HomeMy WebLinkAbout2952 Gipper Cir (a)18-25sb
COUNTY OF SEMINOLE Gj (, cj iIMPACTFEESTATEMENTl(
STATEMENT NUMBER: 18100004 DATE: June 04, 2018 0 Z 1 31
BUILDING APPLICATION #: 18-10000496
BUILDING PERMIT NUMBER: 18-10000496
UNIT ADDRESS: GIPPER CIRCLE 2952 22-20-30-520-0000-0050
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: DAVID WEEKLEY HOMES
ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2952 GIPPER CIRCLE / REAGAN POINTE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00
ROADS -COLLECTORS
1.000 dwl unit 705.00
N/A
Single Family Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Sin le Family Housingg 54.00
SCHOO S
1.000 dwl unit 54.00
CO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
dr, SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ,^ 1
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT oq' ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
z D
CITY OF
Building 8t Fire Prevention DivisionSANFORD
n D C. Z PERMIT APPLICATION
FIRE DEPARTMENT
Application No:
Documented Construction Value: $ 29 (: 4?13 3 -00
Job Address: 2 Q L C—t %.Ppc-y— C I(z( Ai Historic District: Yes No
Parcel ID: 22-20-30-520-0000- Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Single Family Residential
Plan Review Contact Person: Tracy Wiggers Title: Project Coordinator
Phone:407-865-8208 Fax: Email:twiggers@dwhomes.com
Property Owner Information
Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365
1111 N. POST OAK ROAD Resident of - property? —
City, State Zip: HOUSTON, TX, 77055
Street:
Contractor Information
Name Casey Dare
Street: 213 Majestic Eagle Drive
City, State Zip: PoOnte Verde, FI, 32081
Phone: 407-865-8208
Fax:
State License No.: CBC1254984
Architect/Engineer Information
Name: Monta Consulting & Design Phone: 407-681-1920
Street: 1035 Greenwood Blvd. Suite 173
City, St, Zip: Lake Mary, Fl, 32746
Bonding Company:
Address:
Fax:
E-mail: admin@montaconsulting.com
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date or application and the code in effect as or that date: 6" Edition (2017) Florida Building Code
Reviscd: January I. 2018 1411&3 •c8 Permit Applicanon
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
manaucment districts• state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law. FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be ftured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work -will
be done in co lance with all applicable laws regulating construction and zoning.
6.:J
Sipature of O r/Agent Date nature or o racio Agent Date
cvfw_->C 4
Print Owncr,'Amntlt A= Print Corttractor' 'sn `amc
Date lorida / Date
r Nir "•••. Y LEE WIGGERS f':N, ""• ..• Y LEE
WIGGER13
r• ; otary Public - State of Florlde ; .+ . - +. otary.Pubtic - State of F
Commbsion 0 GO 151813 • ; • € Commission s GG 161
My Comm. Expires Nov 20, 2021 .S " My Comm. Expires Nov 20Owner/A en's•" or".." o e or Cont C,
I'
Xt6en*FW F!ttwn to Me or
Produced D ype of I D P1 oduce ype o
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building W Electrical Er Mechanical Rr Plumbing® Gas Roof
Construction Type: V9> Occupancy Use: Flood Zone: x_51
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps 1 J Plumbing - # of Fixtures 1
Fire Sprinkler Permit: Yes No Y# of Heads
APPROVALS: ZONING: Or UTILITIES:
COMMENTS:
ENGINEERING: riTele'14-11L FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. / 5 At 57_ Fire
Alarm Permit: Yes No JQ WASTE
WATER: BUILDING: -
i'l Revised:
January I. 2018 Pemn Application
CITY OF
C T OTIRD Building &Fire Prevention Division
v l PERMIT APPLICATION
FIRE DEPARTh;EIN7 ?_Q5.5 JApplicationNo:
FDocumentedConstructionValue: $
f .
JobAddress: 2 Q 9_Z CIfZ ( A. S Historic District: Yes No 22-
20-30-520-0000- ParcelID: Ol7 S;-Q Residential Commercial I .... Type
of Work: New Addition Alteration Repair Demo Change of Use Move ! Single
Family Residential 1 r` Description
of Work: 9 Y I . Plan
Review Contact Person: Tracy Wiggers Title: Project Coordinator Phone:
407-865-8208 Fax: Email:twiggers@dwhomes.com Property
Owner Information Name
CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street:
1111 N. POST OAK ROAD Resident of property? : - City,
State Zip: HOUSTON, TX, 77055 Contractor
Information Name
Casey Dare Phone: 407-865-8208 Street:
213 Majestic Eagle Drive Fax: City,
State Zip: PoOnte Verde, FI, 32081 State'License No.: CBC1254984 Architect/
Engineer Information Name:
Monta Consulting & Design Phone: 407-681-1920 Street:
1035 Greenwood Blvd. Suite 173 Fax: City,
St, Zip: Lake Mary, Fl, 32746 E-mail: admin@montaconsulting.com Bonding
Company: Mortgage Lender: Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"Edition (3017) Florida Building Code Revised:
January 1, 2018 Pennil Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies. or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated constriction value of the job at the time of submittal.
The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in co lance with all applicable laws regulating construction and zoning.
1p, yl-41D Len
jK ture of O r/Agent Date ' natureof o ractor/Agent Date Print
Owncr/Aacnt amc Print Contractor . gcra FANamc Signature
Date Date r•;
PWY LEE WIGGERS Y LEE WIGGERS t•.
otary Nbllc— Stele of Florlde i d . - otary.Public— Stale of Florida Cmninisslon /
GG 161513 • i ' • Commisslon i GG 161613 t
MY Comm. Expires Nov YD, 2021 r°y rfj My Comm. Expires Nov 20, 2021 Owner/
A en? is ~''r
oM"
o a or Con ctb`r'6,hdentNe01dai F wnto Me or Produced D
Type of ID Produce ype o BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Electrical Mechanical Plumbing[] Gas Roof Construction Type:
Occupancy Use: Flood Zone: Total Sq
Ft of Bldg: Min. Occupancy Load: New Construction:
Electric - # of Amps, Fire Sprinkler
Permit: Yes No # of Heads APPROVALS: ZONING:
ENGINEERING: COMMENTS:
of
Stories:
Plumbing - # of
Fixtures, Fire Alarm
Permit: Yes No UTILITIES: IM
r"7 WASTEWATER: FIRE: BUILDING:
Revised: January
1. 2018 Permit Application
CITY OF
ANFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy Wiggers Firm: David Weekly Homes
Address: 225 S. Westmonte Drive, Suite 3300
City: Altamonte Springs State: FL Zip Code: 32714
Phone: 407.865.8255 Fax: Email:
Property Address: 2952 Gipper Circle
Property Owner: CND- Reagan, LLC (Texas LLC)
Parcel identification Number: 22-20-30-520-0000-0050
Phone Number: 713.316.3365 Email:
The reason for the flood plain determination is:
0 New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
O ,R CI S ON Y
Flood Zone: x Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain -floodway
E The parcel is not in the: W floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2550
Reviewed by: Michael Cash, CFM Date: June 14, 2018
S"pow Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or 'a '
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. II does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey. site plan or plat clearly identifying the ftno..nuttbelt w.
size and location of the existing right—of-way and use shall be provided or application could be delayed. GllUetaepueig
1. Project Location/Address: C-0(97Z G--11 ORV , CA leC A._E-
2. Proposed Activity: Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: SFR
This application.
Signature:
Address: 2 ajes agle Homes
Phone: (407) 865-8208 Fax:
Print Name: Casey Dare
Email: cdare@dwhomes.com Date:
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationrmprovemenl fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways.
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the penmittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria. or completely restore the nghtof-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its counalpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments• losses, expenses. damages (direct.
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
Signature:
and unde(stah,d the above statement and by signing this application I agree to its terms.
Date:
V This permit shall be posted on the site during construction.
Please call 407.685.5080 24 hours in advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date.
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Official Use Only
Fee: Date:
Date:
Date:
Date: do- D
Date:
November 2015 ROW Use Dnveway.pdf
LIMITED PONVER OF ATTORNEY
Altamonte Springs, Casselbern•, Lake Mary, Longwood. Oviedo. Sanford,
Seminole County. Winter Springs
Date:
1
I hereby name and appoint:
an a_ent of.
i;;mm of C„mnir.y)
to be my lawful artomev-in-fact to act for me to apply for. receipt for. sib_ i for and do all thinUs
necessary to this appointmcni for (check onk one option):
All permits and applications submitted by this contractor.
The specific permit and application for -,jork located at:
Expiration Date For This Limited Power Of Attomey: ii
License Holder Name:
State License'umber:
Siurnature of License H
ST.gTE OF FLORID:
COLITY OFCjt'.ltr-iC r
C/J
The foregoing instrument was acknowledged before me this 91 day of
who is p rly kno't7 to mei
or who has produced
as identification and who did,did not,takelan oat
Notary Seal)
Print or T,,pc Name
Notary Public — Statc of
Commission Number
dv Commission Expires'
RACHEL BLACKWELL
eNo)ary P bl c - State o1 F orida Commission
b GG 766876 v "
7- ' My Comm. Exoires Jan 52 2022 3:
nied ymupE w iena Ncs assn.
REQUEST FOR PRE -POWER
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 05-28-18
Project Name: Griffin Park
Building Permit#:
Project Address: M 4E Z I j t
Electrical Permit #:
In consideration for authorizing the appropriate utility company to energize the facility, we agree with
and understand the following:
l . The facility will not be occupied until a certificate of occupancy has been issued.
2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third parry claims damages from the exercise of such right, we agree to
jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs,
including attorney's fees.
3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated
for pre -power shall be complete and in safe order. All electrical services associated with the area will be
100 % complete unless specifically approved by the electrical inspector.
4. Interior electrical rooms shall be lockable, if electrical panels are in an area That cannot be locked by
doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed
electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical
panels to prevent energizing circuits other than those that are safe.
5. If provided, the fire sprinkler system must be operational, per the local ANJ requirements, with water on
the system prior to pre -power.
6. This pre -power approval is valid for a maximum of 180 days from date of approval.
7. Check with the local jurisdiction for fees associated with pre -power.
Casey Dare
PrAl Name of w r/Tenant
3ignatur{cif Owner/Tenant
isnature of Nckary Public
JURISDICTION EMPLOYEE NAhIE:
JURISDICTION:
Casey Dare
rr
OfGeneral Contr. b
twe o eneraI Contr. James
J. ALanier Print
Name Of Elect.Contr. Signature
of Electrical Contr. CHAD
W COWDERY MY
COMMISSION it FF985918 o,.
t EXPIRES April 25. 2020 No
ic Scalor Stamp NOTIFIED:
O
Progress Energy U
Florida Power & Light on / !
AC40R o® CERTIFICATE OF LIABILITY INSURANCE 2DATE( 8DIYYYY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsements .
PRODUCER
Arthur J. Gallagher Risk Management Services, Inc.
1900 West Loop South
1600
NAOMTACT Ashley Ca
PHONE . 713-935-8811 F"X . 713-358-5713
E-MAIL .
cary@ajg.comyashle _ ary@afg.com
INSURERS AFFORDING COVERAGE NAIC NHoustonTX77027
Old Re ublic Insurance Com an 24147
INSURED B: LINSURERACWeekleyHomes, LLC
1111 North Post Oak RoadD. Houston, TX 77055-7211E
INSURER F
COVERAGES CFRTIFICATF Nt1MRFR- 1052841088 RFVlglr*jN NIIMRFR- THIS IS TO
CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY
REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE
ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS
OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF
INSURANCE INSD WVD POLICY NUMBER MM/L DYIYYYY) MMIDDfYYYY1 LIMITSCOMMERCIAL GENERAL LIABILITY
CLAIMS -MADE OCCUR
EACH OCCURRENCE S
DAMA R NTED
PREMISES Ea occurrence
MED EXP (Any
one person) S PERSONAL d ADV
INJURY S GEN'L AGGREGATE
LIMIT APPLIES PER: POLICY [:] PRO- JECT
LOC OTHER. GENERAL AGGREGATE
S
PRODUCTS - COMP/OP
AGG S S A AUTOMOBILE
LIABILITY
ANY AUTO OWNED
SCHEDULED AUTOS
ONLY AUTOS
HIRED NON -OWNED
AUTOS ONLY X
AUTOS ONLY 250 DedComp X $
500 DedColl MWT5312417 3/1/
2018 3/1/2019 1, Ea accident 1.000.000 X BODILY INJURY (
Per person) BODILY INJURY (Per
accident) S X AMA Per
accident)S
X UMBRELLA LIAR
EXCESS
LIAR HCLAIMS-
MADE OCCUR EACH OCCURRENCE
AGGREGATE DED I
I
RETENTION$ S A WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
YIN ANY PROPRIETOWPARTNER/EXECUTIVE
OFFICERIMEMBER EXCLUDED? E
Mandatory in NH) 1f yes. describe
under DESCRIPTION OF OPERATIONS
below N I A
MWC31241800 3/1/
2018 3/1/2019 X PER OTH- STATUTE I I
ER E.L. EACH
ACCIDENT 1.000.000 E L. DISEASE -
EA EMPLOYE S1.000.000 E.L. DISEASE -
POLICY LIMIT 1 $1.000.000 DESCRIPTION OF OPERATIONS /
LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors
Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv Pass. vehicles valued over $75,000 CR 1 IrIN.
A I C MVLUCK 1,AN1;tLLA I IUN City of Sanford
300 N. Park
Avenue Sanford FL 32771
USA SHOULD ANY
OF
THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE
THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE
POLICY PROVISIONS. AUTHORIZED EPRESENTATIVE 1988-
2015 ACORD
CORPORATION. All rights reserved. ACORD 25 (2016/
03) The ACORD name and logo are registered marks of ACORD
RICK SCOTT, GOVERNOR . ,. I ,r • ... 0 NATHAN ZACHEM, SECRETARY - - •=
Florida
STATE OF FLORIDA
DEPARTMENT,OF BUSINESS.YAN:DjzP_-ROFESSIONAL REGULATION,
1
CONSTRUCT10',,N,WSUSTTRY LICE..'SI.NG BOARD
THE BUILDING CONTTOR HE+REIN IS.CERTIFI.E•D UNDER THE -
LORPROVIS.IO N>S O'F CHAPNT 89- DA_ STATUTES
DA R:E, CASTE-Y-V _ , . :. - : • . : -
t D`%jID V1/:EEI<LE=Y HO'ME=S'_ r - -, .• ;-
P'ON .''VED""R,A FL 3r•081- •,
LI IE S ENJ ER•. CB-1yZ549,1A. EXPIRATI
Q ATE: AUGUST•31, 2018 Always.
verify licenses online at MyFloridaLicense.com Do
riot alter this document in any form. ,- r::
t ti This is your license. -It is unlawful for anyone -other -than the'I'icensee-to use this document. •r'
David Weekley Homes
May 16, 2018
Legal Deparnnenr
I!;, ..ri,
H -to m.
RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area
To whom it may concern:
Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or
Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction
Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando
Area, namely:
Shad Tome
Brent Bartholomew
Brannon Riley
Lary Buffington
Casey Dare
John Woods
Austin Lewis
Burchfield
ral Counsel
Atlanta • Austin • Charleston • Charlotte • Chicago • Dallas/Ft.Worth • Denver • Greater Hilton Head
Houston • Indianapolis • Jacksonville • Minneapolis/St. Paul • Nashville • Orlando • Panama City • Phoenix
Raleigh • Salt Lake Ciry • San Antonio • Sarrsota • Tampa • Wilmington
toy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
18091169 Book:9186 Page.1902; (1 PAGES) RCD: 8/13/2018 7:35:03 AM
dE $10.00
Prepared by and Return to:
JOHN KINGMAN KEATING
Town Square Title, Ltd.
250 E. Colonial Dr., Ste. 301
Orlando, Florida 32801
Telephone: 407-422-2234
NOC18445
RECORDING INFORMATION ABOVE. THIS LINE
Permit Number:
STATE OF FLORIDA
COUNTY OF ORANGE
NOTICE OF COMMENCEMENT
Tax Folio Number: 22-20-30-520-0000-0050
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and ill
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement:
1. Legal Description of the Property: Lot 5, Reagan Pointe, according to the map or plat thereof, as recorded in Plat
Kook 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida.
Pro eny Address: 2952 Gipper Circle, Sanford, Florida 32773
2. General Description of Improvement: Construction of single-family residence and applicable associated improvements.
3. Owner/Lessee: (a) Name and Address: Weekley,Homes, LLC, a Delaware limited liability company 1111 N. Post
Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)):
Same
4. Contractor's: (a) Name and address: Weekley ]tomes, LLC, a Delaware limited liability company 225 S.
Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992
5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: NiA
c) Amount of Bond: N/A
6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A
8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(l)(b), Florida Statures: (a) Name and Address: N/A; (b) Phone Number N/A
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and
final payment to the Contractor, but will be I year from the date of recording unless a different date is specified:
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE. EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART
1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT YOUR LENDER Olt AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR
NOTICE OF COMM ENCF.M ENT.
Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that 1 have read the foregoing
and that the facts stated are true to the best of my knowledge and belief.
OWNER
Weekley Ilomes, LLC a Delaware limited liability
company
I
By:
John Kingman rag, as Authorized Agent
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in tire State and County aforesaid,
that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized
Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of
this instrument. I HEREB FURTHER CERTIFY, that ohm ingman Keating, is/are the same person(s) either executing or
acknowledging execution ohe for oing instrument because: I personally know him/her/them OR _ I have Satisfactory evidence of
same based upo a Flo ' driver's license or _ ter identification: WITNESS
my h an Mc' 1 in the State and County aforesaid this 31 st day of July, 2018. PLACE
NOVOtY AMER SEALIfIMEDIATELY BELOW) SANDRAGREER
Commission -
GG 123703 w',
eOF BadedThruguulpatHoterry12Swma
REQUIRED INSPECTION SEQUENCE
DAVID WEEKLEY HOMES SFR DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
EiEc Rca•I;; PERiVIIT ' - ' •:+' •
Min Max inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
O
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
FORM R405-2017
RECORD COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lo15ReaganPoinle7510CN
Street, 2952 Gipper Circle
Builder Name: David Weekley Homes 0V1LDl/yG,
Permit Office:, ^ Ff i D)
City, Stale, Zip- Sanford , FL , 32773 Permit Number. 11 ff LL J
SANFORDOwner: VJ - Jurisdiction. 691000
Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) p fGCpo
1. New construction or existing New (From Plans) 9 Wall Types(2872.9 sgft) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=19.0 1413.00 ft'
b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft'
4. Number of Bedrooms 3 d. N/A R= ft:
10. Ceiling Types (1430.0 sgft.) Insulation Area
5. Is this a worst cases No a. Under Attic (Vented) R=38 0 1387.00 ft:
6. Conditioned floor area above grade (ft') 2188 b. Knee Wall (Vented) R=19.0 43.00 ft'
Conditioned floor area below grade (W) 0
c. N/A R= ft'
11 Ducts R ft'
7. Windows(348.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 437.6
a. U-Factor: Dbl, U=0.34 268,35 ft'
SHGC: SHGC=0.30
b. U-Factor: Dbl, U=0.55 80.00 ft' 12. Cooling systems kBlu/hr Efficiency
SHGC: SHGC=0.43
a. Central Unit 40.0 SEER:14.00
c. U-Factor: N/A ft'
SHGC: 13. Healing systems kBtu/hr Efficiency
d. U-Factor: N/A It' a. Electric Heat Pump 41.0 HSPF.8.20
SHGC:
Area Weighted Average Overhang Depth: 3.481 ft.
Area Weighted Average SHGC. 0.330 14. Hot water systems
a. Electric Cap: 40 gallons
8. Floor Types (2174.0 sgft.) Insulation Area
EF: 0.940
a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft' b. Conservation features
b. Floor Over Other Space R=0.0 787.00 fF None
c. other (see details) R= 470 00 ft' 15. Credits Pstal
Glass/Floor Area: 0.159
Total Proposed Modified Loads: 70.77 PASS
Total Baseline Loads: 72.66
1 hereby certify that the plans and specifications covered by Review of the plans and r'THE S74T
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code. nn, :. : `:_ .', , o
PREPARED BY:
DATE: -5,-
Before construction is completed
this building will be inspected for
compliance with Section 553.908
as a ig ed, is in complianceIherebycertifythatthisb(
e.
Florida Statutes.
with the Florida Energy C C00
OWNER/AGENT: _ BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Cln requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house.
5/1/2018 2:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot5ReaganPoinle7510CN Bedrooms. 3 Address Type- Street Address
Building Type- User Conditioned Area, 2188 Lot # 5
Owner Name: Total Stories. 2 Block/Subdivision: Reagan Pointe
of Units: 1 Worst Case: No PlalBook-
Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2952 Gipper Circle
Permit Office- Cross Ventilation. No County. Seminole
Jurisdiction: 691000 Whole House Fan: No City, State, Zip- Sanford ,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2188 19994.6
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InflID Finished Cooled Heated
1 1st Floor 917 8555.6 Yes 3 0 1 Yes Yes Yes
2 2nd Floor 1271 11439 No 1 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel
1 Raised Floor 2nd Floor ___ ___ 95 ft= 13 0.3 0 0.7
2 Floor over Garage 2nd Floor ___ ___ 375 fl' 13 0.3 0 0.7
3 Slab -On -Grade Edge Insulatio 1st Floor 118 ft 0 917 R° 0.4 0 0.6
4 Floor Over Other Space 2nd Floor ___ __ 787 it2 0 0.32 0 068
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1462 ft' 230 RT Medium 0.85 N 0.85 No 0 18.4
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1387 R° N N
5/1/2018 2:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1st Floor 38 Blown 130 ft' Oil Wood
2 Under Attic (Vented) 2nd Floor 38 Blown 1257 117 0.11 Wood
3 Knee Wall (Vented) 2nd Floor 19 Batt 43 R' 0.11 Wood
WALLS
Adjacent
Space Cavity Width Height Sheathing Framing Solar Below
N C)fnf To Wall Typp R,Vahie FI In El In Area R-Val
1 N Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 W 0 0.23 0.6 0
2 N Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 H' 0 0 0.6 0
3 E Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 R° 0 0.23 0.6 0
4 E Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 R' 0 0 0.6 0
5 S Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 itz 0 0.23 0.6 0
6 S Exterior Concrete Block - Int Insul 1 st Floor 7 38 6 9 4 359.3 R' 0 0 0.6 0
7 W Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 R' 0 0.23 0.6 0
8 W Exterior Concrete Block - Int Insul 1st Floor 7 20 0 9 4 186.7 It, 0 0 0.6 0
9 Garage Frame - Wood 1st Floor 13 38 5 9 4 358.6 R= 0 0.23 0.01 0
10 S Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 93.3 f12 0 0.6 0
11 W Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 933 R' 0 0.6 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated 1st Floor None 25 3 8 24 R=
2 Wood 1 sl Floor None 25 2 8 8 21.3 R'
WINDOWS
Orientation shown is the entered. Proposed orientation
J Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 3.0 R= 1 ft 4 in 0 ft 10 in None Exterior 5
2 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 20 0 R' 1 ft 4 in 1 R 2 in Drapes/blinds Exterior 5
3 N 2 Vinyl Low-E Double Yes 0.34 0.3 N 24 0 R' 1 ft 4 in 11 ft 2 in None Exterior 5
4 E 3 Vinyl Low-E Double Yes 0.34 0 3 N 36 0 R' 1 ft 4 in 3 R 5 in Drapes/blinds Exterior 5
5 E 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 3 It 9 in Drapes/blinds Exterior 5
6 S 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 f12 1 ft 4 in 1 R 2 in None Exterior 5
7 S 10 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft' 15 ft 4 in 1 R 8 in None None
8 S 6 Vinyl Low-E Double Yes 0.34 0.3 N 16.2 R° 1 R 4 in 11 f1 2 in Drapes/blinds Exterior 5
9 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 41.3 R' 1 it 4 in 1 R 2 in Drapes/blinds Exterior 5
10 W 8 Vinyl Low-E Double Yes 0.34 0.3 N 54 0 R° 1 R 4 in 11 R 2 in Drapes/blinds Exterior 5
11 W 11 Vinyl Low-E Double Yes 0.55 0.43 N 80 0 R= 6 It 6 in 0 It 1 in None Exterior 5
12 E 4 Vinyl Low-E Double Yes 0.34 0.3 N 6.0 R' 7 R 4 in 0 ft 2 in Drapes/blinds Exterior 5
5/1/2018 2.48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 375 ft' 375 ft= 64 ft 9 1 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000406 2332.7 128.06 240.84 .3653 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF.8.2 41 kBlu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 14 40 kBlu/hr cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 40 gal 90 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cart # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft°
DUCTS
V #
Supply ---
Location R-Value Area
Return -- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 437.6 ft Attic 109 4 ft Proposed On 2nd Floor -- cfm 131.3 cfm 0.06 0.50 1 1
5/1/2018 2:48 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans -
Heatng f 1 Jan
oolin Jan M Feb f X} Mar May
M:y(X] Jun X]
Jul1
X]
Aug rlSep
Nov
jxj
Dec
DecVenting [ 11 Jan Feb l[X]) Mar Apr l[ J] Jun t
1] Oct Nov
Thermostat Schedule. HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Walls HRV Heating System Run Time Cooling System
Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit
5/1/2018 2:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
1 New construction or existing
2. Single family or multiple family
3 Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6 Conditioned floor area (W)
7. Windows" Description
a. U-Factor. Dbl, U=0 34
SHGC: SHGC=0.30
b. U-Factor: Dbl, U=0 55
SHGC: SHGC=0 43
c. U-Factor. N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a Slab -On -Grade Edge Insulation
b Floor Over Other Space
c. other (see details)
2952 Gipper Circle, Sanford, FL, 32773
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block - Int Insul, Exterior
1 c. Frame - Wood, Adjacent
3 d. N/A
10. Ceiling TypesNoa. Under Attic (Vented)
2188 b. Knee Wall (Vented)
Area
c. N/A
268.35 ft'
11. Ducts
a. Sup: Attic, Ret: Attic, AH: 2nd Floor
80.00 ft'
12. Cooling systems
ft' a Central Unit
ft'
3.481 ft.
0 330
Insulation Area
R=0.0 917.00 f12
R=0.0 787 00 ft'
R= 470 00 ft'
I certify that this home has complied with
Construction through the above ene59<s
in this home before final inspectio . Othi
based on installed Code compliafit featui
Builder Signature:
Address of New Home:
13 Heating systems
a Electric Heat Pump
14. Hot water systems
a. Electric
b Conservation features
None
15. Credits
Energy Efficiency Code for Building
es which will be installed (or exceeded)
w EPL Display Card will be completed
Date: 3
I SIG Lf- City/FL Zip:
Insulation Area
R=19.0 1413.00 ft'
R=7 0 1101 30 ft'
R=13.0 358.56 ft'
R= ft'
Insulation Area
R=38.0 1387 00 ft'
R=19.0 43.00 ft'
R= ft'
R ft'
6 437.6
kBtu/hr Efficiency
40.0 SEER 14.00
kBtu/hr Efficiency
410 HSPF•8.20
Cap 40 gallons
EF: 0.94
Pstat
O TNE STg2,
O.n
VO
C00 N't
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/1/2018 2 48 PM EnergyGauge® USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1
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Manual S Compliance Report Job: Lol5ReaganPoin1e7510CN
DEL -AIR p p Dale: March 16, 2018
ATMs • M ce"°'mms Entire House By: RH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 Fax 407-333.3853 Web. WWW.DEL-AIR.COM
For: David Weekley Homes
32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 30888 Btuh Entering coil DB: 76.6°F
Outdoor design WB: 76.20F Latent gain: 5488 Btuh Entering coil WB: 63.60F
Indoor design DB: 75.0°F Total gain: 36375 Btuh
Indoor RH: 50% Estimated airflow: 1333 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L
Actual airflow: 1333 cfm
Sensible capacity: 31294 Btuh 101% of load
Latent capacity: 7377 Btuh 134% of load
Total capacity: 38670 Btuh 106% of load SHR: 81%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 25561 Btuh Entering coil DB: 68.5°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L
Actual airflow: 1333 cfm
Output capacity: 41000 Stuh 160% of load Capacity balance: 31 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Meets all requirements of ACCA Manual S.
ti
Wrlghtsoft- 2018-May-01 14:07:31
Right -Suite® Universal 2018 18 0 13 RSU23828 Page 1
AC0% .. l5ReaganPointe7510CN%Lol5ReaganPointe7510CN rup Calc . MJ8 House laces: E
AIR Component Constructionsr
Job: Lo15ReaganPoin1e7510CN
ANDEL
ItUM6• c01mmN01G Entire House
Date: March
By: RH
16, 2018
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831.2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM
Project•
For: David Weekley Homes
32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
hr 81uh/I11-T h+-•F/81uh siuh/U+ Bu,h Biuh/ft: Bluh
Walls
12E-Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2"
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud: 12E-Osw Frm
wall, stucco ext, 3/8" wood shih, r-19 cav ins, 1/2" gypsum board int
fnsh, 2"x6' wood frm, 16" o.c. stud
13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board
int Irish: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2"
gypsum board int Irish
16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int fnsh
Partitions
12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum
board int fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, Or ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap.
1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht,
0.83 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, Or outr, air gas, vnl trm mat, Or low-e innr, 114" gap,
1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium, 1.33 It
overhang (4 ft window hi. 1.17 ft sep.): 6.67 ft head ht
2B-2tv: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap.
1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht,
11.17 ft sep.): 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap,
1/8" thk; NFRC rated (SHGC=O 30). 50% drapes, medium; 1.33 ft
overhang (5 2 ft window ht, 3.75 ft sep.); 6.67 ft head ht
n 414 0.064 19.0 1.77 733 1.65 684
e 218 0.064 19.0 1.77 387 1.65 361
s 405 0.064 19.0 1.77 719 1.65 671
w 228 0.064 19.0 1.77 405 1.65 378
all 1266 0.064 19.0 1.77 2244 1.65 2094
n 233 0.167 7.0 4.63 1076 4.32 1004
e 82 0.167 7.0 4.63 379 432 354
s 415 0.167 7.0 4.63 1920 4.32 1791
w 146 0.167 7.0 4.63 675 432 630
all 875 0.167 7.0 4.63 4050 4.32 3779
e 43 0.049 19.0 1.36 58 2.66 115
337 0.096 13.0 2.66 896 1.53 516
n 3 0.340 0 9.42 28 12.2 37
n 20 0.340 0 9.42 188 10.4 209
n 24 0.340 0 9.42 226 12.2 293
e 16 0.340 0 9.42 147 29.6 461
wrightsoTt- 2018•May-01 14:07.31
Righl-Suile® Universal 2018 18.0 13 RSU23828 Page 1
ISReaganPom1e7510CN\Lo15ReaganPoin1e7510CN.rup Calc - MJ8 House laces E
2A-2ov: 2 glazing, clr outr. air gas. vnl frm mat, cir low-e innr, 1/4" gap. a 36 0.340 0 9.42 339 29.6 1065
1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 ft
overhang (6 If window hi, 3.42 If sep.), 6.67 ft head ht
2A-2ov: 2 glazing, clr oulr, air gas. vnl firm mat, clr low-e innr. 1/4" gap, e 6 0.340 0 9.42 57 10.4 63
1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 7.33 If
overhang (3 ft window ht, 0.17 If sep.); 6.67 If head ht
26.2ty: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 31 0.340 0 9.42 294 122 382
1/8" thk; NFRC rated (SHGC=0.30); 1.33 If overhang (5.2 ft window ht,
1.17 ft sep.): 6.67 ft head ht
IOC-v: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 21 0.340 0 9.42 201 8.56 183
1/8" Ihk: NFRC rated (SHGC=0.30). 15.33 If overhang (8 ft window ht,
1.67 If sep.), 6.67 ft head ht
2A-2ov: 2 glazing, clr oulr, air gas, vnl trm mat, clr low-e innr, 1/4" gap, s 16 0.340 0 9.42 152 12.0 193
1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.33 If
overhang (5.25 If window ht, 11.17 It sep.), 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap, w 42 0.340 0 9.42 392 296 1230
1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft
overhang (5.2 If window ht, 1.17 If sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr oulr, air gas, vnl frm mat, clr low-e innr, 114" gap, w 54 0.340 0 9.42 509 29.6 1597
1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft
overhang (6 ft window ht, 11.17 If sep.); 6.67 ft head hi
2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" w 80 0.550 0 15.2 1219 28.9 2313
gap, 1/8" thk; NFRC rated (SHGC=0.43), 6.67 ft overhang (8 ft window
ht, 0.08 ft sep.); 6.67 It head ht
Doors
11JO: Door, mil fbrgl type a 24 0,600 6.3 16.6 399 18.5 444
11 DO: Door, wd sc type n 21 0.390 0 10.8 230 12.0 257
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 38.0 0.72 1001 1.41 1965
gypsum board int fnsh
Floors
20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, amb 95 0.050 19.0 1.39 131 0.72 68
ovr
20P-191: Fir floor, frm ftr, 12" thkns, r-19 cav ins, gar ovr 378 0.050 19.0 1.39 523 0.72 271
22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 27.4 3233 0 0
wrilghtsa t- 2018-May01 14 07:31
MCA Right-Suue® Universal 2018 18.0.13 RSU23828 Page 2
15ReaganPornte7510CN%Lol5ReaganPoinle7510CN rup Calc = MJ8 House laces: E
Project Summary Job: Lo15ReaganPoin1e7510CN:
DEL-AIR Date: March 16, 2018
KMG- AIR COR1Irtro1ARC Entire House By: RH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Fax 407.333.3853 Web, WWW.DEL-AIR.COM
For: David Weekley Homes
32773
Notes: L.S. 5-1-18 EM
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 °F
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 20889 Btuh
Ducts 3154 Btuh
Central vent (50 cfm) 1518 Btuh
Outside air
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 25561 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatingg Coolingg
Area (ft2) 2188 2185
Volume (ft3) 21080 21080
Air changes/hour 0.41 0.21
Equiv. AVF (cfm) 1" 74
Heating Equipment Summary
Make Carrier
Trade CARRIER AIR CONDITIONING
Model CH14NB0420000A0
AHRI ref 9162578
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 31 OF
8.2 HSPF
41000 Btuh @ 470F
0
1333 cfm
0.055 cfm/Btuh
0.30 in H2O
Sensible Cooling Equipment Load Sizing
Structure 25477 Btuh
Ducts 4451 Btuh
Central vent (50 cfm) 959 Btuh
Outside air
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 30888 Btuh
Latent Cooling Equipment Load Sizing
Structure 3088 Btuh
Ducts 849 Btuh
Central vent (50 cfm) 1550 Btuh
Outside air
Equipment latent load 5488 Btuh
Equipment Total Load (Sen+Lat) 36376 Btuh
Req. total capacity at 0.75 SHR 3.4 ton
Cooling Equipment Summary
Make Carrier
Trade CARRIER AIR CONDITIONING
Cond CH14NB0420000A0
Coil FI34CNP042L
AHRI ref 9162578
Efficiency 11.5 EER, 14 SEER
Sensible cooling 30000 Btuh
Latent cooling 10000 Btuh
Total cooling 40000 Btuh
Actual air flow 1333 cfm
Air flow factor 0.045 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
wr1gFttso1't- 2018-May-01 14.07.31
Right -Suite® Universal 2018 18 0 13 RSU23825 Page 1
15ReaganPointe7510CN\Lot5ReaganPoinle7510CN rup Calc = MJ8 House laces E
DEL -AIR Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
ON08326( 531 CODISCO WAY. SANFORD, FL 327711Pone: 47-831-65ax 407.333.3853 Web: WWW DEL-AIR.COM Job:
Lot5ReaganPointe751OCN Date:
March 16, 2018 By:
RH 1
Room name Entire House family 2
Exposed wall 275.0 ft 30.5 ft 3
Room height 9.1 ft 9.3 ft heat/cool 4
5
Room
dimensions Room
area 2308.5 fl= 1.
0 x 241.5 It 2415
h2 Ty
Construction U-value Or HTM Area (f12) Load Area (f12) Load number
BtuWI12-*F) Btuft/f12) or perimeter (It) Btuh) or perimeter (fl) Btuh) Heat
TCODI Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
r12E-Osw Fr n wall, st 0.064 n 1.77 1.65 437 414 733 664 0 0 0 0 2A-
2ov 0.340 n 9.42 12.23 3 0 28 37 0 0 0 0 C
2A-2ov 0 340 n 9.42 10,43 20 0 188 209 0 0 0 0 11
Vj1
L_
C 13A-
7ocs Blk wall, s 2B-
21v 0.
167 0.
340 n
n
4.
63 9.
42 4.
32 12.
23 257
24
233
0
1076
226
1004
293
0
0
0
0
0
0
0
0
12E-
Osw Frm wall, st 0.064 a 1.77 1.65 270 218 387 361 0 0 0 0 I-
JC 2A•2ov 0.340 a 9.42 29.57 16 0 147 461 0 0 0 0 2A-
2ov 0.340 a 9.42 29.57 36 0 339 1065 0 0 0 0 V/
13A-7ocs Blk wall, s 0.167 a 4.63 4.32 112 82 379 354 0 0 0 0 2A-
2ov 0.340 a 9.42 10.43 6 6 57 63 0 0 0 0 L_(
p W
11JO
16B-
19ad 0.
600 0.
049 a
a
16.
62 136
18.
51 Z66
24
43
24
43
399
58
444
115
0
0
0
0
0
0
0
0
12E-
Osw Firm wall, st 0.064 s 1.77 1.65 437 405 719 671 0 0 0 0 2B-
2fv 13A-
7ocs Blk wall s 0
340 0.
167 s
s
9.
42 4.
63 12.
23 4.
32 31
453
31
415
294
1920
382
1791
0
154
0
154
0
712
0
665
1OC-
v 0.340 s 9.42 8.56 21 21 201 183 0 0 0 0 y/
2A-
2ov 12E-
Osw Frm wall, st 0.
340 0
064 s
w
9.
42 1.
77 11.
95 1.
65 16
270
0
228
152
405
193
378
0
0
0
0
0
0
0
0
2A-
2ov 0.340 w 942 29.57 42 0 392 1230 0 0 0 0 6G
13A•
7ocs Blk wall, s 2A-
2ov 0.
167 0.
340 w
w
4.
63 9.
42 4.
32 29.
57 280
54
146
0
675
509
630
1597
131
0
51
0
234
0
219
0
2A-
2ovd 12C-
Osw Frm wall, r- 0.
550 0.
096 w
15.24 2.
66 28.
91 1.
53 80
358
55
337
1219
896
2313
516
80
0
55
0
1219
0
2313
0
PL-
D 11DO 16B-
38ad 0390
0
026 n
10.80 0.
72 IZ03
1.
41 21
1390
21
1390
230
1001
257
1965
0
0
0
0
0
0
0
0
CF
2OP-19c 0.050 1.39 0.72 95 95 131 68 0 0 0 0 F
2OP-191 0.050 1.39 0.72 378 378 523 271 0 0 0 0 F
22A•tpl 0 989 27.40 0.00 918 118 3233 0 242 31 836 0 6
c) AED excursion 2610 1944 Envelope
loss/gain 16516 20143 3001 5140 12
a) Infiltration 4372 1415 487 157 b)
Room ventilation 0 0 0 0 13
1ntemal gains: Occupants @ MO 4 920 2 460 Appliances/
other 30MI 1600 Subtotal (
lines 6 to 13) 2OB89 25477 3487 6357 Less
exlemal load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 20889 25477 3487 6357 15
Duct loads 15% 179/6 3154 4451 101/6 10% 349 636 Total
room load 24043 29929 3636 6993 Air
required (cfm) 1333 1333 213 312 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsC"
rt- 2018-May-01 14.07:31 Righl-
Suue® Universal 2018 18.0.13 RSU23828 Page 1 ISReaganPoinle7510CN\
Lol5ReaganPornle7510CN.rup Calc a MJ8 House laces: E
1 DEL -AIR Right-JO Worksheet
AIR
Entire House
DEL -AIR HEATING & AIR
CgNDITIONING
531 CODISCO WAY. SANFORD. FL 32771 hone: 407.831.2665 Fax: 407.333.3853 Web* WWW.DEL-AIR COM
Job: Lot5ReaganPointe7510CN
Date: March 16, 2018
By: RH
1 Room name dining kitchen
2
3
Exposed wall
Room height
34.0 11
93 ft heal/cool
37.5 It
9.3 It heat/cool
4
5
Room dimensions
Room area
10 x 193.0 It
193.0 42
1.0 x 444.8 It
444.8 It=
Ty Construction U-value Or HTM Area (112) Load Area (I12) Load
number Bluh/fl2-*F) Btuh/fl2) or perimeter (11) Bluh) or perimeter (It) Btuh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
6 Vjl
I--G
12E-Osw Frm wall, st
2A•2ov
2A•217v
0.064
0.340
0.340
n
n
n
1.77
9.42
9.42
t.65
1223
10.43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
11
13A-7ocs Blk wall. s
2B-2fv
0.167
0.340
n
n
4.63
942
4,32
1223
117
24
93
0
428
226
Opp
293
107
0
107
0
496
0
463
0
1q/ 12E-Osw Frm wall, st
2A-2ov
0.064
0.340
a
a
1,77
9.42
1.65
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-GG 2A-2ov 0.340 a 9.42 29.57 0 0 0 0 0 0 0 0
4p/ 13A-7ocs Blk wall, s 0.167 a 4.63 4.32 0 0 0 0 51 27 126 118
2A-2ov 0.340 a 9.42 1043 0 0 0 0 0 0 0 0
W
Vjl
1-;
11J0
16B-19ad
12E-Osw Frm wall, st
0.600
0.049
0.064
a
a
s
16.62
1.36
1.77
1851
266
1.65
0
0
0
0
0
0
0
0
0
0
0
0
24
0
0
24
0
0
399
0
0
444
0
0
2B•21v
13A-7ocs Blk wall, s
0.340
0.167
s
s
942
463
12.23
4.32
0
51
0
30
0
139
0
129
0
191
0
175
0
810
0
756
I0C•v 0.340 s 9.42 8.56 21 21 201 183 0 0 0 0
y
L_i
2A-2ov
12E-Osw Fm1 wall, st
0.340
0.064
s
w
9.42
1 77
11.95
1.65
0
0
0
0
0
0
0
0
16
0
0
0
152
0
193
0
2A•2ov
13A-7ocs Blk wall, s
2A•2ov
0.340
0.167
0.340
w
w
w
942
4.63
9.42
29.57
4.32
29.57
0
149
54
0
95
0
0
441
5D9
0
411
1597
0
0
0
0
0
0
0
0
0
0
0
0
2A•2ovd
12C-Osw Frm wall, r-
0.550
0.096
w 15.24
2.66
28.91
1.53
0
0
0
0
0
0
0
0
0
358
0
337
0
8%
0
516P
L-D 11DO
16B-38ad
0.390
0.026
n 10.80
0.72
1203
1.41
0
0
0
0
0
0
0
0
21
0
21
0
230
0
257
0C
F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0
F 2OP-191 0.050 1.39 072 0 0 0 0 0 0 0 0
F 22A-Ipl 0.989 27.40 0.00 193 34 931 0 445 38 1027 0
6 c) AED excursion 536 223
Envelope loss/gain 2375 3550 4138 2524
12 a) Infiltration 542 176 598 194
b) Room ventilation 0 0 0 0
13 Internal gams: Occupants @ 230 1 230 0 0
Appliances/other 0 1200
Subtotal (lines 6 to 13) 3417 3956 4736 3918
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3417 3956 4736 3918
15 Duct bads 10%a 10% 342 396 101Y0 10/6 474 392
Total room bad
Air required (ctm)
3759
2D8
4351
194
5210
289
4310
192
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
wr{ghtsoft- 2018-May-01 14:07 31
Righl-Suite® Universal 2018 18 0,13 RSU23828 Page 2
15ReaganPoinie75tOCN%Lol5ReaganPoinle7510CN.rup Cale - MJ8 House laces: E
DEL --AIR Right-J® Worksheet Job: LotSReaganPoin1e7510CN
D1 D1 ' 00
Entire House Date: March 16, 2018
DEL -AIR HEATING & AIR
By: RH
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831.2665 Fax. 407.333-3853 Web: WWW.DEL-AIR COM
1 Room name pwdr mslr bth
2
3
Exposed wall
Room height
16.0 It
9.3 If heat/cool
23.0 II
9.0 1t heat/cod
4
5
Room dimensions
Room area
6.5 x 6.0 tt
39.0 fl2
1.0 x 134 0 It
134.0 II=
Ty Construction
number
U-value
BtuWftz.-F)
Or HTM
BIu1J112)
Area (112)
or perimeter (11)
Load
Bluh)
Area (I12)
or penmeler (tt)
Load
Bluh)
Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heal Cool
6 t_j
12E-Osw Fr n wall, st
2A-2ov
2A-2ov
0.064
0.340
0.340
n
n
n
1.77
9.42
9.42
1.65
1223
10.43
0
0
0
0
0
0
0
0
0
0
0
0
99
3
0
96
0
0
170
28
0
159
37
0
11
1
I--r
C
13A-7ocs Blk wall, s
26.21v
12E-Osw Fnn wall, st
ZA-2ov
ZA-20v
0.167
0.340
0 064
0.340
0 340
n
n
a
a
a
4.63
9.42
1.77
9.42
9.42
4.32
1223
1.65
2957
29.57
33
0
0
0
0
33
0
0
0
0
151
0
0
0
0
141
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vj/ 13A-7ocs Elk wall, s
2A-2ov
0,167
0.340
a
a
4.63
9.42
4.32
10.43
61
6
55
6
253
57
236
63
0
0
0
0
0
0
0
0
L_Gp
W
ILO12E-Osw
11J0
16121-19ad
Fnn wall, st
0.600
0.049
0.064
a
a
s
1662
1.36
1.77
18.51
266
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2B-21v
13A-7ocs Blk wall, s
0.340
0.167
s
s
9.42
4.63
12.23
4.32
0
56
0
56
0
259
0
242
0
0
0
0
0
0
0
0Vy
10C-v
2A-2ov
12E-Osw Fnn waft. st
0.340
0.340
0.064
s
s
w
9.42
9.42
1.77
8.56
11.95
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
108
0
0
108
0
0
191
0
0
179y
G 2A-2ov
13A-7ocs Blk wall, s
2A-2ov
0 340
0.167
0 340
w
w
w
942
4.63
9.42
29.57
432
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
L-D
2A-2ovd
12C-Osw Fnn wall, r-
0.550
0.096
w 15.24
2.66
28.91
1.53
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
16B-38ad
20P-19c
0.390
0.026
0.050
n 10.80
072
1.39
1203
1.41
0.72
0
0
0
0
0
0
0
0
0
0
0
0
0
134
0
0
134
0
0
97
0
0
189
0
C
F
F
F
2OP-191
22A-tpl
0.050
0 989
1.39
27.40
0.72
O.00
0
39
0
16
0
438
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 50 44
Envelope losstgain 1158 631 486 519
12 a) Infiltration 255 83 354 115
b) Room ventilation 0 0 0 0
13 Inlemal gams. Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (firms 6 to 13) 1413 714 840 634
Less external load 0 0 0 0
14
15
Less transfer
Redistribution
Subtotal
Duct loads IOV. 10%
0
0
1413
141
0
0
714
71 24%- 28%
0
0
840
195
0
0
634
178
Total room load
Air required (cfm)
1554
86
785 1 1
1039
58
812
36
Calculationsapproved by ACCA to meet all requirements of Manual J 8th Ed. t
wrlgr0lsot!- c
Right -
Suds® Universal 2018 18.0. t3 RSU23828 20t8•
MayOt 14:07:31 Page
3 ISReaganPointe75tOCN\
Lol5ReaganPointe751OCN.rup Calc - MJ8 House laces. E
QDEL--AIR Right-JO Worksheet Job: LoI5ReaganPoinle7510CN
Entire House Dale: March 16, 2018
DEL -AIR HEATING & AIR
By: RH
CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831.2665 Fax• 407.333.3853 Web: WWW DEL•AIR.COM
1 Room name mstr we mstr rm
2
3
Exposed wall
Room height
40 It
9.0 It fleas/cool
30.0 It
9.0 It heat/cod
4
5
Room dimensions
Room area
40 x 6.0 It
24.0 I12
1.0 x 237.5 It
237.5 112
Ty Construction U-value Or HTM Area PM Load Area (ft2) Load
number BluNflz-OF) Btuh/112) or perimeter (11) Btuh) or perimeter (0) Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
6 VN 12E-Osw Fnn wall, st 0.064 n 1.77 1.65 0 0 0 0 0 0 0 0
2A-2ov
2A•2ov
0.340
0340
n
n
942
9.42
1223
10.43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
13A-7ocs Blk wall, s
2B•21v
0.167
0.340
n
n
4.63
9.42
4.32
1223
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I--G2
12E-Osw Fnn wall, st
2A•20v
2A-2ov
0.064
0.340
0.340
a
a
e
1.77
9.42
942
165
2957
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-7ocs Blk wall, s
2A•2ov
0.167
0.340
a
a
4.63
9.42
4.32
10.43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
11J0
16B-19ad
12E-Osw Fnn wall. st
0.600
0.049
0.064
a
a
s
1662
136
1.77
18.51
2-66
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
43
144
0
43
144
0
58
255
0
115
238
2B-21v
13A•7ocs Elk wall, s
0.340
0.167
s
s
9.42
4.63
1223
432
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Vj
10C-v 0,340 s 9.42 8.56 0 0 0 0 0 0 0 0
Vjl
2A•20v
12E-Osw Firm wall, st
0.340
0 064
s
w
9.42
1.77
11.95
1.65
0
36
0
36
0
64
0
60
0
126
0
84
0
150
0
140
2A-20v
13A-7ocs Blk wall, s
2A•2ov
0.340
0.167
0 340
w
w
w
9.42
4.63
9.42
29.57
4.32
29.57
0
0
0
0
0
0
0
0
0
0
0
0
42
0
0
0
0
0
392
0
0
1230
0
0
0
2A-2ovd
12C-Osw Frm wall, r-
0.550
0.096
w 15.24
2.66
28.91
1.53
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L-D 11D0
16B•38ad
2OP-19c
0390
0.026
0.050
n 10.80
0.72
1.39
1203
1,41
0.72
0
24
0
0
24
0
0
17
0
0
34
0
0
238
77
0
238
77
0
171
107
0
336
55
C
F
F
F
20P•191
22A•lpl
0.050
0.959
1.39
27.40
0.72
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 7 480
Envelope loss/gain 81 86 1133 2593
12 a) Infiltration 62 20 535 173
b) Room ventilation 0 0 0 0
13 Irllemal gains: Occupants @ 230 0 0 1 230
Appliances/olher 0 600
Subtotal (lines 6 to 13) 143 106 1668 3596
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
143
0
0
106
0
0
1668
0
0
3596
15 Duct bads 24% 2W 34 30 24% 289y. 394 1010
Total room load
Air required (cfm)
176
10
136
6
2062
114
4606
205
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrfghttspT!-
ZcA Right-Suile®Universal 20t818.0t3RSU23828
2018-May-01 14:07:31
Page
15ReaganPoinle75tOCN%Lol5ReaganPoinle7510CN rup Calc = MJ8 House laces: E
r-NDEL-AIR Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831.2665 Fax' 407.333.3853 Web WWW.DEL-AIR.COM
Job: Lol5ReaganPoin1e7510CN
Date: March 16, 2018
By: RH
1 Room name msir wic util
2 Exposed wall 5.0 It 65 It
3 Room height 9.0 11 heal/cool 9.0 h heal/cool
4
5
Room dimensions
Room area
1.0 x 98.0 It
98.0 f12
8.5 x 6.5 fl
55 3 42
Ty Construction U-value Or HTM Area (119 Load Area (112) Load
number BluWllz-*F) Bluh/tl') or perimeter (fl) B1uh) or perimeter (4) Btuh)
Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool
6 tq/ 12E-Osw Frm wall, st 0.064 n 1.77 1.65 45 45 80 74 0 0 0 0
2A-2ov 0.340 n 9.42 IZ23 0 0 0 0 0 0 0 0
2A•2ov 0.340 n 9.42 10.43 0 0 0 0 0 0 0 0
q/ 13A-7ocs Blk wall, s 0.167 n 4.63 4.32 0 0 0 0 0 0 0 0
11 G 2B-2fv 0.340 n 9.42 1Z.23 0 0 0 0 0 0 0 0
12E-Osw Frm wall, st 0.064 a 1.77 1.65 0 0 0 0 0 0 0 0
C
2A•2ov
2A-2ov
0.340
0.340
a
a
9.42
9.42
29.57
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-7ocs Blk wall, s 0.167 a 4.63 4.32 0 0 0 0 0 0 0 0
2A-2ov 0.340 a 9.42 10.43 0 0 0 0 0 0 0 0
I1J0 0.600 a 16.62 1851 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 a 1.36 Z66 0 0 0 0 0 0 0 0
ILO12E-Osw Frm wall, sl 0.064 s 1.77 1.65 0 0 0 0 59 59 104 97
2B•2Iv 0.340 s 9.42 IZ23 0 0 0 0 0 0 0 0
y/ 13A•7ocs Blk wall, s 0.167 s 4.63 4.32 0 0 0 0 0 0 0 0
I0C-v 0.340 s 9.42 8,56 0 0 0 0 0 0 0 0
I;--GG
y/
2A•2ov
12E-Osw Frm wall, st
0.340
0.064
s
w
9.42
1.77
11.95
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
13A-7ocs Blk wall, s
2A-2ov
0.340
0.167
0.340
w
w
w
9.42
4.63
9.42
29.57
4.32
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LO
Vjl
L_CG 2A-2ovd
12C-Osw Frm wall, r-
0.550
0.096
w 15.24
2.66
28.91
1.53
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
LD 11 DO
168-38ad
0.390
0.026
n 10.80
0.72
12.03
141
0
98
0
98
0
71
0
138
0
55
0
55
0
40
0
78C
F 2OP-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0
F 2OP-191 0.050 1.39 0.72 0 0 0 0 0 0 0 0
F 22A-ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 16 53
Envelope loss/gam 150 197 143 122
12 a) Intillration 77 25 100 32
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants @ 230 0 0 0 0
Appliances/other 10 600
Subtotal (lines 6 to 13) 227 222 244 755
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 227 222 244 755
15 Duct loads 24% 28% 54 62 24% 289/6 57 212
Total room load 281 285 301 966
Air required (clm) 16 13 1
17 43
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
41- 2018-May-01 14:07:31AMRight-Suile® Universal 2010 18 0.13 RSU23828 Page 5
15ReaganPoinle751OCN%Lo15ReaganPoinle75tOCN rup Calc . MJ8 House laces: E
DEL -AIR Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Pnone: 407-831.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM
Job: Lo15ReaganPointe7510CN
Date: March 16, 2018
By: RH
1 Room name bdrm 2 bth 2
2 Exposed wall 14.0 it 0 it
3 Room height 90 It heal/cod 9.0 11 heat/cool
4
5
Room dimensions
Room area
10 x 170.8 ft
170.8 42
100 x 55 4
55.0 42
Ty Construction U•value Or HTM Area (f12) toad Area PIZ) Load
number Bluh/ftZ•F) Bluh/f12) or perimeter (1t) Bluh) or perimeter (11) Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12E-Osw Frm wall, st
2A•20v
2A-20v
0.064
0,340
0.340
n
n
n
1.77
9.42
9.42
1.65
1223
10.43
126
0
20
106
0
0
188
0
188
175
0
209
0
0
0
0
0
0
0
0
0
0
0
0
1 1
1ql 13A-7ocs Blk wall, s
2B-21v
0 167
0.340
n
n
4.63
9.42
432
1223
0
0
0
0_
0
0
0
0
0
0
0
0
0
0
0
0C
1q/
JCa
12E-Osw Firm wall, st
2A•2ov
0.064
0.340
a
a
1.77
9.42
1.65
2957
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov 0.340 a 9.42 29.57 0 0 0 0 0 0 0 0
yJ 13A-7ocs Blk wall, s
2A-2ov
0.167
0.340
e
a
463
9.42
4.32
10.43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
p
W
Vj/
I-;
11J0
16121-19ad
12E-Osw Frm wall, si
0.600
0.049
0.064
a
a
s
16.62
1.36
1.77
18.51
266
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2B-21v 0.340 s 9.42 1223 0 0 0 0 0 0 0 0
y/
L_{<^^
13A-7ocs Blk wall, s 0.167 s 4.63 4.32 0 0 0 0 0 0 0 0
10C-v 0.340 s 9.42 8.56 0 0 0 0 0 0 0 0
2A-2ov
12E-Osw Frm wall, st
0.340
0.064
5
w
9.42
1.77
1195
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-20v
13A•7ocs Blk wall, s
ZA-2ov
0.340
0.167
0.340
w
w
w
9.42
463
9.42
2957
4.32
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ZA•2ovd
12C-Osw Frm wall, r•
0 550
0.096
w 15.24
2.66
28.91
1.53
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
11 D0
16B-38ad
20P•19c
0.390
0.026
0.050
n 10.80
0.72
1.39
12.03
1.41
0.72
0
171
0
0
171
0
0
123
0
0
241
0
0
55
0
0
55
0
0
40
0
0
78
0
C
F
F
F
20P-191
22A-Ipl
0.050
0.989
1.39
27.40
0.72
0.00
67
0
67
0
92
0
48
0
52
0
52
0
72
0
37
0
6 c) AED excursion 48 8
Envelope loss/gain 592 625 112 108
12 a) Irddlration 215 70 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal pines 6 to 13) 807 694 112 108
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
807
0
0
694
0
0
112
0
0
108
15 Duct bads 24% 20 a 190 195 24% 289/6 26 30
Total room load
Air required (clm)
998
55
889
1g
138 138
6
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f* wrlghlSoTt- 2018-May-01 14.07.31
Righl-Suite® Universal 2018 18 0 13 RSU23828 Page 6
15ReaganPoinle7510CN\Lo15ReaganPoinle7510CN nip Calc - MJ8 House laces: E
DEL -AIR Right-JO Worksheet Job: LotSReaganPointe7510CN
1Qi19111-=
Entire House Date: March 16, 2018
DEL -AIR HEATING & AIR
By: RH
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone' 407.831.2665 Fax, 407.333.3853 Web. WWW.DEL-AIR COM
1 Room name bdm12 wlc retreat
2 Exposed wall 3.0 fl 41.0 It
3 Room height 9.0 It heal/cool 90 fl heat/cod
4
5
Room dimensions
Room area
8.5 x 3.0 fl
25.5 112
1.0 x 368.3 It
368.3 42
Ty Construction U•value Or HTM Area (ft2) Load Area (42) Load
number BtutVtl2-*F) B1ulU42) or perimeter (It) Bluh) or perimeter (11) Bluh)
Heal Cod Gross N/P/S Heat Cod Gross NIP/S Heal Cool
6 Vj/ I2E-Osw Fnn wall, sl 0,064 n 1.77 1,65 27 27 48 45 32 32 56 52
2A-2ov 0.340 n 942 12.23 0 0 0 0 0 0 0 0LF--Ca 2A-2ov 0.340 n 9.42 10.43 0 0 0 0 0 0 0 0
it C
13A-7ocs Blk wall, s
2B-21v
0.167
0.340
n
n
463
9.42
4.32
1223
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/ I2E-Osw Firm wall, st 0.064 a 1.77 1.65 0 0 0 0 IN 88 156 145
11----EGG 2A-2ov
2A•2ov
0.340
0.340
a
a
9.42
9.42
29.57
29.57
0
0
0
0
0
0
0
0
16
0
0
0
147
0
461
0
13A•7ocs Blk wall, s 0.167 e 463 4.32 0 0 0 0 0 0 0 0
2A-2ov 0.340 e 942 10.43 0 0 0 0 0 0 0 0
W
y/
L_{'
11J0
16B•19ad
12E•Osw Firm wall, st
0.600
0.049
0 064
a
a
s
16.62
1.36
1.77
18.51
Z66
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
234
0
0
203
0
0
360
0
0
336
2B•21v 0.340 s 9,42 12.23 0 0 0 0 31 31 294 382
y/ 13A-7ocs Blk wall, s 0.167 s 4.63 4.32 0 0 0 0 0 0 0 0
10C-v 0.340 s 9,42 8.56 0 0 0 0 0 0 0 0tom((
1
Y-C
2A-2ov
12E-Osw Firm wall, st
0.340
0.064
s
w
9.42
1.77
1195
1.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A•20v
13A•7ocs Blk wall, s
2A•2ov
0.340
0.167
0.340
w
w
w
9.42
4.63
9.42
2957
4,32
29.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1qJ
C
P
2A-2ovd
12C-Osw Fnn wall. r-
0 550
0.096
w 15.24
2.66
28.91
153
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 26 26 18 36 368 368 265 520
F 2OP•19c 0.050 1.39 0.72 0 0 0 0 18 18 24 13
F 2OP-191 0 050 1.39 0.72 26 26 35 18 17 17 24 12
F 22A.Ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 7 139
Envelope loss/gain 102 92 1325 1782
12 a) Infiltration 46 15 631 2D4
b) Room ventilation 0 0 0 0
13 Internal gams. Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 148 107 1956 1987
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Sublolal 148 107 19% 1987
15 Duct loads 24% 28% 35 30 24% 2B% 462 558
Total room load 183 136 2418 2544
Air required (clm) I 1 10 6 1 1 134 tt3
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
C -
fia- 2018-May-01 14.07-31
AWA Right-Suile® Universal 2018 18.0.13 RSU23828 Page 7
15ReaganPornle751OCN%Lol5ReaganPoinle751OCN.rup Cale = MJ8 House laces: E
fQDEL--AIR Right-J® Worksheet Job: Lo15ReaganPointe7510CN
r"-10Entire
House Date: March 16, 2018 DEL -
AIR HEATING & AIR By:
RH 531
CODISCO WAY, SANFORD, FL 32771 one 407101V6NGax: 407.333-3853 Web. WWW.DEL-AIR COM I
Room name bdrm 3 wic bdrm 3 2
Exposed wall 4.5 It 26.0 If 3
Room height 9.0 It heat/cool 9.0 It heat/cool 4
5
Room
dimensions Room
area 4.
5 x 8.0 It 36.
0 112 1.
0 x 186.0 It 186.
0 112 Ty
Construction U•value Or HTM Area (113) Load Area (1111) Load number
BtuMfl2-"F) BIulU112) or perimeter (It) Btuh) or penmeter (h) Btuh) Heal
Cool Gross N/P/S Head Cod Gross N/P/S Heat Cool 6
r 12E-Osw Frm wall, sl 0.064 n 1.77 1.65 0 0 0 0 108 108 191 179 2A•
2ov 2A-
20v 0.
340 0.
340 n
n
9.
42 9.
42 1223
10.
43 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
it
1q1
L--'
13A-
7ocs Blk wall, s 2B-
21v 0.
167 0.
340 n
n
4.
63 9.
42 4.
32 12.
23 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
tq/
12E-Osw Fnn wall, sl 2A•
2ov 0,
064 0.
340 a
a
1.
77 9.
42 165
29.
57 41
0
41
0
72
0
67
0
126
0
90
0
160
0
149
0
2A-
20v 0.340 a 9.42 29.57 0 0 0 0 36 0 339 1065 13A-
7ocs Blk wall, s 0.167 a 4.63 4.32 0 0 0 0 0 0 0 0 2A-
2ov 0.340 a 9.42 10.43 0 0 0 0 0 0 0 0 W
i
G
11,
10 16B-
19ad 12E-
Osw Frm wall, st 06DD
0.
049 0.
064 a
a
s
16.
62 1.
36 1.
77 18.
51 Z66
1.
65 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28.
21v 0.340 s 942 12.23 0 0 0 0 0 0 0 0 I3A•
7ocs Blk wall, s 0.167 s 4.63 4.32 0 0 0 0 0 0 0 0 tOC•
v 0.340 s 9.42 8.56 0 0 0 0 0 0 0 0 yJ
O
2A-
20v 12E-
Osw Fr n wall, sI 0.
340 0.
064 s
w
9.
42 1
77 1195
1.
65 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2ov 13A•
7ocs Elk wall, s 2A-
2ov 0.
340 0.
167 0.
340 w
w
w
9.
42 4.
63 9.
42 29.
57 4.
32 2957
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yJ
2A-
2ovd 12C-
Osw Fnn wall, r- 0.
550 0.
096 w
15.24 2.
66 28.
91 153
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
PL-
0 C
11
DO 16B-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
36
0
36
0
26
0
51
0
186
0
186
0
134
0
263
F
2OP-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F
2OP-191 0.050 1.39 0.72 32 32 44 23 184 184 255 132 F
22A-Ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 11 256 Envelope
loss/gain 142 130 1079 2D43 12
a) Infiltration 69 22 400 129 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 23D 0 0 0 0 Appliances/
other 0 0 Sublolal
pines 6 to 13) 211 153 1479 2172 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redisinbution
0 0 0 0 14
Subtotal 211 153 1479 2172 15
Duct loads 1 24% 2r/6 50 43 21
28%
349 610 Total
room bad 261 195 1828 2782 Air
required (cfm) 14 9 t01 124 Calculations
approved by ACCA to meet all requirements of Manual J 81h Ed. ViF
2018-May-01 14 07.31 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 8 15ReaganPoinle751OCN%
LoISReaganPoinle751OCN rup Calc = MJ8 House laces. E
DEL --AIR Duct System Summary Job: Lo15ReaganPoin1e7510CN
MUMS - lull COHMMISlc
Date: March 16, 2018
Entire House By: RH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Fax 407-333.3553 Web WWW.DEL-AIR.COM
For: David Weekley Homes
32773
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.172 in/100ft
1333 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0,120 in H2O
0.172 in/100ft
1333 cfm
139 ft
Name
Design
131uh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bdrm 2 h 998 55 40 0.231 6.0 Ox 0 V I Fx 18.8 85.0 st 1
bdrm 2 wic h 183 10 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 stl
bdrm 3 c 2782 101 124 0.221 6.0 Ox 0 VIFx 23.8 85.0 stl
bdrm 3 wic h 261 14 9 0.225 4.0 Ox 0 VIFx 21.5 85.0 SO
b1h 2 h 138 8 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 stl
dining h 3759 208 194 0.183 8.0 Ox 0 VIFx 35.9 95.0 st2
family c 6993 213 312 0.184 10.0 Ox 0 VIFx 35.8 95.0 st2
kitchen h 5210 289 192 0,195 9.0 Ox 0 VIFx 28.1 95.0 st2
msir bth h 1039 58 36 0.183 5.0 Ox 0 VIFx 30.9 100.0 St3
msir rm c 4606 114 205 0.192 8.0 Ox 0 VIFx 24.9 100.0 S13
msir we h 176 10 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3
msir wic h 281 16 13 0.190 4.0 Ox 0 • VIFx 26.1 100.0 s13
pwdr h 1554 86 35 0.172 5.0 Ox 0 VIFx 44.4 95.0 st2
retreat h 2418 134 113 0.234 7.0 Ox 0 VIFx 17.7 85.0 stl
util c 966 17 43 0.239 4.0 Ox 0 VIFx 15.2 85.0 stl
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
s13 Peak AVF 197 260 0.183 589 9.0 0 x 0 VinlFlx s11
SO Peak AVF 537 601 0.183 562 14.0 0 x 0 VinlFlx
s12 Peak AVF 796 732 0.172 570 16.0 0 x 0 VinlFlx
wright"T 2018-May-01 14.07 32
Right-Suue® Universal 2018 18.0 13 RSU23828 Page 1
f5ReaganPointe751OCN\Lo15ReaganPointe751OCN.rup Calc . MJ8 House laces. E
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx
W rightsOR' 2018-May-01 14 07 32
Righl-Suile® Universal 2018 18 0 13 RSU23828 Page 2
15ReaganPoin1e751OCN\Lol5ReaganPom1e751OCN.rup Calc = MJ8 House laces: E
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS 2952 Gipper Circle Permit Number:
Sanford , FL , 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The budding thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402 4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4 1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope
During testing.
1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the lest, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -filling flue dampers or doors, and outdoor combustion air Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per
square fool (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2 6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heal shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filler boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403 2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods -
Rough -in lest: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Posiconstruclion test. Total leakage shall be measured with a pressure differential of 0.1 inch w.g (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1057 (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5 1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage lank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature
setting range shall be from 1007 to 140'F (38'C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404 2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar
water -heating systems should meet the following criteria.
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2 Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2 8 cfm/wall Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI. 1 cfm = 28.3 L/min a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403 7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -lest value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 507 (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the healer, or external to and within 3 feel (914 mm) of the heater Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -Fred pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21 56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2. Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is
required to verity procedure compliance Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatoryM energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot5ReaganPointe7510CN Builder Name. David Weekley Homes
Street 2952 Gipper Circle Permit Office.
City, Slate, Zip: Sanford , FL , 32773 Permit Number -
Owner: Jurisdiction- 691000
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barner shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
Floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between tire sprinkler cover Mates and walls or ceolonric
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
5/1/2018 2.49 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
O This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
O Energy Performance Level (EPL) Display Card (one page)
O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
O Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
O A completed Envelope Leakage Test Report (usually one page)
O It Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
5/7/2078 2:48:22 PM Page 1 of I
FORM R405-2017 Duct Leakage Test Report Performance Method
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name. Lot5ReaganPointe7510CN Builder Name: David Weekley Homes
Street: 2952 Gipper Circle Permit office -
City, State, Zip. Sanford , FL , 32773 Permit Number -
Design Location. FL, Sanford Jurisdiction- 691000
Duct Test Time: Post Construction
Required Duct Leakage from (Qn,out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 CFM25(Out)
2 System 2 CFM25(Out)
3 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5 CFM25(Out)
Tested Sum lines 1-5
Total
Divide by 2188
House Duct
Total Conditioned Floor Area)
System
Leakage
Tested On (Out) must be less than or equal to the required On (Out).
I certify the tested duct leakage to outside, On,
is less than or equal to the prop a duct
leakage On specified on FOR R40 -2017.
SIGNATURE:
PRINTED NAME:
TacywadfilK
DATE:
Duct tightness shall be verified by
testing to ANSI/RESNET/ICC 380 by
either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or
individuals licensed as set forth in
Section 489.105(3)(f),
g), or (i), Florida Statutes.
BUILDING OFFICIAL:
DATE:
5/1/2018 2:49 PM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant S Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name. Lol5ReaganPointe7510CN Builder Name: David Weekley Homes
Street: 2952 Gipper Circle Permit Office -
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction: 691000
Cond. Floor Area:. 2188 sq.ft. Cond. Volume: 19995 cu ft.
Envelope Leakage Test Results
Regression Data:
C n:
Single or Multi Point Test Data
R:
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50)' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w g. (50 Pascals). Testing shall be conducted by
either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3 Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be tumed off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section .4.1.2.
SIGNATURE: (— f
PRINTED NAME:
Eggers PC
DATE: V d --
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(0, (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
0, t1E STq F
WE 610
5/1/2018 2.49 PM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1
no.
SPEGAL
PLUMBING
S1
RECORD COPY
wo
114 vi0.
JAL
Spegalplumbing.com
LIC# CFC14Z8683
Spegal Plumbing LLC
PO Box 4478
Apopka, FL 32704
Office (321) 256-1234
Fax (321)250-2304
50
RECORD COPY
PLOT PLAN
LEGAL DESCRIPTION:
LOT 5, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIEDTO:
DAVID WEEKLEY HOMES
SO = Set Backs,
as shown hereon are from the lot specific
site plan as provided by the client
I
Ok to construct single family home
with setbacks and impervious area
shown on plan. 5-7 .f-j
Lot 6 10, Seth
i N 89.49'04' E 80.00'(P) g Line
0.15V Ea "as* 40 Its
Easement 1 . b . b
I rr; Ui
5.3 _
i................u.T..............
I' a.e
in- "i`':i'..
mE
AIC Part
b ............
Proposed TWO Story ','.'.'.'.'.'.'.'.' b' Rqp•••, o i Concrete Block And Wood Frame aNe•W• oW I h •;
v Residence 02952...'.'.'.'.'.'.
57......... Proposed FFE=49.00 ......... '.•. • i;
c
1 o E Lo15 .:..:.:.:.:.:.:.:.:.:... toe
15 Setbad28
vc 1I.•. vR1GZiI
a .ar ............0e E5.3
0.42' East uibi- 1.1 1Inb Easement
S
89'4704" W 80.001(P) 20' Garege Sethack Line
yr
J in
Lot
4 1I
2952
GIPPER CIRCLE, SANFORD,
FL 32773 Area
Calculations Total
Lot Area- 3,200 sq R (100%) Impervious
Area in Square Feet: Tole:
House Foot Print = 1,294 sq R (40%) Total
Porch and Deck/Lanai = 170 sq R (05%) Total
Driveways or 320 sq R (10%) Total
Walkways = 40 sq R (01 %) Total
A/C Pads = 16 sq R (0.5%) Total
Out Buildings or 00 sq R (00%) Total
Pool Deck Surface (Not including Water Surface = 0,000 sq R (00%) Total
Total Pool Water Surface = 0,00012 0,000 sq fl (00%) Elevations
are based on civil
grading plans. Lot
is Type "A" Grading Plan UE -
Utility Easement 4120/
2DIS I Date C017101eted: D4r"18 Drawn
By: G S. I File Number:IS-46493 PP Legend
C
CalculatedPC Point of CtavtAtaa B
Contudine ConcreteBlock Pe. - Pags PI -
Point of IMrsactlon Concrete
Monument P.O.B.. Point of Bplrtnirp co
ConeControls P.O.L - Point on Una D
Desorlptlon PP - Pv w Poe DE
Dralhags Ewsmem PRM • Pormonent Reference MA.
Federal F. . CmrerKy PT . Point of Tarp MehagemsnlAgsnLyR - Radius 1-
I.1: Flnisha0 Floor k7evallon Red • Radial Fact.
Found RISC - Rotor IS Cap IP
Icon Pips Rm - Rocvvred Lea
tsvW ) RIO' - Roofed M
SH set 'A* NADNagaDisktarp'LLO 762:r N.
R. Non -ROW Typ. •Typical ORB
Official Records Book UE • UWlly Easrnra P
Plal WM - Water Molt P.
B. Plat Book a - Delta (Central Mille) Wood
Faros 0- - Chain Lint I — its
a/ =
Proposed Elevation 4iia
ti 31OVID r _
isKAraw— N31ddlO
As
As
w a
o.
2952
GIPPER CIRCLE, SANFORD, FLORIDA 32773 L1
L2 S
00'10'56" E 40.00'(P) N 00'10'56" W 04.79'(P) I
Survey
Is Based upon the Logo) Description Supplied by Client. Abutting
Properties Deeds have NOT been Beseardled la Go^ Wedops ond/or Nlotus SublKI
to any Easements, and/or IrestdctIons at kKord. Beannp
bass shaven hReon.Is Asw vd and Based upon the Line Denoted wratha•eB•. Bu,
Iding T,es ore NOT to be used to reconstruct Property Lines. fence
Ownership b NOT Oetermmed. Reel
OvedtengL Underground Utilities and/or Footers have NOT been located UNLESS otherwise
noted. Sepik
Tarts end/or Dminlield locations ore oppro'Imate and MUST be verilled by appropriate
Ubaly locatsen Companies. wit
of Is Survey tar Mposes other then Intended. Without Wm ran YMncotion, will be atthe
Umes Selo 4bk eM Without llablbty to the Sumyor. Nothing Maroon than be construed to
91ve ANY taglns or Benefits to Anyone Other men those Cerdned. POINTS OF
IN TEAE ST. PROPOSED DRIVEWAY
OVER EAST EASEMENT DoLo usl/
anBd by: `` E ACI'
i& . I'F.1,A4j SICE063FCAE54EB... This
is
NOT a Boundary Survey on Lote
CL ~ 1 r`
fir
I
1
T
s
W
E
4
r S
Graphic Scale
IT
10' 2
4 Scale: 1 "=20'
and r ^Y
CDirection
on Use sDatam:ylow1k Based anInformstobrnnffurnished led otodand Conforms to 11 StandardsofPruttleofor
Land St I Store of rWdo to accordance with Chapter
Si17.052 npW iv nburao Codes. Pursuonl Iy,SB)<tlan 472,
027Florida Statutes. Ireland & AssocIiales Snrueong, Inc. 1301 S. International Parkway
Suite 2001 Lake Mary,
Florida 32746 www.irelandsurvoying.com Offlce407.
678.3366 Fax-407.
320.8165
RECORD COPY
Residential Load Demand
General Method
2174 square feet X 3VA = 6522 VA
Small appliance load = 3000 VA
Laundry = 1500 VA
total 11,022 VA
First 3000VA @ 100%........... 3000 VA
Remaining @ 35%................2807 VA
OSANFORD
0'
5807 VA
Dryer 5000 VA
Disposal 650 VA
Dishwasher 1200 VA # 1 8- 2 5 50
Refrigerator 720 VA
Water Heater 4500 VA i
Range. 8000 VA
Heat 8000 VA
Micro. 1200 VA
total 35,077 VA - 240V= 146 amps= 150 amp service
Model 7510
Contractor David Weekley Homes
Subdivision Reagan's Point
County Seminole
City Sanford
James Lanier
EC 0002989
Office # 407-933-7771
JrMom
copy D
City of Sanford Building
and Fire Prevention Product
Approval Specification Form Permit ##
1 8- 2 5 5 0 Project
Location Address 0O%
W NG SANFORD
As
required by Florida Statute 553,842 and Florida Administrative Code 9N-3, please provide the information
and product approval number(s) on the building components listed below if they are to be utilized
on the construction project for which you are applying for a building permit. We recommend that you
contact your local product supplier should you not know the product approval number for any of the applicable
listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance
with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval
can be obtained at www.floridabuild ina.ora. The following
information must be available on the jobsite for inspections: 1. This
entire product approval form 2. A
copy of the manufacturer's installation details and requirements for each product. Category / Subcategory
Manufacturer Product Florida Approval # Description include
decimal) 1. Exterior
Doors Swinging Plastpro
Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single
Door - Inswing/Outswing (
X - Configuration) Plastpro
Inc.
8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single
Door utilizing Snap Frame"
Glazing - Inswing/Outswing (
X - Configuration) Sliding
MI
Windows and Doors I Sliding Glass Door FL# 15332-R2 MI Windows
and Doors Sliding Glass Door FL# 16054-R4 Sectional Amarr
Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide. Amarr
Dwg.
IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide.
Roll Up
Automatic Other
2.
Windows
June 2014
Single Hung Silver Line by Anderson Extruded Vinyl Single Hung
Window
FL# 19715
Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider
Window w/ Nailing Fin
FL# 14994
Casement
Double Hun
Fixed Silver Line by Anderson Extruded PVC Picture Window
w/Nailing Fin
FL# 14918.2
Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding James Hardie Building
Products, Inc.
HardiePlarik, Cemplank fiber-
cement lap siding
FL# 13192.2 R3
Soffits James Hardie Building
Products, Inc.
HardieSoffit Panels, Cemsoffit
Panels; fiber -cement soffit panels
FL# 13265.1 R-2
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2
4. Roofing Products
Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab,
laminated, 5-tab and hip/ridge
asphalt shingles
FL# 10124-R15
Underlayments Interwrap, Inc. Rhino Roof FL# 15216-112
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
June 2014
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals, Inc. MMI-213 Off Ridge Vent FL# 16568-R1
Other
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates MiTek MT20 FL# 2197-R5
Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7
Insulation Forms
Plastics
Deck / Roof
June 2014
Applicant's Signature
Applicant's Name _Tracy Wiggers_
Please Print)
June 201 4
ALPINE
MRWcQ~
r•w /w .••iw
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
weave II/I VI IIIOIIVI I.
ustomer Accu-Span Truss Company Job Number: 20523
PbDescription: 7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY
idress: Lot 5 Reagan Pointe I City, State, Zip: SANFORD, FL
Name, Address and License # of Structural FOR if one exists for the building:
Name: I License #:
Address:
Job Engineering Criteria:
Design Code: FBC2017RES
Wind Standard: ASCE7_10 Wind Speed (mph): 139
City, State, Zip:
State:
View Version: 17.02.01.1114.21 JRef A 1 W aT4080014
Roo/ Load (psQ: 20.00- 7.00- 0.00- Floor Load (psO: 40.00-10.00- 0.00-
5.00 5.00
This package contains a job notes page, 44 truss drawings and 9 details.
Item Seal # Truss
1 129.18 1541.06890 F1
3 129.18.1541.24620 F2
5 129.181539.00342 F03
7 129.181541.32093 F4
9 129.18.1541.39923 F4B
11 129.18.1541.44200 FG1
13 129.18.1539.00263 F5A
15 129.18.1539.00076 F6
17 129.18.1539.00248 F7
19 129.18.1539.00406 A03
21 129.18.1539.00405 A04
23 129.18.1539.00171 A05
25 129.18.1539.00497 A06
27 129.18.1539.00092 B04
29 129.18.1539.00170 B02A
31 129.18.1539.00046 B01
33 129.18.1539.00154 C01
35 129.18.1539.00575 JG2
Item Seal # Truss
2 129.18.1539.00341 F 1 G
4 129.18.1541.27800 F2A
6 12918.1539.00264 F3A
8 129.18.1541.35890 F4A
10 129.18.1539.00309 F5
12 129.18.1539.00232 FG2
14 129.18.1539.00294 F58
16 129.18.1542.26117 F6A
18 129.18.1539.00045 A01
20 129.181539.00545 A03T
22 129.181539.00653 A04T
24 129.18.1539.00404 A05T
26 129.18.1539.00407 A06A
28 129.18.1539.00122 B03
30 129.18.1539 00123 B02
32 129.181539.00217 CO2
34 129.18.1539.qOhG2 JG i
36 129.18.1539.
has t+se rear Is u en n e on
ti 6a u a Digitsr Signature. Printed
copies out an original signature must
iw
he ve ' uamq the original electronic t /
version. Vpltll
4
No.70861 !
STATE OF
O%"t.40R%1D,r'•'
sS ONA1.
os/I o/zo I s
Florida Certificate of Product Approval #FL1999 Printed 5H0/2018 3:13:54 PM
ALPINE
M01.I/.1F CHn
Infnlmmfinn Alpine,
an ITW Company 6750
Forum Drive, Suite 305 Orlando,
FL 32837 Phone. (
800)755-6001 alpineitw.
com Customer
v.
Accu-
Span Truss Company Job Number. 20523 JobDescription:
7510 C ELEV. 17510 C ELEV. -DAVID WEEKLY Address:
Lot 5 Reagan Pointe I City, State, Zip: SANFORD, FL Item
Seal # Truss 37
129.18.1539.00606 ERT 39
129.18.1539.00543 CJ3 41
129.18,1539.00513 CJ3T 43
129.18.1539.00544 HJ7T Item
Seal # Truss 38
129,18.1539.00654 CJ 1 40
129.18.1539.00419 CJ5 42
129,18.1539.00465 CJ5T 44
129.18.1539.00450 HJ7 This
document has been electronically signed
using a Digital Signature, Printed copies
without an original sgnature must be
verified using the original electronic version.
tttllNMr,`
M
H. ti
05/
10/2018 No.
70861 ! STATE
OF r
o
FSSIe
etOE°? Florida
Certificate of Product Approval #FL1999 Printed 5/10/2018 3:13:54 PM
Job Number: 20523 Ply 1 SEON 6157" / T20 SY42 Cust• R408 JRef: 1 WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty: 3I FROM. THI DrwNo: 129.18 1541 06890ITrussLabel: Ft KM / WHK 05/09/2018
913' , 10t1 4 2T6'4 1.24'¢' 2710*8
73' V3' 13' 11' 2 54'8
28'12 —f — 2'6'12 --{ f ^ ZS*12 --}— Z6'12 —}— Z6'12 — — Z6-12 --}— 2'6'12 2'8'12
a W=3X4
a3X8 =3X4 33X4 a3X10(16) =4X8 3X4 4)
A B C D E F G H I J K L M O
vI 10
W 3X4ar3X6=3X616) =3X4 w3X10 =W3X4 m4X10 m3X6 =3X4O
18'4' 1116'8
2710*8
i
Loading Criteria lost) Wind Criteria Snow Criteria (129.121 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL. 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
Z 905 / - / - /- / - / 7.3TCDL. 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.253 E 856 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.492 E 609 240 T 1937 / - I - / - / - / 5.5
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - O 551 / - / - / - / - 17.3
Des Ld: 55.00
EXP: NA HORZ L : 0.056 B Z Min B Width R 1.5
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: NA ft9
TCDL: NA psf Creep Factor. 2.0 T Min Brg Width Req = 1.5
Soffit: 200 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.914 O Min Brg Width Req = 1.5
Bearings Z, T. 8 O are a rigid surface.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max SC CSI: 0.738
Bearings Z 6 O require a seat plate.
Spacing: 24.0 C&C Dist a: NA it Rep Factors Used: No Max Web CSI: 0 780
Loc. from endwall: NA F7/RT:0(0y0(0) Members not listed have forces less than 375#
I. NA GCpi. NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration, NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber B- C 0- 2620 H -1 0 -1942
Top chord 02 SP #2 Dense C - D 0 - 2620 1 - J 1799 0
Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: D - E 0 - 2860 J - K 1799 0
Webs 4x2 SP #3 E - F 0 -2857 K - L 374 -1069
Plating Notes
F - G 0-1942 L - M 363 -1082
G- H 0 -1942 M- N 357 -1078
All plates are 1X3 except as noted.
Plate Shift Table Maximum Bot Chord Forces Per Ply (Ibs)
JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp.
No Size Shift Bite No Size Shift Bite Z - Y 1592 0 U - T 505 -183
6) W3X6 3.00 L 1.25 1161 W3X10 5.50 R 1.25 Y - X 29W 0 T - S 450 -936
1241 W 3X4 2.25 R 1.25 X - W 2557 0 S - R 1082 - 363
Deflection W - V 2852 0 R -O 864 -78
V - U 505 -183
detail NrrfL1 rryr DEFLCAMB 0114 for camber rec ommendations. commendations -
fl hei. Maximum Web Forces Per Ply (Ibs) b2W
Additional Notes •••••••/
4,ZA, Webs Tens.Comp. Webs Tens. Comp. E2x6continuousstrongback. See detail • Cj S . ' IZ- B 0 -1769 V1638 0 STRBRIBR1014
for bracingin • andbridging9 • ( : B- Y 1137 0 I- T 0- 2221 recommendations.
Y-D 0 -398 T-K 0 -1518 Deflection
estimate assumes composite action with O.7$ D - X 217 - 421 K - S 1016 0 singlethe
appropriate span rated glue nailed — : ; F - V 0 -1129 N - O 86 -960 sheathing.
ngWebssheWebsaresquarecut except dbI diagonals or as otherwise
shown. % $ AT O ol F Truss
must be installed as shown with top chord up. A %
P
t VQt` Wes"
05/
10/2018 WARNING'•
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT••
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses
reGuire extreme care in fabricating h ndlin9 she ping installing and bracinu, Refer to nd follow the latest edition TPI (
unctions. Installers of
SCSI Building to
ComponentgftyInformation, byv pna S CA) rtsi sae practices prior to Derfo mmg these shall rovide porery bracing
per B 51. Inl ss ngted oherwi e.top chord shall h e properly attached structural shgathin9 and bolt2m Ghoro sl atl have progeny attached
Hoed ceiling ocations shown rye rmanent lateral restraint Of webs shall have bracerx msTalled per BC51 sections B3. BSI or 810. A
tat face the Joi^details, noted otherwise. kefer to asapplicebflpQstoachofWssandpositionasshownaboveandonunlessdrawings16vi4-Z o s{rart ard prate positions. ALPINE AlpinB, a
division of ITW BuildinccL CCompo^ents Gr4yp Inr, shall nQ1 be responsible for any deviation from This d2winp,an failure to build the ,wm„oo w„n truss innformancewithANSI/TPI 1, or r handling, s Ipping, inslallatign and bracenq of IrussesA eat on the; dr3wiry or cover pa a 6750 Fpum Drive listens thsdrawingindicatesacceptanceofproTessionarenmgegnngresponsibilitysolely >r the desr n shovJn. The suitability Su;te 305 and 9seofthisDrawingforanystructuresaresponsibilitot11eBuildingDesigerperANSUTPI15'c.. For more
In(ormaWn see Iles b's enerel rates a and Ihese web Snes• ALPINE www al 'neilw coin TPI www.l nst.o SBCA: www •bOndUs win: IGC: www iwaale b Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON. 140245 / T2 / SY42
I
Cust: RR408 JRef• 1WaT4080014
7510 C ELEV 17510 C ELEV -DAVID WEEKLY Oty. 1 FROM: TH DrwNo: 129 18 153900341 Truss
Label: FIG KM / WHK 0510912018 T4.8 , 29110*8 ,
5'4.8 7
2Z6• I-- 26• 2'6.
12 -{ rs•a 2'6'
12 73'
4 -+- 2'3.4 -}-- 274 --{-- 2'3.4 -+- 274 -{- 274 -(- 274 111X3 1111X3 -06 3X4
111X3 sr1X3 A 111X3 III1X3
B
C
D W=
3X4 030 -5X8-
5X6 18)wW=3X4 -W=3X4 EF F G H
I J L M N O 5X8f28] =1X3 P R
S I
ACM AS AA
MZ
Y X W V U 1X3 a3X4 3X4 3X101121 -
W=3X4 r=3Xt0[17) a3X8 _e1X3_ 11'6'4 i18'
4.4 Loading Criteria (psf) Wind
Criteria TCLL: 40.00 Wind
Sid: NA TCDL: 10.00 Speed:
NA mph BCLL: 0.00 Enclosure:
NA BCDL: 5.00 Category:
NA EXP: NA Des Ld:
55.00
Mean Height NA it NCBCLL: 10.00 TCDL:
NA psf Soffit: 2.00 BCDL:
NA psf Load Duration: 1.00
MWFRS Parallel Dist: NA Spacing: 24.0 • C&
C Dist a: NA it Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration- NA Lumber
Top chord 4x2
SP #
2 Dense Bot chord 4x2 SP #
2 Dense Webs 4x2 SP #3 :
W20 4x2 SP #2 Dense - Special Loads Lumber Dur.
Fac.=1.
00 / Plate Dur.Fac =1.00) TC: From 100 plf
at 0,00 to 100 plf at 15.12 TC: From 50 plf
at 15.12 to 50 plf at 29,63 BC: From 10 plf
al 0.00 l0 10 plf at 13.63 BC: From 5 plf
at 13.63 to 5 psf at 29.63 TC: 26 lb Conc.
Load at 15.12,17.12,19.12,21.12 23.12,25.12,
27.12,29.12.29.60 Plating Notes All plates
are 3X6
except as noted. 29'10*8 Defl/
CSI Criteria PP
Deflection in loc
Udell U# VERT(LL): -0.240
M 905 360 VERT(TL): -0.419
M 999 240 HORZ(LL): 0.034
U - HORZ(TL): 0.047
U - Code I Misc Criteria
Creep Factor. 2.0 Bldg Code. FBC 2017
RES Max TC CSI. 0.929 TPI Sid: 2014 Max
BC CSI: 0.717 Rep Factors Used: Yes
Max Web CSI: 0.810 FT/RT:0(0y0(
0) Plate Type(s). WAVE
VIEW Ver. 17.
02.01A.11 Additional Notes 2x6 continuous
strongback. See
detail STRBRIBR1014 for bracing and
bridging recommendations. Deflection estimate assumes
composite
action with single layer of the
appropriate span rated glue -nailed wood sheathing. Webs are
square cut
except dbl diagonals or as otherwise shown. Negative reaction(
s) of -
1604# MAX. from a non -wind load case requires uplift
connection. See Maximum Reactions. Truss must be
installed
as shown with top chord up. Snow Criteria (Pg.Pf
in PSF) Pg: NA Cl: NA
CAT: NE Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA Plate
Shift Table ' ` +•4
JT Plate Chord
JT
Plate Chord `, lv,•••••••••" 1/ No Size Shift Bite
No Size Shift Bile y• fL'E S 112) W3X10 4.00L1.25 1171 W3X10 4.00 R 1.25 y •: k 181 W5X6
2.
75
R 2.75 [261 WSX8 4.75 R 2.75 y • r 29) W4X6 O 1.
50 i• L_ snn • 05/10/2018 14.
20 Maximum Reactions (
Ibs) Loc
R / U / Rw /
Rh / RL / W AC750 /- I- /- /- /7.3
Z 1523 /140 I- /- /- /
6.0 U 618 /1604 /- /- /- /7.
3 AC Min Brg Width
Req = 1.5 Z Min Brg Width
Req = 15 U Min Brg Width
Req = 15 Bearings AC, Z, & U
are a rigid surface. Bearings AC 6 U
require a seat plate. Members not listed have
forces less than 375# Maximum Top Chord Forces
Per Ply (Ibs) Chords Tens.Comp. Chords
Tens. Comp B-C 0-1985
J-K 2155 -1411 C - D 0 - 2000
K - L 3866 - 2152 D- E 0 -1994
L- M 3866 - 2152 E - F 750 -1136
M - N 3866 - 2152 F - G 750 -1136
N - O 3866 - 2152 G-H 750-1136
O-P 3121 -1682 H-1 753-1140
P-0 3121 -1682 1-1 2155-1411
Maximum Sot Chord Forces
Per Ply (Ibs) Chords Tens.Comp. Chords
Tens. Comp. AC -AB 1271 0
Y - X 517 - 382 AB -AA 2000 0
X - W 1911 - 3313 AA- Z 1869 0
W - V 2053 - 3800 Z - Y 517 - 382
V - U 985 -1873 Maximum Web Forces Per
Ply (Ibs) Webs Tens.Comp. Webs
Tens. Comp. AC- B 0 -1413
X - K 1297 - 560 B -AB 793 0
K - W 269 - 619 AA- E 721 0
O - V 761 - 416 E- Z 0 -1277
V- O 780 -1398 Z-1 1701 -1419
O-U 2147 -1113 1 - X 1001 -1986
S - U 523 - 86 IMPORTANT•• FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS s req ire extreme
cafe in labricatin h ndlin99 shipping ingtallinq and brac'no Refer to grid follow the latest edition of BCSI rSulldi nenttg f ty Information, by TPI ant SEienA) f0i safe practices prior to performing These functions. Installerssha11 p wde tertlpore rry9 I Der BCSI. Unless noted olherwi
e,top chord shall h ve properly attached structureI sheathing and bottom hord ghat havaa pro efly d riggid ceilingg Locations shown for
permanent lateral restraint of webs shall have bracin installed per eC l sections B3. B7 or 10. arable. A pay pTatBs to each
face, or truss and position as shown above and on the JoinfgDetails, unless noted otherwise kefer to ALPINE 3s 160A-Z or standard
platepositionsadivisionofITWBaidingq
omponsgnts Group In .,shall not be responsible for any ddeviation from this drewi an failure to build the ,,,,,,,,•.,r, c0nfqqqrmance with N511T 11, ,rpg75p Forum
Drivethis rawig indica es acceptce of proTessionaienangeringresponsibfllrisolelyrorthhedesignshown. The suiTabilftySuite 305 se this t0hawing or any strtureistheresponsibilitothewildingOesigerperANSIRPI1c.2. infli" ration see ihs tows general
noses Doge and these web sties, ALPINE: vvww all neov tom. TPI www 1pinst org: SBCA www.sbondusi.com: I_CC:_www rccsale oneOrlando FL. 32821__ -
Job Number: 20523 Ply: 1 SEON. 615769 f Ttt SY42 Cust. R408 JRef• 1WaT4080014
7510 C ELEV. f7510 C ELEV. -DAVID WEEKLY Oty 6 FROM. CH DrwNo: 129.18.1541.24620
Truss Label: F2 KM f WHK 05109M18
97 10'6' 23712
9'3" + 1'3'8 12 64
i
1'3'12
I -- 216'12 --1 2'6"12 -i I-- 2'6'12 --
1 216-12 —1 2'6'12--I--1'10- - I
W =3X4
A
a3X814)
C D
a3E4
F =
3CX4
H =
3X10
J =
3K4
a3X8[61 =3X4
S
m3X81141 =—W 3X4 _3X1081 =3X4
3X4
L
18'7'4 4'5"8 --{
23*0*12 -i
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,P1 in PSF) DeflICSI Criteria • Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA CI: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.258 F 842 360 V 971 / - / - / - / - / 7.3
BCLL: 0.00 Enclosure: NA Lu. NA Cs: NA VERT(TL): 0.518 F 565 240 P 1667 / - / - / - IF- / 6 0
BCDL. 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - V Min Brg Width Req = 1.5
EXP' NA HORZ TL : 0.060 B P Min B qWidthRe 1.5Des .00 Mean Height: NA ft ( )
NCBCLL: 10.00 9 Code / Misc Criteria Creep Factor. 2.0 Bearings V 6 P are a rigid surface.
TCDL: NA psf Bearing V requires a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.652
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std' 2014 Max BC CSI: 0.733
Spacing:24.0 " C&C Dist a: NA ft Rep Factors Used: No Max Web CSI: 0.734 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s):
Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 B - C 0 -2896 G - H 73 -2649
Lumber
C - D 0 - 28% H -1 73 - 2649
D- E 0- 2896 I- J 1226 0
Top chord 4x2 SP #2 Dense E - F 0 - 3386 J - K 1226 0
Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: F - G 0 -3386 K - L 457 0
Webs 4x2 SP #3
Plating Notes Maximum Bot Chord Forces Per Ply (Ibs)
All plates are 1X3 except as noted. Chords Tens.Comp. Chords Tens. Comp.
V- U 1727 0 R- O 1347 - 595
Plate Shift Table U - T 3403 0 O - P 1347 - 595
JT Plate Chord JT Plate Chord T - S 3386 0 P - O 0 -479
No Size Shift Bile No Size Shift Bite S - R 3383 0
41 W3X8 4.25 L 1.25 [6) W3X8 3.50 L 1,25
1141 W3X8 4.00 R 1.25 118) W3X10 3.50 R 1.25
Maximum Web Forces Per Ply (Ibs)
Additional Notes Webs Tens.Comp. Webs Tens. Comp.
STRBRIBR1014 for brae
ac . See detail 1Nrnlrrgrry pry V - B 0 -1919 R - I 1540 0
recommendations.
9 dbridging `Plv'
H, rrk B- U 1292 0 I- P 0 -2152 U-
E 48 -561 P-K 0 .901 Deflection
estimate assumes composite action with `y p•••E ••'••.• 4, E - T 317 -425 O - L 0 -503 single
layer of the appropriate span rated glue -nailed v. CJ S .••f ':• G - R 0 -1141 wood
sheathing. • • This
truss spaced @ 24.0' oc supports additional 3 : i ••
concentrated
load at right end from 3.00' stud wall d : O, %08 +' 13.
75 PSF) supporting 0-" roof spans with 0-" _ z overhang.
Roof load: 20.00 psf LL and 17.00 psf DL. Webs
are square cut except dbl diagonals or as otherwise
shown. A %Z• SAT 0 • a. Truss
must be installed as shown with top chord up. 9 •• coA
Vej j"
l0 Q1. EN 05/
10/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require ex reme care in la ricating,handlingg shipping m$talling and bracing Refer to and follow the latest edi0ori of SCSI (Buildin Component
gg fg ty. Information, by TPI pnC SBCA) t0i saf ty practices prior to periorining These tuncbons. Installers shall provide terhpora bracing
Ger B 51. LIN ss noted olhervin e.top chord shall%ve properir attached structural sheathing and boll%rrl Nord tihall t a pro a y atlacheorigidceilingyLocationsshownforpermanentlateralrestraintofwebsshallhavebracinccInstaliedpereclsectionsB3. B7 or 810, as
applicablflQ A[t0 Dtat ,s to ach face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to ALPINE
drawings160A-Z to stanaard pate positions. Alpine•
a diRhi.
on
of ITW Byildl'rr igCComponsgnisGroup Inc. shall not be responsible for any deviation from this drdwirtg,an failure to build the AnmroarN. truss
in qnnance with AN I/TPI 1, or for handlin shlDping, Ins Ilatibn and bracing of truesesA eat on this drawiXg or cover page , g750 Forum Drive listing
i Is awing indicatesacceptance f proessionar ¢ngnering responsibilit yy solelyr the esi n shown. The suitabditySuite 305 anduseo0iawingforanystructurestheresponsibilityotheBuildingDesigrferperANSUTP1Sc. For mole
mlolmeWn xe Thu D's enerel notes a end These web sues: ALPINE vrww at neuw coin: TPI: www 1 nsl o .SBCA www.sbpndus coin• ICC www iwale org Orlando FL. 32821
Job Number: 20523 Ply 1 SEON: 615774 / TI2 SY42 Cust. R408 JRef: 1WaT4080014
7510 C ELEV. 17510 C ELEV. -DAVID WEEKLY pry' 1 FROM: CH OrwNo: 129181541 27800 Truss Label:
F?A KM I WHK 05/09/2018 8' i9
68 23712 8' R
8 13'64 F 10
I
f• -
26.12 --}-- 2'6'12 2712 —{— 2.6.12 --1-- 26"12 -1 2-6.12 — f-- 2-6-12 -{ a W=
3X4 3X8 a3X4
a3X4 a3X10 =3X6 a3X4 A B
C D E F G H I J K L MIN 17'
1'
4 5111'8 -{ i 23'
0'12 Loading Criteria (
psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) DefllCSI Criteria Maximum Reactions (Ibs) TCLL: 40.
00 Wind Sid: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.
00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.192 T 999 360 V 863 / - / - / - / - 7.3 BCLL: 0.
00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.424 N 275 240 p 1818 / - / • / - / - 6.0 BCDL: 5.
00 Category: NA Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 Des Ld:
55.00 EXP: NA
HORZ(TL): 0.047 B - - P Min Brg Width Req = 1.5 Mean Height:
NA ft NCBCLL: 10.
00 TCDL: NA psi Code I
Misc Criteria Creep Factor. 2.0 Bearings V & P are a rigid surface. Soffit: 2.
00 BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.975 Bearing V requires a seat I 9 reqpate. Load Duration:
1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI. 0.781 Members not
listed have forces less than 375# Spacing: 24.
0' C8C Dist a: NA it Rep Factors Used. No Max Web CSI: 0.711 Maximum Top
Chord Forces Per Ply (Ibs) Loc. from
endwall: NA FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. 1• NA
GCpi. NA Plate Type(s): Wind Duration-
NA WAVE VIEW Ver. 17.02.01A.1114.21 B - C 0 -2454 G - H 718 -2095 Lumber C-
D
0- 2454 H -1 2025 0 D- E
0- 2454 I- J 2025 0 Top chord
02 SP #2 Dense E - F 220 - 2669 J - K 457 0 Bot chord
02 SP #1 Dense B2 4x2 SP #2 Dense: F - G 718 -2095 K - L 457 0 Webs 4x2
SP #3 Plating Notes
Maximum Sot Chord Forces Per Ply (Ibs) All plates
are 1X3 except as noted. Chords Tens.Comp Chords Tens. Comp Plate Shin
Table V - U
1503 0 R - O 925 -1333 U - T
2672 •214 O - P 928 -1333 JT Plate
Chord JT Plate Chord T - S 2669 - 220 P - O 0 - 786 No Size
Shift Bite No Size Shift Bite S - R 2664 - 227 1131 W
3X8 3.75 R 1.25 1171 W 3X10 3.75 R 1.25 Additional Notes
Maximum Web Forces Per Ply (Ibs) 2x6 continuous
strongback. See detail Webs Tens Comp. Webs Tens. Comp. STRBRIBRIOi14 forons
bracing and bridging recommendat1A NrrIH:
rmpryhY' V - B 0 -1670 H - P 0 - 2087 Deflection estimate
assumes composite action with r ..•.... ' 1 ', B- U
1051 0 P- J U - E
465 - 472 J - O 0 -1378
552 0
single layer
of the appropriate span rated glue -nailed` ye•• 4 ; NS'•. F -
R 0 -1150 O - L 0 - 501 wood sheathing.
ve GE ••• ` R - H
1492 0 This truss
spaced Q 24.0' oc supports additional y i concentrated
load
at right end from 3.00' stud wall O, 08
1 13 75PSF) supporting 0-" roof spans with 0-0-0 i overhang. Roof
load: 20.00 psf LL and 17.00 psf DL. Webs are
square cut except dbl diagonals or as otherwise shown
SAT O Q Truss mustbeinstalledasshownwithlopchordup. LQ y f
V COA li
ONA 05/10/
2018 felail1 IMPORTANT"
FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aa ryi _
eryVeme cafe in fabricating h ndlin9 shiptpying mgtalling,and bra%nSt. Refer to and follow the latest stt editionof BCSI (Buildnn t I. Unless
noted oihTerwi-gedtop chord s alfla3vpeprepeAYYpattachedslrNFnctu rahsheathmgU and bostt2ra Nord $hinthade temporalaprrAy aatd coiling. LocationsshownforpermanentlateralrestramIofwebsshallhavebracinginstalledperBCIsectionsB3. 7 or 910. Pe._ Apply plates
to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. tefer to a division of
ITW Buildl'ngComponents Group InC. shall not be responseple for any deviation from this drawin.anv failure to build the tripnf nuance with
ASIARPl 1. or ffor han0dlen slleppeng• enslFllation and bracing 2 lrussesA seat on this dr wing or cover pag es rowing indicatesacceptanceofproResseonarengengeringreponsebilitsolelyforthedsignshown. The sLAaaility e o this
drawing or any structure is the responsibility o the uildng Desig er per ANSIITP Sic.2. mhfnnMnn as. IMa
nh'a n•nn,nl ml•a none nnM hnan urolansa •1 DINL• w,w., nlrannw rum TDI uw.wu I,wna, n,nCDI"•.uu.. eMM..a,n. rww• If f• ....a...,.,an1, A IPL NE nmvmvrm 6750
Forum DriveSuite
305
Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON: 140232 1 T22 I SY42 Cusl. RR408 JRef' 1WaT4080014
7510 C ELEV. f7510 C ELEV. -DAVID WEEKLY Oty: 6 FROM. TH DrwNo. 129.18.1539.00342ITrussLabel: F03 KM I WHK 05109/2018
135" 155' 22'1"10 _ f
66"10
2'6'12 2-6-12 —{
3
215"12 --{-- 2'6"12 ,
1 26-12 --{
1-3-6 {
1
WG
43XB4C4 =3XF61 3X4 =3X4 z3X6119) 1112LADFJIKC4T :
e
1 '
10• S
R O P O N M 3X4 =
3X10 s 3X81111=3X6118) 3X61211 W =
3X4 57"
4 16'6"6 22'
1'10 J
Loading
Criteria (psi) Wind Criteria Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL:
40.00 Wind Sid: NA Pg: NA CI: NA CAT: NA PP Deflection in loc Udefl U# Loc R / V / Rw / Rh / RL / W T
211 / 237 / - I - / - / 7.3 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.163 O 999 360 BCLL:
0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0 332 O 675 240 S 1623 / - / - / - / - / 8.0 BCDL:
5.00 Category: NA Snow Duration: NA HORZ(LL)' 0 022 M - M 818- Des
EXP:
NA HORZ TL 0.030 M T Min B Width Re 1.5 qCode /
Misc Criteria CLLd: 10.00
NCBCLL:
00 Mean
Height NA fl 9TCDL:
NA psi CreepFactor.
2.0 S Min Brg Width Req = 1.5 2.
Soffit: 2.00 BCDL. NA psi Bldg Code: FBC 2017 RES Max TIC CSI: 0.810 M Min Brg Width Req = - Bearings
T & S are a rigid surface. Load
Duration, 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.905 Bearings
T 8 S require a seat plate. Spacing:
24.0 ' C8C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.651 Loc.
from endwall: NA FTIRT:0(0y0(0) Members not listed have forces less than 375# l:
NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind
Duration: NA WAVE I VIEW Ver. 17 02 0IA. 1114.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional
Notes B - C 622 .142 G - H 0 -1669 Top chord
02 SP #2 Dense + 2x6 continuous strongback. See detail C - D 1366 0 H -1 0 -2308 Bot chord
4x2 SP #2 Dense STRBRIBR1014 for bracing and bridging D - E 1366 0 1-1 0 -21T7 Webs 4x2
SP #3 recommendations. E - F 0-1669 J - K 0 - 2177 Plating Notes
Deflection estimate
assumes composite action with F - G 0 -1669 single layer
of the appropriate span rated glue -nailed All plates
are 1X3 except as noted. wood sheathing. Maximum Sot Chord Forces Per Ply (Ibs) Webs are
Plate Shift
Table square cut
except dbl diagonals or as Chords Tens.Comp. Chords Tens Comp. otherwise shown.
JT Plate
Chord JT Plate Chord Negative reaction(s) of -237# MAX. from a non -wind T - S 142 - 622 P - O 2308 0 No Size
Shift Bite No Size Shift Bite load case requires uplift connection. See Maximum S - R 442 0 O - N 2309 0 181 W
3X8 4.25 L 125 [11) W 3X8 3.50 L 1.25 Reactions. R - O 442 0 N - M 1383 0 1181 W
3X6 2.50 R 1.25 [191 W 3X6 3.25 R 1.25 1211 W
3X6 2.75 R 1.25 Truss must be installed as shown with top chord up. O - P 2308 0 Hangers I
Ties wtrlrrfrllarrrrry rryh Maximum
Web
Forces Per Ply (Ibs) J) Hanger
Support Required, by others A`` (.• Webs Tens.Comp. Webs Tens. Comp. T - B
690 -159 O - H 0 767 Deflection ••••••••••.• /1
S '••'
C-S 0-1110 I-N 89 -420 Max JT
VERT DEFL: LL: 0.16' DL: 0.22'. See detail a .•••GE S - E
0 -1980 N - K 879 0 DEFLCAMB1014 for
camper recommendations. i • r : E . O 1367 0 K - M 0 -1539 0.708
1 x ot SAT
O ; Q coA d
SLONAI. arrmrlfl O5/
10/
2018 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re
wire extremfne care in fa ricalin9 hh ndlin9 sh! pin rn.4talling and brac11'noo Refer to end follow the latest edition Componen[ vimty. Information, by TPI an, St CA) rot sa ety ractices prior to perrohning these funcbons. Installers shalwovide of BCSIBuildinto porar
g brawn9
oar
B I. Unless noted olherwi e,top chord shall have properlyY attached structure) sheathingg and bottorrl Nord gnall havaa pro4efly attached nstid
ceibnag Locations shownr rmanenl lateral resiremt of webs shall have brawnS1 mslalled per Bcl sections B3. B7 or 870. 160i4-Z
for standard plate posluons. I asapplicab'IeQ Apply plates to ach face of Wss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to A LPI N E AlpinQ, a
division of ITW B itdl'ngC moon nis Group In .shall not be reSDonsible For an deviation from this draws any failure or yqf
dwirlg to build
the rnmvoawnr Wss in
cgnfortnance with I N51lrPl 1, or handling shipping, installation and brednq lrussesA Seat on this or Eover page 6750 Forum Drive It thrsdrewinindicatesacrepanceofproTessionareninBringresponsibflitlrsolelyforthedesfanshown. The suitability Suite 305 this iawingforislne9uildingDesignerANSIRPI1SSc.2. and useofanystructureresponsibilitotheperFormore
inlomiaeon see iMs b's enerel roles a end ihe3e web 9i183: ALPINE: www.al ne N+tOm. TPI• www I nsr o SBCAwww sbpndusf com. ICC www.iusafe o Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON: 140233 / T26 / SY42 Cust. RR408 JRef. 1WaT4080014
7510 C ELEV /7510 C ELEV -DAVID WEEKLY Oty: 1 FROM: TH DrwNo 129.18.1539.00264
Truss Label: F3A KM / WHK 05/09/2018
t'8'1 2ZI'10
1'8'1 295*9
f - 1'7-5 -}- V4' {
TYP)
3X4 a W=3X4 w 3X4
A L R
AJ At
W 3X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
SCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 5500 Mean Height: NA ft
NCBCLL. 10.00 TCDL: NA psf
Soffit: 2.00 BCDL' NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 • C&C Dist a: NA ft
Loc. from endwall. NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
AS
m W=3X4
2Z1'10
T
a 3X4
EN
Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF
Pg: NA Cl: NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.000 O 999 360 AJ• 109 /. / - /_ /.
Lu: NA Cs. NA VERT(TL): 0.000 O 999 240 AJ Min Brg Width Reg = -
Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AJ is a rigid surface.
HORZ(TL): 0.000 R Bearing AJ requires a seal plate
Code I Misc Criteria Creep Factor. 2.0
265
Bid Code: FBC 2017 RES Max TC CSI 0 168 Members not listed have forces less than 375# 9
TPI Sid: 2014 Max BC CSI: 0.038
Rep Factors Used: Yes Max Web CSI: 0 042
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.20
0pP H• k
GE Sic ,
o. 7.08 1
ot SAT O :Q£
06
rtr
con WO ONAI ,
milask
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme cafe in fabricating, h ndlin9 shi ping installing and bracingo Refer to nd follow the latest edition of BCSI ((Budding
t Safety. Information, by TPI end S CA) r0 sae practices prior to periormi. g these unctions. Installers shall provide terhporary
SCSI. Unless noted olherwige,lop chord shall have properIxy attached structural sheathing and bottom chord ghall hav a proge y
1rd ceiling. Locations shown or permanent lateral restraint Of webs shall have bracinpeslalled p r C`I sections B3, 7 or 10.
0e. ADDIV elates to each face of truss and oosition as shown above and on the Joinf Details. un ess noted otherwise. tefer to a
dhnsion of any
failure
to buildthe n r
The so fahility ALIP
NE Anrrwp¢wrrr
6750 Forum
Drive Suite 305
Orlando FL.
32821
Job Number: 20523
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY
Truss Label: F4
Ply: 1
Oty: 8
SEON: 615756 I T32 SY42
FROM: TH I
Cust: R408 JRef: 1 WaT4080014
DrwNo. 129.18.1541.32093
KM I WHK 05109/2018
8' 9'7"4 1674 i
8' .
i. 1'7"4'
i' 7'
I -- 2'6"12 1 2'6"12 f - 1'6"12 + - 2.6.12 --{ I
III 1 X3 = W =3X4
1X3 =3X8 1111X3 =3X4 =3X4 1111X3 =3X8 1112X4
A B C D E F G H I
P
1
3X6
Loading Criteria (psi)
TCLL: 40.00
TCDL. 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld• 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height NA It
TCDL: NA psi
BCDL: NA psf
MWFRS Parallel Dish NA
C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 02 SP #2 Dense
Bot chord 4x2 SP #2 Dense :82 4x2 SP #1 Dense:
Webs 4x2 SP #3
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Site No Size Shift Bite
14) W4X6 3.00 R 1,25
Hangers / Ties
J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: I.L. 0.21' DL: 0.21" See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
i 2x6 continuous strongback. See detail
STRORIBRIO14 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
1A0 1111A3 III IAJ=9AG114J =JAO
W=H0312
16TA
Snow Criteria (Pg.Pt in PSF) Deft/CSI Criteria Maximum Reactions (lbs)
Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
p 899 / _ / _ / _ / _ / 7,2PI: NA Ce• NA VERT(LL): 0.208 M 929 360
Lu: NA Cs: NA VERT(TL): 0.365 M 738 240 J 913-
Snow Duration: NA HORZ(LL): 0.035 B - P Min Brg Width Req = 1.5
HORZ(TL): 0.048 B
Creep Factor. 2.0
J Min Brg Width Req = -
Bearing P is a rigid surface. Code / Misc Criteria
Bldg Code: FBC 2017 RES Max TC CSI: 0.657 Bearing P requires a seat plate.
TPI Sid: 2014 Max BC CSI: 0.795
Members not listed have forces less than 375#
Rep Factors Used: No Max Web CSI: 0.539
Maximum Top Chord Forces Per Ply (lbs)
FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567
C- D 0- 2601 F• G 0- 2567
WAVE, HS
D-E 0-2917 G-H 0 -2567
y. •
e• GE Sic ' ;
r
7,08 1
i
COA s ONAI,
05/10/2018
r
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp Chords Tens. Comp.
P-O 1577 0 M-L 2917 0
O-N 2919 0 L-K 2914 0
N- M 2919 0 K- J 1578 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P-B 0-1753 E-K 0 -658
B-O 1132 0 K-H 1094 0
O-D 11 -595 H-J 0 -1756
IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i req ire extreme cafe in fabricating, handling shi ping in%alling,and bracing.. Refer to alnd follow the latest edition of SCSI (Building
nent4g r Information. by 1 PI an Cd SBCA rai safDety Dractices prior top ormrng these unctions. Installers shall_provide poraly
per illl. Unless noted olherwi e top chord shall h8ve pro rlY attached structural sheathing and bott2m Nord shall haves pro ny
d rigid ceiling Locations shown roiDe rmanent lateral rest int of webs shall have bracm installed per BC I sections B3, B7 or 10,
Icabta AgI1piy plates to each Face of truss and position as shown above and on the Join etails, unless not otherwise. Refer tois160A-Z for sp eard plate positions.
a division of ITW BuildincLCompon nls Group Inc.,shall not be responsible for any deviation from this drewi an failure to build the
cpnformance with ANSI/TP1 1, or r handling, shipping, instpllation and bracing of trussfsA geal on this d I;p or i he :3aa lisdrawin indicates acceptance of proTessionar jngmgering r9sponsibiIi so ely for the design shovin. ty
e o/ this cawing for any structure Is the responsibility o the Building Designer per ANS PI 1 c.2.
ALPINE
mnwox~
6750 Forum Drive
Suite 305
Orlando FL, 32821
Job Number: 20523 Ply: 1 SEON• 615751 / T41 SY42 Cust: R408 JRef• 1WaT4080014
7510 C ELEV 17510 C ELEV -DAVID WEEKLY Oty: 1 FROM: CH DrwNo' 129.18.1541.35890
Truss Label: F4A I I I KM I WHK 05/09/2018
T y
4:
8' 9-7"4 1 167" 4
8' 1.7"4 1 7'
P, -- 2'6"12 f 2,6"12 —^{
1111X3
1X3 =3X8 1111X3 =3X4
A B C D
f - 1'6"12 -}— 2'6"12 P,
W=3X4
3X4 1111X3 =3X8 1112X4
E F G H I
11pp, I . il
P
1X3
3X6
Loading Criteria (psf)
TCLL. 40.00
TCDL: 10.00
SCLL: 0.00
BCDL: 5.00
Des Ld: 55,00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing. 24.0
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA it
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCp1: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense:
Webs 4x2 SP #3
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shift Bite
1141 W 4X6 3 00 R 1.25
Deflection
Max JT VERT DEFL: LL: 0.21' DL: 0.21'. See detail
DEFLCAMB1014 for camber recommendations
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
v
VI V i„ I V iii II V tr7r
W=H0312
16'7"4
Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs)
Fig: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/I# Loc R / U / Rw / Rh / RL W
Pf: NA Ce• NA VERT(LL). 0.208 M 929 360 p 899 / . / - / - / - 7.2
Lu: NA Cs: NA VERT(TL)• 0.365 M 738 240 S 913 / - I • / - / - 115.5
Snow Duration: NA HORZ(LL). 0.035 B P Min Brg Width Req = 1.5
HORZ(TL): 0.048 B S Min Brg Width Req = 1.5
Code I Misc Criteria Creep Factor. 2.0 Bearings P 6 S are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0,657 Bearings P 6 S require a seat plate.
TPI Std: 2014 Max BC CSI: 0.795
Rep Factors Used: No Max Web CSI: 0.539 Members not listed have forces less than 375#
FT/RT:0(0y0(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE, HS VIEW Ver. 17 02.01A.1114.21 B - C 0 -2601 E - F 0 -2567
C- D 0- 2601 F- G 0- 2567
D-E 0-2917 G-H 0 -2567
05/10/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
P-O 1577 0 M-L 2917 0
O-N 2919 0 L-K 2914 0
N-M 2919 0 K-J 1578 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P-B 0 -1753 E-K 0 -658
B-O 1132 0 K-H 1094 0
O-D 11 -595 H-J 0 -1756
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
as rreeqq Ire exVe[ a care in fa ricaOn9 h ndlin9 shipping installin and bracing. , Refer to arid follow the latest edition of 13CSI ((Building
onent sgty Inf<ormati
I '
by TPI aria S CA) rbr safety practices poor to performing these unctions. Installers shall crovide tempos
1 Cer I., Unless noted o erwi e,top chord shall h ve proper)r attached structure) shgalhing and bott2m 5hord $Hall hav a pro e y
1 d ri9g1d ceilin Locations shown or permanent lateral restraint of webs steal) have bracing installed per 6C51 sections 83. 7 or 10.
plicabt A p jr pI IBs to each face or wss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to
ngs 16 A-Z or standard plate posdions.
a. a division of ITW Buyildingq mponssnts Group In .,shall not be reypDonsiple for any deviation from This drdwi any failure to build the
in of rmance with ANSI/T 11, or for handling shipping, installation and bracing of trvssesA seal on thi; d ing of cover pa&e ,
g this $swing indicates accept rice pf proTessionai Qn angering responslbfli y solely for the desr n shown. The su' blllty
use of this thawing for any structure is the responsibilil of the building DesigrSer per ANSIITPI 1 c.2.
re information see this lob's general notes me and these web sdev ALPINE. www aipineitw com; TPI: vrww Ipinst org: SBCA. www sbonduslrY oom. ICC• www rcpafl
ALPINENE
iwm+omN«
6750 Forum Drive
Suite 305
Orlando FL,32821
Job Number: 20523 Ply: 1 SEON• 615746 / T27 SY42 Cusl• R408 JRef: 1WaT4080014
7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Oty. 1 FROM. TH DrwNo: 129181541 39923 Truss Label:
F48 I I I KM / WHK 05/09/2018 8' 9'
0" 167"4 8' 1'
0" 7'6"12 I , -- 26"
12 --}-- 26"12 — { A is
4X8B[
4) T y
e 1
y
R 4X6
Loading
Criteria (
psf) TCLL: 40.
00 TCDL. 10.
00 BCLL: 0.
00 BCDL: 5.
00 Des Ld:
55.00 NCBCLL: 10.
00 Soffit: 2.
00 Load Duration:
1.00 Spacing: 24.
0 " Wind Criteria
Wind Sid:
NA Speed: NA
mph Enclosure: NA
Category: NA
EXP: NA
Mean Height:
NA it TCDL: NA
pst BCDL: NA
psf MWFRS Parallel
Dist: NA C&C
Dist a: NA It Loc. from
endwall: NA 1: NA
GCpi: NA Wind Duration:
NA Lumber Top
chord
4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord
4x2 SP #1 Dense Webs 02
SP #3 Special Loads
Lumber Dur.
Fac.=1.001 Plate Dur.Fac.=1.00) TC, From
50 pit at 0.00 to 50 pit at 16.48 BC: From
5 pit at 0.00 to 5 pit at 16.48 TC: 199
lb Conc. Load at 0.96, 2.96, 4 96.6.96 8 96,
10.96,12.96,14.96,15.96 Plating Notes
All plates
are 1X3 except as noted. Plate Shift
Table JT Plate
Chord JT Plate Chord No Size
Shift Bite No Size Shift Bite 41 W4X8
4.25 L 1.25 (6) W3X8 3.50 L 1.25 t,41
W06 3.25 R 1.25 [15) W4X8 4.25 R 1.25 Additional Notes
2x6 continuous
strongback. See detail STRBRIBRIO14 for
bracing and bridging recommendations. Deflection
estimate
assumes composite action with single layer
of the appropriate span rated glue -nailed wood sheathing.
Webs are
square cut except dbl diagonals or as otherwise shown.
Truss must
be installed as shown with top chord up a3D 7A.
1bJ
W=H0312 15'11"
4 j 112 —
2712 {--
2'
7"8 -- 8"4{ W=3X4 =
3X4 ' a 3X4
a 4X8[151 1112X4 E FG
N I J 16'7"
4 L K
4X6 = 3X4
i Snow
Criteria (
Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA
Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W R 1195 / - / - / - / • /
7 2 Pf: NACe: NA VERT(LL): 0.226 D 811 360 Lu: NA
Cs: NA VERT(TL): 0.396 D 590 240 L 1503 / - / - / - / - / 8 0 Snow Duration.
NA HORZ(LL): 0.037 B - R Min Big Width Reg = 1.5 HORZ(TL):
0.051 B Creep Factor.
2.0 L Min
Brg Width Reg = 1.5 Bearings R
6 L are a rigid surface Code / MiscCriteriaBldgCode.
FBC 2017 RES Max TC CSI: 0.908 Bearings R & L require a seat plate. TPI Sid:
2014 Max BC CSI: 0,873 Members not
listed have forces less than 375# Rep Factors
Used: No Max Web CSI: 0.659 Maximum Top
Chord Forces Per Ply (Ibs) FT/RT.
0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(
s). VIEW Ver.
17.02.01A.1114.21 B - C 0 -3352 E - F 0 -3255 C- D
0- 3352 F- G 0- 3255 WAVE, HS
D- E
0 -3655 G- H 0 -3255 Maximum Sot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens Comp R-O
2101 0 O-N MW 0 O- P
3659 0 N- M 3648 0 P-O
3659 0 M-L 2016 0 Maximum Web
Forces Per Ply (Ibs) Webs Tens.
Comp. Webs Tens. Comp. R- B
0- 2334 M- H 1370 0 B-O
1383 0 H-L 0 -2281 Mirtwtmgrkrnq, C-
O
0 -405 L- I 0 -464 E - M
0 T11 H.
N'w to r
0.
7.
08 1 ' S AT
O •: Q & 9\OAA
VV
0 Ao 05/10/
2018 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAW ING1 IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme
care in fapl(icating h Haling shipping in%alling and bracing. Refer to @nd follow, the lallest edition of SCSI (Building t ggferyInformation, byY PI ;3n 'S CA) flii sale% practices prior to perfomnn these unctions. Ins tal ers shall uurovide tern rery B SI.
UnleLss noted olhervw e.top chord shall hove properlyy attached structu9al sheathing and per BC I osecUons 3v 7 progeny aaid ceiling..cations shown or permanent lateral restraint Of webs shag have bracmccj mslalled a10, l_Q._
Applplates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. kefer to a division of
TPI 1, or
Io r acceptance any structure
failure
to build
the I or cover
pa e n. The sut
bility ALPINE NE wmvmwrn
6750Forum
Drive
Suite 305 Orlando
FL, 32821
Job Number: 20523 Ply. 1 SEON: 140230 / T1 / SY42 Cust: RR408 JRef: 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty: 1 FROM: TH
C :
o: 129.18.1539.00309
Truss Label: F5 KM / WHK 05/09/2018
54"8 1 6.1" 4 14'11"12 1"4
5'4"8 9"6 8714 8
Loading Criteria (psf)
TCLL: 40.00
TCDL• 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0
I 2'6"
1
2-6-12
1
918"
6'1"2 1'4" —1
TMP)
3X4
A B C D K
0
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP. NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 42 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
IMPORTANT"
of
15'1"4
Snow Criteria (P9.P11n PSF) DefUCSI Criteria • Maximum Reactions (Ibs), or'=PLF
Po: NA Cl: NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.055 C 999 360 U 306 / - / • / - I -
Lu: NA Cs: NA VERT(TL): 0.096 C 949 240 L' 146 /-
Snow Duration: NA HORZ(LL): 0.014 B - - U Min Big Width Req = 1.5
HORZ(TL)- 0.019 B L Min Brg Width Req = -
Code / Misc Criteria Creep Factor. 2.0 Bearings U & S are a ngid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.727 Bearing U requires a seal plate
TPI Sid: 2014 Max BC CSI: 0 587
7.3
110
Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.110
Maximum Web Forces Per Ply (Ibs) FT/RT:0(0y0(0) Webs Tens.Comp. Webs Tens. Comp.
Plate Type(s):
WAVE VIEW Ver.17.02. 11A.1114.20 U -B 0 -396 B-T 0 391 Maximum
Gable Forces Per Ply (Ibs) Gables
Tens.Comp. D -
S 0 - 400 V0
r I v l Q COA /
O NA a` 05/
10/2018 ALL
CONTRACTORS INCLUDING THE INSTALLERS Ingtalling
and bracing Refer to nd follow the latest edition of SCSI Buildin racticgsYpriortopedrfotfiningtheseauncgtions. Instaalllllers shall prowdeQtoa por ae restreral
nt ofwebsshall have blracnainsflied per BG91 se lion 83 87 of B1 asshownaboveandontheJoinDetails, unless noted otherwise. Refer to'A
LPI N E ll
not be responsiple for any deviation from this dr?win an failure to build the ,,,m ,eMry iy,
InstaRation and bracing of,lrussesA eat on thrg drawing or cover p#ge , , 6750 Forum Drive a° en in ering regponsrbillb solely r the desr n shown. The sulWblllly iibilit
o the ufldmg Desig er per ANSIITPI 1 Sac.2. Suite 305 ALPINE
v al neaw com: TPI: w ipinst org, SBCA w stiandustry coin. ICC — f sere arg Orlando FL. 32821
Job Number: 20523 Ply, 3 SEON: 615782 I T39 FLAT Cust• R408 JRef: 1 WOT4080014
7510 C ELEV.17510 C ELEV -DAVID WEEKLY Oty: 1 FROM: TH I DrwNo- 129 18,1541.44200
Truss Label: FGt KM / WHK 05/09/2018
3 Complete Trusses Required
27 41"11 1 6.5"3 8.5"3 10.5"3 + 12'8"10 + 14'8"6 16'10"6 1r + 27 1'11"12 278 2' 2' 278 1'11"12 27
X6 = 4X66[5J III 2X4 = 3XX4 = 5X6 3 X4 III2X4 4X6- [20] = 4X6A
Tn PA
v
1 10•
Q P O N B2 M L K J
1113X4 =4X6 =8X8 1112X4 =3X8 1112X4 =3X6[191 =4X6 1113X4
16'10"6
1.10"4 2'1"12 2.3"8 2'1"12 2'1"12 2'5"4 2' 1'10"4
r' 1'10"4+ 3'11"15+ 6'3"7 + 8'5"3 + 10'6.15 13'0"2 + 15'0'2 ' 16" 0"6 {
Loading Criteria (ps0
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10 00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24 0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA it
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a. NA it
Loc. from endwall. NA
I. NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 20 SP #1 Dense
Sol chord 2x6 SP #2 :B2 2x6 SP SS:
Webs 20 SP #3 :W2, W4, W 12, W 14 2x4 SP #2 Dense:
Nailnote
Nail Schedule:0.128'4', min. nails
Top Chord: 1 Row @ 2.50" o.c.
Bol Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Bile No Size Shift Bite
151 W4X6 2.75 L 1.25 119) W3X6 4.75 R 1.50
120) W06 2.75 R 1.25
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Snow Criteria (P9,Pf in PSF) DeflICSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL
Pf: NA Ce: NA VERT(LL): 0.442 E 458 360 R 4297 / - / --
Lu. NA Cs: NA VERT(TQ: 0.773 E 333 240 J 4865 / . / _
Snow Duration: NA HORZ(LL): 0.059 A - R Min Brg Width Req = 1 7
HORZ(TL). 0.081 A J Min Brg Width Req = 1.9
Code I Misc Criteria Creep Factor. 2.0 Bearings R 8 J are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI• 0.936 Bearing R requires a seat plate.
TPI Sid' 2014 Max BC CSI• 0 944
W
8.0
4.9
Rep Factors Used YesRepFactorsUs Max Web CSI: 0.720
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21 A - B 0 -2499 E - F 0 -6618
5486 F- G 0 -5584
C-D 0-5591 G-H 0 -5491
D- E 0- 6618 H -1 0- 2523
m H. h
el
N •E SF •. <
i
o. 708 1
os SATVOOQ`
N
COA flOZI s
05/10/2018
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
Q-P 29M 0 N-M 5681 0
P- O 5591 0 M- L 5584 0
O- N 5685 0 L- K 3012 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
A-R 0-1336 N-F 1040 -24
A-Q 2801 0 F-M 0 -643
Q-B 0.1612 G-L 0 -621
B- P 2834 0 L- H 2791 0
P-C 0 -700 H-K 0 -1650
O-D 0 -621 K-1 2821 0
D- N 1035 -25 I- J 0 -1507
E-N 0 -513
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qqui extreme care in Fa rica0n9, handling shinpm in;telling and bratln9. , Refer to and follow the la esl edIII n of BCSI (Building
ii ly Informa0on, by TPI pnd SBCA) foi safe ractrces prior to pertorlmmg these tunc0ons. Installers sh IQprowde ternporery
r BCSI. Unless noted o'Urerwrse top chord shall h ve properly attached structur I sh athirl and bo t2m ho hall h vfl a pro etly
Id ceiling Locations shown foiDennanent lateral restramt of webs shall have bracm msTalled per BC I secbons B. B7 or 10,
Sete. A pTDtates to each face of Wss and position as shown above and on the Jom etails, unless noted otherwise. Refer to 604
Z o standard plate posi0ons. for
rTPI
1, or ror h acceptance
any
structure failure
to build the 1
or cover e n.
The su bility ALPINE
NEM"(
V w.rr 6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply: 3 SEON• 140244 / T28 I FLAT
I
Cust: RR408 JRef: IWaT4080014
7510 C ELEV 17510 C ELEV. -DAVID WEEKLY Oty. 1 FROM. TH OrwNo: 129.18.1539.00232
Truss Label: FG2 KM I WHK 05/09/2018
T
1
Loading Criteria (psq
TCLL: 40.00
TCDL. 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld. 55.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
3 Complete Trusses Required
2710 1 4
5"
1 10"6
4 6'7"10 819" + 10'11"10 + 12'9"12; 5
5" 2210 2'1"6 2'1"6 2710 1'10"2
AX10[7) a3XB6[5) =3C4 1112XX4 =3X4 a3X6j121 =3X70[14)
10'
M L K J I H
3X10[4)=3X6[61 =3X8=3X6[l11 3X101131 1113X4
13'3"4
1714 2'4"6 2'5"6 2'5"6 24"10 119"10
f 1714 + 4174 -1 6'7"l0 + 911.1 + 11'5"10 + 13'3"4
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category. NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,PI in PSF)
Pg: NA CL• NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.253 D 629 240
VERT(TL): 0.443 D 457 180
HORZ(LL): 0.042 A -
HORZ(TL): 0 057 A
Creep Factor. 2.0
Max TC CSI: 0.776
Max BC CSI: 0.793
Max Web CSI: 0.982
VIEW Ver. 17.02.01A.1114.20
Lumber Additional Notes
Top chord 2x6 SP #2 Truss must be installed as shown with top chord up.
Bot chord 2x6 SP SS
Webs 2x4 SP #3 .W2. W4, W 10, W 12 20 SP #2 Dense:
Nailnote
Nail Schedule:0.128'x3', min. nails
Top Chord: 2 Rows Qo 5.50' o.c (Each Row)
Bot Chord: 1 Row @ 3.25" o.c.
Webs : 1 Row Qa 4' o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting
Special Loads
4Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Mtnlprirr
BC: From 1i0 plf at 0.00 to
0.00 to11
plf at 13.27
TC: 818 lb Conc. Load at 2.15, 4.15.6.15.8.15 `y .••.... ' 1 ` rye,
10.15,12.15
V .. E ..• 4
BC: 818 lb Conc. Load at 2.15, 4.15, 6.15.8.15 • ••4 G SAC` •. ':
10.15,12.15 ••
i
Plate Shift Table 0. 708 1
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shift Bite 'k
1) W3X10 3.25 L 1.25 141 W3X10 3.25 R 1.25
5) W3X6 2.50 L 125 16) W3X6 2.50 R 1.25 s SAT O •
111) W3X6 2.50 L 125 112) W3X6 2.50 R 1.25 A : • Q
13) W3X10 3.00 L 1.25 [14] W3X10 300 R 1.25 ! ••. '
Purlins
The TC of this truss shall be braced with attached COA ON
spans at 24" oc in lieu of structural sheathing 4ypN1
05/ 10/2018
Maximum Reactions (Ibs)
Loc R I IRw /Rh /RL /W
N 5260 /- /- /- /- /7.3
O 6015 /- /- /- /- /6.0
N Min Brg Width Req = 2.1
O Min Brg Width Req = 2.4
Bearings N & O are a ngid surface.
Bearing N requires a seat plate
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp
A- B 0- 3429 D- E 0- 6981
B-C 0-6116 E-F 0 -6176
C- D 0 -6981 F- G 0 -3553
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
M- L 3874 0 K- J 6386 0
L- K 6333 0 J -1 4001 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-N 0-1634 K-E 644 -24
A- M 3734 0 E- J 0 - 664
M-B 0-1406 J-F 2381 0
B-L 2453 0 F-I 0 -1414
L- C 0- 687 I- G 3866 0
C- K 702 -24 G- H 0 -1789
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
mire extreme care in fabricatin , h ndlin9 shipping, in$tallrng,and bracing. Refer to nd 191low the latest edibun of BCSI (Buildingigf ty Information, by TPI pna S CA) r0i safety practices prior to perfohning these unctions. Installs shall vide tempora5
51. Unless noted oyherwr e,top chord shall have proper)Yy attached structural sheathing and bottorrl5mhord sl.3 havfla pro gel1idcerlinLocationsshownorpermanentlateralrestraintOfwebsshallhavebracinginstalledperBG51sectionsBa3. e7 or glv; lg.- AgpTy platgs to each facg of truss and position as shown above and on the Join Details, unless noted otherwise Defer to
failure to buildthe I.
The sua9 bflity ALPINE
NEMnW
CD.Vrl+r 6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply: 1 SEON: 140240 / T18 / SY42 Cust: RR408 JRef: 1 WaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty: 1 FROM: TH DrwNo: 129.18.1539.00263
Truss Label: F5A
3
KM I WHK 05/09/2018
r } 2,6,.1 11"8 1 2'6"12 1 2'6"12 ---4 gt 2'6"
III 1 X3 = 3X4 III 1 X3
1X3 =3X4 =3X4 1111X3 =3X4 =1X3
A B C D EF G
T
s
r
1
y
T
y
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
3X4 = 3X4
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA it
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA It
Loc. from endwall: NA
I• NA GCpi: NA
Wind Duration: NA
Top chord 4x2 SP #2 Dense
Sot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown
Truss must be installed as shown with top chord up.
6'3"4 5'7"4
11'10"8 -1
Snow Criteria (P9.P1 in PSF)
Pg: NA Cl: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L#I
VERT(LL): 0.018 B 999 360
VERT(TL): 0.034 B 999 240
HORZ(LL): 0.005 B - -
HORZ(TL): 0.008 B
Creep Factor. 2.0
Max TC CSI: 0.436
Max SC CSI: 0.605
Max Web CSI: 0.131
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
K 339 /• /- /- /- /7.3
J 694 /• /- /- /- /8.0
1 339 /- I- /- /- 17.3
K Min Brg Width Req = 15
J Min Brg Width Req = 1.5
1 Min Brg Width Req = 1.5
Bearings K, J, & I are a ngid surface.
Bearings K, J, & I require a seal plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver. 17.02.01A.1114.20 IChords Tens.Comp Chords Tens. Comp.
B- C 0 -405 E- F 0 -426
Al. Ee;.
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
K- J 405 0 J -1 426 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K- B 0- 450 J- E 0 - 438
C-J 0 -421 F-I 0 -474
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating h ndlin9 shi ping installing and brac'nqq, Refer to and follow the latest edibcn of BCSI Building
1g Fery Information, by TPI gno S CA) toi safely practices pnor to perf'o rning these tunctions Installers shall rovide to pore
BCSI. LintQss noted olherwise.top chord shall have properivy attache structural shpathing and bott2m hord sfQall hayQ a pro0effyCcidceilingLocationsshownforpermanentlateralrestraintOfwebssathavebracingginsliedper6C1sectionsB3, B7 or 10, ADD7v Dlales to each face of truss and Dosition as shown above and on the Join Details. unless not otherwise. Defer to
a division of ITW BuildincLComponsnts Groyrp In .,shall not be re;ponsiple for any deviation from This drdwing,an failure to build the
ypnipnnancge with ANSI/fPl 1 for han piing shipping, mst 311eabon and b ing of busses y Seal ondlhi; drawiXg or he su bilitythisidrawindindicatfesaccetnceoflhroTessionarenmerinrensbilisole) for the 1 esr n shown. le o this jawing or any structure Is i responsibilit o the uild ng Desig er per ANSI/TP 1 S c.2.
ALPINENE
iwmvorwn
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply 1 SEON: 140247 / T19 / SY42 Cust. RR408 JRef• 1WaT4080014
7510 C ELEV. /7510 C ELEV -DAVID WEEKLY Oh,. 1 FROM. TH DrwNo. 129.18.1539.00294
Truss Label: F5B KM / WHK 05/09/2018
2'6" 2'6"12
1
2'6" 12 2'6"
III 1 X3 III 1 X3
1 X3 1112X4 =1 X3
A B C D EF G
IIMAN IIsip
Loading Criteria (psf) Wind Criteria
TCLL: 4000 Wind Sid: NA
TCDL: 10.00 Speed. NA mph
BCLL: 000 Enclosure: NA
BCDL: 5.00 Category: NA
EXP. NA
DDes Ld: 55.00Desd:: Mean Height: NA tt
10 00 TCDL. NA psi
Soffit: 2.00 BCDL: NA psi
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 ' C&C Dist a: NA ft
Loc. from endwall. NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bol chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Snow Criteria (Pe,Pf In PSF) Defl/CSI Criteria
Fig, NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
Pf: NA Ce- NA VERT(LL): 0.013 F 999 360
Lu: NA Cs: NA VERT(TL): 0.050 F 999 240
Snow Duration- NA HORZ(LL): 0.004 1 - -
HORZ(TL): 0.009 1
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.887
TPI Sld: 2014 Max BC CSI: 0.605
Rep Factors Used, Yes Max Web CSI. 0.229
FT/RT.0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.20
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC• From 100 pif at 0.00 to 100 plf at 581
TC. From 225 pit at 5.81 to 225 pit at 11.63
BC: From 10 plf at 0.00 to 10 plf al 11.63
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
STRBsIBR1014 for bracing and bridging rtwlttu: rrry rrr' qrSeeecommendations.
1J`1 fH1p / , Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
y`.••• E •••••.• v,..'G $
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss be top 0708 1mustinstalledasshownwithchordup.
05/ 10/2018
A Maximum Reactions (lbs), or'=PLF
Loc R / U / Rw / Rh / RL / W
J' 207 I- I- /- l- /79.3
1 641 I- I- 1- l- 17.3
J Min Brg Width Req = -
I Min Brg Width Req = 15
Bearings K & I are a rigid surface.
Bearing 1 requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E-F 0 -744
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
J -1 744 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
K-B 0 -417 D-J 0 -471
J-E 0 -781 F-I 0 -828
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
puire extreme care in fapd tin ndlinil shicping installing and brat',% Refer to nd follow the latest edition of BCSI (BuildingSafety. Information, br T I n SBCA) for safe practices pnor to pert'orming these unctions. Installers shall orpvideatern propr4ar
SCSI. Unless rioted o7nerwlse top chord shall h va properly attached structural sheathing and bottrtnl ho CUon 1 B3v B7 'or B10y ,id ceilingp. Locations shown for e rmanent lateral restraint of webs shall have brac.inc stalled per BCle. Aotl olates to each face of Wss and Dosition as shown above and on the Joint"Details. unless noted the se. kefer to
a division of ITW Buildingq omponents Group Inc. shall not be responsible for anyo aviation from this drawi ,any failure to build thecgnfnuancewithAWa11, or f(or handling shipping, Instpllation and bracing b IrussesA seal on this dr wing or over pag6thisrawingindicaasacceptanceofproTessionarTngrneerin responsibility solely for tthe desiigan shown. The suitabilityieothisdrawingoranystructureisaresponsibilityoftheuildingDesigerperANSIRP ; Sic.2.
ALPINENE
rnnwOon•wrr
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply. 1 SEON: 615737 I T29 I SY42 Cust. RR403 JRef. 1WaT4080014
7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Oty: 9 FROM. CH DrwNo• 129 18.1539.00076
Truss Label: F8 I I I KM I AHF 05/09/2018
F3'+---- 1'610 1.610 -4 1
1111X3
1 X3 = 3X4 III2X4
A B C
Loading Criteria (pst) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00DDesd:: Mean Height NA it
00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing- 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Mangers I Ties
Simpson Construction Hardware is specified based
on the most current information provided by Simpson
Strong -Tie. Please refer to the most recent Simpson
Strong -Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of rive times the depth of
the supporting chord from any unsupported end,
unless unsupported chord end has 85% plating
coverage.
Bearing at location x=3'4"4 ,y=10' uses the following
support conditions: 3'4"4
Bearing D (3'4"4, 10') THA422
Supporting Member. (1)4x2 SP #1 Dense
2) 0.162-0.5- nails into supporting
member,
4) 0.148"xl.5" nails in flange and
6) 0.148x3" nails into supported
member.
37'4
Snow Criteria (Pg.Pt in PSF)
Pg: NA CI: NA CAT. NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0N0(0)
Plate Type(s):
WAVE
Def1/CSI Criteria
PP Deflection in Ioc Udefl L/#
VERT(LL): 0.002 B 999 360
VERT(TL). 0.003 B 999 240
HORZ(LL)• 0 000 D -
HORZ(TL): 0.001 D
Creep Factor. 2.0
Max TC CSI: 0.165
Max BC CSI: 0.178
Max Web CSI: 0.038
VIEW Ver. 17.02.01A.1114.21
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
H.
GEAI`Ql
05/ 10/2018
10,
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
E 184 /- /- /- I- /7.3
D 199/-
E Min Beg Width Req = 1.5
D Min Beg Width Req = -
Bearing E is a rigid surface
Bearing E requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire extreme care in fa ricating, handling shi ping i i%alling and bracing. Refer to and fellow the latest edition of BCSI BuildintigftyInformation, by TPI #no SBCA) roi sa ty practices prior to perfoihiinq these runcbons. Installers shall crovide le poreryg
8 51. Unless noted olherwise,top chord shall h8va properly attached structtfraI sheathing and bottom g ord shall have a proDenridceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BC 51 sections B3, B7 or BI
ita. ADDYi olates to each face of truss and oosition as shown above and on the Join Details. unless noted otherwise. kefer to
of
any
his drdwi an failure to build the
on this dr wiXt or over t, iliLetfesjgnshoein. ffhe su' b ty
ALPINENE
nm+wwn
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: 20523
I Ply: 1 I
SEON. 615734 I T24 SY42
I
Cust: R408 JRef: 1WaT4060014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty: 1 FROM. TH DrwNo: 129.18.1542.26117
Truss Label: F6A KM I WHK 05/09/2018
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL. 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: Soo Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA it
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing- 24.0 ' C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 02 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
t 3.7;4
t r 278 '44
f37
1'T 1'2'8 5.4
3
1.2.8
5•
TYP)
s 3X4 a 3X4
A B C D
T
e
H
G E
g
r12X4
3712
i
Yr4 -{
Snow Criteria (Pg.Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs, NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s).
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.001 A 999 360
VERT(TL): 0.001 A 999 240
HORZ(LL):-0.001 A - -
HORZ(TL): 0.001 A
Creep Factor. 2.0
Max TC CSI: 0.127
Max BC CSI: 0.048
Max Web CSI: 0.037
VIEW Ver. 17.02.01A.1114.21
A i `7 n
f
1L • `
COA230NALit
05/10/2018
Maximum Reactions (lbs), or •=PLF
Loc R / U / Rw / Rh / RL / W
E' 112 /- /- /- /- 139.8
E Min Brg Width Req = -
Bearing H is a rigid surface.
Bearing H requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aui extreme cafe in tob6 ling, h ndlin9g shipping in fling and bracing. ,Refer to and fpllow the latest edition of SCSI ((BuildingggreftyInformation, by TPI an S CA) r0i safe pradIces prior to performing these functions. Installers shall vide tompora
B s l Unless noted olhervvise,t chord shall h ve properfrr attache structural sheathing and bott2n i ora t#
fQ.B v@ orop/0IdceilingLocationsshownfforrmanentlateralrestraintofwebssalhavebracinistiedpereCee
21%. ARpgy plates to 9och face o truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
his drawl an failure to build the
on th 1; dr wl 9 or over pagDesignIhown. 4ThLee su gMility
ALPINENE
mrrwa •µr
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply 1 SEON 140241 / T23 / SY42
I
Cust• RR408 JRef: IWaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty: 9 FROM. TH DrwN0 12918 1539.00248
Truss Label: F7 I I KM / WHK 05/09/2018
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL. NA psl
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing- 24.0 CSC Dist a. NA it
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Sot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Mangers I Ties
J) Hanger Support Required, by others
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Negative reaction(s) of 419# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
F3+- 1'5" 174 -I
i 2' - j 11 "4 --1
i 2'11"4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl: NA CAT: NE
PL• NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FTIRT:O(Oy0(0)
Plate Type(s):
WAVE
T
Def /CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0 010 C 999 360
VERT(TL): 0.039 C 594 240
HORZ(LL): 0.004 B - -
HORZ(TL): 0.009 B
Creep Factor. 2.0
Max TC CSI: 0.186
Max BC CSI: 0.082
Max Web CSI: 0.272
VIEW Ver. 17.02.01A.1114.20
PTII H.
0.708
t S T
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS ORA
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL
of
any
AL
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
G 26 1419 /- /- /- /-
F 1148 /- /- /- /- /8.0
G Min Brg Width Req = -
F Min Brg Width Req = 1.5
Bearing F is a rigid surface.
Bearing F requires a seal plate.
Members not listed have forces less than 375#
Maximum Sot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
G-F 0 -491 F-E 0 -491
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G-B 645 0 B-E 714 0
B-F 0 -1102 C-E 0 -484
INSTALLERS
0rsInstallerrshell npr vidde@SteAporraing
nd bottgag o c On3 B3V B7 progenyadperBGe
I, unless noted otherwise. Refer to
failure to buildthe n
r erhe sua9 bility ALPINE
NEw
mrmr+r+n 6750
Forum Drive Suite
305 Orlando
FL, 32821
Job Number: 20523 Ply 1 SEON. 614144 I T9 I COMN Cust: RR408 JRef: 1WaT4WWI4
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty 9 FROM: TH DrwNo: 129.18.1539.00045
Truss Label: A01 KM / WHK 05/09/2018
TS'73 15' 228'3 , 39
15-13 7"6'3 + 16-3 7"5'13
014p6
30
1 4' 10' i IV 10, 1'4
IV 2V 3V
Loading Criteria (psf)
TCLL: 20.00
TCDL. 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
Wind Criteria
Wind Std. ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category' II
EXP• B
Mean Height 24.10 it
TCDL: 4.2 psf
BCDL. 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bol chord 20 SP #1 Dense :B2 20 SP #2 Dense
Webs 2x4 SP #3
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42'-high x 24'-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl. NA CAT: NA
Pf: NA Ce: NA
Lu. NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT•0(0y0(0)
Plate Type(s):
WAVE
DefI1CSI Criteria
PP Deflection in Ioc Udell U#
VERT(LL): 0.098 H 999 240
VERT(TL): 0.246 H 999 180
HORZ(LL): 0.036 H -
HORZ(TL): 0.063 H
Creep Factor. 2.0
Max TC CSI: 0.476
Max BC CSI: 0.955
Max Web CSI: 0,436
VIEW Ver. 17.02.01A.1114.20
05/10/2018
A Maximum Reactions (Ibs)
Loc R I U / Rw / Rh I RL / W
B 1306 / 311 / 636 / - / 180 / 4.0
F 1307 / 311 1636 / - / - 14.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings B & F are a ngid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 873 - 2187 D - E 868 -1968
C - D 868 -1966 E - F 874 - 2188
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - I 1883 - 638 H - F 1884 - 651
I- H 1259 -321
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - D 752 - 274 D - H 754 - 274
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in faplricating h ndlingg shi ping in;tallmg and bracing. Refer to and follow the lasest edition of PCSI (BuildingtggtyInermation, byY PI #n Sl CA) fiSr sae% practices prior to performing these (unctions Instal ers shall provide temporary
B I. Unless noted olherwi top chord, hove pro attached structural sheathing9 and bottQrtl fiord shall havQ a progenyaidceilingLocationsshownforDermanentlateralrestraintOiwebsshallhavebracingslalledpereClsectionsB3. 87 or 810,
e Afpi l plates to each face of Wss and position as shown above and on the Joint Details, unless noted othervase. fteter to6e0A•Z p sp ndard plate positions.
of
any
failure to buildthe The
suag bility ALPINE
NEw
rrwmwrrr 6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply: 1 SEON. 614145 / T8 / HIPS Cust• RR408 JRef. 1WaT4080014
7510 C ELEV. 17510 C ELEV -DAVID WEEKLY Oty 1 FROM: TH DrwNo: 129.181539.00406
Truss Label: A03 I KM / BAF 05109/2018
8'7P73 73' 7T 23'0-3 30,
f 6'11.73 + 6'0.3 + 4 1 803 - 6'tl•13
t D6 T3 aSEB
30'
4-10' ".
i"
10 -r- — 10' P IV 20, 3V
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL. 10.00
Soffit: 2.00
Load Duration: 1 25
Spacing: 24.0
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: B
Mean Height: 23.60 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ri
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense :T3 2x6 SP 1i
Sol chord 2x4 SP #1 Dense :B2 20 SP #2 Dense:
Webs 20 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24' oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl: NA CAT: W
Pf: NA Co. NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid' 2014
Rep Factors Used: Yes
FT/RT:0(0N0(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.138 E 999 240
VERT(TL): 0.531 E 999 180
HORZ(LL): 0.056 D -
HORZ(TL): 0.136 D
Creep Factor. 2.0
Max TC CSI: 0.677
Max BC CSI: 0.955
Max Web CSI: 0.208
VIEW Ver. 17.02.01A.1114.21
SaO ;Q
A
0 At
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 1215 /145 /641 /- /160 / 4 0
G 1215 /145 /641 /- /- /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
G Min Brg Width Req = 1.5
Bearings B 6 G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 504 -1971 E - F 486 -1725
C - D 487 -1725 F - G 504 -1971
D-E 435 -1261
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1697 - 346 I - G 1697 - 371
J -1 1261 - 213
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 176 - 402 E - I 545 -103
J - D 545 -103 I - F 176 - 402
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating h ndlin9 shippmNinstalling_and pracino. i Refer to 8nd fellow the laest edition of SCSI (Buildingt Sfeon, by TPI and S CA)safretyct'ca pnor toenohn theselurhnfr BI.Unsnoted o erwrge.top chordshah8perlyariachedstrualeathmc and boriQm ord Sall havprlygid ceiling LocationswnforrmnenttgraaintofwebsshallhavebracinginsTalledper6C1sectionsB3, B7 or 810,itQ.AI
pT platoech face, of Wss and positios shown above and on the JoinfDatads, unless noted otherwise. Defer to 6eA-Zp %e n 8rd plate W. bons. rf Pl
1, or for n acceptance any
structure
failure to
build the 1 or
cover pa n. The
sui ility ALPINE NE
wmvO6750
Forum
Drive Suite 305
Orlando FL.
32821
Job Number: 20523 Ply: 1 SEON. 614203 / T45 / HIPS Cust' RR408 JRef. 1 WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty: 1 FROM- TH DrwNo. 129.18.1539.00545
Truss Label: A03T KM / OAF 05/09/2018
7. T2'10 13' '{ 23'1'7 , 30'
24' 4'10'10 59'8 4' 8'1'7 6'10'9
4Xa w4x6
D E
30'
2'4- a'11'4 5'8'12 3'10'4 6'48 8.9-4 1'a'
2'a' T3'4 IT 16.10'4 23712 30'
Loading Criteria (psr) Wind Criteria
TOLL: 20.00 Wind Sid' ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category. 11
Des Ld: 37.00
EXP: B
Mean Height 23.60 it
NCBCLL. 10.00 TCDL: 4 2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It
Spacing: 24 0' C&C Dist a. 3.00 it
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration, 160
Lumber
Top chord 20 SP #2 Dense :T1 2x6 SP SS:
Bot chord 20 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 5X6 except as noted.
Puriins
In lieu of structural panels use purlins to brace all flat
TC Q 24' oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,PI in PSF) Def11CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.351 C 999 240 A 1140 / 126 / 592 / • 1155 / 4.0
Lu: NA Cs: NA VERT(TL): 0.964 C 539 180 G 1210 / 145 / 638 / - / • / 4.0
Snow Duration: NA HORZ(LL): 0.224 1 - Wind reactions based on MWFRS
HORZ(TL): 0 419 1 A Min Brg Width Req = 1.7
Code I Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = 1.5
Bldg Code. FBC 2017 RES Max TC CSI: 0.926 Bearings A & G are a rigid surface.
TPI Std: 2014 Max BC CSI, 0 594
Rep Factors Used: Yes Max Web CSI: 0.768 Members not listed have forces less than 375#
FT/RT:0(0y0(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114 21 A - B 173 -498 D - E 474 -1504
B - C 624 - 2502 E - F 442 -1480
C - D 498 -1768 F - G 506 - 2007
IMPORTANT'* FURNISH THIS DRAWING TO ALL
as
F •.
o.08 1
bL
At ENG
05/10/2018
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J - 1 1724 -374 1 - G 1727 - 373
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp.
B - M 2402 -495 N - J 1286 - 225
C - N 266 -969 N - E 436 -92
M - N 2397 - 494 J - F 177 •541
D-N 528 -121
INCLUDING THE INSTALLERS
Refer to nd follow the latest edttiun of SCSI (Building
mtng these functions. Installers shall provide lerhpora
uctureI shgathin9 and bott2m hortl shall hav a pro e1havebracmcinsliedpergClsectionsB3. 7 or 10. on the Join etails. unless noted otherwise. kefer to
a division of ITW Buddingq ompongnls Gaup In% shall not be responsible for any deviation from this drawin .any failure to build the
i sgnformance with AN I/T 1 1. or for handling piny. installation and bracin of trussesA seal on thq dr9 I g or over Pat11rsdrawingindicatesacceptanceofproTasslonafeningerins responsibility solely for the dear n shown. he surta ilityBeofthisthawingForanystructureistheresponsibilitofthebuildingDesigrferperANSI1 c.Z.
A IPLNE
nmrmwnnr
6750 Forum Dnve
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON: 614146 / T7 / HIPS Cust: RR405 JRel: 1WaT4080014
7510 C ELEV. r7510 C ELEV. -DAVID WEEKLY City: 1 FROM: TH OrwNo: 129.18.1539.00405
Truss Label: A04 KM / BAF 05/09/2018
5'11'4 11' 15' 19' 24'0'12 30'
5'11_4 5'0'12 4' 4' 5'0'12 5'11'4
s 5X6 a 3X4 a 5X6
D E F
39
1'4- 1IF + 10,
i
10' i1'4
10' 2V 30'
Loading Criteria (psf) Wind Criteria
TCLL. 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: B
Des Ld: 37.00 Mean Height: 23.10 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5 0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing, 24.0 ' C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Sot chord 20 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use puriins to brace all flat
TC Q 24• oc.
Wind
Wind loads based on MW FRS with additional C&C
member design.
Snow Criteria (Pg.Pf in PSF) Def1fCS1 Criteria Maximum Reactions (Ibs)
Pg: NA Cl: NA CAT. NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.087 E 999 240 B 1215 / 148 / 641 / - 1139 / 4.0
Lu. NA Cs: NA VERT(TL)• 0 238 E 999 180 H 1215 1148 / 641 / - / . 14.0
Snow Duration: NA HORZ(LL): 0.037 J - - Wind reactions based on MW FRS
HORZ(TL): 0 068 J B Min Brg Width Req = 1.5
Code I Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.282 Bearings B 8 H are a rigid surface.
TPI Sid: 2014 Max BC CSI: 0.946
Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.195
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21 B - C 541 -2006 E - F 463 -1394
C - D 489 -1725 F - G 489 -1725
D - E 463 -1394 G - H 540 - 2006
05/10/2018
Maximum Sot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
S - K 1738 -386 J - H 1738 -410
K - J 1485 - 294
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K-D 513 -98 F-J 513 -98
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shipping in%alling•and bra Refer to and Ipllow the latest editi n of BCSI (Building
Component g fety Information, byv TPI and SBI t0i safety practices prior to per or9ming these functions. Installers shall nrowde to pore
bracing uer B SI.• Unless noted olhenvige.top chord shall have properlyy attached sUuaural shgathln9 and bott2m hortl *hall hav a pro off
attached paid ceiUn9g Locations shownorDermaneM lateral restraint Of webs shall have brecin installed per BC I sections B3, 7 or 10
as appllcablQQ Appiy plates to Bach face of Wss and position as shown above and on the Joln etaits, unless noted othervvlse. Refer to A LPI N Edrawings160A-Z'(or standard plate positions.
Alping, a division of ITW ByitddingqCCompon nts Group Inc. shall npt be refiporille for any deviation from this drrddwin 9,an failure to build the truss
in conf nuance with AN51,01 1, or or handlin shipppingq, installation and bre in of trussesA Sgeal on thl; drawiXqq or Cover pag 8750 Forum Drive listingthisSrowingindicatesacceptanceofprofessionalenmer1ngregponslbilitysolelyforthdonshovlTn. The suiPa ility Suits 305 anduseofthisOiawingforanystructureistheresponsibilitotheBuildingDesigrferperANSI1.Z. FOr
more mlprmelron see Iles D's eneral nDl6! a end Ihese web sites: ALPINE: www al neiNr COm' TPI www 1 'nsl o : SBCA• www sbandus Wm ICC' www iCoele 0 Orlando FL. 32821
Job Number:
7510 C ELEV. f775t0 C ELEV. -DAVID WEEKLY I OOty: 1 I FROM- 6H 199 / T46 /HIPS
I osNo RAF 18R15 9.00
2018
14
Truss Label: A04T KM I
24• 1 88'tp
2'4• 4'4.10
11'
4.3.6
19_
6'6.12
e 4X8 II2X4 0 4X6
D E F
30'
24'71 30'
57*1 51 *15
r
2'4• + 4'S•4 4'2'12 1'3'f! 6'6.12 + 1111.12 1 1
2'4• 8'9•a 11 12'3 8 18'10.4 30'
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pt in PSF)
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Cl: NA CAT. W
TCDL: 700 Speed: 139 mph Pf: NA Ce: NA
BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA
BCDL: 10.00 Risk Category: II Snow Duration: NA
Des Ld: 37.00
EXP: B
Mean Height. 23.10 it
NCBCLL: 10.00 TCDL: 4.2 psi
Code I Misc Criteria
Soffit. 2.00 BCDL: 5.0 psf Bldg Code. FBC 2017 RES
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014
Spacing: 24.0 • C&C Dist a: 3.00 ft Rep Factors Used: Yes
Loc. from endwall: not in 9.00 ft FT/RT,0(0y0(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense :T1 2x6 SP SS:
Bot chord 2x4 SP #2 Dense :B3 2x4 SP #1 Dense:
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purllns to brace all Oat
TC Q 24' oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Deft/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W
VERT(LL): 0.336 C 999 240 A 1140 / 128 / 593 I - / 135 / 4.0
VERT(TL): 0.924 C 562 180 H 1210 / 148 / 639 / - / • / 4.0
HORZ(LL): 0.212 J - - Wind reactions based on MWFRS
HORZ(TL)' 0.397 J A Min Big Width Req = 1.7
Creep Factor 2.0 H Min Big Width Req = 1.5
Max TC CSI' 0.927 Bearings A & H are a rigid surface.
Max BC CSI: 0.767
Max Web CSI. 0.535
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver.1702.01A.1114.21 A-B 178 -498 E-F 559 -1830
B - C 659 - 2569 F - G 481 -1654
C - D 555 -1961 G - H 550 -1977
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
D-E 561 -1838
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - H 1716 -418
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B - M 2488 - 540 N - O 1686 320
C - N 253 - 906 O - J 1404 275
M - N 2481 - 535 O - F 487 -129
D-O 514 -155
3 wire extreme care in fabnsztin , 11 ndlin9 shipping in;talling,and bracing Refer to rid fpllow the latest edition of SCSI Buildingggf ry Information, by TPI pnd S CA)'oi safe practices prior to perforinmg these fvr)cbons Installer$ shall 7vide to poreB51. Lint@ss noted olherwrse.top chord shall h ve properIg attached s,ructural sheathing and bollW Nord seal havQa progenyIlidceilingLocationsshownrrmanentlateralrestraintyfwebsshalhavebracincLlnstalledperC`I sections Ba3, B7 or Me. A T g3tQes to ach face, oftrussand position as shown above and on the Joinf Details, unless noted otherwise. kefer to 5A-Zgo sp ndard prate positions a
division of any
not
failure to build the I
or cover pa n.
The sui ,lily ALPINE
mmva
r 6750
Forum Drive Suite
305 Ortando
FL. 32821
Job Number: 20523 Ply: 1 SEON• 614147 / T6 / HIPS Cust. RR408 JRef: 1WaT4080014
7510 C ELEV. /7510 C ELEV -DAVID WEEKLY Oty: 2 FROM. TH DrwNo. 129.18.1539.00171
Truss Label: A05 I I KM / WHK 05109/2018
155104 + 9 + + 21 +
3.
30
5'10.4 FI-12 6' 6' 3'1.12 5'10.4
11106 a 3X4 a 4X6
D E F
30
4-}. 10' 10, -- -- t0, 1'4-'i
V 20' 30,
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 -
Lumber
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: B
Mean Height: 22.60 It
TCDL: 4.2 psf
BCDL 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Top chord 20 SP #2 Dense
Bot chord 20 SP #2 Dense
Webs 20 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC Q 24- oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pq.Pf m PSF)
Pg' NA CI: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT.0(0)/0(0)
Plate Type(s):
WAVE
Def1/CSl Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.098 E 999 240
VERT(TL): 0.267 E 999 180
HORZ(LL): 0.039 J -
HORZ(TL): 0 073 J
Creep Factor. 2.0
Max TC CSI: 0.401
Max BC CSI: 0,949
Max Web CSI: 0.239
VIEW Ver. 17.02.01A.1114.20
o. 708 1
i,ot S T O •
coNAI. ENG rwa.
ir,wit 05/
10/2018 Maximum
Reactions (Ibs) Loc
R / U / Rw / Rh / RL / W B
1215 / 287 / 638 I - 1 119 / 4.0 H
1215 /287 /638 I- /- 140 Wind
reactions based on MW FRS B
Min Brg Width Req = 1.5 H
Min Brg Width Req = 1.5 Bearings
B 6 H are a rigid surface. Members
not listed have forces less than 375# Maximum
Top Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp B -
C 558 -1996 E - F 505 -1641 C -
D 508 -1747 F - G 508 -1747 D -
E 506 -1641 G - H 557 -1996 Maximum
Sot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. B -
K 1726 - 400 J - H 1725 - 424 K-
J 1840 -416 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. D-
K 537 -111 J-F 537 -110 IMPORTANT••
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extra a rare in fabriratin9, f1 ndling shinpin installing and bracing Refer to nd fellow the latest edition of SCSI (Building t
g f InformaUon, by TPI #na S CA) t0 sate dgracuces prior to erformi these uncUons Installs shall crovide techporary SSIryUnlessnotedolherwiae,top chord shall hve properly attached structural sheathing and bolt2rrl rs?lortlshall hav@ a properly id
ceiling. Locations shown for permanent lateral restrain of webs shall have bracing installed per BC I sections B3, 87 or 810. Ape
y plates to each face_ of Wss and position as shown above and on the Joint%etails, unless noted otherwise. (tefer to of
rtpi
1, or for n acceptance
any
structure shall
failure to build the Iorcover
p# e n. The
sui bility ALPINE NE
A"ffWQnwrun
5750 Form
Drive Suite 305
Orlando FL.
32821
Job Number: 20523 Ply: 1 SEON: 614189 I T42 / HIPS Cust: RR408 JRef: 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty 1 FROM: TH DrwNo. 129.18.1539.00404
Truss Label: A05T KM / BAF OV09/2018
2'4• + 5'8'10 + 9' + 12'S-4 + 18W. + 21' + 235 12 30 ;
2'4• 3'4.10 3'3'8 3'S'4 3'11• 07.12 2'5.12'1 6'6"4
ra4X6 102X4 o3X4 o4X6
D E F G
30,
24 1 35"1 1 3'2'12 + 3'3'8 + 42.6 + 1 1 9' 1 1'4•;
2'4• 511; 4 9' 12'3.8 16'8• 21' 30,
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed' 139 mph
BCLL. 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: B
Des Ld: 37.00 Mean Height: 22.60 it
NCBCLL. 10.00 TCDL: 4.2 psf
Soffil. 2.00 BCDL• 5 0 psf
Load Duration: 1.25 MWFRS Parallel Dist' 0 to h/2
Spacing: 24 0 " CdC Dist a: 3.00 ft
Loc. from endwall. not in 9.00 ft
GCpi• 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense :TI 2x6 SP SS:
Bot chord 2x4 SP #2 Dense
Webs 20 SP #3
Purlins
In lieu of structural panels use pudins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
IMPORTANT•• FURNISH THIS
reqwire extreme care in fabricating, hhnentrevfetyInformation, byy TPI and 5g
der 8 51., Unl ss noted otherwi e.top
ti ri id ceiiinaa Locations shown orner
cab QQ. A22pT pplatees to ach face, or W
Is 16oA•Z to starloard p), positions.
a division of ITW Building ompongntsriformancewithANSIR11, or eor h
this drawin indica#es acceptance
M 0 this rowing or any s1ructure
Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Maximum Reactions (Ibs)
Pg• NA Cl: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.318 N 999 240 A 1140 / 256 / 590 I - / 115 / 4.0
Lu: NA Cs: NA VERT(TL): 0.874 N 594 180 1 1210 / 287 / 636 I - / - 4.0
Snow Duration: NA HORZ(LL): 0.198 K - - Wind reactions based on MWFRS
HORZ(TL): 0.371 K A Min Brg Width Req = 1.7
Code I Misc Criteria Creep Factor. 2.0 1 Min Brg Width Reg = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0 929 Bearings A & I are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.709
Rep Factors Used: Yes Max Web CSI: 0.703 Members not listed have forces less than 375#
FT/RT:0(0y0(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02 01A.1114 21 A - B 183 -498 E - F 666 -2330
B - C 731 - 2771 F - G 572 -1804
C - D 627 - 2235 G - H SW -1773
D - E 690 - 2344 H -1 556 .1971
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
L - K 1544 - 333 K -1 1698 - 418
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - O 2747 - 629 P - O 1940 408
C - P 257 - 896 O - F 667 143
O - P 2728 - 622 0-1. 1847 417
D - P 429 - 96 F - L 208 698
D-O 571 -164 G-K 383 82
I
1%6 cS V-...
con #
s/oao4
ryd
EN
05/10/2018
ALL CONTRACTORS INCLUDING THE INSTALLERS
ingtalling and bracing. Refer to and follow the latest editin of BCSI Building ractices
prior to performing these (unctions Installers shalproviade to poraj eproperlyYattachedstructuralshgathm, and bott2raghord ons B3V/ o 1ri0Y. restraintofwebsshallhavebracininstalledpereasshownaboveandontheJoin8etails, unless noted otherwise kefer to his
drdwiman , failure to build the on
this drg' i yg or cover pae 1edes„ gn shown. The su' bility A
PL INEWIrwoo+•.
nr 6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply 2 SEON• 614211 / T70 I COMN Cust: RR408 JRef: 1WaT4080014
7510 C ELEV. f7510 C ELEV -DAVID WEEKLY Oly: 1 FROM. TH DrwNo• 129.18.1539.00497
Truss Label: A06 Page 1 of 2 KM / BAF 05109/2018
2 Complete Trusses Required
11
0
14 5
7'
r10-
2'4"8 5'1.8 _, 12'S•4 , 1T4.4 23' _, 30' ,
r 24.6•(' 2'9.^
7 r 5.5.4 411• + 5'7.12 7'
c 5X8
12 D
3X4
a2E4
T2 F SSG
8 P;- '2C4 T
B T3 r'
A
WS H e
m4XI2(81) =3X4 I I 21Y4-
a7X8 K J 1
nuYerVar re4X811a3X6At51 o7X8 ) 30,
r
Y4.8+ 4'7.8 + 5'3'8 + 52.4 + 5'6.4 _ T ,_1W . 2.
4.8 T 12'3.8 1T5.12 23' 30' Loading
Criteria (psq Wind Criteria TCLL:
20.00 Wind Std: ASCE 7-10 TCDL:
7.00 Speed: 139 mph BCLL:
0.00 Enclosure: Closed BCDL:
10.00 Risk Category: II EXP:
B Des
Ld: 37.00 DDesd:: Mean Height: 22.10 it 00
TCDL: 4.2 psf Soffit:
2.00 BCDL: 5.0 psf Load
Duration: 1.25 MWFRS Parallel Dist: 0 to IV2 Spacing:
24.0 " C&C Dist a: 3.00 it Loc.
from endwall: not in 9.00 ft GCpt:
0.18 Wind
Duration: 1.60 Lumber
Top
chord 2x6 SP SS :T2 2x6 SP #2: T3
2x4 SP #2 Dense: Bol
chord 2x6 SP #2 Webs
20 SP #3 :W5 20 SP #2 Dense: Nailnote
Nail
Schedule.0.128"x3", min. nails Top
Chord: 1 Row @12.00" o.c. Bot
Chord: 1 Row @12.00" o.c. Webs :
1 Row @ 4' o.c. Use
equal spacing between rows and stagger nails in
each row to avoid splitting. Special
Loads Lumber
Dur.Fac.=1.25 / Plate Dur Fac.=1.25) TC.
From 56 pit at 0.00 to 56 plf at 13.09 TC:
From 28 plf at 13.09 to 28 plf at 2300 TC:
From 56 plf at 23.00 to 56 pif at 31.33 BC:
From 20 plf at 0.00 to 20 plf at 12.29 BC:
From 10 pit at 12.29 to 10 pit at 22.96 BC:
From 20 pit at 22.96 to 20 plf at 30.00 BC:
From 4 plf at 30.00 to 4 plf at 31.33 TC.
414 lb Conc. Load at 7.04 TC:
117 lb Conc. Load at 9.09,11.09 TC.
169Ib Conc. Load at 13.09,15.00,16.91,18.91 20.
91 TC:
225 lb Conc. Load at 22.96 BC:
257 lb Conc. Load at 7.04 BC:
132 lb Conc. Load at 9.09,11.09 BC:
127 lb Conc. Load at 13.09.15.00,16 91,18.91 20.
91 BC:
470 lb Conc. Load at 22.96 Snow
Criteria (P9.PI in PSF) Pg:
NA Cl: NA CAT: N/ Pf:
NA Ce: NA Lu:
NA Cs: NA Snow
Duration: NA Code
I Misc Criteria Bldg
Code, FBC 2017 RES TPI
Std: 2014 Rep
Factors Used: Yes FT/
RT:0(0y0(0) Plate
Type(s): WAVE
Defl/
CSI Criteria PP
Deflection in loc Udell L/# VERT(
LL): 0.366 N 967 240 VERT(
TL): 0.993 N 521 180 HORZ(
LL): 0.189 J - HORZ(
TL): 0.350 J Creep
Factor. 2.0 Max
TC CSI: 0.773 Max
BC CSI: 0.759 Max
Web CSI, 0.751 VIEW
Ver 17.02.01A.1114.21 Plate
Shift Table JT
Plate Chord JT Plate Chord No
Size Shift Bile No Size Shift Bite 1131
W2X4 S 2.50 [151 W4X8 2.00 R 1.25 Tray
Scab(s) 2)
2x6x7-1-14 x SP SS scabs at left end. Attach one scab
to each outer face of chord with: 0.128x3", min.
nails @ 8" oc. Plus additional nail clusters at: BRG.: (
4), heel, (7). 1s1 panel point: (4). Purlins
In
lieu of structural panels use puriins to brace all flat TC
@ 24' oc. lie%
CO.
708 1 a
t SAT O •: Q y
1 •• S/
Q COA #
0 NLp'a 05/
10/2018 Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W A
2646 1607 / - I- 1- / 4.0 H
2665 / 657 / - /- /- / 4.0 Wind
reactions based on MW FRS A
Min Brg Width Req = 2.0 H
Min Brg Width Req = 1.6 Bearings
A d H are a rigid surface. Members
not listed have forces less than 375# Maximum
Top Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. A -
B 134 - 556 E - F 1113 - 4684 B -
C 988 -4270 F - G 768 -3199 C -
D 849 - 3725 G - H 644 - 2651 D -
E 1124 -4733 Maximum
Sot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. 8-
0 4279 - 986 K - J 2330 - 561 O -
L M96 - 773 J - H 2344 - 561 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. C -
O 258 -1072 L - K 3179 - 765 D-
O 563 -64 F-K 316 -1018 D -
L 1448 - 380 K - G 1023 - 244 L -
F 1585 - 365 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT••
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qq
ire exlrema cane in fabricalin9, h ndIin99 shr ping installing and brac'ng. ,Refer to rid fellow the latest edition of BCSI Buildings t
fety Information, b TPI Ong SilpCA) for ailru practices prior to pe ormmg these functions Installers shall provide le porar r1. Unless noted o ilerwise top chord shall eve proper)v attached structural sheathing and bottorrl Chord shall 1 grope y gid
cedin Locations shown toi permanent lateral restraint of webs shall have brash mslalled per BC51 sections B3. B? or 810, 3i
A ply plates to ach face of truss and position as shown above and on the JoinMetails, unless noted otherwise. Refer to 6p6A-
Zpfor standard plata positions. shall
his drawi an failure to build the on
this drawiX9 or over page isDesignshown. The suT bility ALPINE
NEmirwomwrn
6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number; 20523
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY I Ply. 1 I Pew : o"z
11 / T10 /
COMNI DsNo RAF 18R
05/09/27
014
Truss Label: A06 KM I
Wind
Wind loads and reactions based on MWFRS
SAWOw.','
fz
con a6 NA1.,"•
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aq ire extr mrrta care in fabricating, h ndlin9 shi ping in.4talling and bracing. Refer to and follow the latest adrti n of SCSI Building
ttg f b Intormabon, by TPI pnd S CA) foi sa ety practices pnor to pertorfming these renctions. In le shalQurovide te e s l Unless noted olherige.top chord shall have propertyr attache structural sheathing and bollQm gchord;Hall havfla pro ae+yidceilingq. Locations shown or permanent lateral restraint of webs s all have bracinc insla_ Iled per SCSI sections B3. B7 or 10,
a._ AppTv plates to each face oftrussand position as shown above and on the Join8i.fails. unless noted otherwise. Refer to failure
to build the I
or cover pa n. The SU ility ALPINE
wirWww.
6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply 1 SEON: 614166 / T33 HIPS Cust: R408 JRef• 1WaT4080014
7510 C ELEV. f7510 C ELEV. -DAVID WEEKLY Oty. 1 FROM, TH DrwNo: 129.18.153900407
Truss Label: A06A KM f BAF 05/09/2018
T 1728 15'1'4 1 9'8 23' 30' r
r '" s'z•e 'f 210•12+ 2; 4 sz•B '' r
T
0
1
a 6C6 a D4 1112E4 TZ
3XF4
a 6X6
i
A - 1
ss3X10(A5R) B2X4 e4X6 sH0912=3X6117) 112X4 o4X6(A1)
30•
F 14-1 6'10'4 + 50'12 + 3'2.4 + 3' 1 50.8 + Li?_*4 vdt
6'10'4 11'11' 15'1.4 1B•1'4 23'1'12 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria • Maximum Reactions (Ibs)
TCLL: 20.00 Wind Sid: ASCE 7-10 Fig: NA Cl: NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.264 E 999 240 B 2370 / 581 / - / - / • / 4.0
BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): 0.714 E 729 180 H 2167 / 532 / - I - / - / 4.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 C - Wind reactions based on MWFRS
TLEXP: B HORZ( Des Ld• 37.00 Mean Height: 22.10 ft ):
0.107 C - - B Min Beg Width Req = 2.8
NCBCLL: 10 00
9 Code I Mise Criteria Creep Factor. 2.0 H Min Beg Width Req = 2.6
TCDL. 4.2 psi Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.852
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI• 0,569
Members not listed have forces less than 375#
Spacing: 24.0 • C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.901
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not In 9.00 it FT/RT:O(ONO(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0,18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS VIEW Ver. 17.02.01A.1114.21 B - C 1114 -4620 E - F 1565 -6542
Lumber
C-D 1510 -6329 F-G 1337 -5613
D - E 1565 -6542 G • H 1006 -4176
Top chord 2x4 SP #2 Dense 12 2x6 SP #2:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 .W2 2x4 SP #2 Dense: Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Special Loads B - N 4075 -965 L - K 5722 -1368
Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) N - M 4069 -967 K - J 3671 -871
TC: From 56 pit at -1.33 to 56 pit at 12.06 M - L 6370 -1525 J - H 3677 - %9
TC: From 28 plf at 12 06 to 28 plf at 15.10
TC: From 56 plf at 15.10 to 56 pit at 31.33
BC. From 4 pit at -1.33 to 4 pit at 0.00 Maximum Web Forces Per Ply (lbs)
BC: From 20 plf at 0.00 to 20 pit at 12.06 Webs Tens.Comp. Webs Tens. Comp.
BC: From 10 pit at 12.06 to 10 pit at 15.10
BC: From 20 pit at 15.10 to 20 pit at 30.00 C - M 2752 -661 F - K 364 -1281
BC: From 4 pif at 30.00 to 4 pit at 31.33 M • D 183 - 490 K - G 2365 - 567
TC: 169 lb Conc. Load at 13.76 sm"11114rrr/ryerr,e
L - F 1321 - 317
BC: 992 Ib Conc. Load at 12.06
BC: 127 lb Conc. Load at 13 76
BC: 9341b Conc. Load at 15.10 `` y` •.eGES•• /''•s,
Plate Shift Table •: F •• `
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shin Bile • % O. 0a
17) W3X6 2.75 L 1.25 _ ; s
Purlins * • •
In lieu of structural panels use purlins to brace all net t SAT O
TC Q 24' oc. •• ; Q
Wind
Wind loads and reactions based on MWFRS. ''
ee•••
ee"
1'••••••
COA #OI rryr0
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa recatin9 h ndlin5 shiuping installing and bracing Refer to and fellow the latest ediliere of BCSI BuildingComponentggFtyInformation, by TPI ana S CA) roi sarty pracbces prior to perfo rning these functions. Installers Shall p wde te porary
bracing Der B I., Unless noted o erwl e.top chord shall have properlyy attached structural sheathing and bori2rtl Nord g al va a pro e y
attached ngtd ceiling. Locations shown r permanent lateral reslramt Of webs shall have bracinctlnstalled per BG I sections B3. B7 or B10. as applicafAaQ A p7 lates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to
ALPINEdrawings160A-Zpfo starroard plate positions.
Alpine, a division of ITW Buyildingq CCompongnis Grpup Inc. shall not be responsible for any deviation from this drawl anyy Failure to build the M,m ore,ln
russ In ofprmance with ANSI/TPI 1, or f(or hanGdlln shipping, Inslallalion and bracing of irussesA gal on thrg d wl 9 or cover Pa a 6750 Forum Drivelistingthisdrawinginpicatesacceptanceofproessionaf ngingering responsibility solely gal design shown. The sui81eility Suite 305anduseothisrep, ffor any structure rs the responsibi ftY of the wilding Designer per ANSUTPI; Sgc.Y.
For more mlormat on see ees lob's oeneral notes ome and these web sites. ALPINE. www alornetw tom: TPI, www tdrnsl ord. SBCA www sbanduslry com: ICC: www rcuele opt Orlando FL, 32821
Job Number: 20523 Ply. 1 SEON: 614148 I T38 / COMN Cush RR408 JRef: 1WaT4080014
7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Oly. 3 FROM: TH DrwNo• 129181539 00092 Truss Label:
B04 I I I KM / WHK 05/09/2018 Loading Criteria (
psf) TCLL: 20.
00 TCDL: 7.
00 BCLL: 0.
00 BCDL: 10.
00 Des Ld•
37.00 NCBCLL: 10.
00 Soffit: 2.
00 Load Duration:
1.25 Spacing: 24.
0 " 7'5" +
14'10" 7'5"
7'5" i4X41?1)
14'10"
1,4" +
7 5" '}'
7 5" 1 7'
5' 1410" Wind Criteria
Wind Sid:
ASCE 7-10 Speed' 139
mph Enclosure: Closed
Risk Category:
II EXP: B
Mean Height:
22.20 fl TCDL: 4.
2 psf BCDL• 5.
0 psi MWFRS Parallel
Dist: 0 to hl2 C&C
Dist a: 3.00 If Loc. from
endwall: Any GCpi: 0.
18 Wind Duration:
1.60 Lumber Top
chord
20 SP #2 Dense Bot chord
2x4 SP #2 Dense Webs 20
SP #3 Hangers I
Ties J) Hanger
Support Required, by others Wind Wind
loads
based on MWFRS with additional C&C member design.
Snow Criteria (
Pg.Pf in PSF) Pg: NA
Ct: NA CAT: NA Pf: NA
Ce: NA Lu: NA
Cs: NA Snow Duration:
NA Code / Misc
Criteria Bldg Code:
FBC 2017 RES TPI Sid:
2014 Rep Factors
Used: Yes FT/RT:
0(0y0(0) Plate Type(
s): WAVE Def11CSl
Criteria
PP Deflection
in loc Udell U# VERT(LL):
0.015 E 999 240 VERT(TL):
0.040 E 999 180 HORZ(LL):
0.006 E - HORZ(TL):
0.011 E Creep Factor.
2.0 Max TC
CSI: 0.480 Max BC
CSI: 0.527 Max Web
CSI. 0.126 VIEW Ver.
17 02.01 A. 1114.20 sl COA #
o
soly 05/10/
2018 Io t—
V
0'4' Maximum Reactions (
Ibs) Loc R /
U /Rw /Rh /RL /W B 647 /
150 / 347 / - 192 / 4.0 D 556 /
118 1288 / - / - / - Wrnd reactions
based on MWFRS B Min
Brg Width Req = 1.5 D Min
Brg Width Reg = - Bearing B
is a rigid surface. Members not
listed have forces less than 375# Maximum Top
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. B - C
427 - 786 C - D 454 - 784 Maximum Sol
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. B - E
635 - 279 E - D 635 - 279 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme
care in fabnca0ng h ndlin9 sht ping in lalI ng.and bracing. Refer to nd follow the latest edrti n of BCSI (Building Information, byTPIenoSCA) ri5i sa ery piacbces prior to perfo rni thesencbons Installers shalQDrovide techporanr S SI. LIN
ss noted olherwr e,top chord shall have proper)Y attache slruct l sheathing and botlgn hord gllall have a progan. td ceilingovationsshownorpermanentlateralrestraintyfwebssallhavebrac,n installed per C I sections 3, 87 or e10. g.- Appgyplatestoeachface, of truss and position as shown above and on the Join its, unless noted otherwise. rtefer to any failure
to
buildthe The suagbility ALPINE
NE rwrrwos
rNn6750
Forum Drive
Suite 305 Orlando
FL. 32821
Job Number: 20523 Ply. 1 SEON: 614149 / T34 / GABL Cust: RR408 JRef: 1WaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty: 1 FROM, TH D=o: 129.18.1539.00122
Truss Label: 803 1 1 KM I WHK 05/09/2018
TS' 14'10'
TS' r5'
F- 2 --1
TYP)
w4X4
E
14'10'
14' +
0' VC14'1—
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category. 11
EXP: B
Des Ld 37.00 Mean Height 22.20 it
NCBCLL: 10.00 TCDL• 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 125 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 ' C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpr 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A114030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
WARNING"
IMPORTANT" FURNISH
Snow Criteria (Pg.Pf in PSF) Def11CSI Criteria Maximum Reactions (lbs), or'=PLF
Pg: NA Ct• NA CAT: NA PP Deflection in loc Udell L/II Loc R / U / Rw / Rh / RL / W
Fit: NA Ce• NA VERT(LL): 0.001 J 999 240 B- 86 / 20 139 / - / 7 / 177
Lu: NA Cs: NA VERT(TL): 0.003 N 999 180 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): -0.oD1 N - - B Min Brg Width Req = -
HORZ(TL): 0.001 N Bearing B is a rigid surface.
Code I Misc Criteria Creep Factor 2.0
Bldg Code- FBC 2017 RES Max TC CSI: 0.171 Members not listed have forces less than 375#
TPI Std: 2014 Max BC CSI: 0.065
Rep Factors Used: Yes Max Web CSI: 0.050
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.20
ops;-, •
rI
s`a i;`GE •SF t
708$1
IAA
ohs • sON COA #0
anrows
05/10/2018
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Epin in%alling and brac'nq. Refer to end follow the latest edition of BCSI ((Building
ractices prior to pertloi5ning these functions. Installers shall provide lerhpora
vie pro A attached structural shealhirl9 and bolt2m hob #Hall hav a pro
1%-
rat rest ini yf webs shall have bracinc instalied per BC I sections B3. 7 or 10, bon as shown above and on the Join8el tails, unless noted otherwise. kefer to
shall not be resoonsible for any deviation from this drewinq.any failure to build the
A IPLNE
mnwc
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523
I Ply. 1 I
SEQN: 614150 / T35 I
COMNI
Cust. R R408 JRef' 1 WeT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty: 4 FROM: TH DrnNo: 129.181539.00170
Truss Label: 802A KM / WHK 05/09/2018
6' 12' 1
r 6' 6' -t
4X4
C
12
6
N
B D
294'
A
2X4(A1) III2X4 =
2X4(A1)
f — 1'4-
Loading Criteria (psQ Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category:11
EXP: B
Des Ld: 37.00 Mean Height: 21.85 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit. 2.00 BCDL: 5.0 psf
Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 It
GCpI: 0.18
Wind Duration. 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sol chord 20 SP #2 Dense
Webs 2x4 SP #3
Hangers I Ties
J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C8C
member design.
IMPORTANT" FURN
3 re ire extreme care in fa binenqfglyInformation, bry TDer 51. Unless noted oth(
p ri)id ceiling. Locations sheica1tA-Agp,aest0Path ,spea division
of ITW Buildl1'ncq c cpnf nuance
with ANSI 1 Ihls raw
militates act le o
this 0 awing for any 12' 6'
6'
6'
12'
Snow
Criteria (
Pg,Pf In PSF) DefUCSI Criteria Maximum Reactions (Ibs) Pa: NA
Cl: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA
Ce: NA VERT(LL): 0.008 E 999 240 B 540 / 124 / 293 / - 177 Lu: NA
Cs: NA VERT(TL)' 0 022 E 999 180 D 448 / 92 / 233 / - /. Snow Duration:
NA HORZ(LL): 0.004 E - - Wind reactions based on MWFRS HORZ(TL):
0.007 E B Min Brg Width Req = 1.5 Code / Misc
Criteria Creep Factor. 2 0 D Min Brg Width Req = - Bldg Code:
FBC 2017 RES Max TC CSI: 0.289 Bearing B is a rigid surface. TPI Sid:
2014 Max BC CSI• 0 336 4.0
Rep Factors
Used: Yes Max Web CSI: 0.100 Members not
listed have forces less than 375# Rep Factors
Used: Maximum Top Chord Forces Per Ply (Ibs) FT1Plate Type(
s): Chords Tens.
Comp. Chords Tens. Comp. WAVE I
VIEW Ver. 17.02.01A.1114.20 B - C 207 -619 C - D 221 -616 i . off
SAT
O cOA #UZ
s,ONA.
05/ 10/
2018 Maximum Sot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. B - E
498 -124 E - D 498 -124 ILL CONTRACTORS
INCLUDING THE INSTALLERS ingtalling and
brawn Refer to and follow the latest edition of SCSI fBuildin actrces priortopeoingtheseunctions. Installers shall pr videto Pon properlyy attached structural
sheathing and bon2m 5hord Shall h vQa prole y Istralnt Of webs
shall have bracing installed per SCSI sections Ba3. B7 or 810. as Shown above
and on the Join Details, unless noted otherwise. Aefer to ALPINE not be
responsible
for any deviation from this dr9win an failure to build the w„r ,a.,n msltaallation and brawnqq
of trussesA seal on thlg dr3wiX9 or Eover pagQ nginptWnse respons'ibili7
solely or tthe desl n shown. The suitability 6750 Forum Drive
bi ity o
the wilding Desigrrffer per ANSUTP 1 Sgec.2. Suite 305 LPINE www elpnertw
com: TPI• w .lornsl gmLs CA: www.sbondustrrixim, ICC. www.iasale.org Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON: 614151 1 T3 I COMN Cust: RR408 JRef: 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty. 1 FROM. TH DrwNo: 129.18.1539.00123
Truss Label: B02 I I I KM / WHK 05/09/2018
Loading Criteria (psf)
TCLL• 2000
TCDL• 7.00
SCLL: 0.00
BCDL: 1000
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
6' 12'
6' 6'
4X4
C
12
6 p
w
B D
20'4'
A L 41-
2X4(A1) 1112X4 s= 2X4(At )
F— 1,4•
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: B
Mean Height: 21.85 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 20 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
6'
6'
6 i _ 1,4-
12'
Snow Criteria (Pg.Pf in PSF) Def11CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L## Loc R / U / Rw / Rh / RL
Pf: NA Ce: NA VERT(LL): 0.008 F 999 240 B 534 / 122 / 293 / - / 89
Lu: NA Cs: NA VERT(TL): 0.022 F 999 180 D 534 1122 / 293 / - / -
Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS
HORZ(TL): 0.007 F B Min Brg Width Req = 1.5
Code I Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.284 Bearings B & D are a rigid surface.
TPI Sid: 2014 Max BC CSI: 0 327
14.0
4.0
Rep Factors Used: Yes Max Web CSI: 0.099
Members not listed have forces less than 375#
Rep Factors
0)
Maximum Top Chord Forces Per Ply (Ibs) FT/Chords Tons Comp. Chords Tens. Comp.
Plate Type(s):
WAVE I VIEW Ver. 17.02.01A.1114.20 B - C 364 -6W C - D 364 -600
SAWO.-J41t.
con # `rr„ONAIL
05/10/2018
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 480 -169 F - D 480 -169
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aa ire extreme care in fabricating h ndlin9 shippin in%alling,and bracing. Refer to and follow the latest editcn of BCSI (Building
t f tyIn ormation, by TPI pn S CA) tot safety practices prior to performing these notions. Installer shall p vtde terhporerrryyy 011Unlessnotedo){Iterwise,top chord shall hove proper)Yy attached s1ructu I shoathmg and pott2m Nord seal have a proOeLry idceiling. Locations shown r nnanent lateral restremt Of webs shag have brecm installed per C`I seclrons B3. B7 or 1 e
Ao iy pI I s to each Face, of Wss and poseGon as shown above and on the Join etails, unless noted othervase. (tefer to 60A-
Zor staraard plate positions. a
division of any
shall
not failure to build the 1
or cover pa e n.
The sui bility AL
IP NErmvozwn
6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply 1 SEON: 614152 / T4 I GABL Cust• RR408 JRef: 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty. 1 FROM: TH DrwNo• 12918.1539.00046
Truss Label: B01 KM / WHK 0=9/2018
t 6' 12'
r 6' 6' '1
4• w 4DX4
TYP)
12
6
B F
A G
20'4"
2X4(A 1) I = 2X4(A 1)
12'
1 4"
6' 6'
6' 12'
Loading Criteria lost) Wind Criteria Snow Criteria (P9,PI in PSF) DefI1CSI Criteria
TCLL: 20,00 Wind Sid: ASCE 7-10 Pg: NA Cl. NA CAT: NA PP Deflection in loc Udell L/#
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.001 H 999 240
BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 H 999 180
BCDL: 10.00 Risk Category, II Snow Duration: NA HORZ(LL): -0.001 J - -
Des Ld: 37.00
EXP: B
Mean Height: 21.85 fl
HORZ Tt 0 002 HL)
NCBCLL: 10.00 TCDL: 4.2 psi
Code I Misc Criteria Creep Factor. 2 0
Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.189
Load Duration: 1.25 MWFRS Parallel Dist: 0 to N2 TPI Sid: 2014 Max BC CSI• 0.097
Spacing: 24.0 C&C Dist a. 3.00 fl Rep Factors Used: Yes Max Web CSI: 0.070
Loc. from endwall. Any FT/RT:0(0y0(0)
GCpi: 0.18 Plate Type(s):
VIEW Ver. 17.02.01A.1114.20WindDuration: 1.60 1 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements. mulnlrrr...
t'N'e AGE SF
o. 7.08 1 '
Ot SAT O :
c
COA aONAI,,•4r
05/10/2018
Maximum Reactions (Ibs), or •=PLF
Loc R / U / Rw / Rh / RL / W
B' 89 / 20 / 40 1- / 7 / 144
Wind reactions based on MWFRS
B Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re Ire extreme rare in Fabricating, h ndlin shin ing installn and bracing. Rater to nd Ilow lha la est edition of CSI (BLitldInComponen[tg II ty Information, by TPI and S CA) f r safety practices pnor to performing these unctions )nstallers shall wo de terttpora g
bracing Der e sl. Unless noted olherwi e,top chord shall h ve proper)Y attached structural shgathin9 and botlortl hord shall ha a pro e yattachngidceiling. Locations shown rt nrmanent lateral restraint of webs shall have bracingc installed per BG 1 sections B3, B7 or 910, as applicaGtQ Not Dtates to each face of truss and position as shown above and on the JoinfDetails. unless noted otherwise. kefer to A LPI N Edrawings16oA-ZpforYsO and plate positions.
Alping, a division of ITW BuildrApmpongnls Group In% shall not be repponslple for any deviation from this drawl an failure to build the ,,,,, ,a.,,r
listingin cpnfonnance with AN51/TPI 1, or floor handling, shipppingg, installation and bracinngg of trussesA Seat on this dIXg or cover page , 6750 Forum Drivelistingthisdrawinggindicatesacceptanceofpprolessionengin ,, nng regponslbilfty sole) roc the desi n shown. The suiTabrlity
and use of this drawing for any structure is [he responsibility of the Building Desigrfer perANSI1TPI 1 c.2. Suite 305
For more mtomretion see this iobb general notes Dave and these web seles_ ALPINE www aipneft com. TPI: www.tprnst org. SBCA www sbandusiry eom. ICC www ra3afe org Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON 614153IT5 I COMN CusrRR408 JRef.1WaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty. 2 FROM. TH DrwNo 129.18.1539.00217
Truss Label: CO2 I I KM I WHK 05/09/2018
Loading Criteria (pst)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 125
Spacing: 24.0
6' 12' i
6' 6'
4X4
C
12
6 p
in
g D
10,
q
F
E
2X4(A1) III ZX4 01,4,
12'
1 '4• 6' 'i. * -i- 1'4•
Wind Criteria
Wind Sid- ASCE 7-10
Speed. 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
CSC Dist a• 3.00 H
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional CSC
member design.
WARNING"
IMPORTANT" FURNISH
Snow Criteria (Pg,P1 in PSF)
Pg: NA Cl: NA CAT: NA
PI: NA Ce: NA
Lu: NA Cs NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT•0(0y0(0)
Plate Type(s).
WAVE
Def11C81 Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.008 F 999 240
VERT(TL): 0.022 F 999 180
HORZ(LL): 0.004 F - -
HORZ(TL): 0.007 F
Creep Factor. 2.0
Max TC CSI: 0.284
Max BC CSI: 0.327
Max Web CSI: 0.099
VIEW Ver. 17.02.01A.1114.20
It 4
ASS/
V ,
COA #o A. __._.rad0
05/10/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 534 / 63 1296 / - / 85 / 8.0
D 534 / 63 1296 / - /- / 8 0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = 1.5
Bearings B S D are a rigid surface.
Bearings B S D require a seat plate.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 364 -600 C - D 354 -600
Maximum Sot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens Comp.
B - F 480 -169 F - D 480 -169
ALL CONTRACTORS INCLUDING THE INSTALLERS
in%alling,and bracl'ns a1.. Refer to rid fellow the latest editi n of SCSI Buildingracticespriortope.10-i these reactons. Installers shahprovide to poraaproperlyYattachedstrvcttralsheathing9andbon2mChord *hall havQa pro 11
restraint of webs shall have bracin slalied per eCsI sections B3. B7 or 10. as shown above and on the Join8 .tails, unless noted otherwise. Refer to
failure to build the
I or cover pa e .
n. The sui bility
ALPINE
wmranrwrr
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON• 614154 1 T30 / GABL Cust: RR408 JRef. 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty. 1 FROM• TH DrwNo: 129.18.153900154
Truss Label: C01 KM / WHK 05/09/2018
6' 12' r
f . 4- = 4XD4
TYP)
O IL
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,P1 in PSF) DeFl/CSI Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Cl: NA CAT: NA PP Deflection in kx: Udefl U#
TCDL. 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.001 H 999 240
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0 005 H 999 180
BCDL: 10.00 Risk Category, If Snow Duration: NA HORZ(LL): -0 001 H -
Des Ld: 37.00
EXP: B
Mean Height: 15.00 it
HORZT 0.002 H - -
NCBCLL: 10.00 TCDL: 4.2 psf
Code I Misc CriteriaCode Creep Factor. 2.0
Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.189
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.097
Spacing: 24.0 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0 070
Loc. from endwall: Any FT/RT.0(0y0(0)
GCpi: 0.18 Plate Type(s):
VIEW Vr. 17,02.01A 1114 20WindDuration: 1.60 WAVE
Lumber
Top chord 20 SP #2 Dense
Bot chord 20 SP #2 Dense
Webs 20 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C8C
member design.
Additional Notes
See DWGS A14015ENC101014 d GBLLETIN0118 for
gable wind bracing and other requirements.
06
COA IYU Z7KON Al.,,a
05/ 10/2018
Maximum Reactions (Ibs), or'=PLF
Loc R / U / Rw / Rh / RL / W
B' 89 /11 /40 /- /7 /144
Wind reactions based on MWFRS
B Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qui.1 extrnegadn ba TPI tin9 S CAlina, h' trig inslalling_and brac'nq Refer to and follow the latest edili n of SCSI Buildingfggfftyypo ) r0 1 ty practices prior to performing these functions. Installer$ shot provide to porar
r BCSI., Unless noted o erwr e,top chord shall have pmperiY attached structural sheathing and bolt2m ord shall hav a pro4e yaaidceilingyeLocationsshownforrmanentlateralrestraintyfwebsshallhavebracinginstalledperBCIsectionsB3, 7 or 610. Agp.y plates to Bach face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
any
from this drawing an failure to build theDealonthisdrqXgorcoverpage
tocth desWnshown, The suibility
ALPINEINE
MMQ) m
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply. 1 SEON: 614162 / T37 / MONO Cust: RR408 JRef. 1WaT4080014
7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Oty: 1 FROM- TH DrwNo' 129.18.1539.00621
Truss Label: JG7 KM / BAF 05/09/2018
11
1112X4
B
12
6 p
0
i
A
20'4•
C
1112X4(7)
2X4(A 1)
Loading Criteria (psq Wind Criteria
TCLL: 20.D0 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des d:: Des Ld: 37.00D
EXP: B
Mean Height: 22 43 it
00 TCDL: 4.2 psf
Soffit: 2.D0 BCDL: 5.0 psf
Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2
Spacing: 24.0 ' C&C Dist a. 3.00 it
Loc from endwall. not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sol chord 2x6 SP SS
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 pif at 0,00 to 56 pif at 7.00
BC: From 10 pif at 00010 10 plf at 7.00
BC: 448 Ib Conc. Load at 2.06. 4.06. 6.06
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shift Bite
7) W 2X4 S 2.25
Hangers I Ties
J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical riot exposed to wind pressure.
ISH
7'
7' 1
7'
Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria
Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.029 C
HORZ(TL): 0.053 C
Code I Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.766
TPI Sid: 2014 Max BC CSI: 0.841
Rep Factors Used: Yes Max Web CSI: 0.273
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
i o. 7,08 1
A nt v •• Q
p A
1 ••• `
COA #0
05/ 10/2018
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
A 810 /199 /- /- /- 14.0
C 992 /235 /-/-
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Reg = -
Bearing A is a rigid surface.
Members not listed have forces less than 3750
ALL CONTRACTORS INCLUDING THE INSTALLERS
installing,and brag n99. Refer to and follow the la est editi n of BCSI Buildingracticespriortoper7lorFnlrrng1these (unctions. Installers shal nrovide to poran[
e propertyy attached strvctl ral shealhmgg and bo t2m fiord sna0 have a pro effy
restrain) bf webs shall have bracin installed per BC I sections B3. B7 or BtO.
as shown above and on the Join etails, unless noted otherwise. Refer to
ill not be resuponsible for any deviation from this drrd win9,an failure to build the
aiinstpllatidn and bracing of IrissesA eat on thi; drawingg or cover pagg6qengmgeringgresponslbllivsolely or the desi ggn gghoviin. The suitabtltty
0bility of the building DesigrSer per ANSVTPI 1 Sec.2.
ALPINE w slpnerlw Cam: TPI: v Ipnsl Ora: SBCA v sbpnduslry com: ICC v imseli
ALPINE
inmMoa nvir
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply- 1 SEON 614163 / T40 /MONO Cust: RR408 JRef: 1WeT4080014
7510 C ELEV.17510 C ELEV -DAVID WEEKLY Oty. 1 FROM TH DrwNo: 129.18.1539.00575
Truss Label: JG2 KM / BAF 05/09/2018
T,
3X4(6h
12
6 p
0
i
A
20'4'
RR D Crii3X8013X6
a 3X4(AI )
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid, ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: B
Des Ld: 37.00 Mean Height. 22.43 it
NCBCLL: 10.00 TCDL: 4.2 psi
Soffit: 2.00 BCDL. 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3 00 it
Loc. from endwall: not in 9.00 it
GCpr 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x6 SP #2
Webs 20 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC• From 56 plf at 0.00 to 56 plf at 7.00
BC: From 10 pif at 0.00 to 10 plf at 7.00
BC: 556 Ib Conc. Load at 1.06, 3.06.5.06
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shift Bite
161 W3X4 1.25 R ISO
Hangers / Ties
J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
IMPORTANT" FURNISH THIS
i reqwire extretne care in fabricating, hnenlSfetyInformation, by TPI and S1
p@r. SI,Unlass noted o erwi¢e,top
d ngld ceikn9. Locations Shown fOr ericaitQARplyplacestoeachfaceWin, s 160A-Z ror standard plate positions.
a division of ITW BuildingQ omponsnis
conformance with ANSI/? 11, or ror h
this rawin indicates acceptance
Ie o this iawing for any structure
T
4-0"5 2'11"l 1
4'0"5 7'
Snow Criteria (Pg.Pf In PSF) DeflICSI Criteria Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.026 D 999 240 A 1193 / 285 / - / • I - / 4.0
Lu: NA Cs: NA VERT(TL): 0.068 D 999 180 C 934 / 229 / • / • I - / -
Snow Duration: NA HORZ(LL): 0.013 D - Wind reactions based on MWFRS
HORZ(TL): 0.023 D A Min Brg Width Req = 1.5
Code I Mist; Criteria Creep Factor. 2.0 C Min Brg Width Req = -
Bldg Code: FBC 2017 RES Max TC CSI: 0.652 Bearing A is a rigid surface.
TPI Sid: 2014 Max BC CSI: 0.907
Rep Factors Used: Yes Max Web CSI: 0.602 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT.O(OyO(0) Chords Tens.Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21 A - B 298 -1247
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - D 1044 - 229
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - B 1579 -342 B - C 223 -841
i
a • F %
i
0. 708 1
s
x
ot SAT
OcoQf
FS <
05/10/2018
ALL NOTES ON THIS DRAWING!
ILL CONTRACTORS INCLUDING THE INSTALLERS
in%alling and bracing Refer to afnd follow the latest edition of BCSI (Building
actives pnor to perfo rrting these unctions. Installers shall provide to porpproperiyattachedstructuralshgathin9andbott2ra5hord;hall h@v g ProQ 1
istraint Of webs shall have bracmc>_inslalled per BC51 sections B3, 7 or 870;
as shown above and on the Join etails, unless noted otherwise. Defer to
npt be reFponslble for an Y deviation from this dr?wi an failure to build the
1 rnstslllation and braann9q bi wssesA Seal on thisg diXg or cover pag9e
f engm ering re ponslbflity solely call desgn Shown. The surWbility
IPLNEA
w mvm n
6750 Form Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 I Ply: 1 I
SEON: 614155 / T15 I EJAC
I
Cust: RR408 JRef: 1WaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty. 10 FROM: TH DrwNo, 129.18.1539.00061
Truss Label: EJ7 KM / WHK 05/09I2018
T
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 200
Load Duration: 1.25
Spacing- 24.0 "
1 4"
7'
7'
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure- Closed
Risk Category: 11
EXP• B
Mean Height: 22 10 it
TCDL' 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bolchord 20 SP #2 Dense
C
Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria
Pg: NA Ct: NA CAT. NAI PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162"x3.5") toe -nails at top chord.
Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord.
VERT(LL): NA
VERT(TL): NA
HORZ(TL): 0 023 D
Creep Factor. 2.0
Max TC CSI: 0.598
Max BC CSI: 0.455
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1114.20
F %
0.708 1 '
pt SAT O •;Q
coA ONAI. ENG
05/ 10/2018
23"0"11
r
o
i+1
v
20'4"
A Maximum Reactions (Ibs)
Loc R / U / Rw / Rh I RL / W
B 360 / 61 / 220 /- / 124
D 127 /- /84 /- /-
C 169 /81 /67 /-
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
14.0
1.5
1.5
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a ire extreme care in fapricatin9 handling shipping in$talling,and brat nq Refer to and follow the latest edition of BCSI Building
r
f ty Information, by TPI pna SBCA) r0i solely practices prior to perl?orining these functions. Installers shBII urovide to pore
s l. Unless noted 0 erwise,top chord shall have property attached structural sheathing and bolt2rr Nord mall have a progeny
gid ceiling Locations shown ror ermanent lateral restrdmt bf webs shall have bracin mslalied per BG I sections B3, 67 or 10,
31 A pi tat s to ach face of truss and position as shown above and on the Join etails, unless noted otherwise. (tefer to
6 b-Zpt0 s art ard prate positions.
of
any
for failure to build the
I or cover p@
n. The sur ility
ALPINENE
nnwoiwnr
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Number: 20523
I Ply. 1 I
SEON• 614161 I T43 I EJAC
I
Cust RR408 JRef. 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty• 3 FROM: TH DrwNo: 12918.1539.00606
Truss Label: EJTT KM / SAF 05/09/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit' 2.00
Load Duration: 1.25
Spacing: 24.0 "
474 7'
474 2'2"12
1'4'
2'S"4 2'2'12
2'4" 4 9"4 7'
Wind Criteria
Wind Sid' ASCE 7-10
Speed: 139 mph
Enclosure' Closed
Risk Category. 11
EXP• B
Mean Height: 22.10 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9 00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 20 SP #2 Dense
Webs 20 SP #3
Snow Criteria (Pg.Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:O(0)/O(0)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162'x3 5") toe -nails at lop chord.
Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord.
DefVCSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0 153 1 536 240
VE RT(TL): 0.408 1 293 180
HORZ(LL): 0 076 H -
HORZ(TL): 0.139 H
Creep Factor. 2.0
Max TC CSI: 0.600
Max SC CSI: 0.473
Max Web CSI: 0.099
VIEW Ver. 17.02.01A.1114.21
H. •g-
y1.0— ••s ;
II
23'10'11
11Y
v
21A"
T
1q2014'
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 360 128 1220 / • 192 / 4.0
G 132 119 190 /• /- /1.5
F 117 /28 161 /- /• /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
G Min Brg Width Req = -
F Min Brg Width Req = -
Bearing B is a rigid surface
Members not listed have forces less than 375#
o t SAT O •. Q s:
COA 0INY EN
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses iire extrafna care in fa ricating, hh ndlin99 shipping Installing bracing Refer to end follow the latest edition of SCSI /BuildingComponentfty. Information. by TPI and SE CA) r0i safe practices pnor to performing these IuncOons. Installers shall Drovide to pora
bracing D r C Unless ngted olllerwl e.top chord shall hove properix attached s ructural sheathing and bottortl horn Hall have a ropeyattachednqidceiling. Locations shown for Dermanent lateral restraint of webs shalt have bracincc ms alied per BC 1 sections B3. B7 or B10.
as applicatil . Apply ptates to @ach face, of truss and position as shown above and on the JoinCDetalls, unless noted otherwise. Refer to
ALPINEdrawings16bA-Z for standard plate positions.
Alpine, a division of ITW ByildingComponents Group Inc. shall not be responsible for any deviation from this drawing.aa failure to build the ,r,rn O
truss in cpnFpnuance with ANSI 11, or r r handlina shiupinq, installation and bracing 4f trusseSA seat on thi drawirl9 or cover page 6750 Forum DrivelistingthisDrawingindicatesacceptanceofproTessionafengineeringresponstt!lit solely nor the des n shovi7n. The suicabitity Suite 305anduseofthisdrawingforanystructureisaresponsibilityothebuildingDesigerperANSIRP1c.2.
For more information see this job's general notes Daqe and these web silev ALPINE: www.aloineitw com. TPI www loinst orq: SSCA• www sbondustry com: ICC: www .craefe orq Orlando FL. 32821
Job Number: 20523
I Ply. 1 I
SEON- 614156 / T16 / JACK
I
Cust: RR408 JRef: 1WaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Oty: 4 FROM- TH DrwNo: 129.181539 00654
Truss Label: CA KM / BAF 05/09/2018
1
U
12
C6
2X4(A1)
r
1'411
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category, II
Des Ld: 37.00
EXP• B
Mean Height: 20.60 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bol chord 2x4 SP #2 Dense
F T 20'10"11
o
LO
20'4"
Snow Criteria (Pg,Pf in PSF) Dee/CSI Criteria
Pg: NA Cl: NA CAT. NA PP Deflection in loc Uden L/#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): -0.000 D
HORZ(TL): 0.000 D
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.198
TPI Sid: 2014 Max SC CSI: 0.025
Rep Factors Used, Yes Max Web CSI: 0.000
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02 01A.1114.21
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162'x3.5') toe -nails at top chord.
Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord.
05/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRA
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLU
a division of
any
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 201 / 56 / 137 / - / 32 / 4.0
D 9 /10 /15 /- /- /1.5
C -36 / 36 / 24 /- / - / 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
THEINSTALLERS
d follow the lattest editiUoon of BCSI Buildingiin9gtiandbotttt2allersh81$I ro havQt a proGey nslalledpernglseecbonsB3. B7 or 810, Wails,
unless noted otherwise. (tefer to failure
to build the I
or cover n. The Surp# ility ALPINE
NErmrwwnr
6750
Forum Drive Suite
305 Orlando
FL, 32821
Job Number: 20523 Ply: 1 SEON• 614157 I T36 I JACK Cust. RR408 JRef: 1WaT4080014
7510 C ELEV. /7510 C ELEV. •DAVID WEEKLY Oty- 2 FROM: TH DrwNo. 129.181539 00543
Truss Label: CJ3 I I KM I BAF 05/09/2018
Loading Criteria (psp
TCLL: 20.00
TCDL• 700
BCLL: 0.00
BCDL: 10.00
Des Ld, 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing, 24.0'
C
12 T 21'10"11
6 'TT
M
0
B
in
fV
3HAI 20'4"
A p
2X4(A1)
1'4"
3'
3'
Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria
Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA
Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA
Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D
EXP: B HORZ(TL): 0.001 D
Code / Misc Criteria
Mean Height: 21.10 fl
Creep Factor. 2.0TCDL: 4.2 list
BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.225
MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.068
C&C Dist a• 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:0(0y0(0)
GCpi: 0.18 Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WindDuration: 160 WAVE
Lumber
Top chord 20 SP #2 Dense
Bot chord 20 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2)16d common(0.162'x3.5') toe -nails at bottom chord.
op"- H
r
7,08 1
05/ 10/2018
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 222 /45 I141 /- /62 /4.0
D 50 /- 136 /• /- /1.5
C 59 / 28 / 20 / • 1- / 1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Erg Width Rep = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qpuire extreme cafe in fabricating h ndlin9 shipping, installing and brapng.. Refer to and follow the latest edition of BCSI ftlldinntgtetyInformation, by TPI and S CA) r0i safDeN practices prior to perl'ormiVrIq these functions Installerishall provide terhporar
r BCSI., Unless noted olherwi e.top chord shall hove properij attached structlTral shyathir g and bolt2m o $Hall havQ a prose
Sid ceding Locations shown orpermanent lateral restraint of webs shall have bracm99 installed per BC 1 sections B3. B7 or B10!
ee A ply plates to each face of truss and position as shown above and on the JornfDetails, unless noted otherwise. hefer to
6 A-Z or standard plate positions.
a division of
any
for any deviation from this drpwi,an failure to build the
acmcl Qf,trussesA dseeal on this dr wl g or cover page
aLs b1My solelyfor the op qn shown. The suitability
ALPINENE
mnwc w.n
6750 Forum Drive
Suite 305
Orlando FL. 32821
75*
b Number: 20523 Ply: 1 SEON, 614158 I T31 I JACK Cust: RR408 JRef. IWaT4080014
10 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty 2 FROM. TH DrwNo: 129.181539.0041'
russ Label: CJ5 KM I BAF 05/09/2018
T
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
1'4"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 2160 fl
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to hl2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 ff
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
5'
5'
Snow Criteria (Pg.PI in PSF)
Pg: NA Cl: NA CAT. W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sld: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord.
C
Den/CSI Criteria
PP Deflection in Ioc L/defl LJ#
VERT(LL): NA
VERT(TL): NA
HORZ(LL). 0.004 D
HORZ(TL): 0.007 D
Creep Factor. 2.0
Max TC CSI: 0 264
Max BC CSI. 0.223
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1114.21
22'10"l1
tr1
O
N
fV e-
11')
fM
20'4"
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 288 151 1179 / • / 92 / 4.0
D 89 /- /58 /• /- /1.5
C 116 154 145 / - /- / 1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
05/10/2018
WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in faycating, handling shippin installing and bracing. Refer to nd follow the latest edition of BCSI (Bwldingg
gg f ty In ormabon, by PI an SBCA) rbi safe practices prior to performing these unctions. Installe shall provideflterhlwr4ary
B s 1. Unless noted other nse top chord shall ¢h ve properivy attached structural sheathing and ptt2n1 Nord shall B efi roge tylidceilin9gLocationsshowniermanentlatralrestraintOfwebsshallhavebracinc slatted er ecsectionsApiyDtat6stoeachfaceoftrussandpositionasshownaboveandontheJornlDetails, unless noted otherwise. kefer to 6oA-
Z or standard plate positions. vision
of ITW BuyildmgComponpnis Group Inc., shall npt be responsible for any deviation From this drawin,an failure to build the donnance
with ANSI 11, or or handbng shrDDpmp, ms1;311abgn and bradnq of lrussesA eat on this dr wing or over pag ili drawing, Indlcales acceptance gf prd essione. angMgenng responsibility solely_ .. the dgs n Shown. he sui ty AL
IP NErmvmwn
6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20523 Ply: 1 SEON: 614159 / T14 / JACK Cust. RR405 JRef: 1WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty 2 FROM: TH OrwNo: 129.18 1539 00513
Truss Label: CJ3T KM / BAF 05/09/2018
E
12 1112X4
77 21-10"11
6 C T
6-1 T 214"
T B 0 3 X 4 F io
fV
204"
A H G
1112X4
2X4(A1)
2'4n 8"
2'4" 3'
Loading Criteria (psq Wind Criteria Snow Criteria (Pg.Pf in PSF) Def11CSI Criteria • Maximum Reactions (lbs)
TCLL: 20.00 Wind Sid. ASCE 7-10 Pg: NA Cl: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL. 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.006 G 999 240 B 222 / 45 / 141 I - 162 / 4.0
BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): 0.018 G 999 180 F 17 /. / 11 I - / - / 1.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 F - - E 75 / 25 / 38 I - / - / 1.5
EXP: B HORZ TL : 0.005 F Wind reactions based on MWFRSDes .00 Mean Height: 21,1oft ( )
NCBCLL. 10.00 Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5
TCDL: 4.2 psf F Min B Width Re
Soffit: 2.00 BCDL: 5.0 psf Bldg Code FBC 2017 RES Max TC CSI. 0.198 q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to W2 TPI Std' 2014 Max BC CSI: 0.031 E Min Brg Width Req =
Spacing: 24.0' C&C Dist a. 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.032 Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:0(0y0(0) Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(s).
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21
Lumber
Top chord 20 SP #2 Dense
Bot chord 20 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional CB.0
member design.
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord.
Nllllip/rNl
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05/ 10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in failncabnq, 1landlin9 shi ping in,*talling,and brac'nq Refer to nd follow the latest edition of SCSI (Building
Component ggaf ry. Information, by TPI end SI r0i sae practices poor to performing theseuncbons. Installers shall provide ternporanbracingperaII • Unl@ss noted olherwi e.top chord shall hove proper)r attached structural sheathing and bott%n fiord Shall hav@ a propen
altacheG ngid ceiling Locations shown or permanent lateral restraint of webs shall have bracingins per BG I sections B3. 87 c 810, as
applicable A ply plats to each face of truss and position as shown above and on the JoinrOetails, unless noted otherwise. Refer to ALPINE
drawings16OA-Zgor standard plate positions. Alpinl;,
a division of ITW Buyilding ompon nis Grou Inc. shall not be responsible for any deviation from this drrdawing,an ,failure to build the trv
s in conformance with ANSIl 11, or or handli q shipping, installation and bracing of irvssesA seat on ihig drawing or over pa Q 8750 Forum Drive listingthisdrawingindicatesacceptanceofproTessronaiengingBringresponsbillsolely (or the desi n shown. fThe sui9 bllity and
use of this drawing for any structure is the responsibility of the building Desigrier per ANS1/TPI 1 c.Z. Suite 305 For
more inlormaWn see lhs b'e enerel roles a end these web sites: ALPINE• www.al neilw wm: TPI www lipirist o • sack www sbondus wm: ICC, wwwJocsafe.orq Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON. 6141W I T13 I JACK Cust: RR408 JRef: 1WaT4080014
7510 C ELEV. I7510 C ELEV. -DAVID WEEKLY Oty' 2 FROM- TH DrwNo. 129.18.1539.00465
Truss Label: CJ5T I I I KM I BAF 05/091201g
E
fV
22'10" 11
T
1 T 21'4"
1 20'4•
2'4" 5'
Loading Criteria (ps0 Wind Criteria Snow Criteria (P9,Pf In PSF) D6NCS1 Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg• NA Cl: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
B Y88 / 51 1179 / - / 92 / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.058 G 999 240
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.153 G 552 180 F 60 /_ / 39 / - / - / 1.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.030 F - E 134 / 55 / 63 / - / - / 1.5
Des Ld: 37.00DesLd:: 37.
00
EXP: B HORZ TL 0.054 F - - Wind reactions based on MWFRS
Code I Misc Criteria
Mean Height: 21.60 tt9 Creep Factor. 2.0 B Min Brg Width Req = 1.5
Soffit. 2.00
BCDL: 4.
0 psiBCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0,381 F Min Brg Width Req = -
Req
Load Duration: 1.25
psi
MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.088 E Min Brg Width = -
Bearing B is a ngld surface.
Spacing- 24.0' C&C Dist a: 3 00 ft Rep Factors Used. Yes Max Web CSI. 0.063
Loc. from endwall: not in 4.50 it FT/RT.0(0y0(0) Members not listed have forces less than 375#
GCpr 0.18 Plate Type(s)'
VIEW Ver. 17.02.01A.1114.21WindDuration. 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2)16d common(0.I62'x3.5') toe -nails at bottom chord.
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05/10/2018
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WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
I—IMPORTANT—FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ds
asnew
Trusses rettluire exVeme cafe in faqricaling h ndlin9 shippin installing and brac'nog Refer to and follow the la est edition of BCSI (BuildingComponen, gg Eery Information, by PI on 'SBRCA) g' sa1lety Riacllces pnor to per orlrting these functions. Instal ors shall urovlde terhporary _
bracing per B SI. Unless no ottterw se.top chord shall h8ve properly attached structural shgathin9 and bolt2rtl hortl S11a11 havfl a pro4e0' attached paaid ceilingq Locations shown torDennanent lateral restraint of webs shall have bracing installed per BCI sections B3. B7 or e10.
as applicable. A pty plates to each face of Wss and position as shown above and on the Join etads, unless noted
or
itefer to
A IPLNEdrawings160A-ZRo standard plate positions.
Alpine, a diwslon of ITW BuildinlQComponEgntS Group In .,shall not be responsible For an deviation from this drawing,an failure to build the w mrm su+r
truss in conformance with ANSI/7PI 1, or roc handlin shipping, installation and brecirg ( trusSesA seal on thrg drawing or cover pa e 8750 Forum Dnvelistingthisdrawinggindicatesacceptanceofproessronareenmeeringresponsibilittyyseno, for the dear n hown. The su' bility Su;te 305anduseofthisdowingforanystructureistheresponsibilityofthebuildingDesigrSerperANSUrPl1 c..
Orlando FL. 32a.
For more mlormaWn see Ibis b's anerai rotes a and these web snea• ALPINE www.al 'nenw tom TP, www. nsi o SBCA wwwsbandusi oom ICC• www oaale o
Job Number: 20523
I Ply: 1 I SEON• 614164 / T25 I HIP_ Cust: R R408 JRef: 1 WaT4080014
7510 C ELEV.17510 C ELEV. -DAVID WEEKLY Oty 1 FROM: TH DrwNo. 129.18.1539 00544
Truss Label: HJ7T KM I BAF 05/09/2018
E
23'10"6
12 T4.24 p
SoCV
III2CX4 D
1 T 21r4"
T A B o; 3X4 F '1
1 i 20'4"
H G
4" 2 2'10"2 6T'3
4" 2 3714 9110"1
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7.10
TCDL: 7.00 Speed: 139 mph
BCLL• 0.00 Enclosure: Closed
BCDL: 1000 Risk Category: 11
EXP: B
Des Ld: 37.00 Mean Height: 22 42 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a. 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration, 1.60
Lumber
Top chord 2x6 SP SS
Sol chord 20 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 2 pif at 0 00 to 2 pif at 9.84
BC: From 2 plf at 0.39 to 2 plf at 9.84
TC: -22 Ib Conc. Load at 1.41
TC: 149 lb Conc Load at 424
TC: 269 lb Conc. Load at 7.07
BC: 17 Ib Conc. Load at 1.41
BC. 34 Ib Conc. Load at 4.24
BC: 120 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg.Pf in PSF) DeflICSI Criteria Maximum Reactions (Ibs)
Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell L/# LOC R / U / Rw / Rh / RL / W
A 254 / 113 / . / - / - / 4.9Pf. NA Ce: NA VERT(LL): 0 203 G 580 240
Lu: NA Cs: NA VERT(TL): 0.573 G 304 180 F 125 / - / 6 / - / - / 1.5
Snow Duration: NA HORZ(LL)• 0.079 F - E 297 / 95 / - / - / - / 1.5
HORZ(TL): 0.150 F
Creep Factor. 2.0
Wind reactions based on MWFRS
A Min Brg Width Req = 15CodeIMiscCriteria
Bldg Code: FBC 2017 RES Max TC CSI: 0.568 F Min Brg Width Req = -
TPI Sid: 2014 Max BC CSI: 0.565 E Min Beg Width Req = -
Rep Factors Used: Yes Max Web CSI: 0 069 Bearing A is a rigid surface.
FT/RT:0(0y0(0) Members not listed have forces less than 375#
Plate Type(s):
VIEW Ver. 17.02.01A 1114.21WAVE
Additional Notes
Provide (2) 16d common(0.162'x3.5") toe -nails at top chord.
Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord.
IMPORTANT" FURNISH THIS DRAWING TO ALL
PPEIiS' F
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0 Rim I v Q
COA6+a,70;p`
05/10/2018
INCLUDING THE INSTALLERS
omidtheseruo0nsInstallesrsfshiatill nprowtdeseA pore
uctu2l sheathingg and bolt2 1 fiord shall h v a pro gelhavebracingginstalledpereclsectionsB . t7 or gelontheJoinDetails, unless noted otherwise Refer to
it any deviation from this drawinwan failure to build the
ingg of trussesA Beal on thrg drawiX9 or cover pageinsibilitysolely-f_or )he desjqn Ihown. The suitability
ALPINENE
Mrrwoorw+rc
6750 Form Drive
Suite 305
Orlando FL. 32821
Job Number: 20523 Ply: 1 SEON: 614155 / T44 I HIP_ I
Cust: RR408 JRef 1WaT4080014
7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Ory' 1 FROM: TH DrwNo: 129.18.1539.00450
Truss Label: HJ7 I I KM / BAF 05/09/2018
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 1000
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
575 9'10"1
575 -}- 4 6"11 -
1
D
23'10'6
12
4.24 C4
v
or
i7 iA
0
B
20'4"
4 FE
2X4(A1) =
3X4
1'10"10
96" 4"1
9,6„ .1 "1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22.09 it
TCDL: 4.2 psf
BCDL: 5.0 psi
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi. 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x4 SP #1 Dense
Webs 20 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 0 plf at -1.89 to 55 pit at 0.00
TC: From 2 plf at 0.00 to 2 pill at 9.84
BC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 pit at 0.00 to 2 pill at 9.84
TC: -22 lb Conc Load at 1.41
TC: 118 lb Conc. Load at 4.24
TC: 232 lb Conc. Load at 7.07
BC: 17 lb Conc. Load at 1.41
BC: 100 lb Conc. Load at 4.24
BC: 177 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl- NA CAT: NA
Pf: NA Ce: NA
DeflICSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.024 F 999 240
A Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
B 318 / 143 / - / • / -
Lu: NA Cs- NA VERT(TL): 0.092 F 999 180 E 343 / 61 /-
Snow Duration: NA HORZ(LL): 0.010 F - D 56 / 25 / --
HORZ(TL): 0.023 F
Creep Factor. 2.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5CodeIMiscCriteria
Bldg Code: FBC 2017 RES Max TC CSI' 0.482 E Min Brg Width Req = -
TPI Sid: 2014 Max BC CSI: 0.847 D Min Brg Width Req = -
Rep Factors Used: Yes Max Web CSI: 0.257 Bearing B is a rigid surface.
W
14.9
1.5
1.5
FT/RT:0(0y0(0) Members not listed have forces less than 375#
Plate Type(s): Maximum Top Chord Forces Per Ply (lbs)
WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp.
B - C 201 - 477
Additional Notes
Provide (2)16d common(0.162'x3.5") toe -nails at lop chord.
Provide (3)16d common(0.162"x3.5") toe -nails at bottom chord.
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05/10/2018
1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 474 -172
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 187 -515
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re ire extremSe care in fabricating, h ndlin9 shiDpin installing and bracing. Refer to nd follow the lalest edition of BCSI Building Componentlgfty. Intoormation, by TPI end S CA) r0i sallty ractices prior to perfo rning these uncbons. Installe shall Drovide to porerY bracing per
e sg1. Unless noted olhervriSe,top chord shall have property attached structural sheathincl and bott%% mhord $Hall 11avfl a pro only attachetl Hold
ceibn9 Locations shown ror permanent lateral restraint 6i webs shall have brdcinc ns tied per BG I sections B3, B7 or 117 as applicable@
Aopp' pptats6s to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160%1-Z folYslandard plate positions. AI ine,
a division of ITW Bl ildl'ng CCom ngnls Grr44u I shall not be res siple for an deviation from this drdwing,an Failure lo build the Wss incpniormancewithAN1/7PI 1 por for handlin s(iipping, inst Ilatiopn and bracing of irussesA eat on this drawiXp or over pogo g7gp Forum Dnvex listing this
drawing indicates acceptance of pro essionar eng ngering responsibiliri solelyr the design shovTn.e suiTabflity Suite 305 and useofthisGlowingflooranysGvctureIsaresponsibilityoftheBuildingDesigerperANSU7PI1aec.2. Orlando FL, 32821 For more
mlormeWn see This lob enerel Holes a end Ihese web sites• ALPINE' www.el neilw ocm• TPI www 1 n51 o SBCA www.sbandusi coin. ICC: www iCG58fe o
Gable Stud Reinforcement Detail
ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orn 120 mph Wind Speed, 13' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 120 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt - 1.00
Or, 100 floh Wind Soeed. 15' Mean Helohht. Partially Enclosed. Exoosure O. Kzt a IM
S
2x4
SBrace
Goble
Vertkal paclnp
Species Grade No
Faces
1)
Ix4 •L' Brace 2x1 •L' Brace 2) 2x4 •L' Brace t) 2x6 'L' Brace G'> 24 •L• Brace Group
A Group B Group A Group B Group A Group B Group A Group B Group A Group B Q%
J
U
O
a
qt
S
P F H
F N1 /
42 4' ' 7' 3' 7' 7' 8' 7' e' it, 0' 3' 4' V 14' V 14' 01 R3
4' l' 6' 7' 7' l' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' IV 14' V 14' V Stud
4' 1' 6' 7' 7. 0' 8' 6' 8' 10, 10, 1' IV 6' 13' 41 13' 10' 14' 0' 14' 0' Standard
4' l' S. e' 6' V 7' 7' e' 1' 10' 1' IW 6' It, 10, 12' e' 14' 0' 14' 0' S
P D
F L NI
4' 6' 7' 4• 7' 8' e' e' V 0' 10' 4' IW 9' 13' 8' 14' 0' 14' 0' 14' V 02
4. 3' 7. 3' 7' 71 1 8' 71 e' it, 10' 3' 10, it 13' 6' 1 14' 0' 14. V 14' V 43
4' 2' 6' 0' 6' 4' 7' It' 8' 6' 10' r IV 7' 12, 5' 13' 4' 14' V 14' V Stud
4. 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 10' 7' 12, 5' 13' 4' 14' 0' 14' V Standard
4. V 5' 3' S' 7' 7. 0' 7. 6' 9' 6' 10, 2' 11' 0' it, IV 14' 0' 14' 0' U
7
i
Q)
U
O
S
P F H
F Rl /
12 4' Il' 8' 4' e' S. 9' 10, IV 3' it, e' 12, 2' 14' 0' 14' 0' 14' 01 14' V 43
4' 8' e' 1' e' r 9' B' 10, 1' It- 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' V Stud
4' 8' 8' 1• e' 6• 91 B' IV I' 11' 7' IV 1' 14' 0' 14' 0' 14. 01 14' V Standard
4' 8' 6' ll' 7' S' 9. 3' 9' 11' Il' 7' l2 1' 14. 0' 14' 0' 14' 0' 14' 0' S
P D
F L NI
5' 1' e' 5' e' 9' 9' it, 10' 4' 11' 10, 12' 41 14' 0' 14' 0' 14. 0' 14' 0' 02
4. 11' 8' 4' W Of 9' 1 ' 10' 4' 01 14' V 14' V 14' 0' 03
4' 9' 7' 4' 7' 9' 9' 9' IV 21 It' 01 IZ If 14' V 14' 0' 14' V 14, W Stud
4' 9' 7. 4' 7' 7 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' V 14' V Standard
4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7• 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' d
L7
x
U
O
N
i
S
P F LJ
F flRl /
02 5' 5' 9' 2' 9' 6' 10' 10• 11' 3' It, 8' 13' 5' 14' V 14' 0' 14' V 14' V 03
5' 1' 9' 0' 9' 4' 10' e' It, 1' 12, 9' 13' 3' 14' V 14' 0' 14' V 14' 0 S'
1' 9' V 9' 4' 10' 8' Il' 1' 12, 9' 13' 3' 14. V 14' W14' W14' 0' anStudStdard5' 1' 8' V 8' 6' 10, 8' It, 1' 12' 9' 13' 3' 14' 0' 14' W14' W14' V S
P D
F L NI
5' 8' 9' 3' 9' e' 10' 11' 11' 4' 13' V 13' 6' 14' V 14' 0' 14' V 14' o• 42
5' 5' 9' 2' 9' 6' IV 10' It' 3' 12' I11 13' S• 14' V 14' V 14' V 14' 0' 43
5' 3' 8' 5' 9' 0' 10, 9' 11' 2' 12, 10, 13' 4' 14' V 14' 0' 14' 01 14' 0' Stud
5' 34 8' 5' 9' 0' 10, 9' 11' 2' 12, 10, 13' 41 14' 0' 14' 01 14' V 14' 0' Standard
5' 1' 7' 5' 7' W 9' it, 10' 7' 12, 9' 13' 3' 1 14' V 14' V 14' 0' 14' V We
Truss Olagoral
brace a~ O verticallengthmaybedmmed
when dlogonal 8' 111 bract
is used Connect L I diagonal
brace for 4309 L' tl ateachandMaxsobBrcvtotal
ength b 14'. 2x4
W-L 42 or better
d r Vertkal
length shownK tap) singe it p In
table above. or dmble cut we
shown) at L 1 upper
and Correct
dlaoona at 1777
Refer
to chart movAAma
n K" an FOILDv ALL NOm ml WC11 D Wmo a
wlflne f1e0N TICS WWDG TO ALL —1-1— DCU TW mFFALUla 135Y
Y V{= law
a P'(7 atdded rlddoAb Loca10. 37 o M. far Pm ble. la4r•1 MtMt o7ahru mawwetwlladIxRBSIpct4ua7. i/ ? ale. Y Ilpplyy 1d to aw n d
trhss wood Y Olseh above wN on the hMt Dates. ,eM W Mar
to *4 IMA-1 for adnd.rd gab pedt va ewe,
a dNbbh of rry cahewnnb bm. alas. new bw veaparila Por drvbta AN
ft1N MIWY tI r dnwewna aro awe. to~i tl. t..es an awenw . APXWM L ar far v v am hreteaatsm • ah. Ad or to A
awl nn 10— dl'awe wr oewr WYIy tli radp ehbtes aohaptov or 13723
R—MW Ones Ilwdveeaa rea araftr din aloes = wdaekaly. Yd use of *1b d/asYhs Sunw
2W _ aq elwcbam b tle tIo MIo Oaadr pr Mm/7 1 L tacL Maryland
Hephls. MO 63043 far nnare Merwatlah all tlb pIa a ,4teappewppsrYd tMM wb /ha ALlOb waadeweeamo
1 D awetaaeasah >ZRYo saaAbOharayAry [CO wwaovahAry Bracing Group
Species and Gradesh Group Ai
S nrcrPM-
ftr !M-Fb al / a2
Standard e2 Stud e3 Stud
43 Standard Dountes Fir -
Lerch rn ass s3 a3
Stud Stud
Standard Group
Bh
Hem -Fir
6 etr
at a
Ftr
ar N rn Ping an al a
02 e2
Ix4 paces
shall be =3 (Stress -Rated bard). esFor lx4
So. Pbe was only industrial 37 or industrial 47
Stress -hated bards. Group B values may
be used anh these des. 11 liable truss
Detail Notes, Wbd Load
deflection criterion Is L/240, Provide uplift
connections for 55 plf over continuous bwarbp (
7 psf TC Dead Load). We end
stgparb load from 4' V outlockers with 2'
0' overhus or 12' plywood overhang Attach 'L'
braces wiM lad (UWKW P" nails. ili For (
1) 'L' In scs space nags at Y oc. in IB'
and saes and 4' oa between zones. R16or W '
L' brocao space nails at 3' oc. in Ur
and sores and 6' cc. between sores. L' brac*
V must be a ndnbsw of em( of mob member erotA
Gable Vertical
Plate Sizes Vertical Length
No Udice Less than
4' W ilIX4 or 2113 Greater then
4. 0' I 3X4 4 Refer
to cowan truss design for peak, splice,
and heal plates. Refer to
the Building Designer for conditions not addressed
by the detaL REF ASCE7-
10-GAE14015 DATE 10/
01/14 DRWG A14015ENC101014
TOT. LD.
60 PSF SPACING 24.
0'
Gable Stud Reinforcement Detail
ASCE 7-101 140 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = L00
Oro 120 mph Wind Speed, 3W Mean Height, Enclosed, Exposure D, Kzt = 1.00
Oro 100 mah wind sowed, 30' Mean Height. Partially Enclosed, Exoosure D. Kzi 1.00
S
2x4 Brace
Goble Vertical
Spacing Species Grade
No
Braces
1) Ix4 'L' Brace 1) 2x4 -L' Brace 2) 2x4 •L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace on
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
W
J
US6
a
U
P F
H F
Nl / 42 4' V 6' Il' 7' 2' e' 2' e' 6' 9. 9' 10, 21 12, to. 13' 4' 14' 0'
43 3' 10' V 2' 6' 7' e' 1' e' 5' 9' e' 10' 0' 12, e' 13' 2' 14' 0' 14' 0'
Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' S' 9' e' 10' 0' 12' 8' 13' 2' 14' V l4' V
Standard 3' 10' 5' 3' 5' 7' 7' V 7' 6' 9' 6' 10' 0' It, 0' 11' 10' 14' V 14' 0'
S P
D F L
Nl 4' 2' 7' 0' 7' 3' e' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' V 14' 0'
N2 4' V 6' ll' 7' 2' 8' 2' 8' 6' 9' 9' l0' 2' 12' 10' 13' 4' 14' 0' 14' 0'
03 4' V 5' 7' 5' 11' 7' 5' 7' 111 9' e' 10, 1'
J14
12, 5' 14' 0' 14, 0'
Stud 4' V 5' 7' 5. 11' 7' 5' 7' 11' 9. 8' 10, 1' 12' 5' 14' D' 14' a
Standard 3' 9' 4' Il' S' 13' 6. 6' 7. 0' B' 10, 9' 6' 11. 0' 13' 11' TV 0'
U
i
Q)
O
s
S P F
H F
N1 / 02 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0'
43 4. 5' 7' 6' 8' 3' 9 3' 9 7' It, o• ll' 6' 14' 0' 14. 0' 14' o•
Stud 14' 0' 14' 01 14' 0'
Standard 4' 5' 6' 5' 6' 10' 8' 71 9' 2' 11' 0' 11' 6' 14' V 14' 0' 14' 0'
S P
D F L
Nl 4' 1V 8' 0' 8' 4' 9' 6' 9' 10' It' 3' 11' 9' 14' 0' 14' 0' 14' 0' l4' 0'
02 48 7' It' 6' 3' 4 9' ' 9' 9' 11' 2' It' 7' 14' 0' 14' V 14' V 14' 0' N3
4. 7' 6' 10' 7' 3' 9' l' 9' 8' It' 1' 11' 6' 14' V 14' 0' 14' 0' l4' 0' Stud
4. 7' 6' 10' 7' 3' 9' l' 9' S. 11' 1' 11' 6' 14' V 14' 0' 14' 0' 14' 0' Standard
4' 5' 6' 0' 6' 5' e' 0' 8' 7' 10' to, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d
x
d
U
O
a
CU
S
P F H
F Nl /
N2 5' 2' 1 8' 9' 9' V 10' 4' 10, 9' It, 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 43
4' 10' 8' 7' 8' It, 10, 2' 10' 7' 12, 2' 12, e' 14' 0' 14' 0' 14' V 14' 0' Stud
4' 10' 8' 7' 8' ll' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S
4' 10' 7' 5' 7' It' 9' 11' 10' 7' 12' 2' 12, 8' 14' (' 14. V 14' 0' 14' 0' S
P D
F L NI
4tandard 5' ' 8' 10' 9' 2' 10' 5' 10, 10' 12' 5' 12, 11' 14, 0' 14' 0' 14' 0' 14' 0' 02
5' 2' 8' 9' 9' t' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 43
5' 0' 7' 10' 8' 4' 10' 3' 10' e' 12' 2' 12, 8' 14' V 14' 0' 14' 0• 14' o' Stud
5' 0' 7' 10' 8' 4' 10' 3' 10, e' 12, 2' l2' 8' 14. 0' 14' 0' 14' 0' 14. 0' Standard
4. 10' 6' 11' 4 7' ' 9' 3' 9' 10, 12' 2' 12' 8' 14' 0' 14' V 14' 0' 1 14' V ble
Truss Dbgonst
brace optwm vertical
angth may be doubled
shin diagonal brace
Is used Comnrci dagval
brace for 5M at
each end Max sob foist
length Is 14. Vertical
toroth shown In
table above. 45, Common:
dlapara at 1
L.
te-
L
iN
Br
cv I x6
DF-L 62 or n.
tter degandd T_ t bracel
sin& x
doubts cut Ills
shown) at L 1 upper
and Bracing
Group Species and Grades Group
Al Fh
rrFir at /
Ila ndar'd 1 42 1 sum 3
Stud 83 Istandard Dowdes
FIr-Lerch Pinem gMS611
StddardGroup
Bl He"
41. 1
a 1nr 1
as •-
Larch Southern ptnem etFb•1 to •
2 Ix4
Braces Shall be SRB (Strass-Ratty Board). For
Ix4 So. Pins use arty lrxavetrlat 33 or Industrial
47 SVvss-Eoted Boards. Croup values
may be used with these gnades. Galote
Truss Detall Notesl Wind
Load deflection crMrlon Is L/240. Provide
qAW* covactim for 100 plf over cantbdous
bearing (s psf TIC Dead Load). Gable
end supports toad from 4' V ouelookers amh
2' V overhang, or Ir plywood overhang. Attach •
L• braces Nth lad (L12B'x3A' P&O nalls. i1
For (t) 'L• br=r space ndb at 2' or - in
Ur and across and 4' o,c. betwev. zones. BE16or
m 'L' braceso span raft at 3' arc ti
Ur and zones end 6' arc. between zones. L'
brachl; must be a WhImum of BOX of web member
talgih. Gable
Vertical Plate Sizes Vertical
Lanath No splice Less
than 4' 0' 2X4 Gresier
ikon 4' V. but 3a4
lesscantl' 6• Greater
elan u' 6• 1 04 Refer
to common truss design For peek,
splice, and howl paves. Rotor
to the Bladro Designer for co dtbns not
addressed by fhb drUL estnAlWas
REM Ohm fu ov ALL MU O11as O0A1O1° _ 0. 708 1N. alwarmainREF ASCE7-10-GAB14030 n00Y1TMINAVIGToALLagRaClOaiDIGING .LTHEi Tmsews rgts
extram core h febricoUS hlanaulo w ef to an; - fsusw w
lets.' wdtlan of u ( am ca,w.mi sat tT m a..aW,.,iy m w .ry DATE 10/01/14 ON -to
a0w u: 'Up chord °ood ha "v.°"I •tta'"sbwolaa w"'a'°`'"`'•'°
hom, ''u`' E
DRWG A14030ENC101014 d.a howavrpatr .caws ` as p.rxar.
nt war. m SAT O ; Q dru Ibv. a.t... vet ) d O w
t..s w as shown .bar.. w oe w J nt threes. p nwM ob.r.ra. w Refer to M160s-z for wdrabrd pleb poQlda L •a I' •• ' Alpms.
a drdAa.
a lty Caoa na Inn. dbu mat IN, I apa.aa fa_ - i•b •• { ANMCCIL AW gar
wowrna aq tasty to w tress to )mane. down AxfiRet L or for 1 V •e••.......••'•G MAX. TOT.
LD. 60 PSF wa114"No , 6bmooftw116narA w
w Oft &netsM or tweet I, boo fhb drorp wldatas amptory of O.whss6rd fJ _` 13173 m,w,
pon om. - are r Y
4-9 of dr.. The -'a,-
w r. a tli dnsb ts 8ude 2W " Blddris
adlpn p.' Aimnn t IbeB ., ON AIL Maryland Haigh. MO
63043 K u =-"Z=
r7kintQ
MAX. SPACING 24.0'
System 42
Using GRK <RSS) JTS 1/4x6-3/4
Max. ConcentratedlLoad per Chart Below
nmm + emn 7fO.. t.oamtlmn
Ft II."
L
r..
s , urcmame
Apply screws to top chord within 12' of the
concentrated load location 2 4' o.c., min,
evenly distributing them to each side of the
concentrated load. A maximum of 6 screws
may be applied to the top chord for each
concentrated load.
For double top chords, evenly distribute the
screws over both top chords, using some
spacing guidelines specified above. The max
number of top chord screws Is 6 per chord
member for a total maximum of 12 screws.
If the concentrated load connection requires more
screws than 6 per top chord member and the load
Is located at a panel point where webs Intersect
the top chord, the remainder of required screws
may be applied to those webs below the
concentrated load location evenly spaced 2 4' o.c.,
min, keeping the 3' min end distances. Each additional
screw Is worth 474 lb for SP webs, 442 lb for DFL
webs, and 400 lb for SPF webs.
N of
Screws
Maximum Concentrated
Load (lbs) (1.00 DF)
Sp DFL SPF
1 474 442 400
2 984 884 800
3 1422 1326 1200
4 1896 1768 1600
5 2370 2210 2000
6 2844 2652 2400
7 3318 3094 2800
8 3792 3536 3200
9 4266 3979 3600
10 4740 4420 4000
11 5214 4862 4400
12 5688 5304 4806
Ply to Ply Connection Detail
or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal.
Refer to Alpine sealed drawing
for Individual truss design.
Load AppllIled to This Ply
31/2' F---F31/2'--i
Truss Member (ChordlShown)
3/4'
Screw Position In the Truss
JTS or Strong -Drive
General Notes,
1. Screws centered along the 1.5' dimension of the 4x2 member.
2. Minimum end distance of 3'.
3. Screws installed with head In loaded member.
4. Gap between plies not to exceed 1/8'.
5. Screw location may be adjusted up to 1' to avoid conflict
with other hardware or to avoid lumber defects.
6. Do not Install screws In areas where lumber wane exceeds 1/4'.
7. Equal loads from both faces or loads that '
distributed to each ply do not require ` ccons er fill, d
8. For 3x2 members use GRK (RSS) JTS 1/ cei•or.TJ j33 ti'<
SDS25412 or SDW22500 screws or equar V•.• GE%.
1h1
9. Contact Alpine for special connectio&5SI'co red ldetail. _
o. Y•
Max. Uniform Load per Chart Below
lllllll
For single top chord, see chart below for screw
spacing. For double top chord the screw spacing
may be doubled (but may not exceed 24' o.c. per
chord). Screw spacing shall be offset by 1/2 the
o.c. spacing In each chord.
Screws need only apply to the extents of that load.
For chord sections supporting less than 100 plf apply)
one screw at each top chord Joint location,
Top Chord Screw
o.c. Spacing (Inch)
Maximum Uniform Load (plf)
Along Top Chord (1.00 DF)
SIR DFL SPF
4 1422 1326 1200
6 948 884 800
8 711 663 600
10 568 530 480
12 474 442 400
14 406 378 342
16 355 331 300
18 316 294 266
20 284 265 240
22 258 241 218
24 237 221 200
allIMmo
A&N
WIVIN a no on mum "LL Pam a no aaysro
mwrt"Mti nMl was awvoo M "LL o rtanae eaa®c TW aaY"uaa *
Trupws r *A extr -- are InPo6rtefto twrrhp, o, ur w 4fer ow•
team Me I~ .am, a WM wra a7pv.ee safety Ldoremaae y m°WWII for fey
ppr r[[u
nd addid
dw vro• vR
roM mr•W, tepl do's eNmll hw P'•OmrtY ettedW rtr e0 1 d maW aeii
dwa Mw a IN a m Y stiach" laatbro dome for Omr•+nmet leterd rwtreart
dW Mw aartaYod Wr B& 17 or M asopp a l Appl gotw to dom
a trw w W damn aCow eM a w .hart oft" view naked otlwrdom.
war b d m ua-z t.r .aN.w oats ooeuw,.
S p1T O
i• .
T
1 .••'
TC LL PSF
TC DL PSF
BC DL PSF
BC LL PSF
REF SY42 Connectlo
DATE 01/19/2018
DRWG CNSY42PLO118
AN f11Nt MiM1IY
rve,panOma13723
Sole Mary indMaryland Heghu,M06xMJ
loa,., ..vulme of m su Cwpawne. tra urmme v
not ae resporotle tW a
ai irmaa enY iJ f tor
tlr tyre ti oremrce elTh Mfsl/ip! L v tar
A Dud n a araaw a vtswo11DudontNm +.rw : m•s P dv ub +..we a,ro.a..ovoamno a p4"*—v
f '
Dt' Y
h, a+ ' & a Y + «•av
For mart aMOlmYtdl eme Mb JmM. Omrwrd notedp w Mew w4 elNn KPVO
wmalpinat ew T 4 —!W6 V=94 aC1r mt iseysy ICO mwloemateorw S/
pNAI. LNG'` oA
a81YIP 018 TOT.
LD. PSF DUR.
FAC. 1.00 SPACING
Commentary-,
Camber may be bunt Into trusses to compensate
for the vertical deflection that results from the
application of loads. Providing camber has the
following advantages)
Helps to ensure level ceilings and floors after
dead loads are applied.
Facilitates drainage to avoid ponding on flat or
low slope roofs.
Compensates for different deflection
characteristics between adjacent trusses.
Improves appearance of garage door headers
and other long spans that can appear to 'sag.'
Avoids 'dips' In roof rudelines at the transition
from the gable to adjacent clear span trusses.
Deflection and Camber
In accordance with ANSI/TPI 1 the Building Designer,
through the Construction Documents, shall provide the
location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
drainage system. The Building Designer shall also specify
any dead load, live load, and In-service creep deflection
criteria for flat or low -slope roofs subject to ponding
loads.
The amount of camber Is dependent on the truss type,
span, loading, application, etceteras.
More restrictive limits for allowable deflection and
slenderness ratio (L/D) may be required to help
control vibration.
The following tables are provided as guidelines for
limiting deflection and estimating camber. Conditions or
codes may exist that require exceeding these
recommendations, or past experience may warrant using
more stringent limitations.
JAI:im g
M MCOMPAW
13733 Hrv.rW Om.
SuaM 700
Us"M Hevhb. L/O 63043
4oVA10MMIE KAO 4101 FOLLOW ALL OEM ON TM OMYOO
608MIAN I10001 1— MUM 10 All _1_1_ OOJ®O M
Trove. npA•.;; dry ti fY'10wo ft doWo ad Orr
am vw V 9~ of am wire 0oorwr *ft LA ftft m
L = Span of Truss (Inches)
D = Depth of Truss at Deflection Point (Inches)
Recommended
Truss Type
Truss
LIM
Deflection
Live
Limits
Deflection
Load
Limits
Total Load
Pitched Roof Trusses 24 L/240 vertical) L/180 vertical)
Floor of Room -In -Attic 24 L/360 vertical) L/240 vertical)
Trusses
Flat or Shallow Pitched 24 L/360 vertical) L/240 vertical)
Roof Trusses
Residential Floor Trusses 24 L/360 vertical) L/240 vertical)
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
Truss Type
Pitched Trusses
Sloping Parallel
Chord Trusses
Floor Trusses
Flat Roof Trusses
Note, ThenwM el®gf
the gn Mea
RALma L. I Ha. 10861
Ow. • d. bw of m Mddbp - V,a 61c oOW 1al aw n.yalrl. +aYq
la.0i9. W' Mr fo UM tlw trun FA mn/swuv dN A16{/1F1 L o' for Sm
d eem a Ong of Wa.a
d a1 90 IroOrO o Np = UMV tft WNy o rw M uF oft
aw 5 sWlb d W Yi0 g4 Vr N6VIV1 1 to 8
for won Maw.Ywr an Yb jY. Pr•'•1 rw4 pp W tlwn M Otw
IVOwr mr00wM.mY 1F6 anRtpatxy >OWM w.aoalaav'Yo'W L0D ...to.he0
S
Recommended Camber
1.00 x Deflection from Actual Dead Load
1.5 x Vertical Deflection from
Actual Dead Load
0.25 x Deflection from Live Load) +
Actual Dead Load
0.25 x Deflection from Live Load) +
1.5 x Design Dead Load Deflection)
load may be considerably less than
F DEFLEC/CAMB
TE 10/01/14
WG DEFLCAMB1014
7
RalnfaHank
Go
Tr
Gable Detail
For Let -In Verticals Gable Truss Plate
pproprlate Alpine gable detail for
sizes for vertical studs.
Et ghwered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
Lopped plates to span the web
2*
2X4 2X8
rrovoe connecsons ror upurs specmaro on zne engvwerea truss aeslgn.
Attach each 'T' reinforcing member with
End Driven Molls4
101 Contemn (0.148'x 3.',Nn) Nags at 4' o.c. plus
4) nags in the top and bottom chords.
Toenalled Nagst
IOd Common (0.148'x3' nW Toenalls at 4' oc. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A30015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 I< ASCE 7-16 Gable Data& Drawings
A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118,
A16015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118,
A1153CENC100116, A1203CENC100119, A1403DENC100116, A16030ENC100118,
A16030ENC100118, A20030ENC100118, A20030E10100116, A20030PED100116,
S11515ENC100118, S12015ENC100118, S14015ENC100118 Waa0q
S18015ENC100118, 520015ENC100118, S20015END1 1 001;h4
S1153DENC1D0118, S12030ENC100118, S14030E 1
S16030ENC100118, S20030ENC100116, S `
See appropriate Alpine gable detail for rto
T' Reinforcement Attachment Detail
T' RelnfortrngcIT, Rorlforctrng Member
member Toe-
nal - Or - End -nag To
convert from 'L' to 'T' reinforcing members, multiply '
T' increase by length (based on appropriate
Alpine gable detail). Maximum
allowable 'T' reinforced gable vertical length
Is 14' from top to bottom chord. T'
reinforcing member material must match size, specie,
and grade of the 'L' reinforcing member. Web
Length Increase w/ 'T' Brace Example
ASCE
7-10 Wind Speed = 120 mph Mean
Roof Height - 30 ft, Kzt = I= Gable
Vertical - 241oc. SP 43 T'
Reinforcing Member Size = 2x4 T'
Brace Increase (From Above) - 30% - 1.30 1)
2x4 'L' Brace Length a 8' 7' Maximum '
T' Reinforced Gable Vertical Length 1.
30 x V 7' = 11' 2' T'
Rvinf. Mbr.
Size T'
Increase
2x4
30 X 2x6
20 X MAIARIm
VIM OM faaav ALL N= aw THl= WAvml01 ' _or REF LET -IN VERT saMMnMneemSNTICOMYs6TOALLCWRAMMmRll=' TlK Dlff .k i • z Trusses
n*A 9 b am care h faarl sting, rardr,e, MpWp and M arm ' i faun. tow at.,t adds• of ZZI v WPM Safely LAvwatbb !y dI and 4iN fer fete SAT - DATE
01/02/2018 one°"""°
u•• td"°'rou°W"'y °"°ded°"atr'i E DRWG GBLLETIN0118 afrohave • prspriy .te.d.a rid oA y Ismtlxe sho for so man- lateral restraint a . p shaa
Irw MaO p hstoasd per 1CA wctbns n 37 or Ile, as appkeMe NIOIy 0labs dA • .11 Ia C d
O w tros ud poptlon as slgern abo.e and an the .lout g.ta4. vim ,o4d aawrw. y00 ` .• i Refer
to ate laell-Z for standard gab psalllo,a ••e••.,••N' Alprar, .
dNny of T7v Hasp ceapa,w•ns Ina ee o ,ot M TPI L aMf for eeatatbn`t77 MAX. TOT. LD. 60 PSF A!I IIWCDINIMNY tMw "Von 4 any fable to laid env trtp ti ca/o waroe oft MRVip(L ar far /arr•mp sh e0 a7 hstNlaelsn
a taadnp s ory ave 4 f
Ms "
13723
Raarpsn Ome A
Baal an this 7 '•°
i oan7rhe b bukatallwatl+• BUR. FAC. ANY s,.
le 200 m°
Cev.
ire rarponabuq WI t e Mary oeaaar var AAwnn I SWA OA h 20 018 Maryland
HagMa, M063043 far core awarwotbn eve a+r J•s'• o•nsral "aa. pepr and those are smsv MAX. SPACING 24.0' AVee'i aes.alpaMmeaall Tfe tee tpjMj, Xic atryssyn W aaaJOCp/trey
SY32/SY42 PLY TO PLY LSC C NNECTI N DETAIL
FOR DOWNWARD LOADS ONLY
Uniform Load Application
a ___I. -A
Max. T.C. Uniform
Load (plf) CUP Spacing
Along
Top Chord
SP DF SPF/HF
935 810 585 12' O.C.
625 540 390 18' C.C.
470 405 295 24' o.c.
373 325 235 30' os.
Maximum LSC spacing Is 30' o.c.
Concentrated Load Application I Installation Instructions
1. Position and attach LSC
Load applied to loaded ply with (3) 0.131'x1.5'
to this ply I nails Into narrow face.
Max Load
Qbs)
SP DF SPF/HF
1870 1620 1170
Notes
Install LSC adjacent, equldis
and not more than 6' on ea
side of concentrated loaf H.
2. Bend clip over adjacent ply
and attach with (3) 0.131'x1.5'
nails Into wide face.
LSC42 for single 4x2 chords
LSC32 for single 3x2 chords
LSC42-2 for stacked 4x2 chords
LSC32-2 for stacked 3x2 chords
Refer to Alpine sealed drawl NA-dlvl '"6l ,design.
mar KM eem FOAM &u WO 0 rim MWOO
Iml. nwmaM rams alala i ro eu mmleacrmm oaaamom la[ oar O. 7 8 i s REF SY42 Connection
T..e:....w...w. a... ti •d+o•dv rme4 .w a .o WA _
P °"ate m".V —0- -=
Lem .
3894
p
w 5
DATE 10/01 /14
2 -
he.e Pew=s ee.wr• .e,sw.i rw.e 5 DRWG LSCSYX2A1014
Mp•v, a dMdm N IVV bGraW Ine. dull wd b nWww&W Iv rq i•Y •
AM nW OOMYM11Y vee d aeYR eM I.W. b Mkt tlr duo F mJvwry dN N4VR1 1 v /vi •` •••
avldLYa
6O or cm ••.
e•a••N•
A eeel a tlal I'.M O er owe Vdf tpy Yishaft lade emyro W p4-0013723Rtmpan0ewIar- eip. ei rly Y Yie ti a
The eWeYmy ed r..r ar +... 0N A1. ENSdie200
W •Y F4 Oer Mm/rrrl a secs
MW*.d HOOM MO63043 , •, ,, „ , "'• °''• a ''•• end" "6k= too DUR. FAC. ALL
I STRONGBACK BRIDGING RECOMMENDATIONS I
BUTT STRONGBACK
BRIDGING TOGETHER
9'
Q• ATTACH SCAB WITH 10d BOX/GUN
4' -0' ex6 <0428'x3.0') MAILS IN 2 ROWS AT
SCAB 6' 11
NOTE- IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
NOTE, Detalls 1 and 2 are the preferred attachment methods
ATTACH STRONGBACK TO
OWEBV/ (3) tOd COMMON
0.148'x3') NAILS OR
4) 10d BOX/GUN
O 28'x3A') NAILS
a
e) lOd COMMON <0118'x3.0') OR
BOX/GUN <0.126'x3A') NAILS AT
TOP AND BOTTOM OF 2x
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK V/ (3)
10d COMMON (0.148'x3r) NAILS
OR (010d BOX/GUN (0.128'x3.0')
ONAILS.
STRONGBACK BRIDGING
P N
to W one re Mired
to ar 1 roe kt arm of
to et
to
V cols at W o[
ArrMN
TO HOF
m910
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES >
seWMI Pie nJa®1 1113 MWM M 0" CMAPM I1CU0100 TIE MUl" R
Tnoee r@gW* esensir ear. ti /etrlcefto rrer"Wo end 6/
Idle. Yv leave WHIon .f R9 WOO M iee, eeeie m enll I
pin Ptr b pvlonip drew MCWY. IroeeWre slnu oo.en 1
dh&U rew .e...W. lao dvr wO I... v.v.Nr ewwr .e.rlv.ra
letar; bI.» . P'.OK,. •eadw rtl/ cAYo loot6nW am .v Okals,,A le....r ..e4.ti.
nr dMll Brew b.0a YrealW oe' tl Nc a. n : n4 ae .ogaaere e.orr oboe o0
Mpin. I — of try pDAOVWON- f p Inc d a reel Iwo were tle Ier r..ru
ANffW IrNMNI' Y!, A eery fe4a. b WliM `m ti mdawnw da MCVIp b e' Ior rwMR.1
I.aoemn a x .0 of a..aea.
A aael on eli Oro or cwnr ipr Go" 90 Meq Or ea. em/ary at /.hsb
5of
d
13723.
1.
z7RnarparlOme
y " a Mm/1 11 iaCt
care zoo
for re. boar,.mn .« ar JIYe Oenw d row w tlrar .a aa.
Llery4rra Hegna.M08JW3 KyOE, ...aar Try eaa OCM W eeeJ<sw/e
All scab -on blocks shall be a minimum 2x4
stress graded lumber.'
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging Is to
develop load sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown In
details, Is recommended at 10' -0' o.c. (max.)
The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' Is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing <TDD) for the bracing requirements for
each Individual truss component. 'Bridging,'
particularly 'strongback bridging' Is a
recommendation for a truss system to help
control vibration. In addition to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore Is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information).
ee.. /
sele-.( S
AWOe..'- 44
7
S/
ONAL jS
LL PSF REF STRONGBACK IC
DL PSF DATE 10/01/14 BC
DL PSF DRWG STRBRIBRIO14 BC
LL PSF TOT.
LD. PSF DUR.
FAC. 1.00
CLR Reinforcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired.
Notes,
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-relnforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member Speclfled CLR Alternative Relnforecement
Size Restraint T- or L- Relnf. Scab Relnf.
20 or 2x4 I row 2x4 1-2x4
20 or 2x4 2 rows 2x6 2-2x4
2x6 I row 2x4 1-2x6
2x6 2 rows 2x6 2-2x40q
2x8 I row 2x6 1-2x8
2x8 2 rows 2x6 2-2x60p
T-reinforcement, L-reinforcement, or scab reinforcement to be some
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
Oq Center scab on wide face of web. Apply (1) scab to each
face of web.
T-Reinforcement
Or T-Relnf.
L-Relnforcementl or
L-Relnf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nalls
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length.
Scab Reinforcement,
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length.
Scab
Nop—
10M ONON WSM Alm FMLOV All wzns a no uavoo
evRlM Fa T= WV= To ru m11wOC1 i OCL Md1 THEOWALUM.
U 0 1L PSF REF CLR Subst.
DATE 10/01/14Tna.w s qA d.bww on F f•Orb.gi hr•G .o ba•.u w •wwd R.f..
faro. as left" N16n of zea orrw Caw -a aaq Dwrv.I., r.. C DL PSF4bwpTvn.w am. pier a r.•fa•ft IS m fa+Nba bolagov sN.D p•d6
Ww =
per
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a
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awww,W
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dMaryland M•p b.M087WJ ra ron MonaWn w. Vb yvs Da••••' roarpD. w flaw .•. sN.a
w..leMlamww T 6 ...aravw, ,,, .w.fwstryo.y fro ,,,m...ow 2018 SPACING
T'
Reinforcing
wmber
Gable
Truss
A&tMg
AN ITWO AA MY
13723 mrvaryan Ome
State 200
Maryland Heights. MO 63043
Gable Detail
For Let -In Verticals Gable Truss Plate Sizes
ppropriate Alpine gable deta0 far
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use o
to that covers the total area of
lopped plates to span the web.
J.
2X4
2X4 2X8
rrovme connecsxuls ear upurs specmxla an sne ernglnewrea suss assign
Attach each 'T' reinforcing member with
End Driven Nalsi
10d Common (M141rx 3.',min) Nals at 4' oc. plus
4) nalls In the top and bottom chords.
Toenaled Mals-
10d Common (06140NWNn) Toenails at 4' ac. plus
4) toenails In the top and bottom chords.
This dotal to be used with the appropriate Alpine gable deial for ASCE
wind load
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A1401S051014,
A130311051014, A12030051014, A11030051014, A1003W51014, A14030051014
ASCE 7-10 Gable Detail Drawings
A1151SENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A16015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A1203DENC101014, A140XIENCIM014, A1603DENC101014,
A1803DENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOIO14
511515ENC100815, S12015ENC10O815, 514015ENC10051 BBBBHNpl
518015ENC100815, 52MINNC100815, S2001 1 ZS4
S11530ENC100815, S12030ENCIOI 5, Sl4 10 B1i.
S1803DENCIW815, S20030ENC100815, S • i
See appropriate Alpine gable dotal for
wwwARlm6lss mm no raLm ALL salts an Ted WAvasi =
eeOgONOws rTA®1 Tlis WN496 TO All COmRWME OCEMM THE =
Tr swse r.plw ask #-- on h /datetlne, fardYo, gyp, Ms4Np via we b vt
rpd U," itNe IsMt Naas a WSJ Wye Canscs twiny LAark br nl yr 8iN r sere*
56 estyouh...1ws. dwsi la pa"Yhav
r P""s se :'y °'dO 'ea.
steadied
dtsa hs w .trtrtreeeprdddv pppperly e=1h" Q aectiorls oc ft If1r0. urppenp ~A tersol rtr bli iperWWem~s; era own sbww vd on tls JaM eetals, arieas n;bW aawrelee.
Refer to +e. tUA-Z ForOw epstward plate fpoodls4na vrya.YIvry felure Mb Ad e1v N Iarwnca dfh tNRVTPI wrw,srie, a1lips"
nealletlon a br * wr trusem
e A sod oonethis s+'sA
or solely
ur %C Off" r6 *%ving, r Iy vow aI d ale laM war- eg wtr/cMwrt r W ewspae amY W the Wi De4sr pwr N RA 1 SIC S
AT O ; s
r
ONAL1"0ape A #34
2018 T' Reinforcement
Attachment Detail T' Reinforcing
IT, ReYlfordrp wmbwr wrlber
Toe-nal -
Or - End -nail To convert
from 'L' to 'T' reinforcing members, multiply 'T'
Increase by length (based an appropriate Alpine
gable dotal). Maxhwn allowable '
T' reinforced gable vertical length Is
14' from top to bottom chord T' reinforcing
member material must watch size, specie, and
grade of the 'L' reinforcing member. Web Length
Increase w/ 'T' Brace Example ASCE
7-
10 Wind Speed = 120 mph Mean Roof
Height = 30 fi, Kzt - 1.00 Gable Vertical .
24'ac. SP 03 T' Reinforcing
Member Size = 2x4 T' Brace
Increase (From Above) = 30X = 1.30 1) 2x4 '
L' Brace Length - W 7' Maximum 'T'
Reinforced Gable Vertical Length 1.30xW7'=
11'2' be T'
ncrease
T*
Rolnf.
30 X
20 X
TOT. LD.
60 PSF IDUR. FAC.
ANY I MAX. SPACING
24.0' REF LET -
IN VERT DATE 10/
01/14 DRWG GBLLETIN1014
I I I I I IrI 1
1
1
1
1
1
1
1
I 1
1 1
1
iiiiiiiiiiiiii 11
AI
ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY
Refer to truss engineering to verify oil girder ply quantities and required noiling/ bolting pattern.
RECORD COPY
Tr II v
SHINGLEp
139 m.
EXPOS
bT4-3/
16LUCU
TYPICAL TRUSS END
ALL BEAMS BY OTHERS
UNLESS NOTED ON LAYOUT.
ALL ROOF TRUSS HANGERS ARE
SIMPSON HUS26 OR HGUS26-2 AND
ALL FLOOR HANGERS ARE THA422
UNLESS NOTED OTHERWISE.
BEARING HEIGHTS HANGER TAKEOFF
10'-0" HEIGHT 14) HHUS46
14) THA422
20'-4' HEIGHT 8) HUS26
NOTE
I1• THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ITECT TO PROVIDE AN APPROPRIATE CONNECTION Fdt TRUSSES
T PPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
EN NEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-1"5 'OESIGN RESPONSIBILITIES". ACCORDINGLY. IT OISLLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
OESGGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY
WARNING
CONVENTIONAL FRAMING. ERECTION AND/OR PERMANENT BRACING IS
NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE
MANUFACTURER. OR TRUSS MANUFACTURER. PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO
PREVENT TOPPLING AND DOMINOING DURING ERECTION. AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPUCATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANOUNG.
INSTALLING RESTRAINING k BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES RECOMMENDATIONS"
SCSI 2005) FOR FURTHER INFORMATION.
TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH
REASONABLE CURE DURING ERECTION TO PREVENT DAMAGE OR
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS. ACCEPTANCE OF
3HIS LAYOUT ASSUMES TOTAL RESPONSIBILITY.
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSES TRUSSES
ACLU —SPAN TRUSS CO.
4OT-321-1440136G-DT2-506D 1352-55T-4001 LONGWOOD/ORMOND BEACH/
MASCOT'M CUSTOMER DAVID WEEKLY
109
NAME 7510
C ELEV
GR LOT/MLK SUBOIV
Lot 5— Rea
an Pointe SCALE DATE IMAWN
BY JOB NUMBER 05/o9/1a
TH /OG 120523
uS1gn Envelope 10: EE7649EF-63SC-419D-BFED-BSD549381377 t/ 8 0266-0
FOUNDATION SURVEY
LEGAL DESCRIPTION:
LOT 5, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGES 45 THROUGH 52. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR W W W.FEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIED TO:
DAVID WEEKLEY HOMES
Site Benchmark Information-
0 N7
Found Ned d ax"762Y In Pe"mard
Ele nftn• 46 4F
0 N2
Found Nwl 6 Ow 1111 210r in Parnmem
Elevation 4559
Benchmark Information-
Seminole County -Datum Elevation: 66.693'
SenYnole County Be id rnerR N5123401
Elavadoro are based upon NAVD 66 Dow.)
I
I
1
Lot 6
1
N 89'49'04' E BD 00'(PdM)
0.61' Eatij• wp`.awlrwl Be
Easement
1
s
ae ...... .
If
I Form boed Location . "
lOdWl19)....... . -
ly v Rladelce N 2952
I'• T i s
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F
a•
Lots
gi
I •s
0 42' East
i
to
Easement
S 69r4704' W 80.OV(P8M)
Lot 4
aMCw wrwTra
acaCw L niT
IYrrNWaoaw,er
Revision• Foundation Survey - 0W W19 - BMJ
Revision. New House - 04112/19 - BMJ
64=19
t a3darD
rii!
Nk
a ananr•
52 GIPPER CIRCLE NFORD, FLORIDA 32773
Ll L2
S OO-10-56- E 40.00'(PdM) N 00`70.55- W 04 79'(P)
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Gr uhie Scale
0' to, 27 40'
Scale: 1'=20'
Ireland & Associates Surm ing, Inc.
W Currelxy 0rde I Suite 1020
Ute Mary, RaMa 31746
www.helorOsur"Ong.com
ORce407.678.3366 Fax-1107.320.8165.
FIELD REPORT
PROJECT NAME:
T
0e _CLIENT
PROJECT NO.: DATE:
CONTRACTOR: ,111 G ilecl l Nk-ifL WEATHER:
s e y-
RTEG'S REPRESENTATIVE:
et:*—; J
t.y THE RAAll - TA\\C L ENGINEERING C iR UP, INC.
711t1 1\I rnlrianrnri Road 9 Suite B10 0 Orlando. Florida 32807
Revision
Response to Comments
Permit # if ! gss;o
City of Sanford
1 _
ram Building & Fire Prevention Division
v Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date 411
Project Address: 0
Contact: "w4v, a'
Ph: qoTVPY-,a3c) Fax:
Email: q. L f 2'l m c6h
Trades encompassed in revision:
LYBuilding E /
Plumbing LY
Electrical Mechanical
Life
Safety Waste
Water Department
Utilities
Waste
Water Planning
0
Engineering Fire
Prevention General
description of revision: M
l 4 n A eIMLS >/ 'v,.. 10+
J Sa&A—fit,/ Gem Pfym;
4J MJ 1 sS
q4-. ROUTING INFORMATION
Approvals 0
Building '
51E C'S -'t I
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot5ReaganPointe7413BN
Street: 2952 Gipper Circle
Builder Name: David Weekley Home/
Permit Office:o4 sq^rF
u
s-Q'
City, State, Zip- Sanford/ FL , 32773 Permit Number: -
0Owner: We Q/ Jurisdiction: 691000
Design Location: FL, Sanford_ l! County: Seminole (Florida Climate Zone 2) 9R/PAtN
1 New construction or existing New (From Plans) 9. Wall Types(2488.7 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1350 00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 896.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 242.67 ft'
4. Number of Bedrooms 3 d N/A R= ft2
5. Is this a worst case? No 10 Ceiling Types (1320.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1284 00 ft
6. Conditioned floor area above grade (W) 1952 b. Knee Wall (Vented) R=19 0 36.00 ft'
Conditioned floor area below grade (W) 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(286.3 sqft.) Description Area a Sup: Attic, Ret: Main, AH: Main 6 390.4
a. U-Factor: Dbl, U=0.34 286 33 ft'
SHGC: SHGC=0.30
b U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 40.0 SEER:14.00
c. U-Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 3.379 ft.
Area Weighted Average SHGC: 0.300 14. Hot water systems
a. Electric Cap: 40 gallons
8. Floor Types (1278.0 sqft.) Insulation Area EF: 0.940
a. Slab -On -Grade Edge Insulation R=0.0 732.00 ft' b. Conservation features
b. Floor over Garage R=19.0 395 00 ft' None
c other (see details) R= 151.00 ft' 15 Credits Pstat
Glass/Floor Area: 0.147
Total Proposed Modified Loads: 63.32 PASSTotalBaselineLoads: 65.92
1 hereby certify that the plans and specifications covered by Review of the plans and 114E S7'4
this calculation are in compliance with the Florida Energy specifications covered by this
O
rr, ; - Code. calculation indicates compliance
with the Florida Energy Code. ur,,,`' . =„ 0
PREPARED BY: danJJ0nW_ Before construction is completed
DATE: 4124L1 9 this building will be inspected for
compliance with Section 553.908
I hereby certify that tF1is ilding, s de gned, is in compliance Florida Statutes.
COOwiththeFloridaEnerode. WE
J
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
REVISION,
4/24/2019 11:02 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title- Lot5ReaganPoinle7413BN Bedrooms: 3 Address Type: Lot Information
Building Type: User Conditioned Area: 1952 Lot # 5
Owner Name: Total Stories: 2 Block/Subdivision: ReaganPointe
of Units. 1 Worst Case: No PlatBook:
Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2952 Gipper Circle
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691000 Whole House Fan- No City, Slate, Zip: Sanford ,
Family Type. Single-family FL , 32773
New/Existing: New (From Plans)
Comment
CLIMATE
Design Temp Int Design Temp Healing Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1952 17763.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1952 17763.2 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel
1 Raised Floor Main 151 ft' 19 0.1 0 09
2 Floor over Garage Main 395 ft2 19 0.25 0 0.75
3 Slab -On -Grade Edge Insulatio Main 96 ft 0 732 ft2 0.35 0 0.65
ROOF
Roof Gable Roof Rad Solar SA Emitt Emitt Deck PitchV # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg)
1 Gable or Shed Composition shingles 1436 f12 322 ft2 Medium N 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1284 ft2 N N
4/24/2019 11:02 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) Main 19 Batt 9 ft2 0.11 Wood
2 Knee Wall (Vented) Main 19 Batt 9 W 0.11 Wood
3 Knee Wall (Vented) Main 19 Batt 9 ft2 0.11 Wood
4 Knee Wall (Vented) Main 19 Batt 9 ft2 0.11 Wood
5 Under Attic (Vented) Main 38 Blown 1284 ft2 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowyitOMtToWallTypeSpaceP-V_ahue Ft In Ft In Area R-Value-Fraction AhSnr Grade
1 N Exterior Frame - Wood Main 13 45 0 9 0 405.0 ft2 0 0.23 0.5 0
2 N Exterior Concrete Block - Int Insul Main 4.1 24 6 9 4 228 7 ft2 0 0 0.6 0
3 E Exterior Frame - Wood Main 13 30 0 9 0 270 0 ft2 0 0.23 0.6 0
4 E Exterior Concrete Block - Int Insul Main 4.1 10 6 9 4 98.0 ft2 0 0 0.6 0
5 S Exterior Frame - Wood Main 13 45 0 9 0 405.0 W 0 023 0.6 0
6 S Exterior Concrete Block - Int Insul Main 4.1 31 0 9 4 289.3 ft2 0 0 0.6 0
7 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 023 0.6 0
8 W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 26 0 9 4 242.7 1`112 0 0.23 0.01 0
DOORS
Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 8 21.3 ft2
WINDOWS
Orientation shown is the entered. Proposed orientabon.
Wall Overhang
V Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
2 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 1 ft 5 in None None
3 N 2 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 11 ft 3 in None None
4 E 3 Vinyl Low-E Double Yes 034 03 N 8.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5
5 E 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5
6 S 5 Vinyl Low-E Double Yes 0.34 03 N 20.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
7 S 6 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 Ill 15 ft 4 in 1 ft 8 in None None
8 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 32.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
9 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
10 W 8 Vinyl Low-E Double Yes 0.34 0.3 N 48.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5
11 W 8 Vinyl Low-E Double Yes 0.34 0.3 N 60.0 ft2 6 ft 4 in 0 ft 2 in None None
4/24/2019 11:02 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
Floor Area Ceiling Area Exposed Wall Penmeter Avg. Wall Height Exposed Wall Insulation
1 415W 415ft2 54.5ft 9.1 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000405 2072.4 113.77 213.96 .2116 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 41 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 40 kBtu/hr 1200 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 40 gal 60 9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cart # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
V # Supply --
Location R-Value Area
Return -- Air CFM 25 CFM25 HVAC #
Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 390.4 ft Main 97.6 ft' Default Leakage Main (Default) (Default) 1 1
4/24/2019 11:02 AM EnergyGauge® USA 6.0.02 (Rev 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling[[ ]]Jan
Heatin[X] Jan
Feb
X] Feb
Mar
Mar
A r
Apr
Ma [[X]] Jun
May (] Jun
X] Jul
Jul
Xj Au
Au[
X] Sep
Sep
Oct
Oct
Nov
Nov
Dec
Dec
Ventin [ j Jan Feb X Mar X) Apr JJ Me [ 1 Jun Jul Aug 1 Sep X] Oct Nov Dec
Thermostat Schedule. HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 50 0 0 0 1 - Electric Heat Pump 1 - Central Unit
MASS
Mass Type Area Thickness Furniture Fraction Space
Default 8 lbs/sq R. 0 R° 0 ft 0.3 Main
4/24/2019 11:02 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0
c) AHU location Main
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 3 13. Cooling system. Capacity 40.0
a) Split system SEER 14.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 1952 d) Room uniUPTAC EER
e) Other
7. Windows, type and area
a) U-factor:(weighted average) 7a. 0,340
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.300 14. Heating system: Capacity 41.0
c) Area 7c. 286.3 a) Split system heat pump HSPF 8.2
b) Single package heat pump HSPF
8. Skylights c) Electric resistance COP
a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE
0 Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value) 9a. 0.0
b) Wood, raised (R-value) 9b. 19.0 15. Water heating system
c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94
b) Gas fired, natural gas EF
10. Wall type and insulation: c) Gas fired, LPG EF
A. Exterior- d) Solar system with tank EF
1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF
2. Masonry (Insulation R-value) 10A2. 4.1 0 Heat recovery unit HeatRec%
B. Adjacent: g) Other
1. Wood frame (Insulation R-value) 10131. 13.0
2. Masonry (Insulation R-value) 10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 1 la. 38.0 b) Cross ventilation No
b) Single assembly 11b. c) Whole house fan No
c) Knee walls/skylight walls 11c. 19.0 d) Multizone cooling credit
d) Radiant barrier installed 11d. No e) Multizone heating credit
0 Programmable thermostat Yes
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features w i h will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card wd /be ompleted basec ron installed code compliant features.
Builder Signat Date: 5/W I9
Address of New Home: 2952 Ginner Circle City/FL Zip: Sanford, FL 32773
4/24/2019 11:03:26 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
jDEL--AIR Manual S Compliance Report NLATD1G•"'"
aONDA101O1C Entire House DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2655 Fax 407-333-3353 Web: WWW DEL-AIR.COM For:
David Weekley Homes, Lot5ReaganPointe741313N 2952
Gipper Circle, Sanford, FL 32773 Design
Conditions Job:
LotSReaganPointe7413BN Date:
3M2017 By:
FJF Outdoor
design DB: 93.0°F Sensible gain: 28590 Btuh Entering coil DB: 76.7°F Outdoor
design WB: 75.2°F Latent gain: 4914 Btuh Entering coil WB: 63.5°F Indoor
design DB: 75.0°F Total gain: 33504 Btuh Indoor
RH: 50% Estimated airflow: 1333 cfm Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASHP Manufacturer:
Carrier Model: CH14NB04200G0A0+FB4CNP042L Actual
airflow: 1333 cfm Sensible
capacity: 31658 Btuh 111% of load Latent
capacity: 6777 Btuh 138% of load Total
capacity: 38435 Btuh 115% of load SHR: 82% Design
Conditions Outdoor
design DB: 40.9°F Heat loss: 25999 Btuh Entering coil DB: 68.4°F Indoor
design DB: 70.0°F Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASHP Manufacturer:
Carrier Model: CH14NB04200G0A0+FB4CNP042L Actual
airflow: 1333 cfm Output
capacity: 37879 Btuh 146% of load Capacity balance: 30 °F Supplemental
heat required: 0 Btuh Economic balance: -99 °F Meets
all requirements of ACCA Manual S. ti *
wrightsoft:- 2019•Apr-2411,14.25 A.
Right-
SuiteD Universal 2018 18.0 31 RSU24020 Page 1 15ReaganPomte7413BN\
Lot5ReaganPointe7413SN.rup Calc = MJ8 House laces: E
1' DEL -AIR Component Constructions Job: Lot5ReaganPointe7413BN
P Date: 3/7/2017
IIrNIN11.• nul collum01016 Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone, 407-831.2665 Fax 407.33"853 Web: WWW.DEL•AIR.COM
For: David Weekley Homes, Lot5ReaganPointe7413BN
2952 Gipper Circle, Sanford, FL 32773
Location:
Orlando Sanford, FL, US
Elevation: 56 ft
Latitude: 290N
Outdoor: Heating Cooling
Dry bulb (OF) 41 93
Daily range (OF) - 17 ( M)
Wet bulb (OF) - 75
Wind speed (mph) 15.0 7.5
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Moisture difference (gNlb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
29
30
2.5
Simplified
Average
0
Cooling
75
18
50
38.7
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
re ElWhIM-'F M-T18tuh BtuhoW Stuh Bluhlll' Btuh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 367 0.091 13.0 2.65 972 2.37 870
fnsh, 2"x4" wood frm, 16" o.c. stud a 231 0.091 13.0 2.65 611 2.37 547
s 385 0.091 13.0 2.65 1020 2.37 913
w 218 0.091 13.0 2.65 577 2.37 517
all 1201 0.091 13.0 2.65 3180 2.37 2847
13A-4ocs n 221 0.201 4.1 5.85 1290 4.41 973
e 74 0.201 4.1 5.85 433 4.41 326
s 268 0.201 4.1 5.85 1567 4.41 1182
w 172 0.201 4.1 5.85 1005 4.41 758
all 734 0.201 4.1 5.85 4295 4.41 3240
16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 10 0,049 19.0 1.43 14 2.67 27
gypsum board int fnsh a 11 0.049 19.0 1.43 16 2.67 29
s 10 0.049 19.0 1.43 14 2.67 27
w 11 0.049 19.0 1,43 16 2.67 29
all 42 0.049 19.0 1.43 60 2.67 112
Partitions
12C-Osw: Frm wall, stucco ext, r-13 cav ins. 2"x4" wood frm, 16" o.c. 221 0.091 13.0 2.65 586 1.47 325
stud
Windows
2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat. Or low-e innr, 1/4" gap, n 30 0.340 0 9.89 297 10.6 318
1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it
overhang (5 it window ht, 1.42 it sep.); 6.67 it head ht
2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat. Or low-e innr, 1/4" gap, n 8 0.340 0 9.89 79 12.4 99
1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 it window ht,
1.42 it sep.); 6.67 it head ht
2B-2tv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap, n 8 0.340 0 9.89 79 12.4 99
118" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 it window ht,
11.25 it sep.): 6.67 ft head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, Or low-e innr, 1/4" gap. e 8 0,340 0 9.89 79 29.7 238
1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium: 1 ft
overhang (4 it window ht, 1.42 ft sep.); 6.67 it head ht
wrightroTY Right•Sutla Universal 18.0.31 RSU24020
2019-Apr•24 11.14:25
ih -
Page 1
ISReaganPointe7413BN\Lo15ReaganPointe7413BN.rup Calc = MJ8 House laces: E
2A-2ov• 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr. 1/4" gap, a 31 0.340 0 9.89 309 29.7 928
1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium. 1 ft
overhang (5.2 R window hl, 1.42 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, s 20 0.340 0 9.89 198 10.6 212
1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 It w 32 0.340 0 9.89 317 29.7 952
overhang (4 ft window ht, 1.42 ft sep.); 6.67 ft head ht w 20 0.340 0 9.89 198 29.7 595
all 72 0.340 0 9.89 712 24.4 1758
10C-v: 2 glazing, cir ouir, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 21 0.340 0 9.89 211 8.67 185
1/8" thk. NFRC rated (SHGC=0.30); 15.33 ft overhang (8 R window ht.
1 67 ft sep.); 6.67 R head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, w 48 0.340 0 9.89 475 29.7 1427
1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft
overhang (6 It window ht, 11.25 ft sep.); 6.67 ft head ht
2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, w 60 0.340 0 9.89 594 15.8 949
1/8" thk; NFRC rated (SHGC=0.30): 6.33 ft overhang (6 ft window ht,
0.17 R sep.): 6.67 ft head ht
Doors
11 DO. Door, wd sc type a 24 0.390 0 11.3 272 12.1 291
n 21 0.390 0 11.3 242. 12.1 258
all 45 0.390 0 11.3 514 12.1 549
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1284 0.026 38.0 0.76 971 1.42 1821
gypsum board int fnsh
Floors
20P-19t: Fir floor, frm Or, 12" thkns, r-19 cav ins, amb ovr 151 0.050 19.0 1.45 220 0.73 110
20P-19t: Fir floor, frm Or, 12" thkns, r-19 cav ins, gar ovr 400 0.050 19.0 1.45 582 0.73 291
22A-lpl: Bg floor, light dry soil, on grade depth 96 0.989 0 28.8 2763 0 0
wrighttsoft- 2019-Apr-24 11:14:25
Right -Suite® Universal 2018 18 0.31 RSU24020 Page 2
14CAZ A...l5ReagenPointe7413BN%Lot5ReaganPornte7413BN.rup Cale = MJ8 House laces: E
Project Summary
Job: Lot5Rea9anPo1nte7413BN
DEL -AIR Date: 3/712017
1WMr.-AMCONOMICING Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2885 Fax 407-333-3853 Wei) WWW.DEL-AIR COM
Project• •
For: David Weekle y Homes, Lot5ReaganPointe7413BN
2952 Gipper Circle, Sanford, FL 32773
Notes: LS 4/24119 JH
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 29 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/lb
Heating Summary
Structure 20904 Btuh
Ducts 3530 Btuh
Central vent (49 cfm) 1565 Btuh
Outside air
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 25999 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heating Cooling
Area (ftz) 1952 195Z
Volume (ft') 18397 18397
Air changes/hour 0.50 0.26
Equiv. AVF (cfm) 153 80
Heating Equipment Summary
Make Carrier
Trade CARRIER
Model CH14NB04200GOA0
AH R I ref 9162578
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 30 OF
8.2 HSPF
41000 Btuh @ 47°F
0
1333 cfm
0.055 cfm/Btuh
0.30 in H2O
Sensible Cooling Equipment Load Sizing
Structure 22837 Btuh
Ducts 4785 Btuh
Central vent (49 cfm) 968 Btuh
Outside air
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 28590 Btuh
Latent Cooling Equipment Load Sizing
Structure 2894 Btuh
Ducts 733 Btuh
Central vent (49 cfm) 1287 Btuh
Outside air
Equipment latent load 4914 Btuh
Equipment Total Load (Sen+Lat) 33504 Btuh
Req. total capacity at 0.75 SHR 3.2 ton
Cooling Equipment Summary
Make Carrier
Trade CARRIER
Cond CH14NBO4200GOA0
Coil FB4CNP042L
AHRI ref 9162578
Efficiency 11.5 EER, 14 SEER
Sensible cooling 30000 Btuh
Latent cooling 10000 Btuh
Total cooling 40000 Btuh
Actual air flow 1333 cfm
Air flow factor 0.048 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Fid- wr19htsof't- 201g-Apr-2411:14.25
Right -Suite® Universal 2018 18.0.31 RSU24020 Pee 1
ACCA g
ISReaganPoin1e74138N1Lo15ReaganPom1e7413BN.rup Cak = MJ8 House laces: E
rr DEL -AIR
mereo • up WO rmewo
Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone 407-831.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot5ReaganPointe7413BN
Date: 3/7/2017
By: FJF
1 Room name Entire House pwdr
2 Exposed wall 246.0 it 13.0 It
3 Room height 9.1 ft 9.3 ft heal/Cool
4 Room dimensions 4.5 x 8.5 ft
5 Room area b2017.3 Ill 38.3 Ill
Ty Construction U-value Or HTM Area (it) Load Area (ft) Load
number Btuh/fl'--'F) Btuh/ftj or perimeter (it) Stuh) or perimeter (Ft) Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 r12C-Osw
C 2A-2ov
0.091
0 340
n
n
265
9.89
2.37
10.59
405
30
367
0
972
297
870
318
0
0
0
0
0
0
0
0
Ci 2B-2tv 0.340 n 9.89 1239 a 0 79 99 0 0 0 0
WJ 13A-4ocs 0.201 n 5.85 4.41 229 221 1290 973 0 0 0 0
11 L-C 2B-2tv 0.340 n 9.89 1239 8 0 79 99 0 0 0 0
W 16B-19W 0.049 n 1.43 Z67 10 10 14 27 0 0 0 0
12C-Osw 0.091 a 2.65 Z37 270 231 611 547 0 0 0 0IW
I --v
Ili
2A-2ov 0.340 a 9.89 29.74 8 0 79 238 0 0 0 0
2A-2ov 0 340 a 9.89 29,74 31 0 309 928 0 0 0 0
V
p
13A-4ocs 0.201 a 5.85 4,41 98 74 433 326 42 42 246 185
1100 0.390 a 11.35 12.11 24 24 272 291 0 0 0 0
W 168-19ad 0.049 a 1.43 Z67 11 11 16 29 0 0 0 0
Va/ 12C-Osw 0.091 s 265 Z37 405 385 1020 913 0 0 0 0
2A-2ov
13A-flocs
0.340
0201
s
s
9.89
5.85
10.59
4.41
20
289
40
268
198
1567
212
1182
0
79
0
79
0
464
0
350
G
Val
Y-C oC-V 0.340 s 9.89 8 67 21 43 211 185 0 0 0 0
W 16B-19ad 0.049 s 1.43 Z67 10 10 14 27 0 0 0 0
W 12C-Osw 0,091 w 2.65 Z37 270 218 577 517 0 0 0 0
2A-2ov 0.340 w 9.89 2974 32 0 317 952 0 0 0 0
1(_3G
Vj
7A-2ov
13A-4ocs
0.340
0.201
w
w
9.89
5.85
29.74
4.41
20
280
0
172
193
1005
595
758
0
0
0
0
0
0
0
0
2A-2ov
2B-2tv
0.340
0.340
w
w
9.89
9.89
29.74
15.82
48
60
0
102
475
594
1427
949
0
0
0
0
0
0
0
0Lam((
W
P
16B-19ad
12C-Osw
0.049
0.091
w 1.43
265
2.67
1,47
11
243
11
221
16
586
29
325
0
0
0
0
0
0
0
0
L-D 11DO 0.390 n 11.35 12.11 21 21 242 258 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 1284 1284 971 1821 0 0 0 0
F 20P-19t 0.050 145 0.73 151 151 220 110 0 0 0 0
F 20P-19t 0.050 1.45 0.73 400 400 582 291 0 0 0 0
F 22A4pl 0.989 25.73 0.00 733 96 2763 0 38 13 374 0
6 c) AED excursion 2045 31
Envelope loss/gain 16006 17341 1084 504
12 a) Infiltration 4898 1575 260 84
b) Room ventilation 0 0 0 0
13 1ntemal gains: Occupants @ 230 4 920 0 0
Appliances/other 3000 0
Subtotal (lines 6 to 13) 20904 22837 1343 587
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 20904 22837 1343 587
15 Duct loads 17% 21% 3530 4785 11% 11% 148 65
Total mom load 24434 27621 1 1491 652
Air required (cfm) 1333 1333 a1 31
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4&- 2019-Apr-2411.14:25
Mk '--' " - ' Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 1
ISReaganPomte7413BN1Lol5ReaganPointe7413BN.rup Calc = MJ8 House faces: E
QmarEL-AIRs4anwammma
Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.CO1V1
Job: LotSReaganPo1nte7413BN
Date: 3/7/2017
By: FJF
1 Room name family kitchen
2 Exposed wall 37.5 it 18.0 ft
3 Room height 9.3 ft he3Vcool 9.3 ft heal/cool
4
5
Room dimensions
Room area
10 x 353 3 it
353.3 ft'
1.0 x 238.5 ft
238.5 ft'
Ty Construction U-value Or HTM Area (III Load Area (III Load
number BtuWft'--'F) Btuh/ftl or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6% 12C-Osw
2A-2w
2B-2fv
0.091
0.340
0.340
n
n
n
Z 65
9.89
9.89
Z 37
10.59
12.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I__
G
11
yJ
L-G
13A-4ocs
2B-2tv
0.201
0.340
n
n
5.85
9.89
4.41
12.39
0
0
0
0
0
0
0
0
168
0
168
0
982
0
741
0
W
W
Lt2A-2av
168-19W
12C-Osw
0.049
0 091
0.340
n
a
a
1.43
Z65
9.89
2.67
Z37
29.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
13A4ocs
0.340
0.201
a
a
9.89
5.85
29.74
4.41
0
56
0
32
0
187
0
141
0
0
0
0
0
0
0
0
11 DO
16B-19ad
12C-0sw
0.390
0.049
0.091
a
a
s
11.35
1.43
Z65
12.11
Z67
2.37
24
0
0
24
0
0
272
0
0
291
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LO
W
W
t-G 2A-2ov
13A-4ocs
0.340
0.201
s
s
9.89
5.85
10.59
4.41
0
163
0
163
0
955
0
720
0
0
0
0
0
0
0
0
jt-C 10C-v
16B-19ad
12C-Osw
0.340
0.049
0.091
s
s
w
9.89
1.43
2.65
8.67
2.67
2.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-2ov
2A-2ov
13A-4ocs
0.340
0.340
0.201
w
w
w
9.89
9.89
5.85
2974
29.74
4.41
0
0
131
0
0
71
0
0
413
0
0
312
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
25-2fv
0.340
0.340
w
w
9.89
9.89
29.74
15.82
0
60
0
51
0
594
0
949
0
0
0
0
0
0
0
0
w
P
16B-19ad
12C-Osw
0.049
0.091
w 1.43
Z 65
Z67
1.47
0
182
0
152
0
482
0
267
0
61
0
39
0
104
0
58
LD 11D0 0.390 n 11.35 12.11 0 0 0 0 21 21 242 258
C 168-38ad 0.026 0.76 142 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 28.78 0.00 353 38 1079 0 239 18 518 0
6 c) AED excursion 1058 121
Envelope loss/gain 3982 3738 1847 936
12 a) Infiltration 749 241 360 116
b) Room ventilation 0 0 0 0
13 1ntemal gains: Occupants Q 230 2 460 0 0
Applianceslother 600 1 1200
Subtotal (lines 6 to 13) 4731 5039 2206 2252
Less external bad 0 0 0 0
Less transfer 0 0 0 0
RedistnbAion 0 0 0 0
14 Subtotal 4731 5039 2206 2252
15 Duct loads 11% 11% 520 554 119re 11% 243 248
Total room load 5252 5593 1 2449 2500
Au required (cfm) 287 270 1 134 121
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgF ta.ort 2019-Apr-2411:14:25
Right-SuileV Universal 2018 18.0.31 RSU24020 Page 2
lSReaganPointe74138N%LolSReaganPoinle7413BN.rup Calc = MJ8 House laces: E
QMATEL--AIR Right-JO Worksheet
Up cona mown Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-031.2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM
Job: Lot5ReaganPointe7413BN
Date: 3/712017
By: FJF
1 Room name dining retreat
2 Exposed wall 27.5 ft 40.5 ft
3 Room height 9.3 tt heat/cool 9.0 If heal/cad
4
5
Room dimensions
Room area
1.0 x 103.3 ft
103.3 ft'
1.0 x 401.3 tt
401.3 ft'
Ty Construction
number
U-value
Btuh/ft'--'F)
Or HTM
Btuhlft)
Area (ftl
or perimeter (h)
Load
Btuh)
Area (ft!)Load
or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 1 12C-Osw 0.091 n Z65 Z37 0 0 0 0 252 222 588 526
t~-CCi
2A-2ov
2B-2tv
0.340
0.340
n
n
9.89
9.89
10.59
12.39
0
0
0
0
0
0
0
0
30
0
0
0
297
0
318
0
11
1qJ
I_f3
13A-4oc3
2B-2fv
0.201
0.340
n
n
5.85
9.89
4.41
12.39
61
8
53
0
305
79
232
99
0
0
0
0
0
0
0
0
W
N
i---G
168-19ad
12C-Osw
2A-2ov
0.049
0.091
0.340
n
a
a
1.43
2.65
9.89
Z67
2.37
29.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I=i 2A-2ov 0 340
0.201
a
a
9.89
5.85
29.74
4.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Y13A-4oc3
D 11DO
1613-19ad
0.390
0.049
a
a
11.35
1.43
12.11
2.67
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
YLG 12C-Osw 0.091 s Z65 Z37 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.89 1059 0 0 0 0 0 0 0 0
Vj 13A-40cs 0.201 s 5.85 4.41 47 25 148 112 0 0 0 0
t---G 10C-v 0.340 s 9.89 867 21 21 211 185 0 0 0 0
W 168-19ad 0.049 9 1.43 Z67 0 0 0 0 0 0 0 0
12C-Osw 0.091 w Z65 2.37 0 0 0 0 113 81 213 191
2A-2ov
2A-2ov
13AAocs
0.340
0.340
0.201
w
w
w
9.89
9.89
5.85
29.74
29.74
4 41
0
0
149
0
0
101
0
0
592
0
0
447
32
0
0
0
0
0
317
0
0
952
0
0
2A-2ov
2B-2fv
0.340
0.340
w
w
9.89
9.89
29.74
15.82
48
0
0
0
475
0
1427
0
0
0
0
0
0
0
0
0
W
P
168-19ad
12C-Osw
0.049
0.091
w 1.43
Z65
2.67
1.47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 0 0 0 0 401 401 304 569
F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-191 0.050 1.45 0.73 0 0 0 0 23 23 33 17
F 22A4pl 0.989 20.78 0.00 103 28 791 0 0 0 0 0
6 c) AED excursion 572 295
Envelope bss/gatn 2605 3074 1751 2867
12 a) Infiltration 549 177 780 251
b) Room ventilation 0 0 0 0
13 Interred gains. Occupants ® 230 1 230 0 0
ApplianceWother 0 0
Subtotal (lines 6 to 13) 3154 3481 2531 3118
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistnbution 0 0 0 0
14 Subtotal 3154 3481 2531 3115
15 Duct loads 11% 11% 347 383 2a"'4 31% 608 960
Total room bad 3501 3864 1 3139 4078
Air required (cfm) 191 186 1 171 197
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
w i-op tucart 2019-Apr-2411:14:25
Right-SudeO Universal 2018 18.0.31 RSU24020 Page 3
ISReaganPornle74138N%Lot5ReaganPoinle7413BN.rup Calc = MJ8 House faces. E
1 DEL -AIR
marma • rm mumrmam
Right-.10 Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone 407-831-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM
Job: Lot5ReaganPointe7413BN
Date: 3/7/2017
By: FJF
1 Room name bth 2 rm 2
2
3
Exposed wall
Room height
5.5 It
9.0 ft heal/cod
25.5 ft
9.0 ft heal/cool
4
5
Room dimensions
Room area
5.5 x 10 0 fl
55.0 ft'
12.0 x 135 0
162.0 ft'
Ty Construction U-value
Bluh/ft'--'F)
Or HTM
BtulYft.)
Area (It)
or perimeter (ft)
Load
Btuh)
Area (ft)
or perimeter (ft)
Load
Stuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 1 C
12C-0sw
2A-2ov
2B-2fv
0.091
0.340
0.340
n
n
n
Z65
9.89
9.89
Z37
1059
12.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l-C
w
11
13A-4ocs
2B-2fv
16B-19ad
12C-Osw
2A-20v
2A-2ov
13A-40cs
11 DO
16B-19ad
12C-Osw
0201
0.340
0.049
0.091
0.340
0.340
0.201
0.390
0.049
0.091
n
n
n
a
a
a
a
a
a
s
5.85
9.89
1.43
2.65
9.89
9.89
5.65
11.35
1.43
2.65
4.41
12.39
Z67
Z37
2974
29.74
4.41
12.11
Z67
2.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
122
0
0
0
0
0
0
0
0
0
122
0
0
0
0
0
0
0
0
0
322
0
0
0
0
0
0
0
0
0
288
yJ
D
w
V J
t 2A-2ov
13A-4ocs
10C-v
168-19ad
12C-0sw
2A-2ov
2A-20v
13A-4ocs
2A-2ov
25-2fv
16B-19ad
12C-Osw
0.340
0.201
0.340
0 049
0.091
0.340
0.340
0.201
0.340
0.340
0.049
0.091
s
s
s
s
w
w
w
w
w
w
w
9.89
5.85
9.89
1.43
2.65
9.89
9 89
5.85
9.89
989
143
Z65
10.59
4.41
8.67
2.67
2.37
29.74
29.74
4,41
2974
15.82
Z67
1.47
0
0
0
0
50
0
0
0
0
0
0
0
0
0
0
0
50
0
0
0
0
0
0
0
0
0
0
0
131
0
0
0
0
0
0
0
0
0
0
0
117
0
0
0
0
0
0
0
0
0
0
0
103
0
20
0
0
0
0
0
0
0
0
0
88
0
0
0
0
0
0
0
0
0
0
0
233
0
198
0
0
0
0
0
0
0
0
0
209
0
595
0
0
0
0
0
G
Val
t G
w
W,
LI-{
w
P
L_D 11D0
168-38ad
20P-19t
0.390
0.026
0.050
n 11.35
0.76
1,45
12.11
1.42
0.73
0
55
10
0
55
10
0
42
15
0
78
7
0
162
60
0
162
60
0
123
87
0
230
44
C
F
F
F
2OP-191
22A-tpl
0.050
0.989
1.45
23.78
0.73
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 12 250
Envelope lossigain 187 191 963 1615
12 a) Infiltration
b) Room ventilation
106
0
34
0
491
0
158
0
13 Intemal gams' Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 293 225 1454 1773
Less external load 0 0 0 0
Less transfer
Redistribution
0
0
0
0
0
0
0
0
14 Subtotal 293 225 1454 1773
15 Duct loads 1 24% 31% 70 69 24% 31% 349 546
Total room load I 364 294 1603 2319
Air required (cfm) I I 20 14 98 112
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
1 w 1gF taror!' 201g-Apr-2411:14.25
Right-Suite6i Universal 2018 18.0.31 RSU24020 Page 4
ISReaganPoinle74138N%Lot5ReaganPointe74138N.ruP Calc = We House faces: E
a? DEL --AIR Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Wet) WWW.DEL-AIR.COM
Job: LotSReaganPointe74138N
Date: 3/7/2017
By: FJF
1 Room name rm 3 mstr wic
2 Exposed wall 11.0 it 11.0 ft
3 Room height 9.0 ft heaVcool 9.0 It heat/cool
4 Room dimensions 1.0 x 139 5 ft 16.5 x 65 ft
5 Room area 139.5 ft' 107.3 ft'
Ty Construction U-value Or HTM Area ("I Load Area (ftl Load
Btuh/ft'--'F) Btuhrftj or perimeter (ft) Stuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 V J 12C-0sw
2A-2ov
2B-2fv
0.091
0.340
0.340
n
n
n
2.65
9.89
9.89
237
10.59
1239
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I
G
11
V
1--[i
13A-4ocs
2B-2tv
0.201
0.340
n
n
5.85
9.89
4.41
1239
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
i
G
1613-19ad
12C-Osw
2A-2ov
0.049
0.091
0.340
n
a
a
1.43
265
9.89
267
237
29.74
0
0
0
0
0
0
0
0
0
0
0
0
0
41
0
0
41
0
0
107
0
0
96
0
2A-2ov
13AAocs
0.340
0.201
a
a
9.89
5.85
29.74
4.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
j
0 11D0
16B-19ad
12C-0sw
0.390
0.049
0.091
a
a
s
11.35
1.43
265
1211
267
237
0
0
99
0
0
79
0
0
209
0
0
187
0
0
59
0
0
59
0
0
155
0
0
139
W
tj 2A-2ov
13AAoc5
0.340
0.201
s
s
9.69
5.85
10.59
4.41
20
0
20
0
198
0
212
0
0
0
0
0
0
0
0
0
G
10C-v
16B-19ad
12C-0sw
0.340
0.049
0.091
s
s
w
9 89
143
265
8.67
267
237
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
j
2A-2ov
2A-2ov
13A-4ocs
0.340
0.340
0.201
w
w
w
9.89
9.89
5.85
29.74
29.74
4.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
C
2A-2ov
2B-2fv
0.340
0.340
w
w
9.89
9.89
29.74
15.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
P
16B-19ad
12C-0sw
0.049
0.091
w 143
265
267
1.47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-D 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 140 140 106 198 107 107 81 152
F 2012-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.45 0.73 0 0 0 0 39 39 57 28
F 22A-tpl 0.989 28.73 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 34 25
Envelope loss/gain 513 563 400 391
12 a) Infiltration 212 68 212 68
b) Room ventilation 0 0 0 0
13 1ntemal gains Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 725 631 612 459
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 725 631 612 459
15 Duct loads 1 24% 31% 174 194 24% 31°h 147 141
Total room load I 896 826 7591 601)
Air required (cfm) 1 1 49 40 41 29
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
T- w•1pF°botrt• 2019-Apr-2411:14.25
Right-SuneS Universal 2018 18.0.31 RSU24020 Page 5
ISReaganPointe7413BN%Lot5ReaganPointe7413BN.rup Cale = MJ8 House faces. E
QDEL--AIRmama - rm IMMM1010
Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM
Job: Lot5ReaganPointe7413BN
Date: 3/7/2017
By: FJF
1 Room name mstr we mstr bth
2 Exposed wall 3.0 ft 20.5 ft
3 Room height 9.0 ft heat/cod 9.0 it heat/cool
4
5
Room dimensions
Room area
6.0 x 3.0 ft
18.0 ft'
1.0 x 112.0 ft
112.0 ft'
Ty Construction U-value Or HTM Area (R1) Load Area 0111) Load
number BtutYft'-'F) Btuwfta) or perimeter (ft) Btuh) or perimeter (R) Btuh)
Heat Cod Gross N/PIS Heat Cool Gross N/P/S Heat Cool
6 12C-Osw 0.091 n Z65 237 0 0 0 0 0 0 0 0
2A-2ov
2B-2fv
0 340
0.340
n
n
9.89
9.89
10.59
IZ39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
yJ
L-!
13A-4ocs
213-21v
0.201
0.340
n
n
5.85
9.89
4.41
12.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
V/
C
168-19ad
12C-Osw
2A-2ov
0.049
0.091
0.340
n
a
a
1.43
Z65
9.89
2.67
Z37
29.74
0
0
0
0
0
0
0
0
0
0
0
0
0
86
8
0
78
0
0
205
79
0
184
238
ZA-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0
Va/
D
3AAocs 0.201 a 5.85 4.41 0 0 0 0 0 0 0 0
1100
168-19ad
12C-Osw
2A-2ov
13A-4ocs
0.390
0.049
0.091
0.340
0.201
a
a
s
s
s
11.35
1,43
Z65
9.89
5.55
12.11
Z67
Z37
10.59
4.41
0
0
27
0
0
0
0
27
0
0
0
0
71
0
0
0
0
64
0
0
0
0
99
0
0
0
0
99
0
0
0
0
262
0
0
0
0
235
0
0
W
W
L-G
W
L-G 1oC-v 0.340 s 9.89 8.67 0 0 0 0 0 0 0 0
W
W,
1613-19ad
12C-Osw
0.049
0.091
s
w
1.43
2.65
Z67
Z37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
2A-2ov
13AAocs
0.340
0.340
0.201
w
w
w
9.89
989
5.85
29.74
29.74
4.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I;
G
ZA-2ov
213-2tv
0.340
0.340
w
w
9.89
9.89
29.74
15.52
i 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
P
168-19ad
12C-Osw
0.049
0.091
w 1.43
Z65
Z67
1.47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 1613-393d 0.026 0.76 1.42 18 18 14 26 112 112 85 159
F 20P-19t 0.050 1.45 0.73 18 18 26 13 63 63 92 46
F 2OP-191 0.050 1.45 0.73 0 0 0 0 49 49 71 36
F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 6 33
Envelopeloss/gain tt1 96 794 930
12 a) Irdiltration 58 19 395 127
b) Room ventilation 0 0 0 0
13 1nlemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subidal (lines 6 to 13) 169 115 1189 1057
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtolal 169 115 1189 1057
15 Duct loads 1 24% 31% 41 35 24"/0 31% 285 325
Total room bad 210 150 1475 1382
Air required (cfm) 11 7 W 87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4, wrlplvbvrt 2019-Apr-2411:14:25
rrK '- - - -^ - Right-SuiteO Universal 2018 18.0 31 RSU24020 Page 6
15ReaganPointe7at3BN%Lol5ReagenPointe7413BN.rup Calc = MJ8 House faces. E
J- DEL --AIR Right -A) Worksheet Job: LotSReaganPointe74138N
marINa-mrmEntire House Date: 3/7/2017 By:
FJF DEL -
AIR HEATING & AIR CONDITIONING
531
CODISCO WAY, SANFORD. FL 32771 Phone: 407.831.2665 Fa>< 407-333.3853 Web: WWVv DEL-AIR.COM 1
Room name L 11 mstr nn 2
Exposed wall 0 ft 33.0 ft 3
Room height 9.0 ft heat/cool 9.0 ft heal/cool 4
Room dimensions 7.0 x 6.5 It 1.0 x 243.5 ft 5
m Rooarea45.5 ft' 243.5 ft' Ty Construction
U-value Or HTM Area (ftl Load Area ("Il Load number Bluh1ft'---
F) Btuh/"I or perimeter (h) Btuh) or perimeter (ft) Btuh) Heal Cod
Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 12C-
Osw 0.091 n Z65 2.37 0 0 0 0 153 145 384 344 T:t2A-2ov 2B-2tv
0.340
0 340
n n
9.
89
9.89
10.59
12.39
0 0
0
0
D
0
0
0
0
8
0
0
0
79
0
99
1(
V
13A-4ocs 0201 n 5.85 4.41 0 0 0 0 0 0 0 0 11 213-
2tv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 1613-
190 12C-Osw
0.049
0,091
n a
1.
43
Z65 2.
67
Z37 0
0
0
0
0
0
0
0
10
144
10
113
14
299
27
267
i-
G
2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov
0.340 a 9.89 29.74 0 0 0 0 31 0 309 928 1W1 - L-
D13A-4ocs
0.201 a 5.85 4.41 0 0 0 0 0 0 0 0 1100 16B-
19ad
0.390
0.049
a a
11.
35
1.43
12.11
2.67
0 0
0
0
0
0
0
0
0
11
0
11
0
16
0
29
W
WL
G
12C-Osw
0,091 s Z65 Z37 0 0 0 0 0 0 0 0 2A-2ov
0.340 s g.89 10.59 0 0 0 0 0 0 0 0 v t-
C
13A-4ocs
0.201 s 5.85 4.41 0 0 0 0 0 0 0 0 10C-v
0.340 s 9.89 8.67 0 0 0 0 0 0 0 0 W 16B-
19ad 0.049 s 1.43 Z67 0 0 0 0 10 10 14 27 12C-Osw
0.091 w Z65 Z37 0 0 0 0 0 0 0 0 2A-2ov
0.340 w 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov
13A-4ocs
0 340
0.201
w w
9.
89
5.85
29.74
4.41
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-2ov
28-2tv
0.340
0.340
w w
9.
89
9.89
29.74
15.82
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
P
16B-
19ad
12C-Osw
0 049
0,091
w 1.
43 2.65
Z67 1.
47
0 0
0
0
0
0
0
0
11
0
11
0
18
0
29
0
LD
11
DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-
38ad 0.026 0.76 1.42 46 46 34 65 244 244 184 345 F 2OP-
19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-
191 0.050 1.45 0.73 46 46 66 33 244 244 354 177 F 22A4pl
0.989 28.78 0.0D 0 0 0 0 0 0 0 0 6 c)
AED excursion 35 102 Envelope loss/
gatn 101 62 1669 2375 12 a)
Infiltration 0 0 726 233 b) Room
ventilation 0 0 0 0 13 Internal
gains: Occupants @ 230 0 0 1 230 Appliances/other
Goo 600 Subtotal (lines
6 to 13) 101 662 2395 3438 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
101 662 2395 3438 15 Duct
loads 1 24% 31% 24 204 24% 31% 575 1059 Total room
load 125 866 2969 4497 Au required (
cfm) 7 42 162 217 J' Calculations
approved
by ACCA to meet all requirements of Manual J 8th Ed. 11- w
tgF taro!• 2019-Apr-2411:14,25 Righl-SuiteO
Universal 2018 18.0.31 RSU24020 Page 7 15ReaganPornte7413BN%Lot5ReaganPointe7413BN.
rup Calc = MJ8 House faces. E
DEL -AIR Duct System Summary Job: Lot5ReaganPointe7413BN
Y Y Date: 3/7/2017
RtutMS-AolwRgmBRwc Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831.2665 Fax 407-333.3853 Web: WV'/W.DEL-AIR.COM
Project Information
For: David Weekley Homes, Lot5ReaganPointe74136N
2952 Gipper Circle, Sanford, FL 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0,120 / 0.120 in H2O
0.188 in/100ft
1333 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.188 in/100ft
1333 cfm
128 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Matt
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
blh 2 h 364 20 14 0.221 4.0 Ox 0 VIFx 23.8 85.0 SO
dining h 3501 191 186 0.190 8.0 Ox 0 VIFx 31.3 95.0 st2
family h 5252 287 270 0.209 9.0 Ox 0 VIFx 19.6 95.0 st2
kitchen h 2449 134 121 0.204 6.0 Ox 0 VIFx 22.9 95.0 st2
mstr bth h 1475 80 67 0.188 6.0 Ox 0 VIFx 27.5 100.0 st3
mstr rm c 4497 162 217 0.189 8.0 Ox 0 VIFx 27.2 100.0 st3
mstr we h 210 11 7 0.191 4.0 Ox 0 VIFx 25.5 100.0 st3
mstr wic h 759 41 29 0.191 4.0 Ox 0 VIFx 25.6 100.0 SO
pwdr h 1491 81 31 0.201 6.0 Ox 0 VIFx 24.6 95.0 st2
retreat C 2039 86 98 0.242 6.0 Ox 0 VIFx 14.1 85.0 stl
retreat -A C 2039 86 98 0.250 6.0 OXO VIFx 10.8 85.0 stl
m1 2 c 2319 98 112 0.216 6.0 Ox 0 VIFx 26.1 85.0 stl
rm 3 h 898 49 40 0.227 6.0 Ox 0 VIFx 20.8 85.0 stl
uld c 866 7 42 0.193 4.0 Ox 0 VIFx 24.4 100.0 st3
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
st3 Peak AVF 302 362 0.188 663 10.0 0 x 0 VinlFlx stl
stl Peak AVF 641 725 0.188 678 14.0 0 x 0 VinlFlx
st2 Peak AVF 692 608 1 0.190 648 14.0 0 x 0 VinlFlx
wrightsoft" 2019-Apr.24 11:14:25
Right -Suite® Universal 2018 18.0.31 RSU24020 page 1
ACCA ...tSReaganPointe7413BN%Lot5ReaganPointe7413BN.rup Calc = MJ8 House faces. E
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
M
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx
wrightsoft` 2019-Apr-24 11:14.26
Righl-Suaeill) Universal 2018 18.0.31 RSU24020 Page 2
04CCK...ISReagenPomte74138N%Lo15ReaganPointe74138N rup Calc = MJ8 House laces: E
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
O A Form R405 report that documents that the Proposed Design complies with Section
R405 3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for Feld verification (usually fourpages/may be greater).
O Energy Performance Level (EPL) Display Card (one page)
O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403 7
O Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
O A completed Envelope Leakage Test Report (usually one page)
O If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 2952 Gipper Circle Permit Number:
Sanford , FL , 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402 4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal enveld)be building thermal envelope shall comply with Sections R402.4.1.1 and R402.4 1.2,
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402 4 1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven airElchangesperhourinClimateZones1and2, and three air changes per hour in Climate Zones 3 through 8 Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3Xf). (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the lest, shall be fully open.
R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
ElR402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm persquarefoot (1.5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
ElR403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filler boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (0) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturers designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
ElR403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Poslconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope
2. Duct testing is not mandatory for buildings complying by'Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heal trace systems shall comply with IEEE 515 1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance
with the limes when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 A inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -healing systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 1407 (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
dose when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6 1
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on theElequipmentloadscalculatedinaccordancewithACCAManualJorotherapprovedhealingandcoolingcalculationmethodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI. 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
4/24/2019 11:03 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers
expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7 1
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options,
A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heal pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatoryM energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/24/2019 11:03 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lol5ReaganPointe7413BN Builder Name: David Weekley Homes
Street: 2952 Gipper Circle Permit Office.
City, State, Zip: Sanford , FL , 32773 Permit Number: Y
U
Owner: Jurisdiction: 691000 ui
Design Location: FL, Sanford U
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material
requirements
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and anygaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electncal/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover plates and walls or ceilings -
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
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Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: 691000 Permit #:
Job Information
Builder: David Weekley Homes Community: Lot: 5
Address: 2952 Gipper Circle
City: Sanford State: FL Zip: 32773
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2.
O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50.
A CH(50) specked on Form R405.2017-Energy Calc (Performance) or R406-2017 (ERI): 7.000
x 60 {- 17763 — Method for calculating building volume:
CFM(5O) Building Volume ACH(50)
O Retrieved from architectural plans
F1PASS • Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated
must be verified by budding department.
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues. or individuals licensed as set forth in Section
489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official, Testing shall be, performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Healing and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the lime of the test, shall be fully open.
Testing Company
Company Name: Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester:
License/Certification #: Issuing Authority:
4/24/2019 11 03 52 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
42X42 A/C SLAB
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BURGESSlowCONSTRUCTIOCONSULTANT
N
Invoice S
Bill
To David
Weekley Homes - Griffin Park Townhomes 225
S. Westmonte Dr., Suite 3300 Altamonte
Springs FL 32714 United
States 2168140
20-
DWH-ORL-MF : 20DWH-OR... 4/
30/2019 Due
on receipt PO#
Job#
Superintendent Adam
Talbot Community
Griffin
Park Townhomes Amount
Service Date Service Type Service Address 250.
00 4/30/2019 Re -Observation OBSERVATION Lychee Ct - Building 8 Report # -
2168140 Visit # -
12 Resolution -
Deficiencies Noted Permit # -
Plan # -
Lot # - -
Reference -
Type -
OBSERVATION Invoice
Total 250.00 Amount
Paid 0.00 Balance
Due 250.00
SPEGAL
PLUMBING
pol I
RECORD COPY
n . _ .
Spegalplumbing.com
L1C# CFC1428683
Spegal Plumbing LLC
PO Box 4478
Apopka, FL 32704
Office (321) 256-1234
Fax (321)250-2304
VA op,
aI
a"
w
TNb
a'• v
LPJ
REVISION
RECORD COPY
Residential Load Demand
General Method
1952 square feet X 3VA = 5856 VA
Small appliance load = 3000 VA
Laundry = 1500 VA
total 10,356 VA
First 3000VA @ 100%........... 3000 VA
Remaining @ 35%................2575 VA
total 5575 VA
Dryer 5000 VA
Disposal 650 VA
Dishwasher 1200 VA
Refrigerator 720 VA
Water Heater 4500 VA
Range. 8000 VA REVIS ON
Heat 8000 VA
Micro. 1200 VA
total 34,845 VA - 240V= 145 amps= 150 amp service
6'JfC^
Model 7413 C
Contractor David Weekley Homes o_
RTi•i'c
Subdivision Reagan's Point
County Seminole
City Sanford
James Lanier
EC 0002989
Office # 407-933-7771
PLOT PLAN
LEGAL DESCRIPTION: S1T'
LOT 5, REAGAN POINTE, ACCORDING TO THE PLAT THEREdF, A RCQPOR ED IN PLAT BOOK
81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007
CERTIFIEDTO:
DAVID WEEKLEY HOMES
i
I
I
I
0.61' East AP
Easement
l
5 3'
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II
W A
LL ` Q
O
0 I
F E m I
o E b II 15' Setback
ILine
O Z II
I
0.42' East l --e '`-
2952 GIPPER CIRCLE,
SANFORD, FL 32773
Area Calculations
Total Lot Area= 3,200 sq ft (100%)
RECORD COPY
Z w 310SIO addle
srw i rao6
In
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Nit
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0o e. a•
rnr. •onwrDil .refs t3 r rr:^•
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2952 GIPPER CIRCLE, SANFORD, FLORIDA 32773
SB = Set Backs, L1 L2
as shown hereon are from the lot specific S 00'10'56" E 40.00'(P) N 00"10'56" W 04.79'(P)
site plan as provided by the client
OVILDlItyC
SANFORD
0.
1
This is NOT a Boundary Survey
50
REVISION
Lot 6 ,t 101 Seth
N 89'49'04" E 80.00'(P) j Line
s 'BB" .+A 'vs
44.r............ I...
Proposed ''''''''''......o...... Two Sto ry .....' 6 `P_ ropo.ee
ooauYConcreteBlockAndWoodFrame
Residence d 2952
FFE=49.00".'.•.'.'.'.'.'.. P perrpw
07'• .. ... Proposed 'O. BIOewilk
Plan. N 7510 E::::::::::::::::
Lot 5 .
P' w
E... ... ... .. ... .. ......
ROWod EnIr
r .... ..... •
o .
n
bI b
ui vi
S 89'49'04" W 80.00'(P) 29 GarageJLine
w Lot 4
In
Impervious Area in Square Feet.
Total House Fool Print = 1,294 sq ft (40%)
Total Porch and Deck/Lanai = 170 sq ft (05%)
Total Driveways = 320 sq ft (10%)
Total Walkways = 40 sq ft (01 %)
Total A/C Pads = 16 sq ft (0.5%)
Total Out Buildings = 00 sq ft (00%)
Total Pool Deck Surface (Not including Water Surface = 0,000 sq ft (00%)
Total Total Pool Water Surface = 0.000 / 2 0,000 sq it (00%)
Elevations are based on
civil grading plans.
Lot is Type "A" Grading Plan
UE - Utility Easement
Field Date: 4/20/2018 Date Completed:04/20/18
Drawn By: G.S. File Number:IS-46493 PP
Legend
C Calculated PC -Point of Curvature
Centedlne Pg - Page
B Concrete Block PI - Point of Intersection
CM Concrete Monument P O.B.. Point of Beginning
Conc Concrete P O.L. Point on Une
0 Description PP . Power Pole
DE Drainage Easement FIRM - Permanent Reference
EsmL Easement Monument
F.E.MA.. Federal Emergency PT - Point of Tangency
Management Agency R - Radius
FFE Finished Flow Elevation Red. • Radbd
Fnd Found R&C - Reber b Cap
IP Iron Pipe Roc - Recovered
L Length (Arc) Rfd - Roofed
M Measured Set • Set 'A' Reber &
NdD Nail 6 Disk Reber Cap -LB 7023-
N.R Non-Radlal TYp- - Typical
ORB Official Records Book UE - UUllry Easement
P Plat WM - Water Meter
P.8 Plat Book A - Delta (Central Angie)
0- Wood Fence 0— - Chain Link Fence
d
Proposed Elevation
Locatod On Lot 0
rl
OE — 41Cl En
izIa
1.
t
W E
e
S
Graphic Scale
0' 10' 20' 40'
Scale: 1"=20'
NOTES- 1 heroby Corley Ihol this Boundary Survey of the above Dosvlbod Prof
Survey b Based upon the Legal Description Supplied by Cllenl. True and Coned to the Best of my Knowledge and Belief as recently Sur
Abutting Properties Deeds haw NOT been Researched low QpR Overlaps and/or Hiatus. under my Direction an the Dale Shown. Based on Information lumished
Subject to any Easements and/or Resulctlons of Record. as Noted and Conforms to the Standards of Practice for Land Su
Beadng basis shown hereon is Assumed and Based upon the Une Dcrroled with o'BB' In lho Slate of Florida In accordance with Chapter 5J•17.052 Florida
Building Tin ae NOT to be used to rKonsuucl Pwoperty Unes
Administrative Cadea, Pursuant) Ilon 472 7 Florida Statutes.
Fence Ownership is NOTdelewmined. p\Cx -4( p
IloolOverhangs. Underground UUlllln and/or Footers haw NOT been located UNLESS arN'l tr .•'i_ n 11
Septic Tanks and/a Dralnf eld locations are approximate and MUST be wdned by
appropriate Utility location Companies
Use of This Survey for Purposes other than Intended. Without Written Verincallon• WIII be
or the User's Sole Risk and without Liability to the Surveyow. Nothing Hereon shall be
Construed to give ANY Rlgha or Bennis to Anyone Other than those Certified.
POINTS OF INTEREST.
PROPOSED DRIVEWAY OVER EAST EASEMENT.
E
DocuSigned by:
a#vi& k f v' (1F)n,4
B10ED53FCAE64ES..
Ireland & Associates Surveong, Inc.
1301 S. International Parkway Suite 2001
Lake Mary, Florida 32746
www.Irelandsurveying.com
Office-407.678.3366 Fax-407.320.8165
This document has been
electronicaoyVCOA
syned using a Digital Signature. Printed
copies without an original signature must
be verified using the original elet:tronic
version.
Mhr ntwh.
278
GE MSC '••/'
No. 70861 1:
STATE OF j r
ALPINE
AN IMCOM AN'r
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www alpinedw com
Job n In erin C- iter a
Design Code: FBC2017RES View Version: 17.02 01 1115.21
JRef #: 1 WKJ4080009
Wind Standard: None Roo/ Load (pdo: 20.00- 7.00- 0.00- 5.00
Wind Speed (mph): 0.000000 Floor Load s : 40.00-10.00- 0 00- 5.00
This package contains general notes pages, 42 truss drawing(s) and 6 detail(s).
to
1
Se
114.19.1112.22526
I uss
Al
3 114.19.1112.22168 A3
5 114.19.1112.22388 A5
7 114 19.1112.21982 81
9 114.19.1112.22183 B2
11 114.19.1112.21951 B4
13 114.19.1112.22261 B6
15 11419.1112.22090 B8
17 114.19 1112.21980 EJ5
19 114.19 1112 22356 EJ7
21 114.19.1112.22074 EJ7B
23 114.19.1112.22497 CJ3
25 114 19 1112 22387 HJ3
27 114.19.1112.21950 HJ7
29 114 19.1112.21668 F01
31 114.19.1112.21562 F03
I e Seal
114.19.1112.22574
russ
A22
4 114.19.1112.22496 A4
6 114.19.1112.22262 A5A
8 114 19.1112.22152 131A
10 114 19.1112.22184 B3
12 11419.1112.22432 B5
14 114.19.1112.22355 B7
16 114.19 1112 21981 EJ3
18 114.19.1112 22558 EJ5A
20 114.19.1112 22449 EJ7A
22 114.19.1112.22136 CJ1
24 114.19.1112.22309 CJ5
26 114.19 1112 22433 HJ5
28 114 19 1112 21809 FG1
30 114 19 1112 21763 F02
32 111419.1112.21606 F03A
ISIONDIly& REV
rJRD
t ;':+
fir
Florida Certificate of Product Approval #FL1999 Printed 4/24/2019 1:52:26 PM
n
This document has been electronically
signed using a Digital Signature. Printed
copies without an original signature must
be verified using the original electronic
version.
r1rllNMlryA
COA 00 278
04/24/2019
No. 70861
STATE OF J
4r
OF?,
S RNAL
ALPINE
u+mvccrvury
te r _o_rtnaxtolt:1103ge 2:
ustomer.-Accu-Span, Truss Company Job Number: 20523
ob Description- /7413 - B -David Weekley Homes
ddressr Lot 5 Reagan Point, SANFORD, FL
em Seal russ
33 114.19.1112.21778 F04
35 11419.1112.21856 F05A
37 114 19.1112 21497 F07
39 114.19.1112.21700 F09
41 114.19.1112.21561 IF11
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw com
Item Seal Truss
34 114.19.1112.21855 F05
36 114 19.1112 21840 F06
38 114 19 1112 21528 F08
40 114.19.1112.21560 F10
42 114.19.1112.21764 IF12
Florida Certificate of Product Approval #FL1999 Printed 4/24/2019 1:52:26 PM
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.ora.
Pagel of 2
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
U# = user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value.
Udefl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non -hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
References:
1. AF&PA: American Forest & Paper Association, 1111 191" Street, NW, Suite 800, Washington, DC 20036;
www.afandpa.org.
2. ICC: International Code Council; www.iccsafe.oro.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043; www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co
Page 2 of 2
SEON 5818991 T5 COMN Ply. 1 Job Number: 20523 Cusl. R408 JRef: 1WKJ4080009
FROM: CH Oly: 2 1/7413 - B -David Weekley Homes DrwNo: 114.19 1112 22526
Truss Label: A7 I JB / WHK D4242019
1
179
7B't2 15' 22'S'4 30,
79.12 + 75"4 + 7'5'4 + 716'12
11106D
30'
F74- 10' 19 -'- -- IV ' 1.4--{
10' 20' 30'
Loading Criteria (pst)
TCLL: 20.00
TCDL: 7.00
BCLL. 0.00
BCDL 10.00
Des Lit 37.00
NCBCLL 1000
Soffit 2.00
Load Duration: 1 25
Spacing: 24.0 "
Wind Criteria
Wind Sid. ASCE 7.10
Speed. 139 mph
Enclosure: Closed
Risk Category: II
EXP: C KzI, NA
Mean Height: 23.49 f1
TCDL. 4.2 psf
BCDL. 5.0 psl
MWFRS Parallel Dist: h2 to h
C&C Dist a: 3.00 ft
Loc. from endwall, not in 9.00 it
GCpi: OAS
Wind Duration: 1.60
Lumber
Top chord 20 SP 02 Dense
Bot chord 2x4 SP #1 Dense :82 20 SP #2 Dense:
Webs 20 SP 03
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42%high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pt in PSF)
Pg: NA Cl. NA CAT: N/
PI: NA Ce: NA
Lu: NA Cs: NA
Snow Duration' NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FTIRT-20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.098 H 999 240
VERT(CL): 0.171 H 999 240
HORZ(LL): 0.036 H -
HORZ(TL): 0.063 H
Creep Factor: 2.0
Max TC CSI: 0.474
Max BC CSI. 0.955
Max Web CSI: 0.412
VIEW Ver: 17.02.01A.1114.21
e,,' M H
J:•PGENIS' /ro
S T O
coA)rONALV 04/24/
2019 Maximum Reactions (
Ibs) Gravity Non -
Gravity Loc R+ /
R- / Rh / Rw / U / RL B 1306
I- /- /672 1335 /257 F 1307 /- /- /
672 /335 /- Wind reactions
based on MWFRS B Brg
Width = 4 0 Min Reg = 1.5 F Brg
Width = 4 0 Min Reg = 1.5 Bearings B &
F are a rigid surface. Members not
listed have forces less than 375# Maximum Top
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. B - C
759 - 2162 D - E 763 -1%8 C - D
763 .1967 E - F 759 - 2184 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens
Comp. Chords Tens. Comp. B - I
1878 -540 H • F 1879 - 568 1- H
1258 - 278 Maximum Web
Forces Per Ply (Ibs) Webs Tens
Comp. Webs Tens. Comp I - D
757 - 259 D - H 759 .259 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require
exUeme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component ggfetyInformation, byTPI ant? SBCA) ror safety practices pnor to performing these functions. Installer6 shell provide temporary bracin per BSI.,
Unless noted olherwise,lop chord shall have properly attached structural sheathing and bottom c or shall have a progeny altachetl ngid ceiling
Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Apply
plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. kefer to ALPINE drawings 160A-
Zforstandardplatepositions. Alpine, a division
of ITW Buildin3qComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Truss in conformance
with ANSI/TPI 1, or for handling, shipping, installation and bracing of IrussesA Seal on this drawing or cover page , , 6750 Forum Drive listing this drawingindicatesacceptanceofpprolessionaiengineeringresponsibilitysolelyforthedeslnshown. The suiCability Suite 305 and use ofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2. For more iniormabon
see this ioWs general notes page and these web sites. ALPINE. www al rnertw com TPI: www.t nst are: SBCA. www sbt:rndust com. ICC: www rccsate Oro Orlando FL. 32821
SEON- 5819281 T40 I HIPS Ply: 1 Job Numbor: 20523 Cust: RR408 JRef: 1WKJ4080009
FROM. CH Oty. 2 17413 - B -David Weekley Homes DrwNo: 114.19.1112.22574
Truss Label: A2 KD / WHK 04242019
13' 1T + 22'S"4 + 30
76"12 5'5"4 2' 2' 5'S"4 TB"12
1.5X6 s5X6
112X4 a3X4 a2X4
D E F
30
10• i 117 i 10• 1'4•
F 17 20 30 '
Loading Criteria (psi) Wind Criteria
TCLL 2000 Wind Sid: ASCE 7.10
TCDL' 7.00 Speed' 139 mph
BCLL: 0.00 Enclosure Closed
BCDL: 10.00 Risk Category. 11
Des Ld: 37 00
EXP: C Kzt. NA
Mean Height' 22 99 it
NCBCLL: 10.00 TCDL' 4.2 psi
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1 25 MWFRS Parallel Dist h/2 to h
Spacing: 24.0 " CdC Dist a: 3 00 it
Loc. from endwall not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP 91 Dense Tt, T2 20 SP 02
Dense:
Sol chord 20 SP #1 Dense
Webs 20 SP #3 :W2, W4 20 SP #2 Dense:
Loading
Truss passed check for 20 psi additional bottom
chord live load in areas with 42"-high x 240-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pq.Plin PSF) De01CSl Criteria Maximum Reactions (Ibs)
Pg- NA Ct' NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity
Pf. NA Ce NA VERT(LL): 0.163 K 999 240 Loc R+ I R. / Rh I Rw I U l RL
Lu: NA Cs: NA VERT(CL)- 0.287 K 999 240 S 1296 /• /- 1680 1339 1228
Snow Duration. NA HORZ(LL): 0.056 C - H 1297 /- /- 1680 /339 /-
HORZ(TL): 0 098 C Wind reactions based on MWFRS
Code I Misc Criteria Creep Factor. 2.0 B Brg Width = 4.0 Min Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSI 0.797 H Brg Width = 4.0 Min Req = 1.5
TPI Std 2014 Max BC CSI: 0.720 Bearings B d H are a rigid surface.
Rep Fac: Yes Max Web CSI: 0 661 Members not listed have forces less than 375111
FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
Plate Type(s)
WAVE VIEW Ver: 17.02.01 A.11 114.21 B - C 602 -2127 E - F 779 -1685
C - D 799 -1920 F - G 799 -1920
D - E 780 -1654 G - H W2 - 2127
H
No. 7.08 1
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
S - K 1821 -574 J - H 1821 - 606
K - J 1297 - 349
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K - L 691 -226 E - M 613 -200
L - E 608 -200 M - J 692 - 226
o S T O
con aig,O NAB•
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingg, handlm shrDpmg, mslallmg,and bracing., Refer to and follow the latest edition of SCSI (Buildingtgg (ety Inlormalion, by TPI ant? SBCA) fo'r safe Y practices poor to perlorming these functions Installer9 shall Drovrde lempoiBSI. Unless noted otherwise,top chord shall have properly attached structural sheathmp and bottom chord shall have a proerly
id ceiling Locations shown for Dermanenl lateral restrain) 01 webs shall have bracing installed per SCSI sections B3, 8 7 or 10e. Apply plates to each lace of Truss and pos4ion as shown above and on the JoingDelads. unless noted otherwise kefar to
of
i vi 1, onor n
acceptance
any structure
shall not be responsible for failure to build the
1 or cover pa e
n. The suitability
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEON• 5819011 T44 / HIPS Ply 1 Job Number: 20523 Cust: RR408 JRef: 1WKJ4080009
FROM CH Oly: 2 17413 - B -David Weekley Homes DrwNo 114 19.1112.22168
Truss Label: A3 KD / WHK 04242019
5'9 4 t t' 19' K4'2"12 3V
We+ FF12 8' + 5.2"12 5'9"4
a SX6 ,a SX6
D E
3V
F141
83" 69" '( W " r 8'3" 14
NY 15, 21'9" 37
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL 0.00
BCDL 10.00
Des Ld, 37.00
NCBCLL, 10.00
Soffit 200
Load Duration 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std. ASCE 7-10
Speed 139 mph
Enclosure- Closed
Risk Category: II
EXP: C Kzt NA
Mean Height, 22 49 it
TCDL. 4 2 psf
BCDL 5.0 psf
MWFRS Parallel Dist h/2 to h
C&C Dist a: 3 00 It
Loc. from endwall: not in 9.00 It
GCpi 0 18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 92 Dense
Sol chord 20 SP 02 Dense
Webs 2x4 SP 03
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pe,PI in PSF)
Pg: NA Cl, NA CAT: Ni
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration, NA
Code I Misc Criteria
Bldg Code. FBC 2017 RES
TPI Std. 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Def11CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.085 J 999 240
VERT(CL): 0.159 J 999 240
HORZ(LL) 0.035 1 -
HORZ(TL): 0.066 1
Creep Factor: 2.0
Max TC CSI: 0.690
Max SC CSI: 0.695
Max Web CSI 0 158
VIEW Ver: 17.02.01A.1114.21
i
i;' `,AGE •SF
o. 7.08 1
S T Oo
COAi7/ONA,
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1215 /- /• /682 1342 1200
G 1215 P P /682 1342 P
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req = 1.5
G Brg Width = 4.0 Min Req = 1.5
Bearings B 8 G are a rigid surface
Members not listed have forces less than 37511
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
B - C 859 .2019 E - F 833 -1825
C - D 833 -1825 F - G 859 - 2019
O - E 733 -1464
Maximum Bol Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 1746 - 645 J - 1 1417 - 492
K - J 1417 - 464 I - G 1746 - 677
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp
K-D 415 -138 E - 1 415 -138
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
puire extreme care in fabricating, handlin shipping, installing and brawnpp. Refer to and follow the latest edition of SCSI (Budding
1 gg lety Information, byY TPI and SBCA) for sagely practices prior to perforir,ing these functions. Installers shall provide temporary
BSI._ Unless noted olherwise,top chord shall have property attached structural sheathing and bottort chord shall have a prol2e y
lid cedm99. Locations shown for permanent lateral restraint of webs shall have bracing in per SCSI sections B3, B7 or 870,
le. App1v plates to each face of truss and position as shown above and on the Join fDelaiIs. unless noted otherwise. Refer to
a, a division of ITW BuildmiqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
m conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover Pape ,
g this drawing indicates acceptance 91 prd essiona engineering responsibility solely for the de si n shown. The suifabdrty
use of this drawing for any structure is tf,a responsibility of the Building Designer per ANSIITPI 1 S1c.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL. 32821
SEON• 5819D21 T9 / HIPS Ply 1 Job Number: 20523 Cust: RR408 JRef. IWKJ4080D09
FROM CH Oty 2 77413 • B -David Weekley Homes DrwNo: 114.19 1112 22496
Truss Label: A4 KD / WHK 042412019
4'9 4 9 157 2T 25'2 12 r 37 J
r
4.8..4 -(- 4,2..12 T 6. 6. 4.2-12 -
t-
a SX6 p 2X4 a 5X6
D E F
30
1 14- i 9' i" 6 i " 6 i 71 t 4^{
9' 15' 2 t' 30'
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pi m PSF) Defl/CSI Criteria
TCLL: 2000 Wind Sid: ASCE 7-10 Pg• NA Cl: NA CAT: NA PP Deflection in loc Udell] L/#
TCDL: 7.00 Speed: 139 mph PI NA Ce NA VERT(LL): 0.102 E 999 240
BCLL' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL) 0 190 E 999 240
BCDL. 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0 038 J - -
Des
EXP: C Kzt: NA HORZ TL 0 070 J
Code I Misc Criteria
00
NCBCLL: 10.00
Mean Height. 21.99 fl
TCDL: 4.2 psf Creep Factor: 2.0
Spirt: 2.00 BCDL: 5.0 psl Bldg 2017 RES Max TC CSI: 0.346
Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 PI Sid,d20 ABC Max BC CSI. 0.750
Spacing: 24 0 " C&C Dist a: 3.00 fl Rep Fac: Yes Max Web CSI: 0 201
Loc. from endwall• not in 9 00 It FT/RT:20(0)/10(0)
GCpi: 0,18 Plate Type(s)'
VIEW Ver: 17 02.01A.1114 21WindDuration: 1.60 WAVE
Lumber
Top chord 2x4 SP 02 Dense
Bot chord 20 SP 02 Dense
Webs 20 SP 03
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
3 i'.•GE SF -.
o. 708 1
S T O Q
COA
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1215 /- I• /679 /525 1171
H 1215 /- P /679 /525 P
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Reg = 1.5
H Brg Width = 4.0 Min Reg = 1.5
Bearings B 6 H are a rigid surface.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
B - C 899 - 2038 E - F 903 -1864
C-D 814 •1799 F-G 813 -1799
D - E 903 •1864 G - H 898 - 2038
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
B - L 1772 - 703 K - J 1566 - 562
L - K 1566 - 538 J - H 1772 -720
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
guue extreme care in fabncaling, handhn shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building
t ggafely Inlormabon, byY TPI an r7 SBCA) for safely practices prior to performing these functions. Installers shall provide temporary
r BCSI., Unless no olherwrse,lop chord shall have properly attached structural sheathing and bottom chord shall have a prope y
4id ceilm9. Locations shown for Dermanenl lateral restraint of webs shall have bracingg installed per BCSI sections 83. 87 or 810.
le. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise Refer to
Alpine, a division of ITW BuildmQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI ITPI 1, or for handling, shipping, installation and bracing of trussesA eal on this drawing or cover page
I this ?rowing, indicates acceptance of pro) essronar engineering responsibility solely ?or the desi n shown. The suiCabilityanduseo1thisrowingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S c.2.
ALPINENE
u11M[7.wM.
6750 Forum Drive
Suite 305
Orlando FL. 32821
SEON: 5819311 T16 / HIPS Ply. 1 Job Number: 20523 Cust. RR408 JRef. 1WKJ4080009
FROM CH Oly 1 17413 - B -David Weekley Homes DrwNo: 114.19.1112.22388
Truss Label: A5 KD / WHK 04/242019
r 7 15 23 r-- -- 30'
r 7'
1-
06X6 0 3X4 6X6
C D E
T t2
T1 T6p
io 04X4(C8 W6 aA%4(C8) in
B F Iv
A G I19'8.12
m4X1D(CB) r4X10 e7%8
B2
B7X8 %4x10 ar4%10(C8) 1
1'4- 4'Y'8
4'Y'8 11' 19 25'9 8 317
Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 000 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C Kit: NA
Des Ld: 37.00DDesd:: Mean Height: 21.49 it
00 TCDL: 4.2 psi
Soft: 2.00 BCDL: 5 0 psi
Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing' 24.0 " CdC Dist a: 3 00 R
Loc. from endwall: not in 4.50 it
GCpi 0 18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 01 Dense :T1 20 SP 02 Dense
Bot chord 2x6 SP SS 32 2x6 SP 02-
Webs 20 SP 03 :W6 20 SP 02 Dense:
Lt Wedge 20 SP 03:.Rt Wedge 20 SP f13:
Special Loads
Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.33 to 56 plf at 25.73
TC: From 28 plf at 25 73 to 28 pll at 26.94
TC: From 56 plf at 26.94 to 56 pif at 31.33
BC: From 4 pif at -1.33 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 2573
BC: From 10 pit at 25.73 to 10 plf at 26.94
BC. From 20 p11 at 26.94 to 20 plf at 30.00
BC: From 4 pit at 30.00 to 4 plf at 31.33
BC: 1813 lb Conc. Load at 25.73
BC: 309 lb Cone. Load at 26.94
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg.PI in PSF)
Pg. NA Ct' NA CAT, N<
Pi: NA Ce- NA
Lu: NA Cs NA
Snow Duration. NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s).
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell L/9
VERT(LL): 0.182 D 999 240
VERT(CL): 0.338 D 999 240
HORZ(LL): 0.047 H -
HORZ(TL)- 0.087 H
Creep Factor: 2.0
Max TC CSI: 0.773
Max BC CSI 0 715
Max Web CSI: 0.533
VIEW Ver' 17.02.01A.1114.21
i'•• \GE
i 7 1 V • Q
04/24/2019
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 1492 /- P P 1620 /-
F 3014 /- P P 11085 /-
Wind reactions based on MWFRS
L Brg Width = 4.0 Min Req = 1.8
F Brg Width = 4.0 Min Req = 3.6
Bearings L & F are a rigid surface
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1049 -2700 D - E 1330 - 369D
C - D 1135 -3D41 E - F 1990 - 5816
Maximum Bol Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B - K 2360 - 897 I - H 3513 -1296
K - J 2265 -920 H - F 5156 -1746
J -1 3636 -1439
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 1027 -284 I - E 579 - 45
J - D 403 - 788 E - H 2622 - 717
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in labricatin , handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t gg lely Information, by TPI an SBCA) for sat 1YY practices prior to performing these functions Installers shall provide lemporarY
B SI Unless noted otherwise.lop chord shall l8ve properly attached structural sheathing and bettorll chord shall have a properly
itd ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, e Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise Refer to
a division of ITW Buildin3qCComponenls Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
in conformance with ANS101 1, or for handling, shipping, installation and bracing of IrussesA Seal on this drawing or cover page , g this drawin indicates acceptance of ro essiona an in ea ing responsibility solely (or the design shown. The suiCabrlityuseofthisgrawingforanystructureIsp
e responsibilit of the Building Designer per ANSI/TPI 1 Sbc.2.
ALPINE
1-1 MWf
6750 Forum Drive
Suite 305
Orlando FL. 321121
SEON• 581934/ T70 / HIPS Ply. 1 Job Number: 20523 Cust RR408 JRef. 1WKJ4D80DD9
FROM CH Oty. 1 77413 • B -David Weekley Homes DrwNo 114 19.1112 22262
Truss Label: ASA I KD I WHK D4242019
im 7' 11'2"to 15' 18'9"6 23'
6' 4'2"10 3'9"6 3'9"6 + 4'2"t0
7X8 w3X4 112X4 a3X4 >s7X8
C D E T2 F G
27
6'
i6L
A
B 4X 10(C8) 113X6 m 4X6 a H0912 s 4X6 113X6
30
I
154x10(C81
1'4- T1"12 3'9"5 4'0"14 4'0"14 3'9"8 T1"12 1'4"
7'1"12 10'11'2 15' t90"14 22104 30
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL' 0.00
BCDL 10.00
Des Ld: 37.00
NCBCLL 10.00
Sochi 200
Load Duration, 1.25
Spacing: 24.0
Wind Criteria
Wind Sid: ASCE 7.10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP. C Kzl. NA
Mean Height: 21.49 R
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 it
Loc from endwall: not in 4.50It
GCpi 0 18
Wind Duration: 1.60
Lumber
Top chord 20 SP #1 Dense :T2 20 SP 02 Dense:
Bot chord 2x6 SP SS
Webs 20 SP #3
Special Loads
Lumber Dur Fac =1.25 I Plate Dur.Fac.=1.25)
TC: From 56 pit at •1.33 to 56 pit at 7.00
TC: From 28 pit at 7.00 to 28 pit at 2300
TC: From 56 pit at 23.00 to 56 pit at 31.33
BC: From 4 pit at -1.33 to 4 pit at 0.00
BC: From 20 pit at 0.00 to 20 pit at 7.03
BC: From 10 pit at 7.03 to 10 pit at 2297
BC: From 20 pit at 22.97 to 20 pit at 30.0D
BC: From 4 pit at 30.00 to 4 pit at 31.33
TC: 384 lb Conc. Load at 7.03,22.97
TC: 169lb Conc. Load at 9.06.11.06,13.06.15.00
16.94,18.94.20.94
BC: 478 lb Conc Load at 7 03,22 97
BC: 127lb Conc Load at 9 06,11.06,13.06.15.00
16.94,18.94.20.94
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
IMPORTANT" FURNISH THIS DRAW
Ire extreme care in fabricating, handlinIreInformation, by TPI an, SBCA) forSBLSI. Unless noted olherwise.too chord s
Snow Criteria (Pp.P1 in PSF)
Pg: NA Cl: NA CAT: N/
Pf: NA Ce NA
Lu: NA Cs: NA
Snow Duration- NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE, HS
DeflICSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0 310 E 999 240
VERT(CL)' 0.573 E 622 240
HORZ(LL): 0 073 C - -
HORZ(TL): 0.136 C
Creep Factor: 2.0
Max TC CSI. 0.909
Max BC CSI: 0.537
Max Web CSI: 0.622
VIEW Ver: 17.02.01A.1114.21
oE ZT O •Q
9 ••. mow,
COA ONAI,,,,
rltntto
04/24/2019
fl
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc Ri / R- / Rh / Rw / U / RL
B 2811 P /- P /1260 P
H 2811 P /- /• 11260 P
Wind reactions based on MWFRS
B Brg Width = 4 0 Min Req = 3.3
H Brg Width = 4.0 Min Req = 3.3
Bearings B 8 H are a rigid surface.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp.
B - C 2468 -5527 E - F 2927 - 6%8
C - D 2724 - 6125 F - G 2724 - 6125
D - E 2927 •6568 G - H 2468 - 5527
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp
B - N 4873 - 2154 L - K 6190 -2764
N - M 4900 - 2156 K - J 4900 - 2156
M - L 6190 - 2764 J - H 4873 - 2154
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-N 636 •33 L -F 513 221
C - M 1632 - 757 F - K 485 790
M - D 485 - 790 K - G 1632 757
D - L 513 - 221 J - G 636 33
E - L 312 -415
ILL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing. Refer to and follow the latest edition of BCSI (Building
aclrces prior to performing these functions. Installers shall provide temporary
property attached structural sheathing and bottom chord shall have a pro anytstramlofwebsshallhavebracinginslalledperBCSIsections83, 87 or 910,
as shown above and on the Join Details, Details, unless noted otherwise. kefer to
a division of ITW BuildingqComponents Group Inc shall not be responsible for any deviation from this drawrng,any failure to build the
conformance with ANSI PI 1, or for handlia shipping, installation and bracing of.IrussesA sseal on this drawing or cover page. this drawing indicates acceptance of pro essrona engineering responsibility solely (or the des n shown. The suigabrlrty
se of this drawing for any structure is the responsibility of theengineering Designer per ANSI/TPI 1 Sec.2.
ALPINE
rnm+;awn
6750 Forum Drive
Suite 305
Orlando FL. 32821
SEON 581903/ T29 / COMN Ply. 1 Job Number: 20523 I Cust: RR408 JRef• 1WKJ4D800D9
FROM: CH Oty. 3 77413 • B -David Weekley Homes DrwNo 114.19.1112 21982
Truss Label: Bt KD / WHK 0412412019
8'S•4 + 1710' + 19'Z•12 i 25W
B'S•4 6Y•12 6'4.12 6,5.4
o4X4D
25•B•
tv 9'10 6' i 9110•
r• + 9'10• + 15'10- 25'8• -
r
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soft: 200
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std. ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt. NA
Mean Height: 22.95 N
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
CdC Dist a. 3.00 ff
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration. 1.60
Top chord 20 SP #2 Dense
Bol chord 20 SP 02 Dense
Webs 20 SP #3
Hangers I Ties
J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional CdC
member design
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,PI in PSF)
Pg: NA Cl: NA CAT. W
Pf: NA Ce: NA
Lu NA Cs NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s).
WAVE
Oefl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.064 H 999 240
VERT(CL): 0.115 H 999 240
HORZ(LL). 0.027 G -
HORZ(TL): 0 048 G
Creep Factor. 2.0
Max TC CSI 0.386
Max BC CSI: 0.748
Max Web CSI: 0.193
VIEW Ver: 17 02.01A.1114.21
i
o. 708 1
00:s S T O ; c
COA AN"- N
19•s•1z
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc Rf / R- / Rh / Rw / U / RL
B 1099 I• /• 1587 /293 /210
F 1013 I- /• 1514 1261 P
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Reg = 1 5
F Brg Width = - Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3759
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 664 -1746 D - E 635 -1485
C • D 605 -1476 E • F 6% -1759
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp.
B - H 1504 - 524 G - F 1520 - 530
H-G 1041 -271
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
H - D 485 -170 D - G 505 -183
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in latincatin , handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Budding
Component Sgf 1ty Information, by TPI II
SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracng Der .BCSI.. Unless nosed o herwise,lop chord shall have pro art attached structural sheathing and bottom chord shall have a grope y
attache0 n9id cedm9 Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections Q3. B7 or 810,
as applicable Apply ptales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 16DA•Z for standard plate positions.
Alpine, a division of ITW BuildingqCComponenls Group Inc shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANS7101 1, or for handling, shipping, installalion and bracing of trussesA Seal on this drawing or cover page
listing this drawin indicates acceptance of ppro esslona engineering responsibility solely for the design shown. The sui abilityanduseofthis rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
ALPINE
N.rIV/CO1N4rt
6750 Forum Drive
Suite 305
Orlando FL. 32821
SEON:5819D4/ T1 / SPEC Ply: 1 Job Numbor:20523 Cusl.RR408 JRe1:IWKJ408M
FROM, CH Oty 1 17413 - B -David Weekley Homes DrwNo: 114A9 1112.22152
Truss Labol: 81A KD / WHK 04242019
65.4 + 12'10' + 19'2'12 + 25'9•
e'S•4 8'!92 8'!•12 8'S•4
4x4D
zse•
F 1'4• 1 91110• i e' •i 9110• _r
9110• 15'10• 2518•
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pf in PSF)
TCLL. 20.00 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT' W
TCDL 7.00 Speed: 139 mph Pf: NA Ce NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs, NA
BCDL: 10.00 Risk Category. II Snow Duration: NA
EXP: C Kzt: NA
Des Ld 37.00
NCBCLL: 10 00
Mean Height: 22 95 R Code I Misc Criteria
TCDL: 4.2 psi
Soffit: 200 BCDL: 5.0 psf Bldg Code. FBC 2017 RES
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sld: 2014
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes
Loc. from endwall: not in 9.00 ft FTIRT:20(0)110(0)
GCpi. 0.18 Plate Type(s)'
Wind Duration: 1.60 WAVE
Lumber
Top chord 20 SP 02 Dense
Bot chord 20 SP 02 Dense
Webs 20 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
DeB/CSI Criteria
PP Deflection in loc Udell LIN
VERT(LL): 0.056 H 999 240
VERT(CL): 0 105 H 999 240
HORZ(LL): 0.024 G -
HORZ(TL): 0.045 G
Creep Factor: 2.0
Max TC CSI- 0.387
Max BC CSI: 0.743
Max Web CSI: 0.177
VIEW Ver: 17.02.01A 1114 21
S T O ;Q
CID of ANAL __
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING'
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
n
1a•a•1z
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R. / R- / Rh / Rw / U / RL
B 1054 /• /• /587 293 1210
F 968 /• /• 1514 261 A
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Reg = 1.5
F Brg Width = 4 0 Min Reg = 1.5
Bearings B 6 F are a rigid surface.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 664 -1641 D - E 633 -1377
C - D 604 -1370 E - F 692 -1651
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1412 -524 G - F 1424 - 527
H - G 967 -270
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp.
H - D 446 -170 D - G 450 -182
7p9 extreme care in fabricatin , handling9 shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building
t gg let Information, byY TPI an SBCA) toi safeiY practices nor to performing these functions Installers sh II oorowde temporaryBSIyUnlessnotedolherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a prog2eny
9grd ceilm9 Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83. B7 or 810,
a. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise Refer to
Alpine, a division of ITW Buildm qfCComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the
Iruss in conformance with ANSI Pl 1, or for handling, shipping, inslallal)on and bracing of IrussesA sseal on thi; drawing or cover page ,
listing this drawing, indicates acceptance of proTessionall engineeringg responsibility solely (or the design shown. The sui abilityanduseofthisr7rawingforanystructureistheresponsibilityofthe9uildingDesigrierperANSIlTPI1Sec.2.
ALPINE
H.m.:arwn
6750 Forum Drive
Suite 305
Orlando FL. 321121
SEON:581W5/ Tt8 / HIPS Ply, 1 Job Number: 20523 Cust:RR408 JRef IWKJ4080009
FROM: CH Oly 1 /7413 - B -David Weekley Homes DrwNo 114.19.1112.22183
Truss Label: 82 KD / WHK 04242019
2'-'7
11 +
11' +
3'. +
19'2'12 25B'
24'7 2'9'11 5'9'14 38 4'8'12 6'5'4
9
in
I 79
a 4X4 =4X4
D E
25'8'
F
2V'74'10'4 65'4 +14
249 TT 14'4'8 19'2"t2 2518'
Loading Criteria (ps0 Wind Criteria
TCLL. 20.00 Wind Sid: ASCE 7.10
TCDL' 7.00 Speed: 139 mph
BCLL. 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C Kzl: NA
Des Ld: 37.00 Mean Height: 22.49 fl
NCBCLL: 10.00 TCDL. 4.2 psi
Soft: 2.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing 24.0 " C&C Dist a: 3 00 ft
Loc from endwall: not in 9.00 R
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP 02 Dense :T1 2x6 SP SS:
Bol chord 20 SP 02 Dense
Webs 20 SP 03
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pp,P1 in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg. NA Ct' NA CAT: NA PP Deflection in loc L/dell L/A Gravity Non -Gravity
Pf: NA Ce: NA VERT(LL): 0.246 C 999 240 Lot R+ / R- / Rh / Rw IV / RL
Lu: NA Cs: NA VERT(CL): 0.461 C 655 240 A 975 /- A /530 262 1193
Snow Duration' NA HORZ(LL): 0.155 1 - G 1047 /- /• /592 1294 /-
HORZ(TL) 0.290 1 Wind reactions based on MWFRS
Code I Misc Criteria Creep Factor: 2.0 A Beg Width = 4.0 Min Reg = 1.5
Bldg Code' FBC 2017 RES Max TC CSI. 0.783 G Big Width = 4.0 Min Rep = 1.5
TPI Sid: 2014 Max BC CSI. 0.730 Bearings A d G are a rigid surface.
Rep Fac' Yes Max Web CSI: 0.549
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FTIRT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver 17.02.01A.1114.21 A • B 237 -425 D - E 690 -1354
B - C 1120 .2639 E - F 711 •1559
C - D 876 - 2022 F - G 7D4 -1665
V—
J,,P.GE ••.
I
S T O
con ONA1.N,•,f
04/24/2019
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - M 2644 -1W9 I - G 1425 - 533
M • J 1314 -413
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - M 518 -1066 J - E 473 -166
M - D 698 -256 J - 1 1442 - 534
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ppuire extreme care in fabncatinp, handlin shipping, install re and bracing. ,Refer to and follow the latest edition of BCSI (Budding7fggfetyInformation, by TPI and SBCA) for sa1etY practices prior to performing these functions Installers shall provide temporarryy
r B St. Unless noted d herwise.top chord shall have properly
or
structural sheathingg and bottom Chord shall have a propa lr y
gid ceiling9. Locations shown forDermareent lateral restraint of webs shall have bracingg ins ailed per BCSI sections 83, B7 or 810. le ADDIv Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise kefer to
a division of ITW BuildinQqComponents Group Inc shall not be responsible for any deviation from this drawing.any failure to build the
conformance with ANSI/TPI 1, or for handling• shipping, installalion and bracing of trussesA eal on this drawing or cover page, this drawin indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
e o1 this cawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
ALPINE
675D Forum Drive
Suite 305
Orlando FL, 32821
SEON: 5 IMI T2 I HIPS Ply. 1 Job Number: 20523 Cust: RR408 JRef: 1WKJ40BOD09
FROM: CH Oly: 1 /7413 - B -David Weekley Homes DrwNo: 114.19 1112 22184
Truss Label: B3 I KD I WHK 04242019
2'4'7
2'4'7 2'8'9
9'
3'11'
t6'6' 20'2'i 2518'
a 4X8 is 4X6
D E
25'8'
4' 2'4'7 6'T9 6' T]2 39'8
i' Z.4.7 T 9 13.8 14' 1 p2
WWII
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL. 0.00
BCDL: 10.00
Des Ld' 3700
NCBCLL' 10.00
SoRI' 2.00
Load Duration, 1.25
Spacing: 24.0 "
Wind Criteria
Wind Sid: ASCE 7.10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt' NA
Mean Height: 21.991t
TCDL. 4.2 list
BCDL: 5.0 psl
MWFRS Parallel Dist: 112 to h
C&C Dist a: 3.00 R
Loc. from endwall: not in 9.00It
GCpr. 0.18
Wind Duration' 1.60
Lumber
Top chord 20 SP #2 Dense Tt 2x6 SP SS:
Bot chord 20 SP 02 Dense
Webs 20 SP 03
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Note Laterally brace bottom chord above filler at 27 O.0
Max including a lateral brace at chord ends
Snow Criteria (Pg,Pt in PSF)
Pg: NA Cl. NA CAT N<
PC NA Ce: NA
Lu NA Cs NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DeflICSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.254 C 999 240
VERT(CL)- 0.476 C 635 240
HORZ(LL):0.1631 -
HORZ(TL): 0.305 1
Creep Factor: 2.0
Max TC CSI: 0.782
Max BC CSI: 0.751
Max Web CSI: 0.555
VIEW Ver• 17 02.01 A. 1114.21
o ;• S JTOV,
C0A lb-;Sr;Sr/0 - ,A,•'
M0NA1Arterafarra*4t
04/24/2019
51' + 1'4"
25'8'
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ I R- I Rh / Rw / U / RL
A 975 P P 1531 /265 1165
G 1047 P /- /593 /297 P
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req = 1.5
G Brg Width = 4.0 Min Req = 1.5
Bearings A 9 G are a rigid surface.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 242 - 425 D - E 8D2 -1642
B - C 1104 - 2566 E - F 831 -1838
C - D 808 •1819 F - G 735 -1688
Maximum Dot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - O 2557 - 982 L - J 1568 - 526
O - L 1591 -542 I - G 1448 - 567
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-0 483.1035 J-E 502 •138
0-0 491 .123 J - 1 1458 -562
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing,and bracing. , Refer to and follow the latest edition of SCSI (Building
Component gg lety Information, by TPI and SBCA) foi satet practices prior to performing these functions. Installers shall provide temporary
bracng per B SI., Unless noted o erwise,loe chord shall h ve properly attached structural sheathing and bottom or shall have a prope yallachangidcedingLocationsshowntoanlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 87 or BI
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW BuildmagComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
truss to conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA eal on this drawing or cover page, listing this drawing,indicates acceptance of pro esstona engineering responsibility solely or the design shown. The suitabilityanduseofthisawingforanystructureistheresponsibilityofthe9uildingDesignerperANSIITPI1Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEON. 5519071 T8 I SPEC Ply 1 Job Number: 20523 Cust: RR408 JRef IWKJ408DO09
FROM: CH Oty t 174113 - B -Davit Weekley Homes DrwNo 114 191112 21951 Truss
Labol: B4 KD / WHK 04/24/2019 2'
4.7 5',' 9'8• ,1 4• ,4.5•t2 IV 25'8' z'
4.7 5-1 ")• X z8• • z•,•,z 47 4 r a04
D25'
8• 2.
4 7 + 7.3.9 4 e• + 4oe 7.3.8 r4• 2.
4.1 ee 144• te. a 25.81 Loading
Criteria (psf) Wind Criteria Snow Criteria (Pg,Plin PSF) TCLL:
20.00 Wind Sid. ASCE 7.10 Pg• NA Ct: NA CAT: NO TCDL•
700 Speed: 139 mph PI: NA Ce: NA BCLL:
0.00 Enclosure: Closed Lu: NA Cs: NA BCDL:
10.00 Risk Category: 11 Snow Duration: NA EXP•
C KzI, NA Des
Ld: 37 00 Mean Height. 22.16 it NCBCLL:
10.00 TCDL. 4.2 psf Code
I Misc Criteria Soft:
2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing:
24.0 C&C Dist a. 3.00 it Rep Fac: Yes Loc
from endwall: not in 9.00 it FT/RT:20(0)/10(0) GCpi:
0.18 Plate Type(s) Wind
Duration: 1.60 WAVE Lumber
Top
chord 20 SP A2 Dense :T1 2x6 SP SS: Sot
chord 20 SP 02 Dense Webs
20 SP #3 Wind
Wind
loads based on MWFRS with additional C&C member
design Additional
Notes Refer
to General Notes for additional information 1
I -4.119'e•12 Deft/
CSI Criteria Maximum Reactions (Ibs) PP
Deflection in loc Udell LN Gravity Non -Gravity VERT(
LL): 0.275 C 999 240 Loc R+ I R- / Rh / Rw / U / RL VERT(
CL): 0 514 C 588 240 A 975 /• I• /523 /407 1174 HORZ(
LL). 0.174 J H 1047 /• /- /564 1455 /- HORZ(
TL)' 0 326 J Wind reactions based on MWFRS Creep
Factor: 2.0 A Brg Width = 4.0 Min Reg = 1.5 Max
TC CSI: 0.783 H Brg Width = 4.0 Min Req = 1.5 Max
BC CSI: 0.760 Bearings A d H are a rigid surface. Max
Web CSI: 0 569 Members not listed have forces less than 375/ Maximum
Top Chord Forces Per Ply (Ibs) Chords
Tens.Comp Chords Tens. Comp. VIEW
Ver• 17 02 01A 1114 21 A • B 272 •425 E - F 1170 - 2442 B -
C 1183 •2607 F • G 1161 .2418 C •
D 501 -1718 G - H 753 -1628 D -
E 809 •1669 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp Chords Tens. Comp. B -
N 2603 -1028 J - H 1354 -563 N -
K 2400 - 974 Maximum
Web Forces Per Ply (Ibs) Webs
Tens Comp. Webs Tens. Comp. C -
N 587 •1182 K • J 13W - 547 D -
N 1252 - 566 K - G 1215 - 517 mwrnnurr.••_
N - E 667 •1272 i<
a.
708 1 o
t S AT O •: Q 9o•• :
1 • COA
ilA1. *,r,• U1MrrIW
04/
24/2019 IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Componen(ggafely Information, byY TPI and SBCA) Ibr sa1eig practices prior to performing these functions. Installers shall provide temporary bracinguerBCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro eny attachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperSCSIsectionsB3, 87 or e10, as
applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings
16OA-Z for standard plate positions Alpine.
a division of ITW BuildiniqComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss
in conformance with ANSI PI 1, or for handling, shipping, inslallalion and bracing of trussesA seal on this drawing or cover page , listing
this drawing indicates acceptance of pro) essional engineering responsibility solely for the dest n shown. The sui ability and
use of this drawing for any structure is the responsibility of the Building Designer per ANSNTPI 1 Sgec.2. For
more information see this lob's general noses page and these web sites. ALPINE www aipineitw com. TPP www 1Wnsl.oig. SBCA. www.sbdnduslrY com: ICC' www eccsal ALPINE
lninr:
W..FM 6750
Forum Drive Suite
305 Orlando
FL, 32821
SEON: 581923/ T21 I SPEC Ply. 1 Job Number: 20523 Cust: RR408 JRef. 1WKJ40BODD9
FROM. CH Oty: 1 /7413 - B -David Weekley Homes DrwNo: 114 19.1112.22432
Truss Label: 85 KD I WHK D4124I2019
2Y'7 5Ts 9'8' 14'4' 1B't' 21Y8' 25'B'
2'4 7 25'15 I'S'17 4'8' 3'9' 2'7' 5'
N
ti 75
04XSD
2518,
WSW
2.4.7i fr2.
4.5-
r_
4.5-4 -4 zz-
T_ —
1'4- e ro
262P7 ,44- '4
7 0'7
B
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
SCLL. 0,00 Enclosure: Closed
BCDL 10.00 Risk Category, II
EXP: C Kitt: NA
Des Ld. 37.00DesLd. 37.
00
Mean Height: 22.16 R
TCDL: 4.2 psl
Soffit: 200 BCDL: 5.0 psf
Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing 24 0 • C&C Dist a 3.00It
Loc. from endwall: not in 4.50 If
GCpi: 0.18
Wind Duration: 1.60
Top chord 20 SP #2 Dense :T1 2x6 SP SS.
T4 20 SP #1 Dense:
Sol chord 2x6 SP SS :B2 2x6 SP #2:
Webs 20 SP 03 :W4, W6, W7 20 SP #2 Dense:
W5 20 SP #1 Dense:
Bracing
a) Continuous lateral restraint equally spaced on
member.
Special Loads
Lumber Dur.Fac.=1.25 / Plate Our Fee =1 25)
TC: From 56 plf at 0.00 to 56 pit at 1940
TC: From 28 pit at 19.4010 28 pit at 2067
TC: From 56 pit at 20.67 to 56 plf at 27.00
BC: From 20 till at 0 00 to 20 pit at 19.40
BC: From 10 fill at 19 40 to 10 pit at 20.64
BC: From 20 pll at 20.64 to 20 pit at 2567
BC: From 4 pll at 25 67 to 4 pit at 2700
TC: 194 lb Conc. Load at 20.64
BC 579 lb Cone Load at 19.40
BC: 214 lb Conc. Load at 20 64
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
1) 2x6x5-8-3 x SP SS Top chord scab centered
2-8-7 from left end. Attach to one face of chord with
3) rows of 0.128"x3", min. nails @ 6• oc, staggered
3'.
Snow Criteria (Pg,PI in PSF)
Fig: NA Cl: NA CAT: NA
Pf'. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code, FBC 2017 RES
TPI Sid: 2014
Rep Fee: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
DeflICSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.517 N 585 240
VERT(CL). 0.963 N 313 240
HORZ(LL): 0.262 J -
HORZ(TL). 0.489 J
Creep Factor- 2.0
Max TC CSI: 0.633
Max BC CSI: 0.860
Max Web CSI: 0.727
VIEW Ver: 17.02.01AA114 21
4a-- GE Islell.<
e
ee t •. 44IQ
etssi..... ..•.• rN16
COA P;QON A1. oh"WtApnt4sl
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R• / Rh / Rw / U / RL
A 1185 /- P P /510 /-
H 1777 /- P P f773 P
Wind reactions based on MWFRS
A Big Width = 4 0 Min Reg = 1.7
H Brg Width = 4 0 Min Req = 2.1
Bearings A d H are a rigid surface.
Members not listed have forces less than 3759
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
A - B 223 - 519 E - F 2733 - 6419
B - C 1340 - 3095 F - G 1474 -3521
C - D 1023 -2355 G - H 1411 •3334
D-E 1012 -2331
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp
B-P 3181 -1372 K -J 2961 -1228
P - 0 3129 -1342 J - H 2930 -1223
O - L 65M - 2807
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 0 492 -1133 L - K 3354 .1420
D - 0 1764 .659 F • K 550 -1163
O - E 2026 - 4751 K - G 816 - 359
L - F 2996 -1297 J - G 529 -96
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shpping, installing and bracing Refer to and follow the latest edition of BCSI (Building
Component gaiety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections Q3. 87 or 870,
as applicable. Apply prates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuildiniqComponents Group Inc shall not be responsible for any deviation from this drawing.any failure to build the
Truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum Drive
listing this drawingg indicates acceptance of pro essiona• engineering responsibility solely for the delanshown. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. Suite 0 FL.
32821 Formoreinformationseethisjob's general notes Page and these web sites ALPINE. www aipineetw com. TPI www tpnst oig. SBCA www sbcrndustry corn, Ice www Resale oig Orlando
ISEON:
581908/ T14 /
COMNI Ply 1 1114,3
Job Numbor: 20523
I
Cust RR408 JRef 1WKJ4080W9
FROM: CH Oty.1 • B -David Weekley Homes DrwNo. 114 19 1112.22261
Truss Label: 86 KD / WHK 042412019 785'1" i 9'8"
2'4"7 79 4'
7" e 04 D 19'4"
14'3" 16'
2"4
19'4" 4'7" 1'11"4
3'1.12 m2X4 a3X5 74"7 T3"
9 4'
7" 1" "4 3'1"12 74"7 91" 14'3"
16'T4 1914" Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Std:
ASCE 7-10 TCDL 7.00 Speed: 139
mph BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category'
11 EXP, C KV: NA Des
Ld: 37.00 D
Des d:: Mean Height: 22.49 It 00 TCDL: 4.2 psf
Soffit: 200 BCDL: 5.0
psi Load Duration, 1.25 MWFRS
Parallel Dist: 0 to h/2 Spacing, 24.0 CdC Dist
a. 3 00 it Loc. from endwall: not in
4.50 it GCpi: 0.18 Wind Duration:
1.60 Lumber
Top chord 20 SP #
2
Dense JI 2x6 SP SS Bot chord 2x4 SP 02
Dense Webs 20 SP #3 Hangers
I Ties J) Hanger
Support Required, by
others Wind Wind loads based on
MWFRS
with additional C&C member design. Additional Notes Refer
to General
Notes for
additional information Snow Criteria (Pg,P1 in
PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct' NA CAT:
NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(
LL): 0.176 C 999 240 Loc R. I R. I Rh / Rw I U I RL Lu: NA Cs: NA VERT(
CL): 0.333 C 681 240 A 739 /- /- 1397 1312 1149 Snow Duration' NA HORZ(LL):
0 125 H - - G 723 /• /• /386 1308 /- HORZ(TL): 0.237 H
Wind reactions based on MWFRS Code I Misc Criteria Creep
Factor, 2.0 A Brg Width = 4 0 Min Req = 1.5 Bldg Code FBC 2017 RES
Max TC CSI 0 565 G Brg Width = - Min Req = - TPI SId' 2014 Max BC
CSI: 0 693 Bearing A is a ngid surface. Rep Fac: Yes Max Web
CSI: 0.481 Members not listed have forces
less than 3750 Maximum Top Chord Forces Per
Ply (Ibs) FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW
Ver: 17.02.
01A.1114.21 B • C 808 -1798 E - F 901 - 2057 C • D 481 •1057 F -
G 562 -1278 D • E 478 •1079 o.
Z08 1 O S
T Q Cr
COAI0NA 04/24/2019
Maximum
Sot
Chord Forces Per
Ply (Ibs) Chords Tens.Comp. Chords Tens.
Comp. B - L 1801 - 733 H -
G 1107 - 450 L - 1 1 %9 -730
Maximum Web Forces Per Ply (
Ibs) Webs Tens.Comp Webs Tens.
Comp. C - L 495 - 927 1 -
H 1215 -494 D - L 649 - 256 I -
F 793 •301 L - E 491 -1000 H -
F 278 - 635 E - I 592 - 231 IMPORTANT"
FURNISH THIS DRAWING TO
ALL CONTRACTORS INCLUDING THE INSTALLERS puire extreme care in fabricating,
handling shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (Building t g lety Information, byTPIandSBCA) gr sa/ell practices prior to performing these functions Installers shall provide temporary r e%, Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ggid ceiling Locations shown forpermanentlateralrestraintofwebsshallhavebracinginsailedperSCSIsectionsB3, B7 or 870, le._ Apply plates to each
lace od Iruss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to a division of i ri
1, or ror
n acceptance any structure failure to
build
the I
or cover pa e
n. The sut ability ALPINE
N11IY/pMFlp 6750 Forum
Drive
Suite 305
Orlando FL. 32821
SEON: 581909/ T13 / COMN Ply. 1 Job Numbor: 20523 Cust: RR4D8 JRef 1WKJ4080DD9
FROM. CH Oly 1 17413 • B -David Weekley Homes DrwNo 114 191112.22355
Truss Labol: 87 KD I WHK 04242019
5'S"4 '13'10"12 174"
5'S"4 + 49B"
2"
t2 + 4.2"12 + 5'5"4 i
Loading
Criteria (psf) TCLL:
20.00 TCDL'
7.00 BCLL:
0.00 BCDL:
10.00 Des
Ld: 37.00 NCBCLL:
10.00 Soffit:
2.00 Load
Duration: 1.25 Spacing:
24.0 " Wind
Criteria Wind
Sid: ASCE 7-10 Speed.
139 mph Enclosure:
Closed Risk
Category: 11 EXP.
C Kzl: NA Mean
Height: 22.16 ft TCDL'
4.2 psf BCDL:
5.0 psf MWFRS
Parallel Dist: 0 to h/2 CdC
Dist a: 3.00 It Loc.
from endwall. Any GCpi
0 18 Wind
Duration. 1.60 Lumber
Top
chord 2x4 SP 02 Dense Bol
chord 2x4 SP #2 Dense Webs
2x4 SP 03 Hangers
I Ties J)
Hanger Support Required, by others Wind
Wind
loads based on MWFRS with additional CdC member
design. Additional
Notes Refer
to General Notes for additional information s?
4X4 D19.
4•' 9'
8" 78"
9.
8" 19'
4' Snow
Criteria (Pp,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig,
NA Cl. NA CAT: NA PP Deflection in loc Udeg L/# Gravity Non -Gravity Pf:
NA Ce' NA VERT(LL)' 0.031 G 999 240 Loc R. I R- I Rh / Rw I U / RL Lu:
NA Cs: NA VERT(CL): 0.057 G 999 240 B 816 /• A 1463 /355 1164 Snow
Duration: NA HORZ(LL): 0.014 G - F 727 /• A 1389 /304 /- HORZ(
TL). 0.026 G Wind reactions based on MWFRS Code
I Misc Criteria Creep Factor: 2.0 B Brg Width = 4.0 Min Reg = 1.5 Bldg
Code: FBC 2017 RES Max TC CSI: 0.387 F Brg Width = - Min Reg = - TPI
Sid: 2014 Max BC CSI: 0.539 Bearing B is a ngid surface. Rep
Fac: Yes Max Web CSI: 0.209 Members
not listed have forces less than 3750 FT/
RT:20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Chords
Tens Comp. Chords Tens. Comp Plate
Type(s)' WAVE
VIEW Ver.170201A.1114.21 B-C IN%-1167 D-E 731 -894 C -
D 699 - 892 E - F 897 -1177 Ff
t,
N .1
0.
7.08 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. B -
G 995 - 677 G - F 1010 •677 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. D -
G 549 - 375 1ooi
04/
24/2019 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentggfelyInformation, by TPI and SBCA) for safer practices prior to performing these functions. Installers shall provide temporary bracing
per BSI Unless noted o erwise.top chord shall h ve properly attached structural sheathing and bottom chord shall have a pro e y aIlache0riidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsections83, 87 or o10. as
applicable. Appy elates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. 17efer to ALPINE drawings 16OA-
Zforstandardplatepositions. Alpine, a division
of ITW Buildingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .wnw nwnwr truss in conformance
with ANSI 1, or for handling, shipping, installation and bracing of trussesA eal on thig drawing or cover page , 6750 Forum Drive listing this drawing,
indicates acceptance of pro essiona engineering responsibility solely tior the desi n shown. The suitability Suite 305 and use ofthisawingforanystructureistheresponsibilityofthe9uildingDesignerperANSI/TPI t Sec.2. For mole inloimation
see this ob's geneial notes page and these web sites, ALPINE' www eipineft Comm TPr www Ipinst or • SBCA www sbcindust com• iCC, www icciiate.org Orlando FL. 32821
SEON 5819101 T15 I GABL Ply. 1 Job Number: 20523 Cust. RR408 JRef. IWKJ405M
FROM. CH Oty: 1 17413 - B -David Weekley Homes DrwNo 114.19.1112.22090
Truss Label: 88 1 KO / WHK 042412019
rr
5
Loading Criteria (psi)
TCLL. 20.00
TCDL: 700
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration 1.25
Spacing 24.0 "
9'B• _ t_ I WC J
9,B• ti'8• —
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category II
EXP: C Kzt: NA
Mean Height: 22 16 ft
TCDL: 4 2 psl
BCDL 5.0 test
MWFRS Parallel Dist- 0 to hI2
C&C Dist a: 3 00 ft
Loc. from endwall: Any
GCpi 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP 02 Dense
But chord 20 SP #2 Dense
Webs 20 SP 03
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional CdC
member design.
Additional Notes
Refer to General Notes for additional information
See DWGS A14030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
TYP) 004F
a bAb
19'4-
19'4-
Snow Criteria (P9,PI in PSF)
Pg, NA Cl. NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration, NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FTIRT 20(0)110(0)
Plate Type(s)'
WAVE
De1111CSl Criteria
PP Deflection in loc Udell LIS
VERT(LL). 0.001 R 999 240
VERT(CL): 0 002 L 999 240
HORZ(LL). 0.002 L -
HORZ(TL): 0 003 L
Creep Factor. 2.0
Max TC CSI 0.175
Max BC CSI: 0.077
Max Web CSI. 0.068
VIEW Ver: 17 02 01A.1114 21
O. 7.08
S T C
Nt0i •'•••....,...•.••
Co, X6QV.0NAL _
04/24/2019
in
19'e•+z
Maximum Reactions (lbs), or'=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U I RL
B' 73 /- b 136 132 19
J 237 /- 1- 1167 197 P
Wind reactions based on MWFRS
B Beg Width = 228 Min Reg = -
J Beg Width = 4.0 Min Req = 1 5
Bearings B d J are a rigid surface.
Members not listed have forces less than 3750
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s reqquire extreme care in fabricating, handlingshipping, installing. and bracing., Refer to and follow the latest edition of BCSI (Building
nent gggfety Information, byY TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary
i per BSI Unless note d olherwise,lop chord shall have properly attached structural sheathing and bottom hord shall have a pro erly
tl nggid cetltn9 Locations shown forDermanent lateral restraint of webs shall have bracingg ins ailed per BC I sections B3, B7 or 10. ii e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to
ALPINEs16DA-Z for standard plate positions.
a division of ITW Buildin3qCComponents Group Inc shall not be responsible for any deviation from this drewing,any failure to build the ,y
conformance with ANSI/TP1 1, or for handling, shipping, installation and bracing of,lrussesA seal on this drawing or cover page, , 6750 Forum Drive
this drawing indicates acceptance of pro) essional engineering responsibility solely for the desi n shown. The sue?. bility Suite 305seofthis awing for any structure is the responsibility of the wilding Designer per ANSIITPI 1 Sec.2.
inrormation see this job's general notes Daae and these web saes ALPINE. www Nmnejhv Corn: TPI www, tmnst.oia: SBCA. www.sbcmdustry cum. ICC www.ccsale one Orlando FL, 32821
SEON• 581911 / T41 I EJAC Ply. 1 Job Number: 20523 Cust, RR408 JRel, 1WKJ4080009
FROM CH Oly: 2 117413 - B -David Weekley Homes OrwNO 114 19 1112: 981
Truss Labol: E.13 I KD / WHK 0412412019
P
Loading Criteria (ps0
TCLL: 2000
TCDL: 7.00
SCLL. 0.00
BCDL, 10,00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration. 1.25
Spacing 24.0 "
Wind Criteria
Wind Sid: ASCE 7.10
Speed: 139 mph
Enclosure: Closed
Risk Category: It
EXP: C Kzt: NA
Mean Height 20.49 it
TCDL 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
CSC Dist a: 3 00 fl
Loc. from endwall: Any
GCpi 0.18
Wind Duration: 1.60
Top chord 20 SP #2 Dense
Sol chord 20 SP #2 Dense
Wind
Wind loads based on MWFRS with additional CSC
member design.
3'
3'
Snow Criteria (Pg.P1 in PSF)
Pg: NA Cl. NA CAT: NA
Pf: NA Ce* NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord
C
q
DefI1CSl Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(CL). NA
HORZ(LL): 0.001 D
HORZ(TL)- 0 001 D
Creep Factor. 2.0
Max TC CSI: 0.296
Max BC CSI: 0.068
Max Web CSI: 0.000
VIEW Ver: 17.02.01A 1114.21
04/24/2019
21'3" 7
to
in
V
19'8"12
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ I R• / Rh / Rw / U / RL
B 222 /- /• /167 /83 /87
D 50 /• /- /40 /3 A
C 59 A /- 120 144 A
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req = 1.5
D Big Width = 1.5 Min Req = -
C Big Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3750
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, hhandling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentggfelyInformation, byY TPI ang SBCA) or sashipping, practices prior to performing these functions Installers shall vrovide temporary
per BSI Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a properlydceilingLocalionsshownforDerinanenllateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or p10,
icabga Appiy plates to each face of truss and position as shown above and on the JomfDetads, unless noted otherwise. (teler to
s 16DA-Z for standard plate positions
a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawing.any failure to build the
conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e,
this drawingg indicates acceptance of pro essrona an ineering responsrbilitY solely for the design shown. The suigabrlrtyaofthisdrawingforanystructureistheresponsibilitythe9uildingDesignerperANSIITPI1Sec.2.
ALPINE
6750 Forum Drive
Suite 3D5
Orlando FL. 32821
I
SEON 5819121 T17 / EJAC
I Ply: 1 I
Job Numbor: 20523
I
Cust: RR403 JRef. 1WKJ4080D09
FROM: CH Oty. 1 f7413 - B -David Weekley Homes DrwNo: 114 19 1112.21980
Truss Labol: EJ5 KO / WHK 04242019
Loading Criteria (ps0
TCLL: 20.00
TCDL' 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24,0 "
T
g
2277
212
6
r1
o_
fV
A
19'8"12
C
2X4(A1)
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP' C Kitt: NA
Mean Height: 21.33 it
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 R
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP 02 Dense
Bot chord 2x4 SP 02 Dense
Wind
Wind loads based on MWFRS with additional CdC
member design
Snow Criteria (Py,PI in PSF)
Pg. NA Ct: NA CAT. NO
PI: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0 162"x3.5") toe -nails at top chord
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
IMPORTANT"
Def1ICSl Criteria
PP Deflection in loc Uden L/i
VERT(LL) NA
VERT(CL): NA
HORZ(LL). 0.005 C
HORZ(TL) 0 010 C
Creep Factor: 2.0
Max TC CSI: 0.302
Max BC CSI: 0.234
Max Web CSI: 0 000
VIEW Ver 17.02.01A.1114.21
r4007'M H --•
1
e jCE SF •.;
o. zoa 1
1
A
cOA
sS/ONALe'+rl rb t erttr
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 195 A /- /122 148 1103
C 91 A /- /68 111 A
B 123 A /- /56 /91 A
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 3750
READ AND FOLLOW ALL NOTES ON THIS DRAWING!
SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
calm ,handlingg shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingIanSBCA) foi safety practices pnor to performing These functions. Installers shall provide temporary
rovise.top chord shall have properly attached structural shealhinp and bottom chord all have a progpeny
vn forDermanent lateral restraint of webs shall have bracingg installed per SCSI sections B3. B7 or 810.
face. of truss and position as shown above and on the JomlDetads, unless noted otherwise. Refer to
a division of ITW BuiIMAqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of.IrussesA eat on this drawing or cover pa e , g this drawing indicates acceptance of pro essiona engineering responsibility solely
seat
the desi n shown. The suitabilityuseofthisdrawing, for any structure is a responsibility of the Building Designer per ANSI/TPI 1 S c.2.
to mformabon see this job's general notes page and these web spies ALPINE. www.elmnnM corn, TPI• www 1pnsi org, SBCA www sbdndustry com. ICC www.uxsaf
ALPINE
MIIw-.fY.Pwf
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEON:5819171 T12 / EJAC Ply. t JobNumbor: 20523 Cusl RR408 JRel: 1WKJ4080W9
FROM CH Oly' 1 77413 - B -David Weekley Homes OrwNo: 114.19.1112 225W
Truss Labol: EJ5A I KD / WHK 04/24/2019
I
B
12
22'3"
6
o_
lV
A
19'8"12
19 C
2X4(A1)
F5' 7 5 _
J r'
5, --
Loading
Criteria (pa0 Wind Criteria Snow Criteria (P9.12I in PSF) Dell/CSI Criteria Maximum Reactions (Ibs) TCLL:
20.00 Wind Sid: ASCE 7.10 Pg: NA Ct' NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL.
7.00 Speed: 139 mph Pf: NA Ce. NA VERT(LL) NA Loc R+ I R- / Rh / Rw I U / RL BCLL.
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL):NA A 1048 /- /- /- 1464 A BCDL,
10.00 Risk Category: II Snow Duration: NA HORZ(LL)- 0 017 C C 579 /- P /- 1235 b EXP:
C Kzl' NA HORZ TL 0.031 C B 152 /• /- b 197 /- Des
Ld. 37.00 ( ) Mean Height. 21.33 it Wind reactions based on MWFRS NCBCLL
10.00 Code I Misc Criteria Creep Factor. 2.0 TCDL:
4.2 psf A Brg Width = 4 0 Min Reg = 1.5 Soffit.
2.00 BCDL: 5.0 pill Bldg Code: FBC 2017 RES Max TC CSI. 0.582 C
Brg Width = - Min Reg = - Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.667 Spacing:
24.0 " C&C Dist a: 3.00 It Rep Fee: Varies by Ld Case Max Web CSI: 0.000 B Brg Width i 1 5 Min Reg = - Bearing
A is a rigid surface. Loc
from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 3750 GCpi:
0.18 Plate Type(s): Wind
Duration: 1.60 WAVE VIEW Ver: 17 02 01A.1114.21 Lumber
Top
chord 20 SP #2 Dense Bot
chord 2x6 SP SS Special
Loads Lumber
Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC:
From 56 pli at 0.00 to 56 plf at 5.00 SC'
From 10 plf at 0.00 to 10 plf at 500 BC'
727 lb Conc. Load at 1.06 BC.
723 lb Conc. Load at 3.06 Hangers
I Ties J)
Hanger Support Required, by others Wind
IIIHIIIrIr!
WindloadsandreactionsbasedonMWFRS. Additional
Notes ` '•.•ae•., al h'',
Refer
to General Notes for additional information .0 S'• ^4., Provide (
2) 16d common(0.162"x3.5") toe -nails at lop chord ; • V F •% a
A
a'
t: S T O ,•' Q srS
coA
ONA. a0g,1
1,.
04/
24/2019 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme are in labncabngg, handlingg shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building ComponentggfelyInformation, byY TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracin
per Bt St. _ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
ri91d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as
applicable. Apply Dfates Io each face of Truss and position as shown above and on the JomfDetads, unless noted otherwise. (tefer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW BuildmsA Components Group Inc. shall not be responsible for any deviation from this drawmgq.. g,anyfailuretobuildthe .—UD truss in
conformance with ANSI/!PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , , 6750 Forum Drive listing thisdrawinindicatesacceptanceofroTessionaTengineeringresponsibilitysolelyforthedesignshown. The suit bllity Suite 305 and useofthis iawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sbc.2. p n3o FL. 3282t For moreinformationseethislob's general notes pane and these web sites. ALPINE www aipnertw com; TPI: i—.lpnst.oro, SBCA. www sticindustry com; ICC: w Jccsafe org
SEON 5819131 T37 / EJAC I Ply: 1 Job Numbor: 20523 Cust. RR408 JRef: 1WKJ4080D09
FROM: CH Oty 9 77413 - B -David Weekley Homes DrwNo• 114 191112 22M Truss
Labol: EJ7 I KD / WHK 04/2412019 Loading
Criteria (psq TCLL:
2000 TCDL:
7.00 BCLL
0.00 BCDL
10.00 Des
Ld. 37.00 NCBCLL:
10.00 Soffit.
2.00 Load
Duration: 1.25 Spacing:
24.0 • T
F—
VC Wind
Criteria Wind
Sid. ASCE 7.10 Speed.
139 mph Enclosure:
Closed Risk
Category: 11 EXP:
C Kzt- NA Mean
Height: 21.49 it TCDL:
4.2 psi BCDL.
5.0 psf MWFRS
Parallel Dist: 0 to h/2 CdC
Dist a 3 00 R Loc.
from endwall: not in 4.50 It GCpi:
0.18 Wind
Duration: 1.60 Lumber
Top
chord 20 SP 02 Dense Bot
chord 20 SP 82 Dense Wind
Wind
loads based on MWFRS with additional C&C member
design 7'
7'
Snow
Criteria (Pg,Pt in PSF) Pg,
NA Cl: NA CAT: NO Pf:
NA Ce NA Lu:
NA Cs: NA Snow
Duration: NA Code
I Misc Criteria Bldg
Code FBC 2017 RES TPI
Sid: 2014 Rep
Fac: Yes FT/
RT:20(0)/10(0) Plate
Type(s). WAVE
Additional
Notes Refer
to General Notes for additional information Provide (
2) 16d common(0 162'x3.5') toe -nails at top chord. Provide (
2) 16d common(0 162'x3.5') toe -nails at bottom chord. IMPORTANT"
FURNISH THIS DRAWING TO ALL CO as
C
Def11CSl
Criteria PP
Deflection in loc Udell Ufl VERT(
LL)- NA VERT(
CL): NA HORZ(
LL) 0.013 D HORZ(
TL): 0.023 D Creep
Factor: 2.0 Max
TC CSI: 0.598 Max
BC CSI: 0.456 Max
Web CSI: 0.000 VIEW
Ver: 17 02 01A.1114.21 04/
24/2019 23'
3" 7 o
i
v
19'
8"12 Maximum
Reactions (Ibs) Gravity
Non -Gravity Loc
R. OR- / Rh / Rw / U . / RL B
360 /• /• 1250 /120 /175 D
127 /• A /92 /12 /- C
169 /- P 174 1126 P Wind
reactions based on MWFRS B
Brg Width = 4.0 Min Reg = 1.5 D
Brg Width = 1.5 Min Reg = - C
Brg Width = 1.5 Min Reg = - Bearing
B is a rigid surface. Members
not listed have forces less than 3750 INCLUDING
THE INSTALLERS I.
Refer to and follow the latest edition of BCSI (Building ming
these functions Installers shall provide temporary uctural
sheathing and bottom chord shall have a properly have
bracing installed per BCSI sections B3, 87 or 910. ontheJoinDetails. unless noted otherwise kefer to a
division of ITW Bu 07qComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the in conformancewithANSIFitPl1, or for handling, shipping, installation and bracing of trussesA eal on chi; drawing or cover Pape , g thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiCability use ofthisgnawingSoranystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ALPINE m-
1.
p,IMJ6750 Forum
Drive Sude 305
Orlando FL.
32821
SEON
FROM: CH918I
T4 / HIPM
Oty 1 77413 u8-David Wekley Homes I DrrwNo
R
K 9R112. 91TrussLabol: EJ7A
Loading Criteria (psq
TCLL. 20.00
TCDL: 7.00
BCLL. 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL. 10.00
soffit. 2.00
Load Duration: 1.25
Spacing: 24.0 "
T,
4'2"8
4'2"8
6XB6
7'
2'9"8
1112X4
C
12 T
6
n
1V
A
19'8"12
E D
113X10 1114XB
3X6(A 1)
7'
i 4'0"12 2'l1"4 t
r 4'0"12 7'
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category, 11
EXP: C Kzt, NA
Mean Height. 21.13 it
TCDL: 4 2 psf
BCDL 5.0 psi
MWFRS Parallel Dist 0 to h/2
C8C Dist a: 3.00 it
Loc. from endwall: not in 4 501t
GCpi• 0 18
Wind Duration: 1.60
Snow Criteria (Pg,Pt in PSF)
Pg. NA Cl: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: Varies by Ld Case
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Uden L/M
VERT(LL): 0.023 E 999 240
VERT(CL)- 0.042 E 999 240
HORZ(LL): 0.009 E -
HORZ(TL): 0.017 E
Creep Factor: 2 0
Max TC CSI: 0.453
Max BC CSI 0 625
Max Web CSI: 0.790
VIEW Ver: 17.02.01A 1114.21
Lumber
Top chord 20 SP 82 Dense
Bol chord 2x6 SP SS
Webs 20 SP 83
Special Loads
Lumber Dur Fac.=1.25 I Plate Dur.Fac =1.25)
TC: From 56 pig at 0.0010 56 plf at 7.00
BC: From 10 plf at 0 0010 10 pig at 7.00
BC. 1013 lb Cone. Load at 1.73, 3.73, 5.73
Hangers I Ties
J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.+turrinlrNNrpyrr
Right end vertical not exposed to wind pressure.•• H .
Additional Notes d y .••' EsENSRefertoGeneralNotesforadditionalinformation 1/ '.•
r ..
S
COA ONAL E000
r"W400
04/24/2019
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ I R- / Rh / Rw / U / RL
A 1684 /• /• I• 1503 /-
D 1813 P /• /• /534 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Reg = 2.0
D Brg Width = • Min Reg = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A • B 642 - 2173
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - E 1916 - 546 E - D 1770 -509
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
E - 8 2073 - 521 B - D 630 - 2191
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
gwire extreme care in fabricating, an in shiDpin installing and bracing . Refer 10 and follow the latest edition of BCSI (Building
t Sgfely Information, by TPI and SBCA) fbi safety ractices prior to performing these functions Installers shall provide temporaryiBeSl., Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly
aid ceiling. Locations shown for Dermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. ADD Y Plates to each face of truss and Position as shown above and on the Join f Details, unless noted otherwise. kefer to
Alpine. a division of ITW Buildi7iComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,IrussesA seal on this drawing or cover page ,
listing this drawing indicates acceptance of prolessionail engineering responsibility solely or the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL. 32821
SEON 581924/ T6 / HIPM
I Ply: 1 I
JobNumbor: 20523
I
Cust: RR408 JReI: 1WKJ4060o09
FROM: CH Oly 1 /7413 - B -David Weekley Homes DrwNo: 114.19.1112.22074ITrussLabol: EJ7B KD I WHK 04124RO19
T
Loading Criteria (psi)
TCLL 2000
TCDL: 700
BCLL: 0.00
BCDL: 1000
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing. 24.0 "
3' 7'
3' 4'
3'1"12
1'4"
31"12
Wind Criteria
Wind Sid. ASCE 7.10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP. C Kzt: NA
Mean Height: 20.49 It
TCDL 4 2 psf
BCDL: 5.0 psi
MWFRS Parallel Dist: 0 to h/2
C&C Dist a- 3 00 R
Loc. from endwall• not in 4 50 ft
GCpi. 0.16
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bol chord 2x4 SP 02 Dense
Webs 20 SP 03
Special Loads
Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25)
TC: From 56 pit at-1.3310 56 plf at 3.00
TC: From 28 pit at 3.00 to 28 pit at 7.00
BC: From 4 pit at -1.33 to 4 pit at 000
BC: From 20 pit al 0.00 to 20 pit at 303
BC From 10 pit at 3.03 to 10 pit at 7.00
TC: 90 lb Cone Load at 3.03
TC 59 lb Conc. Load at 5 06
BC 119 lb Conc. Load at 3.03
BC. 50 lb Conc. Load at 5.06
Wind
Wind loads and reactions based on MWFRS.
C 6
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cf. NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration, NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: Varies by Ld Case
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (3) 16d common(0 162"x3 5') toe -nails at bottom chord
1112X4
D
3' 10"4
7'
Defl/CSI Criteria
PP Deflection in toe Udell L/#
VERT(LL): 0 007 F 999 240
VERT(CL): 0.013 F 999 240
HORZ(LL): 0.002 E -
HORZ(TL). 0.004 E
Creep Factor, 2.0
Max TC CSI 0.265
Max BC CSI: 0.237
Max Web CSI: 0 164
VIEW Ver: 17.02.01A.1114.21
COA IN
04/24/2019
T1
TSI)
o
1 N
19'8"12
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ I R- / Rh / Rw / U / RL
B 468 /• /- /- /204 P
E 309 /- /- /- It 17 P
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req = 1.5
E Brg Width = 1 5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp.
B - C 199 - 551
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp.
B - F 456 -152 F - E 473 .150
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp
C - E 154 .495
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
luire extreme care in fabricating, handlingg shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building
t S fely Information, byY TPI an SBCA) roi sa elY practices pnor to performing these functions Installer 6 shall provide temporary
BSI., Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom chord shall have a prog2eny
id ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections 83. 87 or 810, e Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
of ITW Buildingg CComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the
nce with ANSUf Pl 1, or for handlings shipping, installation and bracing of trussesA seal on this drawing or cover page , ngindicates acceptance of pro essional engineering responsibility solely for the desi n shown. The suiCabihty
iawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2.
ALPINE
ulnwc arwll
6750 Forum Drive
Suite 305
Orlando FL. 32821
SEON: 5819141 T43 i JACK Ply. t Job Numbor: 20523 Cusl. RR408 JRef: 1WKJ408M
FROM CH Oly' 8 17413 • B -David Weekley Homes DrwNo. 114 19 1112.22136
Truss Label: CJ1 I KD I WHK 04/24/2019
1
n
12
C6
2X4(A1)
1'4"
1
Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Std' ASCE 7-10
TCDL: 700 Speed: 139 mph
BCLL: 0.00 Enclosure' Closed
BCDL. 10.00 Risk Category. 11
EXP: C Kzt. NA
LdDesLd- 3700Des Mean Height, 19 99 ft
0.00 TCDL: 4 2 psi
Soffit: 200 BCDL: 5.0 psi
Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 " CdC Dist a: 3.00 it
Loc. from endwall' Any
GCP1. 0.15
Wind Duration 1.60
Lumber
Top chord 20 SP 02 Dense
Bot chord 20 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design
F T r)_20'37
Cr)
o LO
19'8"12
Ln
Snow Criteria (Pg,PI in PSF) DefI1CSI Criteria
Pg: NA Cl: NA CAT: NA PP Deflection in loc Uden L/#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(CL): NA
Snow Duration: NA HORZ(LL): •0 000 D
HORZ(TL). 0.000 D
Code I Misc Criteria Creep Factor: 2 0
Bldg Code: FBC 201 T RES Max TC CSI' 0.259
TPI Std 2014 Max BC CSI: 0.032
Rep Fac: Yes Max Web CSI. 0.000
FTIRT:20(0)I70(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.21
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at lop chord
Provide (2) 16d common(0 162"x3.5") toe -nails at bottom chord.
1
ot SAT O
con NA1. E,r,•
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R* / R• / Rh / Rw / U I RL
B 201 /- P /170 193 I4C
D 9 /-9 P /21 115 /-
C - /•36 P /36 /45 P
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3750
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building
Componen(gg fety Information, byY TPI an SBCA) for satY practices prior Io peAorming these fugclions Installers shall provide temperarY
bracln Der BSI Unless noted olherwise,top chord shall have properly attached structural sheatrying and bottom chord shall have a properly
attached rl9id ceilingg Locations shown for Dermanent lateral restraint of webs shall have bravingg Installed per SCSI sections B3. B7 or 870,
as applicable Appiy places to each Tace, or truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to A LPI N Edrawings160A-Z for standard plate positions
Alpine, a division oT ITW Buildin3qComponents Group Inc. shall not be responsible Tor any deviation from this drawing any failure to build the ,,,,,,r;A,.,,,,
truss in conformance wllh ANSII7PI 1, or for handling, shippin, installation and bracing of IrussesA seal on this drawing or cover page , . 6750 Forum Drive
listing this drawin indicates acrep ance of pro essiona, engineeringg responsibilil solely for the desi n shown. The sui ability Sulle 305anduseofthis iawing for any structure is Ore responsibility of the 9uilding Designer per ANSIITPI 1 S c.2. Orlando FL. 3282tFOrmoreinlormadonsecib,s ob's sneral notes a e and Ibese web sites ALPINE www al ,nedw com, TPI. www.l nst or SBCA www abe,ndusl com• ICC www iccsale o
SEON. 581915/ T42 I JACK Ply 1 Job Number: 20523 Cust, RR408 JRef• IWKJ40SM09
FROM, CH Oty: 6 117413 B -David Weekley Homes DrwNo 114 191112.22497
Truss Label: CJ3 I KID / WHK 04/24/2019
Ci
12
77 21'3"7
6
M
O
11i
B
V
19'8"12
A p
2X4(A1)
3'
1'4"
3'
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pt in PSF) Dell/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden L/#
TCDL 700 Speed• 139 mph PI: NA Ce: NA VERT(LL): NA
BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(CL)- NA
BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D
Des Ld: 37.00
EXP: C Kzt: NA HORZ(TL). 0 001 D
Code I Misc CriteriaNCBCLL: 1000
Mean Height: 20 49 ft
TCDL. 4.2 psf Creep Factor: 2.0
Soft: 2.00 BCDL. 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.296
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.068
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:20(0)/10(0)
GCpi: 0.18 Plate Type(s):
VIEW Ver: 17.02.01A.1114 21WindDuration: 1.60 WAVE
Lumber
Top chord 20 SP #2 Dense
Bol chord 20 SP 92 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5') toe -nails at top chord
Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord
0.708 1
SAT O •
e
tea•` ........••
COA NAL
a11ryIllrtIVA0
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- filth / Rw / U / RL
B 222 b I. It67 183 /87
D 50 b /- /40 /3 A
C 59 /- I- /20 /44 b
Wind reactions based on MWFRS
B Brg Width = 4 0 Mon Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1 5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3750
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shippin installing and bracing. Refer to and follow the latest edition of SCSI (BuildingggafelyInformation, byY TPI an SBCA) for sa//ety $ractices prior to performing these functions Installer9 shall Drovide temporary
BCSI., Unless noted olherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginslalledperSCSIsectionsB3, 87 or 910,
a._ Apply plales to each lace of truss and position as shown above and on the JoinrDetails, unless noted olherwise. kefer to
ngs iouA•4 for sianoaro piaie positions
a division of ITW Buildingq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build theinconformancewithANSIPI1, or for handling, shipping, installation and bracing of.trussesA eal on this drawing or cover pagge . g this drawing, Indicates acceptance of professional engineering responsibility solely for the desiggn shown. The suiCabrlityuseofthist7rawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S§c.2.
re inlormebon stereo this/0b a general notes peov end these web sites' ALPINE, www elpineew, com, TPI' www Ipinst erg. SBCA www sbcindustry C•m. ICC' www n:caallgeneralnotespegeendthesewebstiesALPINE, www elpneew com, TPI• www Ipnst erg. SBCA www sbcindustry Corti, ICC' www n:csae
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
1SEON
581916/ T38 / JACK
I Ply 1 I
Job Number: 20523
I
Cusp RR408 JRef 1WKJ4080009
FROM: CH Oty: 4 77413 - B -David Weekley Homes DrwNo 114.191112 22309
Truss Label: CJS KD / WHK 04124/2019
T
f — 1'4"
Loading Criteria (ps0 Wind Criteria
TCLL: 2000 Wind Sid: ASCE 7.10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL. 10.00 Risk Category 11
EXP. C Kzt: NA
Des Ld: 37.00 Mean Height: 20.99 It
NCBCLL. 10.00 TCDL: 4.2 psl
Soffit: 2.00 BCDL. 5.0 pill
Load Duration 1.25 MWFRS Parallel Dist 0 to h/2
Spacing. 24 0 " C&C Dist a: 3.00 it
Loc from endwall: not in 4.50 fl
GCpi: OAS
Wind Duration: 1.60
Top chord 20 SP 02 Dense
Bot chord 20 SP 42 Dense
Wind
Wind loads based on MWFRS with additional C6C
member design.
C
Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria
Fig: NA Cl: NA CAT. NA PP Deflection in loc Uden LIN
Pf. NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(CL). NA
Snow Duration: NA HORZ(LL): 0.004 D
HORZ(TL): 0 007 D
Code I Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.285
TPI Sid: 2014 Max BC CSI: 0.224
Rep Far Yes Max Web CSI: 0.000
FTIRT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A 1114.21
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0 162"x3.5") toe -nails at bottom chord.
GPM H .•-" k,%'
J c C
o. 70 I 1
con
s "
ONALaN'
rroW.".Me,r
04/24/2019
2217
0
1a
fV
1l
19'8"12
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R• / R- / Rh Rw / U / RL
B 288 /• /• 206 /99 1130
D 89 /• /• 164 /6 /-
C 116 P P 49 186 /-
Wind reactions based on MWFRS
B Big Width = 4.0 Min Reg = 1.5
D Big Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Reg = -
Bearing B is a rigid surface
Members not listed have forces less than 3750
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building
Component Sgfety Information, by TPI and SBCA) foi safet practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI _ Unless noted olherwise.top chord shall hive properly attached structural sheathing and bottom Chord shall have a properly
attached n9id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insialled per BC51 sections B3, B7 or 10,
as applicable Apply Maces to each lace, of truss and position as shown above and on the JoinfDetails. unless noted otherwise. keler to
ALPINEdrawings160A•Z for standard plate positions.
Alpine, a division of ITW Buildi?AqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the w nw ow.nrTrussinconformancewithANSI1, or for handling, shipping, installalion and bracing of trussesA seal on this drawing or cover page , . 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpo) essional engineering responsibility solely for the desi n shown. The suiCability
and use of this r7iawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 305
For more information see thni jQWS general notes page and these web sites ALPINE www al inertw com; TPI: www 1pinst ore,SBCA www sbcindusi .com ICC. www.iccsale orp Orlando FL, 32821
ISEON:
5819191 T7 / HIP_
I Ply 1 I
Job Numbor: 20523
I
Cust: RR408 JRet• 1WKJ4080009
FROM CH Oly: 1 /7413 - B -David Weekley Homes DrwNo 114 19.1112.22387
Truss Label: HJ3 KD I WHK 04124/2019
C91
12 T 21'3"3
4.24 p
to
B
MA
CV
19'8"12
A D
2X4(A1)
Loading Criteria (pan
TCLL. 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing 240"
1'10"10
Wind Criteria
Wind Std ASCE 7-10
Speed 139 mph
Enclosure Closed
Risk Category: II
EXP: C Kzt. NA
Mean Height 20.48 0
TCDL 4 2 psi
BCDL: 5 0 psi
MWFRS Parallel Dist: 0 to h/2
CdC Dist a: 3.00 Ill
Loc. from endwall, not in 4.50 it
GCpi: 0.18
Wind Duration: 1 60
Lumber
Top chord 20 SP n2 Dense
Bot chord 20 SP 92 Dense
Special Loads
Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25)
TC: From 0 pit at -1 8910 55 pit at 0.00
TC: From 2 pit at 0.0010 2 pit at 4 18
BC: From 0 pit at -1.89 to 4 pit at 0.00
BC: From 2 pit at 0 00 to 2 pit a1 4.18
TC: -22 lb Conc Load at 1 41
BC: 17 lb Conc. Load at 1.41
Wind
Wind loads and reactions based on MWFRS.
471
4'2"3
Snow Criteria (Pg.PI in PSF)
Pg: NA Cf. NA CAT: N/
Pf: NA Ce: NA
Lu NA Cs: NA
Snow Duration. NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sld: 2014
Rep Fac: Varies by Ld Cast
FT/RT:20(0)/10(0)
Plate Type(s)'
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3 5") toe -nails at bottom chord
Defl/CSI Criteria
PP Deflection in loc Uden LM
VERT(LL): NA
VERT(CL): NA
HORZ(LL): •0.002 D
HORZ(TL). 0.003 D
Creep Factor 2.0
Max TC CSI: 0,095
Max BC CSI: 0.137
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1114.21
i;.•GE \SF
1
L , • [
V
COA IY VON AL 1a
04/24/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 164 P /- P 1119 /-
C 31 /-5 /• P /14 /-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req = 1.5
D Brg Width = 1 5 Min Req = -
C Brg Width = 1.5 Min Req = -
Beanng B is a ngid surface
Members not listed have forces less than 3750
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlln9'shiDplug, installing and bracing Refer to and follow the latest edition of SCSI (Building
Component gg felt' Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingper8<aSl Unless noted olherwise,lop chord shall have properly attached structural sheathing and boltorrl chord shall have a progeny
faille It ngid ceilm Locations shown forDermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810,
as applicable. Apply elates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to A LPI N Edrawings160A-Z for standard plate positions
Alpine, a division of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI 1, or for handling, shipping, Installation and bracing of trussesA seal on this drawing or cover page 6750 Forum DriveIistingthisdrawingindicatesacceptanceofprofessionsengineeringresponsibilitysolelyforthedesinshown. The sui ability Suite 305anduseofthisdrawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.
Orlando FL. 32821Formoreinformationseethisjob's general notes page and these web sites, ALPINE' www elDineirw com, TPI. www.ipmst org; SBCA. www.sbcindustry.com, ICC. www.iccsole on;
1SEON:
5819201 T46 / HIP_
I Ply: 1 I
Job Number: 20523
I Cusl. RR408 JRef 1WKJ4080009
FROM CH Oty: 1 77413 • B -David Weekley Homes DrwNo: 114 19.1112.22433
Truss Label: HJS KD / WHK 04124/2019
T
C
7'0" 2
1'1 0"1 0
1
7'0"2
Loading Criteria (p30 Wind Criteria
TCLL- 20.00 Wind Std, ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL. 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C Kz1. NA
Des Ld: 37 00 Mean Height, 20.98 It
NCBCLL: 10.00 TCDL 4.2 psf
Soft: 2.00 BCDL: 5 0 psf
Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing 24 0" C&C Dist a: 3.00 It
Loc. from endwall. not in 4.50 It
GCpr 0 18
Wind Duration 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 20 SP #2 Dense
Special Loads
Lumber Our.Fac.=1.25 / Plate Dur.Fac a 25)
TC: From 0 plf at -1.59 to 55 plf at 0.00
TC- From 2 pif at 0 00 to 2 pit at 701
BC: From 0 plf at -1 89 to 4 plf at 0.00
BC: From 2 plf at 0.0010 2 pit at 7.01
TC: -22 lb Conc Load at 1.41
TC: 118 lb Conc. Load at 4.24
BC: 17 lb Conc. Load at 1 41
BC: 100 lb Conc Load at 4 24
22'Y3
u
01 1•
CV
CM
19'8"12
Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Maximum Reactions (lbs)
Pg• NA Ct: NA CAT. NA PP Deflection in loc Udell L/0 Gravity Non -Gravity
Pf NA Ce: NA VERT(LL): NA Loc R+ / R• / Rh / Rw / U / RL
Lu: NA Cs NA VERT(CL):NA B 238 /- P P /164 P
Snow Duration: NA HORZ(LL). •0.009 D D 124 A /- /- 112 /-
HORZ(TL): 0.018 D C 70 P P /- 148 P
Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES Max TC CSI: 0.496 B Brg Width = 4 9 Min Reg = 1 5
TPI Sid: 2014 Max BC CSI: 0.457 D Brg Width = 1.5 Min Reg = -
RRepRep Far Vanes by Ld Case Max Web CSI 0.000 C Brg Width = 1.5 Min Reg = -
Bearing B is a rigid surface.
20(0)/10(0) FT/Members not listed have forces less than 3750
Plate Type(s):
WAVE VIEW Ver 17.02.01A.1114 21
Wind
Wind loads and reactions based on MWFRS.IMNMuNutHµrrrpn`prryy,/
Additional Notes:..ee•..,,'1/
Refer to General Notes for additional information i
Provide (2) 16d common(0.162'x3.5") toe -nails at top chord.
e.,"GENlSF ,
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. S
e
e
S T O e
A%
COA i GONAI
y""tw„ifff 1
04/24/2019
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reouire extreme care in fabricaling, handling shipping, installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSgfetyInformation, by TPI an 0 SBCA) for safely practices prior to performing these functions Installers shall provide temporary
bracing per,BCSI , Unless noted olherwise,lop chord shall have property attached structural sheathing and bottom Nord shall have a propperly
atlache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections B3, B7 or 810,
as applicable Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to A LPI N Edrawings160A-Z for standard plate positions
Alpine, a division of ITW Buildingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drive
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The sui ability Suite 305anduseofthisDrawingforanystructureistheresponsibilityofthe9uildingDesigXerperANSI/TPI 1 Sgec.2.
Orlando FL, 32821Formoreinformationseethisjob's general notes,page and these web roes ALPINE.—.0pineft.com, TPI,—.1pinst org, SBCA. w .sbandusiryxyrn, ICC. vFormoreinformationseethisjob's geneul notes,page and these wsb saes ALPINE. TPI, org, SBCA. ICC. iccsafe.o
408 800()9
FROM. CH921 /
T71 /HIP_
I Oly. 2 I Truss a-
DawHWeekley Homes I sNo R,
11114K 9R110424140209
Loading
Criteria (
ps0 TCLL' 20.
00 TCDL: 7.
00 BCLL: 0.
00 BCDL: 10.
00 Des Ld:
37.00 NCBCLL: 0.
00 Soffit: 2.
00 Load Duration:
1.25 Spacing' 24
0 " 57"5
i 9110111 5'3"
5 4'6" 12 2T3'3
12 2X4
4,24pCv+ r7 ;
0
B
t-
0-191"12 A FE
2X4(
A1) =
4X4 Wind
Criteria
Wind Std.
ASCE 7-10 Speed. 139
mph Enclosure: Closed
Risk Category:
11 EXP, C
Kzt, NA Mean Height
21 48 It TCDL: 4
2 psi BCDL 5.
0 psf MWFRS Parallel
Dist' 0 to h/2 CdC Dist
a: 3.00 n Loc. from
endwall: NA GCpi' 0
18 Wind Duration
1.60 Lumber Top
chord
20 SP #2 Dense Bot chord
2x4 SP 01 Dense Webs 20
SP #3 Loading Hipjack
supports
6.11.8 setback jacks with no webs Wind Wind
loads
and reactions based on MWFRS. 916" 4"
1 9'6„ '
1 "1 Snow Criteria (
Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg' NA
Cl: NA CAT. NA PP Deflection in loc Uden LIN Gravity Non -Gravity Pf NA
Ce: NA VERT(LL): 0.016 F 999 240 Loc R+ / R• / Rh I Rw I U l RL Lu: NA
Cs NA VERT(CL): 0.026 C 999 240 B 398 /- P P /183 P Snow Duration:
NA HORZ(LL): 0.007 F - E 352 /- /• I• /61 P HORZ(TL):
0.009 F D 215 /- P P /169 /- Code / Misc
Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code:
FBC 2017 RES Max TC CSI: 0.533 B Brg Width = 4.9 Min Req = 1.5 TPI Sid.
2014 Max BC CSI: 0 489 E Brg Width = 1.5 Min Req = - Rep Fac:
No R RepFMaxWeb CSI. 0.289 D Brg Width = 1.5 Min Req = - Bearing B
is a rigid surface. 20(0)/10(0) FT/Membersnot listed have forces less than 375# Plate Type(
s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW
Ver: 17.02.01A.1114.21 Chords Tens.Comp. B - C
354 - 569 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. B-F
532 •315 Maximum Web
Forces Per Ply (Ibs) Webs Tens
Comp. C - F
342 -578 Additional Notes
Refer to
General Notes for additional information Provide (2)
16d common(0 162"x3 5") toe -nails at top chord. Provide (3)
16d common(0.162"x3.5") toe -nails at bottom chord 1t 0
a
f v • 1 IFS ........•.
N 04/24/
2019 IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require
extreme care in fabricating, handlin shipping, installmg,and bracing , Refer to and follow the latest edition of BCSI (Building nent gaietyInformation, byY TPI and SBCA) for safety practices pnor to performing these functions Installers shall Drovtde Its porarY tier BCSI
Unless noted olherwise,top chord shall have properly attached structural sheathing and boltor chord shall have a pro arty d rigid
ceiling Locations shown forDermanent lateral restraint of webs shall have bracing installed per BG51 sections B3, B7 or 1Q IS 16
Apply plates to each face_ of truss and position as shown above and on the Join i Details, unless noted otherwise. kefer to ALPINE js
160A-Z for standard plate positions a division
of ITW Buildin3qComponents Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the conformance with
ANSI ITPI 1, or for handlings shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive this drawin indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 to ofthisrawingforanysruclureistheresponsibilityofthewildingDesignerperANSI/TPI 1 Sec.2. Information see
this lob's General notes 0909 and these web sites, ALPINE www atbrnerrw com. TPI. w r.IbInsl.ore: SBCA www sbcmdustry com; ICC' w r rcaafe.org Orlando FL, 321121
Job Number:20523 Ply 2 SEON. 542199 / T39 FLAT Cust RR408 JRef 1WKJ4080009
f7413 - B -David Weekley Homes Oty. 1 FROM: CH OrwNo 114 19.1112.21809
Truss Label: FG1 SSB / FV 04124/2019
2 Complete Trusses Required
1'117 3'9"3 5'614 T410 97-5 11'0"1 12'9"12 14'9"4
1117 1,9"11+ 1,9"11 1'9"11 1'9"11 '}' 1'9"11 1191,11 1111„7
1112X4 =4X12 1112X4 =4X6 1112X4 3X6 III2X4 =6X8 III2X4
A B C D E F G H I
T
Q
1
C 3X110 -8X14 1112X4 =3X4 =5X12 =_4X10
14'9"4
3'4"3 1'117 1'9"11 TY11 1 3'4"3
S,
r 3'9"3 -
F•
5,8"10 -- 7'6"6 - 11'0"1 14WA
5„
51 14' "4
Loading Criteria (vsq Wind Criteria
TCLL• 4000 Wind Sid. NA
TCDL: 10.00 Speed. NA mph
BCLL: 0.00 Enclosure NA
BCDL: 5,00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10 00 TCDL NA psl
Soffit: 2.00 BCDL: NA list
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 CdC Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord 2x4 SP 01 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP 03
Nailnote
Nail Schedule:0.128"x3•, min. nails
Top Chord: 1 Row @ 2 75" o c.
Bot Chord: 1 Row @12.00" o.c
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00)
TC, From 50 pit at 0 13 to 50 pit at 14.77
BC From 105 pit at 0.00 to 105 pit at 0.13
BC: From 5 pit at 0 13 to 5 pit at 14 77
TC 803lb Conc. Load at 1.71, 3.71, 5.71, 7.71
9.71,11.71,13 71
TC: 743 lb Conc Load at 12 79
Additional Notes
Truss must be installed as shown with top chord up
It is the responsibility of the Budding Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verity that all data, including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
NEFFMADCa
Snow Criteria (Pg,PI in PSF) DeflICSI Criteria Maximum Reactions (Ibs)
Pg• NA Cl: NA CAT. NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL / W
Pf NA Ce: NA VERT(LL)- 0.288 E 616 360 0 3198 I • l- I • l- 17.3
Lu-NA Cs NA VERT(TL): 0.503 E 448 240 p 3982 /• /- /- /- /60
Snow Duration: NA HORZ(LL)• 0.046 A - - O Min Brg Width Reg = 1.9
HORZ(TL): 0.063 A P Min Big Width Req = 2.3
Code I Misc Criteria Creep Factor: 2.0 Bearings O d P are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.924
TPI Sid. 2014 Max BC CSI: 0.884 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI 0.990 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
FT/RT:20(0)/10(0)
Plate Type(s). B- C 0 -4761 E- F 0 -6274
WAVE VIEW Ver. 17.02 01A.1115.21 C - D 0 -4761 F - G 0 -5152
D-E 0.63% G-H 0 -5152
o. T08 1
S T O
A9 ,••.
y k -1
con
04/24/2019
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp
O- N 2924 0 L- K 6185 0
N- M 6274 0 K- J 3517 0 1
M - L 6314 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
0-8 0-3225 F-K 0 -1168
B- N 2078 0 K- H 1851 0
N-D 0.1712 H-J 0 -3892
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
puire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuddingggfetyInformation, by TPI an SBCA) or safer practices prior to performing these functions Installers shall provide temporary
BGSI Unless noted oyherwise,top chord shall h ve properly attached structural sheathing and bottom chord shall have a progpeny
lid ceding Locations shown forDermanenl lateral restraint of webs shall have bracing installed per BCSI sections 133. B7 or 910,
le. Apply plates to each face of truss and positron as shown above and on the Joint-Delarts, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of
TPI i.oriorr
acceptance
any structure
shall not from this drawing,any failure to build the
Seal on this drawing or cover page
or the design shown. The sui9abrlity
PNA E
Hmv:w
6750 Forum Drive
Suite 305
Orlando FL. 32821
Job Numbor: 20523 Ply 1 SEON 562249 / T19 r SY42 Cust: RR408 JRel: IWKJ4080009
17413. B -David Weekley Homes Oty 3 FROM. CH DrwNo: 114 19.1112.21668
Truss Labol: FOt I SN / DF 04/242019
11' "10 24'0"10 2 '6" 29'10"8
r 196" 6" 0 13, S' 6 5'4"8
g ~
2'
P
I 1— 2'6"12 --}-- 2'6"12 —+— 2'6"12 --{ -- 2'6"12 —+— 2'6"12 —+— 2'6"12 —{-- 2'6"12 —+— 2'6"12 -- -- 2'6"12 — 1
1X3 =3X8 =3X4 =3X4 =_W=3X4 =_4X8 ei3X6 3X4 aIX3
A B C D E F GH 1 J K L M N O
Zr`1 Y X W V U r-1T S R 1
1X3 =3X8 =3X4 m4X10 aW=3X4 =_4X'10 =3X6
m 3X6 = 3X4
18'10"6 11'0"2
Loading Criteria (psp
TCLL' 4000
TCDL 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category. NA
EXP: NA
Mean Height: NA 0
TCDL: NA psi
BCDL: NA psi
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc from endwall: NA
I: NA GCpi: NA
Wind Duration' NA
Lumber
Top chord 4x2 SP #2 Dense 12 4x2 SP #1 Dense:
Sot chord 4x2 SP #2 Dense
Webs 4x2 SP 03
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DER LL' 0.33" DL: 0.37" See detail
DEFLCAMB1014 for camber recommendations
Additional Notes
2x6 continuous strongback See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Snow Criteria ft.Pt in PSF)
Pg. NA Cl: NA CAT' Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used, Yes
FT/RT:12(0)/10(0)
Plate Type(s)
WAVE
29'10"8
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL) 0.333 X 671 360
VERT(TL) 0 645 X 476 240
HORZ(LL) 0.045 B -
HORZ(TL): 0 063 B
Creep Factor 2.0
Max TC CSI' 0.785
Max BC CSI: 0.963
Max Web CSI: 0.821
VIEW Ver: 17.02 OfA.1114.21
o. 708 1
S T O
CoA p• ss ONAL
IlMalellI
04/24/2019
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
Z 919 /- /• I- /- /7 3
T 1982 /- /- /- /- 15.5
0 515 140 /- /- /- /7.3
Z Min Brg Width Req = 1.5
T Min Big Width Reg = 1.5
0 Min Big Width Reg = 1.5
Bearings Z, T, 3 0 are a rigid surface.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- C 0- 2675 H- 1 0 -1847
C- D 0- 2675 I- J 1941 0
D- E 0 -2865 J- K 1941 0
E - F 0 - 2864 K - L 538 - 935
F- G 0 -1847 L- M 527 -948
G-H 0 -1847 M-N 518 .945
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Z-Y 1621 0 T-S 374 -1136
Y• X 3090 0 S- R 948 -527
X- W 2864 0 R- 0 786 -171
W - V 2857 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp.
Z-B 0 -1801 I-T 0 -2267
B-Y 1165 0 T-K 0 -1489
Y-D 0 -459 K-S 995 0
D-X 213 -536 S-L 0 -375
F-V 0 -1170 R-N 177 -385
V- 1 1725 0 N- 0 19D - 873
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentggfelyInformation, by TPI and SBCA) I r salell practices prior to performing these functions Installers shall provide temporarybracinuerB8SI., Unless noted olherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a pro %
attach d rigid eeilin9 Locations shown forDermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Defer to
ALPINEdrawings16OA-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI Pl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 13723 Riverpon Drivelistingthisdrawingindicatesacceptanceofrolessiona, engineering responsibility solely for the desi n shown. The suitability Suite 200anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more inlormabon see this lob's general notes page and these web sites. ALPINE' www eipineetw com, TPI www.ipnsl.org, SBCA www sbondustry com. ICC www rccsore on; Maryland Heights, MO 6304'
Job Number: 20523 Ply. 1 SEON 56225D / T23 / SY42 Cust RR408 JRel. IWKJ4080D09
7413 - B -David Weekley Homes Oly 7 FROM: CH DrwNo: 114.19.1112 21763
Truss Label: F02 KM / OF D4242019
i 25'6"8 i
10'6" 11' "It21'7"8 2
r" 10'6" 7" lau, 1'0"
27 --1
g• (TYP)
II
I ---- 2'6"12 --
1
26"12
1 2'6"12 --{ -- 2'6"12 —
1
2'6"12 --
1-- 2*612 --{-- 26"12 —{ 0"12
mIX3 =3X8 m3X4 mW=3X4 a3X4 in4X8 a3X4 in3X4 in1X3
A B C D E F G H I J K L M
I -
W V U T S I IR O P
s1X3 a3X10 s3X4 a4X10 mW=3X4 a4X10
a 3X6 Awa
Loading Criteria (ps0
TCLL: 40.00
TCDL 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 1000
Soft: 2.00
Load Duration: 1 00
Spacing: 24.0 "
Wind Criteria
Wind Sid NA
Speed' NA mph
Enclosure. NA
Category: NA
EXP. NA
Mean Height' NA It
TCDL' NA psf
BCDL' NA psl
MWFRS Parallel Dist: NA
C&C Dist a: NA It
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bol chord 4x2 SP #1 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL' LL' 0.36" DL: 0 34" See detail
DEFLCAMB1014 for camber recommendations
Additional Notes
2x6 continuous strongback. See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Truss must be installed as shown with lop chord up.
25'6"8
Snow Criteria (Pg,PI in PSF) DefI1CSl Criteria Maximum Reactions (Ibs)
Pg: NA Ct NA CAT. NA PP Deflection in loc Udell L/# Loc R / V / Rw / Rh / RL / W
Pf:NA Ce:NA VERT(LL) 0.359 V 624 360 X 973 /• /- /- /- /7.2
Lu:NA Cs: NA VERT(TL): 0.663 V 453 240 R 1682 /- /- /- /- 18.0
Snow Duration NA HORZ(LL)' 0.046 B - 0 292 1119 / - / • / - 12.8
HORZ(TL): 0.064 B X Min Brg Width Reg = 1 5
Code I Misc Criteria Creep Factor: 2.0 R Min Brg Width Reg = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0 816 0 Min Brg Width Req = 1.5
TPI Std: 2014 Max BC CSI' 0 725 Bearings X, R, 3 0 are a rigid surface.
Rep Factors Used: Yes Max Web CSI. 0.770
Members not listed have forces less than 3750
FT/RT'12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 17.02.01A.1114 21
B- C 0 -290D G- H 0- 2423
C- D 0 -290D H- 1 0- 2423
D- E 0 -3325 I- J 1200 0
E- F 0 -3325 J- K 12DD 0
F - G 0 - 3326 K - L 455 - 315
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
X- W 1733 0 S- R 996 0
W- V 3431 0 R- O 312 - 464
V- U 3326 0 O- P 315 - 455
U- T 3320 0 P- O 317 •448
T - S 996 0
1t1ar11 Maximum Web Forces Per Ply (Ibs)
L Wrrrnnrry
y'
Webs Tens.Comp. Webs Tens. Comp.
1
IN
H' /
i X-B 0.1925 T-1 1616 0
Ev e C/ SCC •••
B - W
W - D
129D 0
0 - 507
I - R
R - K
0 -22D4
0 -1069
D - V 315 - 438 L - 0 494 - 349
o. 708 1
G-T 0.1058
l v • Q. F
cE' '•••...rr..••••'CNI
COA WN {VAT. E*
bRn11WM
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingg shpping, installing and bracing. , Refer to and follow the latest edition of SCSI (Building
Componen[ gggfety Information, by TPI and SBCA) rot safety practices prior to performing these functions. Installers shall provide temporarybracingper8<aSl Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3. B7 or 810,
as applicable. Apply ufates to each face of truss and position as shown above and on the JoinlDetails, unless noted otherwise. kefer to
ALPINEdrawings16DA-Z for standard plate positions.
Alpine, a division of ITW Buildin qt Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installalion and bracing of trussesA seal on thi$ drawing or cover page , . 2400 Lake Orange Dr.
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIITPI1Sec.2.
For more rnlormabon see this ob's general notes page end These web saes ALPINE, www.el nertw.com TPI www t iml or w SBCk www sbcindusl .com ICC www rccsafe 0,0 Orlando FL, 32837
Job Numbor: 20523 Ply. 1 SEON. 562251 / T3 / SY42
I
Cusl. RR408 JRef IWKJ40MM
17413 - B -David Weekley Homes Oty: 2 FROM: CH DrwNo: 114 19.1112 21562
Truss Labol: F03 SN / DF 0424/2019
i 9'6' 1 11'1 "41 24'3" 1
7
r 9'6" 1'"4T 131"12
i'— 2.6" —'
1 —
2.6"12 _'i P"
TYP) 1'6"12
2'6"12 {2'6'12 2'6"12 2'6"12 1 2'6"12
1X3 =3X10 =3X4 =3X6 aW=3X4 =4X10 =4X6 aIX3
A B C D E F G H I J K L M
1X3 =3X10 03X4 =3X4 =4X10 w4X10 w4X6
a 3X6 = W=H0312
Loading Criteria (ps0 Wind Criteria
TCLL 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 000 Enclosure: NA
BCDL: 5.00 Category NA
EXP. NA
Des Ld: 55.00 Mean Height. NA it
NCBCLL: 10.00 TCDL: NA psf
Soft: 2.00 BCDL: NA psl
Load Duration: 1 00 MWFRS Parallel Dist: NA
Spacing 24 0 " C&C Dist a NA it
Loc from endwall: NA
I: NA GCpi NA
Wind Duration: NA
Lumber
Top chord 4x2 SP 02 Dense :T2 4x2 SP 01 Dense:
Bot chord 4x2 SP 01 Dense
Webs 4x2 SP 03
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL: 0 44" DL: 0 45". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Negative reaction(s) of -6260 MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up
20'S"
24'3"
3'10" —
Snow Criteria (Pg.PI in PSF) DBflICS1 Criteria Maximum Reactions (Ibs)
Fig: NA Cl. NA CAT: NA PP Deflection in loc Udell L/a Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.439 E 551 360 V 1002 1. / • / - / - 17.3
Lu: NA Cs: NA VERT(TL). 0.790 E 401 240 p 2109 /- I • /- / • 3.5
Snow Duration' NA HORZ(LL) 0.056 B 0 27 1626 / • I- / • 3.5
HORZ(TL): 0.077 B V Min Brg Width Reg = 1.5
Code I Misc Criteria Creep Factor: 2.0 P Min Brg Width Req = 1.5
Bldg Code. FBC 2017 RES Max TC CSI: 0.817 0 Min Brg Width Reg = 1.5
TPI Std: 2014 Max BC CSI: 0.805 Bearings V, P. & 0 are a rigid surface.
Rep Factors Used: Yes Max Web CSI 0 911
Members not listed have forces less than 3750
FTIRT:12(0)I10(0)
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s) Chords Tens.Comp. Chords Tens Comp
WAVE, HS VIEW Ver: 17.02.01A.1114 21
B- C 0- 3020 G- H 0 •2008
C- D 0- 3020 H- 1 0 •2038
D- E 0- 3589 I- J 0 •2038
E-F 0.3590 J-K 1910 0
F•G 0.3576 K•L 1910 0
moo: J•@
R
COA a' CONAI• EN •,
Mpprl
04/24/2019
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
V• U 1789 0 S- R 3590 0
U-T 3591 0 R-O 3128 0
T- S 3591 0 P- 0 0 - 569
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
V-B 0-1966 G-O 0 -1205
B-U 1361 0 O-J 1913 0
U-D 0 -631 J-P 0 -2447
D- S 381 -283 P- L 0 -1580
R-G 774 0 L-O B81 0
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing, and bracin . Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an 0 SBCA) fo'r safety practices prior to perto ming these functions. Installers shall provide lemporarY _
bracin uer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom &hord shall have a grope y
attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details. unless noted otherwise. Refer to A LPI N Edrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuildinQqComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ,r, ,,ig.,,,,,
truss in conformance with ANSI ITPI 1, or for handling, shipping, installation and bracing of IrussesA seal on this drawing or cover page , , 13723 Riverpon DrivelistingthisdrawingindicatesacceptanceofproTessionalengineeringresponsibilitysolelyforthedesignshown. The suiCabilityanduseofthisdrawing, for any structure is the responsibility of the Building Desigrier per ANSIITPI 1 Sec.2. Suite 200
For more mrormobon see this job's aentrol notes page •nd these web silos_ ALPINE www olpinmt_w com TPI www Ipinst org, SBCA. www.sbcinduslryxvni, ICC. www.rccsale.org Maryland Heights. MO 6304
Job Number: 20523
I Ply: 1 I
SEON: 562252 / T22 I SY42
I
Cusl. RR408 JRef IWKJ4080009
77413 - B -David Weekley Homes Oly 1 FROM CH DrwNo: 114.19A M.21606
Truss Label. F03A SN I DF 0424/2019
1'S"8 24'3"
1'S"8 22'9"8
TYP)
3X4 = 3X4
1XA3 =W=LX4 a T 3
1X3 =3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 =3X4
IU 1X3 = W=3X4
Loading Criteria (ps0 Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 1000 Speed: NA mph
BCLL. 0.00 Enclosure: NA
BCDL. 5.00 Category: NA
EXP• NA
Des Ld. 5500 Mean Height: NA it
NCBCLL: 10.00 TCDL NA psf
Soft: 2.00 BCDL: NA psi
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a, NA it
Loc from endwall: NA
I. NA GCpi. NA
Wind Duration: NA
Top chord 4x2 SP 02 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP 03
Bracing
Sheathing is required for any longiludinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
24'3"
Snow Criteria (Pg,P1 in PSF) DeflICSI Criteria Maximum Reactions (lbs), or •=PLF
Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.000 T 999 360 AO.109 I. / • / • / - 1291
Lu: NA Cs: NA VERT(TL) 0.001 T 999 240 AO Min Brg Width Reg = -
Snow Duration, NA HORZ(LL). 0.000 T Bearing AO is a rigid surface.
HORZ(TL)' 0.000 T
Code / Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 3750
Bldg Code: FBC 2017 RES Max TC CSI: 0.105
TPI Sid: 2014 Max BC CSI: 0.021
Rep Factors Used Yes Max Web CSI 0 033
FT/RT:20(0)/10(0)
Plate Type(s),
WAVE VIEW Ver. 17.02.01A.1114.21
H • `&0
1Y y,i
SCE s •.•<
o. 708 1
coA a ONAI. EN ,,
rta.rrtw`r
04/24/2019
S ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component gg fety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any
watlachetlri9idceilmLocationsshownforpermanentlateralrestraintofwebsshallhavebran inslalled per BCSI sections 03, 87 or 910,
as applicable. App y plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise kefer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuildiniqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the y rw Qyq
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA eal on thi$ drawing or cover pagge , , 13723 Rrverporl Drivelistingthisdrawing, indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suiCability 1372
200anduseofthist7rawingforanystructureisRteresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite
For more inrormabon see thisjob's neneial notes page and these web srlev ALPINE www.al 'neetw com TPI. —.1ponSioni. SBCA www.sbcendusl .com ICC. www.icrsafe org Maryland Heights, MO 6304
Job Numbor: 20523 Ply: 1 SEON: 562253 / T26 / SY42 Cusl: RR408 JRef: 1WKJ40800p9
77413 - B -David Weekley Homes Oly. 5 FROM: CH DrwNo 114 19.1112 21778
Truss Label: F04 KM / OF 0424/2019
r
9'6" + 11'0"12 20'6"12
9'6" 1'6"1'2' 916"
1612
TT —'I I —'i F-- 2'6"12 --I
TYP)
I
1'6"12
I-- 2'6"1z --{-- r6"1z --{ I ---I I-- 26"12
1X3 =4X8 =3X4 =3X4 =W=3X4 =-4X8 =1X3
A B C D E F G H I J K
T .—.
v t
S R O P 0 N M
1X3 =4X10 =3X4 .3X4 -4X10 =-3XB
4X6 = W=3X4
Loading Criteria (pso
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1 00
Spacing. 24.0 "
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category. NA
EXP: NA
Mean Height, NA it
TCDL. NA psf
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 02 SP 01 Dense :T2 4x2 SP #2 Dense:
Bot chord 4x2 SP #1 Dense
Webs 4x2 SP 03
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL. 0 46" DL. 0.41" See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations
Truss must be installed as shown with lop chord up.
20'6"12
I
Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Cl: NA CAT: NA PP Deflection in Ioc Uden L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce NA VERT(LL) 0 463 F 520 360 S 1117 /. /_ I- /_ 17.3
Lu.NA Cs NA VERT(TL) 0811 F 378 240 M 1118 /. /. /- /- 13.5
Snow Duration: NA HORZ(LL). 0.059 M - S Min Brg Width Req = 1.5
HORZ(TL): 0.081 M M Min Brg Width Req = 1 5
Code I Misc Criteria Creep Factor: 2.0 Bearings S & M are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.464
TPI Sid: 2014 Max BC CSI 0.773 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.777 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp. FT/RT-12(0)/10(0)
Plate Type(s): B- C 0 •3498 F- G 0- 4538
WAVE VIEW Ver: 17.02.01A.1114.21 C - D 0 -3495 G - H 0 -3498
D- E 0- 4538 H- 1 0- 3498
E- F 0 -4546 I- J 0- 3498
je,'
3"%;e•GE S
No. Z08 1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
S- R 2023 0 P- 0 4546 0
R- O 2023 0 O- N 4321 0
O- P 4321 0 N- M 2023 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
S- B 0 -2247 O- G 613 -136
B-O 1631 0 G-N 0 -910
O-D 0 -910 N -J 1630 0
D-P 613 -136 J-M 0 -2248
ot S T O s
coA tNA1.
litax Ion
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reCuire extreme care in labricatin , handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentggfetyInformation, by TPI an SBCA) toi safety practices pnor to performing these functions Installers shall provide temporary
bracing per BSI Unless noted olherwise.lop chord shall have properly attached structural sheathing and bottom hord shall have a pro y
attached rigid ceiling Locations shown lorpermanenl lateral restraint of webs shall have bra ingg installed per BC I sections B3. B7 or 810.
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails. unless noted otherwise. kefer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division o11TW BuildinQQComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .,.MCO
truss in conformance with ANSI 1, or for handling shlpping, installation and bracing of IrussesA sseal on lhi* drawing or cover pagge , , 2400 Lake Orange Dr. lisling this drawing indicates acceptance of 0 essional engineering responsibility solely for the design shown. The suitability
and use of this r7iawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2, Suite 150
For more information see this jobs general notes page and these web sites ALPINE www al inerlw com TPI: www tponst or • SBCA• www sbandusl com. ICC* www ecesele org Orlando FL. 32837
Job Number: 20523 Ply 1 SEON. 542185 / T20 I SY42 Cust RR408 JRel. 1WKJ408ODD9
7413 - B -David Weekley Homes Dry. 7 FROM: CH DrwNo 114.19.1112.21855
Truss Label: F05 SSB I FV 0412412019
12.3'4 20.3"4
10.6" }' 19..4 8'
f'— 2,6"
TYP)
I I-- r6"1 z --{-- 2-6"1 z --{-- 2•6"12 ---{ i"- z's• 12 --}-- 2•6-1 z
1112X4 W=3X4
1X3 =3X4 1112X4 a4X6 1112X4 3X4 III2X4 a3X6 U12X4
A B C D E F G H I J
T .—.
a
i PIP 9.4"
O P F19 0 N M L K
3X6 a3X8 a3X6 1112X4 3X8 s3X6
W=3X4
5.3"4 15'
Loading Criteria (pso
TCLL: 4000
TCDL: 10.00
BCLL 000
BCDL 5.00
Des Ld 55.Oo
NCBCLL' 10.00
Soft: 200
Load Duration: 1 00
Spacing: 24.0 "
Wind Criteria
Wind Std NA
Speed. NA mph
Enclosure. NA
Category: NA
EXP: NA
Mean Height: NA It
TCDL: NA psf
BCDL. NA psf
MWFRS Parallel Dist. NA
C&C Dist a: NA It
Loc. from endwall. NA
I: NA GCpr NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Boll chord 4x2 SP #2 Dense :B2 4x2 SP 41 Dense:
Webs 4x2 SP 93
Hangers I Ties
J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL 0 26" DL: 0 31". See detail
DEFLCAMBID14for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
20'3"4 i
Snow Criteria (P9.PI in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LI# Loc R / U I Rw / Rh / RL / W
Pf: NA Ce NA VERT(LL): 0.257 M 686 360 0 282 165 I . / - /. / 3.5
Lu: NA Cs: NA VERT(TL). 0 504 F 502 240 0 1229 /. I. /. /- /8.0
Snow Duration' NA HORZ(LL).0.021 K K 803 /- I. /. /. I.
HORZ(TL): 0 028 K O Min Brg Width Reg = 1.5
Code I Misc Criteria Creep Factor 2.0 O Min Brg Width Reg = 1 5
Bldg Code: FBC 2017 RES Max TC CSI 0.863 K Min Brg Width Reg = -
TPI Sid: 2014 Max BC CSI: 0.863 Bearings 0 d 0 are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0.528 Members not listed have tortes less than 375#
FT/RT:12(0)110(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp
WAVE VIEW Ver: 17.02 01A 1115.21
B-C 549 •23 F•G 0 -2151
C-D 549 -23 G-H 0 -2151
D-E 0 -2095 H-1 0 -2151
E . F 0 - 2113
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
O-N 1108 0 M-L 2118 0
N-M 2113 0 L-K 1345 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-O 0 -617 L-I 891 0
O-D 0.1605 I-K 0 -1497
I)11111NIIIWlrlhlrr!!'
r'
D - N 1108 0
6
Ntn_ 7.08 1 _
S T O
C 0 A W,1 0NAI. E ,••
11U1*
04/24/2019
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
es require extreme care in fabricating, handlingfoshipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building onentggfelyInformation, byY TPI an SBCA) h saty practices poor to performing these functions. Installers shall provide temperarrYy 1
per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a pro efly 1e0
riggid telling Lowlions shown forDermanenl lateral restraint of webs shall have bracingg installed per SCSI sections 83, 87 or 10, plicable.
Apply tales to each lace of Truss and position as shown above and on the JoinfDetalls, unless noted otherwise. Refer to ALPINE ngs160A-Z for s andard plate positions. a
division of ITW BuildinQqComponents Group Inc shall not be responsible for any deviation from this drawing.any failure to build the ,,,,,,,,;Q,v,,,, Iri
conformance with AN51lTPI 1, or for handling, shippin, Installation and bracing of trussesA Seat on this drawing or cover page 6750 Forum Drive g
this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the desi n shown. The sui ability Su4e 305 useofthisthawingforanystructureistheresponsibilityofthe9uildingDesignerperANSIITPI1Sec.2. re
mlormaaon see this' e's eneral notes a s and These web sites ALPINE www al ne M comTPI' www I 'nsl or 'SBCA. www.abandual tom ICC: www rcaale o Orlando FL, 32t121
Job Number: 20523
I Ply I
SEON. 542195 / T30 / SY42
I
Cust: R R408 JRef I J4080009
f7413 - B -David Weekley Homes Oy: 1 FROM: CH DrwNo: 114.19.1112.21856
Truss Label: F05A SSB / FV 0424/2019
17 4 207 4
174 19,
3X4
1X3
A
91,1091,10
1'4"
TYP)
W=3X4 =3X4
N R
3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 =3X4
W=3X4 1111X3
1 207'4 - I
Loading Criteria (psq Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 1000 Speed NA mph
BCLL- 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des ld: 55.00
EXP: NA
NCBCLL 10 00
Mean Height. NA It
TCDL: NA psf
Soft: 200 BCDL: NA psi
Load Duration: 1.00 MWFRS Parallel Dist. NA
Spacing 24.0CdC Dist a NA it Loc.
from endwall: NA I:
NA GCpr NA Wind
Duration: NA Lumber
Top
chord 4x2 SP 02 Dense Bot
chord 02 SP #2 Dense Webs
4x2 SP #3 Bracing
Sheathing
is required for any longitudinal(drag) forces.
All connections to be designed by the building designer.
Plating
Notes All
plates are 2X4 except as noted. Additional
Notes See
detail STRBRIBRI014 for bracing and bridging recommendations.
Truss
must be installed as shown with top chord up. Snow
Criteria (Pg,Pt in PSF) Detl1CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg.
NA Cf. NA CAT, NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL / W Pf:
NA Ce: NA VERT(LL): 0.000 R 999 360 AJ-109 I • I • I. l • / 243 Lu.
NA Cs: NA VERT(TL)- 0.000 R 999 240 AJ Min Brg Width Req = - Snow
Duration. NA HORZ(LL). -0 000 S - Bearing AJ is a rigid surface HORZ(
TL): 0.000 S Code
I Misc Criteria Creep Factor- 2.0 Members not listed have forces less than 3750 Bldg
Code: FBC 2017 RES Max TC CSI 0 086 TPI
Sid, 2014 Max BC CSI• 0 019 Rep
Factors Used: Yes Max Web CSI 0.032 FT/
RT:20(0)110(0) Plate
Type(s). WAVE
VIEW Ver: 17.02.01A.1115.21 a
t v F 9 ••, . ,,•:
X,
oicoA
a'6 = 060 04/
24/2019 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fabricating, handling shipping, installing and bracing . Refer to and follow the latest edition of BCSI (Building ComponentggfetyInformation, by TPI and SBCA) lo'r safe) practices prior to performing these functions Installers shall provide temporary bract
ng per BSI. Unless noted olherwlse,top chord shall hove property attached structural sheathingg and bottom chord shall have a prope attachedenidtellingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10y as
applicable. Apply ptales to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW Buildinf omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Iruss
in conformance with ANS1lf 1 1, or for handling, shipping, installalion and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drive listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 305 anduseofthisdrawingforanystructureis [he responsibility of the Building Designer per ANSIITPI 1 Sec.2. Orlando
FL. 3282t Formoreinformationseethisob's eneral notes page and these web sites. ALPINE. www.alpneMr com. TPI: www 1I org; SBCA: www sbc,ndustry.com, ICC: www.imsale on;
Job Number: 20523 Ply 1 SEON: 390891 / T36 I SY42 Cusl: RR408 JRef: 1WKJ40MM
7413 - B -David Weekley Homes Oty 1 FROM: CH DrwNo, 114.19.1112.21840
Truss Label: F06 SSB / DF 04/2412019 1'S"8 19'
2"8 1'S"8 17,
9" T :- M. 1'4„
1!
1'
4" TYP) 1112X4
3X4 1112X4
1112X4
1112X4
III2X4 III2X4 III2X4 1112X4 III2X4 III2X4 III2X4 III2X4 1112X4 1112X4 = 3X4 A P 1. Z
0 03101010101L
101 HOME
Loading Criteria (psp Wind
Criteria TCLL: 40.00 Wind
Std: NA TCDL: 1000 Speed: NA
mph BCLL 0.00 Enclosure:
NA BCDL: 5.00 Category
NA EXP' NA Des Ld'
5500 Mean
Height NA It NCBCLL: 10.00 TCDL:
NA psf Soffit: 2.00 BCDL
NA psf Load Duration: 1.00
MWFRS Parallel Dist: NA Spacing: 24.0 " C8C
Dist a: NA It Loc. from endwall: NA
I NA GCpi: NA
Wind Duration: NA Top
chord 4x2 SP
02 Dense Bot chord 4x2 SP
92 Dense Webs 4x2 SP 03
Plating Notes All plates
are 1X3
except as noted Additional Notes See detail
STRBRIBRIO14 for
bracing and bridging recommendations. Webs are square
cut
except dill diagonals or as otherwise shown. Truss must
be installed
as shown with top chord up. Snow Criteria (Pp,P1
in PSF) DefIICSI Criteria Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA
CAT: NA PP Deflection in loc L/deg L/fl Loc R I U / Rw / Rh / RL / W Pf NA Ce: NA
VERT(LL): 0.000 P 999 360 AG-109 / - I- / - 1- / 223 Lu: NA Cs. NA
VERT(TL): 0 001 P 999 240 R 57 / - / - / - / - 17.3 Snow Duration' NA HORZ(
LL).-0.000 R - AG Min Brg Width Reg = - HORZ(TL): 0 000
R R Min Brg Width Reg = 1.5 Code I Misc Criteria
Creep Factor 2.0 Bearings AG 8 R are a rigid surface. Bldg Code' FBC 2017
RES Max TIC CSI. 0.105 TPI Std: 2014 Max
BC CSI: 0,021 Members not listed have forces less than 375/1 Rep Factors Used Yes
Max Web CSI: 0.033 FT/RT:20(0)/
10(0) Plate Type(s): WAVE
VIEW Ver: 17.
02.01A 1114 21 3y; 'a-AGE SF •'• --.
a o. 708 1
II
S T O
con
ONAI eMOq„p,
tetel 04/
24/2019 WARNING"
READ AND FOLLOW
ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUQING THE INSTALLERS Trusses require extreme care
in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component gg fely Information, by TPI and SBCA) for safely practices prior to performing these functions. Installers shall provide temporary brawn per B SI.
Unless noted olherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a prolpe y altachod ri9id ceiling Locations
shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections 83, 87 or 810, as applicable Apply plates
to each face of truss and position as shown above and on the Join Details, unless noted otherwise or to A LPI
N
E
drawings 160A-Z forstandardplatepositionsAlpine, a division of
ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with
ANSI/ PI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page , , 6750 Forum Drive listing this drawing, indicates
acceptance of pro essiona engineering responsibility solely for the design shown. The sul ability Suite 305 and use of thist7rawingforanystructureistheresponsibilityoftheBuildingDesigrYerperANSI/TPI 1 Sec.2. For more Intormaeon see
this job's general notes page and these web saes ALPINE www.al 'nenw.com, TPI. www.t nst.or w SBCA. www sbondustry coin ICC. www iccsale Dra Orlando FL. 328211
Job Number: 20523 Ply 1 SEON: 562255 / T35 I SY42 I
Cusl: RR408 JRef• IWKJ4080M
7413 - B -David Weekley Homes Dry. 1 FROM CH DrwNo 114 19.1112.21497
Truss Label: F07 I I SN / DF 13412412019
Loading Criteria (ps0
TCLL' 40.00
TCDL: 10.00
SCLL: 000
BCDL: Soo
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing 24.0'
T
1'4" 1 VY
114" 10,11,
1.412 —}— 1'4" --
NP)
3X4
A J
S
3X4
Wind Criteria
Wind Sid. NA
Speed NA mph
Enclosure: NA
Category: NA
EXP. NA
Mean Height: NA ft
TCDL. NA psf
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a NA It
Loc. from endwall: NA
I NA GCpi NA
Wind Duration: NA
Lumber
Top chord 4x2 SP 02 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP 03
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
Snow Criteria ft.Pf rn PSF) Def11CSl Criteria • Maximum Reactions (lbs), or •=PLF
Pa: NA Ct NA CAT' NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce' NA VERT(LL): 0.000 B 999 360 T• 110 / - / - I -
Lu NA Cs: NA VERT(TL): 0.000 B 999 240 T Min Brg Width Req = -
Snow Duration: NA HORZ(LL): -0.000 B - Bearing T is a rigid surface.
HORZ(TL)' 0 000 B -
1137
Code I Misc Criteria Creep Factor' 2 0 Members not listed have forces less than 375#
Bldg Code' FBC 2017 RES Max TC CSI: 0.119
TPI Sid: 2014 Max BC CSI: 0.028
Rep Factors Used. Yes Max Web CSI: 0 036
FTIRT.20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver 17.02 01 A. 111114.21
N.
l o. 7.08 1
Or
o ;• S T C •: Q
1
C 0 A ONAL EN ,
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentfetyInformation, byY TPI anSBCA) oh safety practices poor to performing These functions Installers shall provide lemporarY bracng
per SI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom 4herd shall have a properly attached
rigid cedmp Locations shown for permanent lateral restrain) of webs shall have bravingg installed per SCSI sections B3, B7 or 10, as
applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDelails, unless noted otherwise Refer to A
1411116111,..,
LPI
N E drawings160A•Z for standard plate posdions Alpine,
a division of ITW Buildin3Components Group Inc shall not be responsible Tor any deviation from this drawing,any failure to build the .„„„,,,,, TrussinconformancewithANSIgPl1, or for handling shippm, installation and bracing of IrussesA eat on lhi; drawing or cover page , , 13723 Rrverpon Drive listing
this drawing indicates acceptance of pro essiona engineering responsibility solely or the design shown. The sui ability Suite 200 anduseofthisthawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For
more rnlormaaon sss ihrs'oe'a enarai notes a s and Itres• web sues. ALPINE. viww al 'nerlw coin TPI: www i ns) or SBCA. wvrw sean0usi coin iCC• vrww rccsal0 Dig Maryland Heights. MO 6304
Job Number: 20523
I Ply: 1 I
SEON: 562256 / T33 / SY42
I
Cust: RR408 JRet: 1WKJ4080009
7413 - B -David Weekley Homes Oty. 2 FROM: CH DrwNo 114.19.1112 21528
Truss Label: FOB SN / OF 04242019
Loading Criteria (ps0
TCLL 40.00
TCDL: 10.00
BCLL: 0.00
BCDL. 5.00
Des Ld. 55.00
NCBCLL: 10 00
Soffit 2.00
Load Duration: 1 00
Spacing: 24.0'
5'4" 8 T 4 127"12
V 8 1'10"12 5'4"8
2.6„ —}-_ 2'6„12 _-{ _ 2'6„12
TYP)
1111 X3
1X3 =3X6 1111X3 1111X3 =3X6 1112X4
A B C D E F
1X3 =
4AM =JA-# =4AD
3X4
Wind Criteria
Wind Std: NA
Speed, NA mph
Enclosure NA
Category: NA
EXP NA
Mean Height: NA It
TCDL: NA pal
BCDL: NA psi
MWFRS Parallel Dist. NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord 4x2 SP 02 Dense
Sot chord 4x2 SP 02 Dense
Webs 4x2 SP #3
Hangers I Ties
J) Hanger Support Required, by others
Additional Notes
2x6 continuous strongback. See detail
STRBRIBRIO14 for bracing and bridging
recommendations
Truss must be installed as shown with top chord up
12712
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl L/X Loc R / U / Rw / Rh / RL / W
Pf: NA Ce- NA VERT(LL): 0.110 D 999 360 J 682 1. l • I • I - l 7.3
Lu: NA Cs: NA VERT(TL): 0.253 C 805 240 G 696 / - / - / - / - / -
Snow Duration, NA HORZ(LL): 0.019 B - J Min Brg Width Req = 1.5
HORZ(TL) 0 032 B G Min Brg Width Rep = -
Code I Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.526
TPI Std 2014 Max BC CSI: 0.598 Members not listed have forces less than 3759
Rep Factors Used. Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0)
Plate Type(s) I B- C 0 -1654 D- E 0 -1654
WAVE VIEW Ver: 17 02 01A.1114 21 C - D 0 -1666
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J-1 1126 0 H-G 1125 0
I - H 1666 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp
J-8 0.1252 H-E 658 0
B-I 658 0 E-G 0 -1253
ryy<
i
o. 708 1
at S T O :Q
COA 0`Sj% NA w N ••'
04/24/2019
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in abricating, handlm shipping, installing and bracing. Refer to and follow the latest edilton of SCSI (Budding1ggafetyInformation, by TPI and SBCA) for sagely practices prior to performing these functions. Installers shall Drowde t mporarY
r BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathmp and bottom herd shall hav a properyrly
id ceilingg Locations shown forDermanent lateral restraint of webs shall have bracingy installed per BCS 1 sections 83. 7 or 810, i a Apo v plates to each face of truss and position as shown above and on the Join Details. unless not otherwise keler to
iqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
rfPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page
acceptance of professional engineeringg responsibility solely for the desi n shown. The sui ability
any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 S c.2.
ALPINE
13723 Riverpon Drive
Suite 200
Maryland Heights, MO 6304',
Job Number: 20523 Ply 1 SEON 562257 / T25 I SY42 Cust RR408 JRef 1WKJ4080009
77413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 114 19.1112.21700
Truss Label: F09 I I I SN / DF 0424MO19
Loading Criteria (ps0
TCLL' 40.00
TCDL: 10.00
BCLL: 000
BCDL: 5.00
Des Ld: 5500
NCBCLL: 10.00
Soffit. 2,00
Load Duration: 1 00
Spacing: 24 0 "
1'3"12 6'9"4
1'3"12 5'5"8
11" --1-- 1'4" —{
TYP)
a 3X4
A F
T
1 L
G
K
w 3X4
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP. NA
Mean Height: NA n
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Sol chord 4x2 SP 02 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pt in PSF)
Fig: NA Ct' NA CAT. NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std 2014
Rep Factors Used: Yes
FTIRT•20(0)/10(0)
Plate Type(s):
WAVE
6'9"4
I
Den/CSI Criteria
PP Deflection in loc Uden L/#
VERT(LL) 0.000 F 999 360
VERT(TL): 0.001 F 999 240
HORZ(LL):-0.000 B - -
HORZ(TL)' 0 000 B
Creep Factor: 2.0
Max TC CSI. 0.117
Max BC CSI: 0.028
Max Web CSI: 0.035
VIEW Ver: 17.02.01A.1114.21
y
P•,•......
o. 7.08 1
Maximum Reactions (Ibs), or •=PLF
Loc R /U /Rw /Rh /RL /W
L 53 /- /- I- I- /60
L' 102 /- /- /- I. /72.5
G 61 /- /- /- I - 12.8
L Min Brg Width Reg = 1 5
L Min Brg Width Req = -
G Min Brg Width Reg = 1.5
Bearings L. L. 6 G are a rigid surface
Members not listed have forces less than 375#
oE SX; T O .'f
It"t
qjc,1 °61
CoA a ss ONAL tiN1+``i0'
sIeffelltsin
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, handlin shipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an 0 SBCA) for safely practices prior to performing these functions. Installers shall provide temporarybracmperCSI., Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a prol2e y
attached rig9id ceilin Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3. B7 or B10,
as applicable Appty plates to each face of truss and position as shown above and on the JolnfDetails. unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BulldiniqComponents Group Inc., shall not be responsible for any deviation from this drawing.any failure to build the ,,,;w,f
truss in conformance with ANSI FitPl 1, or for handling. shipping, installation and bracing of trussesA seal on this drawing or cover page , , 13723 Riverpon Drive
listing this drawing indicates acceptance of pro) essionar engineering responsibility solely for the deli n shown. The suifabilltyanduseofthisDrawingforanystructureisfheresponsibilityofthe9uildingDesigiferperANSI/TPI 1 Sec.2. Suite 20D
For more information see Ihis'ob's general notes page and these web sties ALPINE www alprnertw com, TPI, www Ipinst.org, SBCA. www.sbrAndustry.com, ICC: www unsafe org - Maryland Heights, MO 63D4
Job Number: 20523 Ply 1 SEON: 562258 / T27 / SY42 Cust' RR408 JRel: 1WKJ4080009
7413 - B -David Weekley Homes Oty. 1 FROM CH DrwNo 114 191112 21560 Truss
Labol: F10 SN I DF 0412412019 1'
S"8 4'6" 12 VY8
3,1"4 1'
4"12 ---}--'I'4" -- TYP)
3X4
A
E v
1
F
I
3X4
4'
6" 12 Loading
Criteria (psq Wind Criteria Snow Criteria (Pg,Pi in PSF) DefIICSI Criteria Maximum Reactions (lbs), or'=PLF TCLL:
40.00 Wind Sid: NA Pg NA Cl: NA CAT: NA PP Deflection in loc Vden LI# Loc R / U / Rw / Rh / RL / W TCDL.
1000 Speed. NA mph PI: NA Ce: NA VERT(LL): 0.000 B 999 360 J 62 / - / • / - / - 17.3 BCLL:
0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0.000 B 999 240 J• 108 I. /- / • I. I47.5 BCDL:
5.00 Category: NA Snow Duration. NA HORZ(LL).-0.000 B - J Min Brg Width Reg = 1.5 Des
Ld' 55.00 EXP:
NA Mean
Height: NA It Code 0.
000 B - - J Min Brg Width Rep = - NCBCLL:
10.00 Code I Misc Criteria Creep Factor: 2.0 Bearings J 3 J are a rigid surface. TCDL:
NA psf Soffit:
2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.103 Load
Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid, 2014 Max SC CSI. 0.021 Members not listed have forces less than 375# Spacing:
24.0 " CdC Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.024 Loc.
from endwall. NA FTIRT 20(0)I10(0) 1:
NA GCpr NA Plate Type(s)' Wind
Duration: NA WAVE VIEW Ver• 17 02 01A.1114.21 Top
chord 4x2 SP 92 Dense Bot
chord 4x2 SP 02 Dense Webs
4x2 SP 03 Plating
Notes All
plates are 1X3 except as noted Additional
Notes Truss
must be installed as shown with top chord up. 04/
24/2019 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
rerluire extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component
S fety Information, by TPI an e SBCA) for safety praclices prior to performing these functions Installers shall provide temporary bracingper9SIUnlessnotedolherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a pro eny Ilache0rigidceilingLoralion$ shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83. 87 or 910. as
applicable. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise kefer to OakALPINE . drawings160A-Z for standard plate positions. Alpine,
a division of ITW Buildin4gComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss
in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA sseal on this drawing or cover page , . 13723 Riverpon Drive listingthisdrawinindicatesacceptanceofprofessionalengineeringresponsibilitysolely (or the desi n shown. The suiCability and
use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For
more rnlormsuon see this job's general noles page and these web sires' ALPINE, —t aipinertw com: TPI www Ipinst org; SBCA: —t sbcindustry cum, ICC. www.rcessle org Maryland Heights, MO 6304:
Job Number: 20523
I Ply. 1 I
SEON. 562259 / T31 I SY42
I
Cust: RR408 JRef 1WKJ4080009
17413 - B -David Weekley Homes Oly: 1 FROM: CH DrwNo: 114 19.1112.Y1561
Truss Label: F1I SN / OF 041241201g
Loading Criteria (psn Wind Criteria
TCLL: 4000 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL 0.00 Enclosure: NA
BCDL 5.00 Category: NA
Des Ld. 55.00
EXP: NA
Mean Height: NA it
NCBCLL .00 TCDL: NA psl
Soffit: 200 BCDL: NA psf
Load Duration 1.00 MWFRS Parallel Dist' NA
Spacing 24.0 C&C Dist a' NA it
Loc from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP 02 Dense
Bot chord 4x2 SP 02 Dense
Webs 4x2 SP #3
Special Loads
Lumber Dur.Fac.=1 00/ Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.0010 100 Plf at 400
BC: From 170 plf al 0.00 to 170 plf at 4.00
Additional Notes
Truss must be installed as shown with top chord up
F3'+ - 1'9" _ r9n _43 i
1112X4 = 3X4 1112X4
A B C
4
Snow Criteria ft,Pf in PSF) DefIICSI Criteria Maximum Reactions (Ibs)
Pg: NA , Ct. NA CAT: NA PP Deflection in loc Uden L/# Loc R / U I Rw / Rh / RL W
PI: NA Ce: NA VERT(LL). 0 012 E 999 360 F 540 / - / - / - / - 3.5
Lu NA Cs: NA VERT(TL) 0023 E 999 240 D 540 /- /- /- /- 3.5
Snow Duration. NA HORZ(LL). 0.001 0 - - F Min Brg Width Reg = 1.5
HORZ(TL): 0.002 D D Min Brg Width Reg = 1.5
Code I Misc Criteria Creep Factor: 2.0 Bearings F d D are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.186
TPI Sid: 2014 Max BC CSI 0 436 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.168 Maximum Bot Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp
Plate Type(s) F- E 396 0 E- D 396 0
WAVE VIEW Ver. 17.02.01A 1114.21
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F- B 0- 490 B- D 0 - 490
con"WF`rs GNAI.
1flr so 1;010
04/24/2019
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentgfetyInformation, by TPI and SBCA) for safely practices prior to performing these functions. Installers shall provide temporary
bracing per B8SI Unless noted o herwise.lop chord shall have properly attached structural sheathing and bottom chord shall have a proper)
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 8I .
as applicable. Apply plates to each face or truss and position as shown above and on the Joint"Delails, unless noted otherwise. Refer to
ALPINEdrawings16OA-Z for sandard plate positions.
Alpine, a division of ITW BuildimgComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI 1, or for handling, shipping, installalion and bracing of irussesA Seal on this drawing or cover page , 13723 Riverpon Drivelistingthisdrawingindicatesacceftanceofrolessionatengineeringresponsibilitysolely (or the design shown. The suiCability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 200
For more inrormabon see this job's general notes page and these web sites ALPINE www al nmtw com. TPI. www.l mst.or w SBCA www.sbcmdusl com• ICC www e;esafe or Maryland Heights, MO 6304
Job Numbor: 20523 I
PI1 I
SEON:
562261 I T32 I SY42 I
Cusl:
RR408 JRef 1WKJ4DSD009 17413 -
B -David Weekley Homes OI : 1 FROM: CH DrwNo, 114 19 1112 21764 Truss
Label: F12 KM / OF 04/2412019 3'+-
TYP)
W
1113X6
1113X6 1113X6 A
B C Loading
Criteria (ps0 Wind Criteria TCLL:
40.00 Wind Sid. NA TCDL:
10.00 Speed NA mph BCLL:
0.00 Enclosure: NA BCDL.
5.00 Category: NA EXP:
NA Des
Ld. 55.00 Mean Height- NA It NCBCLL,
10.00 TCDL NA psl Soft:
2.00 BCDL: NA psf Load
Duration: 1 00 MWFRS Parallel Dist: NA Spacing:
24.0 " C&C Dist a: NA R Loc.
from endwall: NA I:
NA GCpr NA Wind
Duration: NA Top
chord 4x2 SP 01 Dense :T2 4x2 SP 02 Dense: Sot
chord 4x2 SP 02 Dense Webs
4x2 SP 03 Special
Loads Lumber
Our Fac.=1.00I Plate Dur.Fac.=1.00) TC:
From 50 pit at 0.00 to 50 pit at 3.71 SC:
From 5 plf at 0.00 to 5 pit at 371 TC:
696 lb Conc. Load at 0 73, 2 73 Hangers
I Ties J)
Hanger Support Required, by others Additional
Notes Truss
must be installed as shown with top chord up. 3'
8" 8 Snow
Criteria (Pg,Pf in PSF) Pg,
NA Cl: NA CAT: Nf Pf:
NA Ce: NA Lu:
NA Cs: NA Snow
Duration: NA Code
I Misc Criteria Bldg
Code: FBC 2017 RES TPI
Sid. 2014 Rep
Factors Used Yes FT/
RT:12(0)/10(0) Plate
Type(s): WAVE
Defl/
CSI Criteria PP
Deflection in loc Uded LIII VERT(
LL). 0.012 B 999 360 VERT(
TL) 0 021 B 999 240 HORZ(
LL). 0.002 D - - HORZ(
TL): 0 002 D Creep
Factor. 2.0 Max
TC CSI. 0.690 Max
BC CSI: 0.190 Max
Web CSI: 0.154 VIEW
Ver: 17 02 01A.1114 21 AGE
Sic •. o.
7.08 1 o
S T O Q 9
04 .•' 1 ' con
ao iS pNAIL 04/
24/2019 9,
4„ Maximum
Reactions (Ibs) Loc
R I IRw /Rh /RL IW E
852 /- I- /- I- 13.5 D
743 /- /-/- E
Min Brg Width Reg = 1.5 D
Min Brg Width Reg = - Bearing
E is a rigid surface. Members
not listed have forces less than 3759 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. E-
D 542 0 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp A -
E 196 - 679 B - D 0 - 602 E -
B 0 -614 C-D 0 .622 IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gfetyInformation, by TPI and SBCA) for sa shipping, practicesprior to performing these functions Installers shall provide temporary BSI.,
Unless noted oyherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a pro any id
ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, e
ADDIV plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to e,
a division of ITW BuildingqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the in
conformance with ANSI PI 1, or for handling, shipping, installation and bracing of.IrussesA seal on thi; drawing or cover Pape , g
this drawin indicates acceptance of pro-fessronai engineering responsibility solely for the design shown. The suiCabdrly useofthis iawing for any structure is the responsibility of the 9uilding Desigrier per ANSIITPI 1 Sec.2. ALPINE
rm+;
wnv.r 240D
Lake Orange Or Suite
150 Orlando
FL, 32837
CLR Reinf orcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Veb Member Specified CLR Alternative Relnforecement
Size Restraint T- or L- Reinf. Scab Reinf.
20 or 2x4 I row 2x4 1-2x4
2x3 or 2x4 2 rows 2x6 2-2x4
2x6 I row 2x4 1-2x6
2x6 2 rows 2x6 2-2x4010
2xB 1 row 2x6 1-2x8
2xB 2 rows 2x6 2-2x6W
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
010 Center scab on wide face of web. Apply (1) scab to each
Face of web.
T-Reinforcement
Or T-Reinf.
L-Reinforcerlentl or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length.
Scab Reinforcement:
Apply scabs) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length.
H.
Scab
WVAglmM0ea WAD AO rube All WU a M davpJo ` •
TAtiro FMM DIMWAva6 M fill =111ACIM p41mp6 nc DwaWM • i TC LL PSF REF CLR Subst.
Twsrs ralrlcatfp. o. 708 1
DATE 10/01/14
npry .atrane car* f IrnafO. ayhplrp, Mtenv and bredto oral
the wq.t edhb. or Kn cws,o Component safety Infonetbr, by M and SWW ror.arety L PSF
pfanll"elii.`e Mted etlWWtr'ebeftoppavd WWI hatvve pniona opA V attacched shell Wit"`' oh a ~and ho '° r BC DL PSF DRWG BRCLBSUB1014 to shellhereaproperlyattached = cNlq locations shown rm perxnnt lateral ee!! have Kf1
Face shell weftInstalledpersectorW. 17 s sm. as opolewd.. Apply pates to of tws
W psttlon .s anew Hone and on tie ,Joint petals. mess noted othorw S AT 0 % _ BC ILL PSF L51J— bred
to drvwfps ILM-t for stand" pate pdtiara V AN II
N MR%W f Ix any d.rla Alper, aarl.lon o/ ITV dep Canponent. flap Inc shed not be fee 1, tide danyrNrsvtoOuldeJrewefA1KI/1PI 1, for Irr.dfp o TOT.
LD.
PSF 0 11
wrfornance emitorarW"n
Mtauatlan weftor tweee. y 1 • U777R.erpon
Dme A e.a on tlds drerp er osvwrPoo.. defl o thisshe bvs)w otakA and "o M profedaenol v y ..
lay far ttr d.slp. .kad TM s— and is. e1 tMs dr.aefy far arty
wtrtCNe r tiae rvspsrdOty M tin Y/rp pwaprrr M61/19I t s[t DUR. FAC. Swe 100
P- P.rins r /
24/
201 Ma"ndHegMs. MO63M3 non Morretton a.. "do We genera notes pa and the" .a aten Alppo ...Alplelt.
conr Wb .—Apnotarpl MA. ..wa.brietryeyr Ito .w.Assar..r9 SPACING
Commentary:
Camber may be built into trusses to compensate
for the vertical deflection that results from the
application of loads. Providing camber has the
following advantages,
Helps to ensure level ceilings and floors after
dead loads are applied.
Facilitates drainage to avoid ponding on flat or
low slope roofs.
Compensates for different deflection
characteristics between adjacent trusses.
Improves appearance of garage door headers
and other long spans that can appear to 'sag.'
Avoids 'dips' in roof rugelines at the transition
from the gable to adjacent clear span trusses.
Deflection and Camber
In accordance with ANSI/TPI I the Building Designer,
through the Construction Documents, shall provide the
Location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
drainage system. The Building Designer shall also specify
any dead load, live load, and In-service creep deflection
criteria for flat or low -slope roofs subject to ponding
Loads,
The amount of camber is dependent on the truss type,
span, loading, application, etceteras.
More restrictive limits for allowable deflection and
slenderness ratio (L/D) may be required to help
control vibration.
The following tables are provided as guidelines for
limiting deflection and estimating camber. Conditions or
codes may exist that require exceeding these
recommendations, or past experience may warrant using
more stringent limitations.
L = Span of Truss (Inches)
D = Depth of Truss at Deflection Point (inches)
Recommended Truss Deflection Limits
Truss Tvoe La Deflection Limits
Live Load Total Load
Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical)
Trusses
Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical)
Roof Trusses
Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
Truss Type Recommended Camber
Pitched Trusses 1.00 x Deflection from Actual Dead Load
Sloping Parallel 1.5 x Vertical Deflection from
Chord Trusses Actual Dead Load
Floor Trusses (0.25 x Deflection from Live Load) +
Actual Dead Load
Flat Roof Trusses (0,25 x Deflection from Live Load) +
0.5 x Design Dead Load Deflection)
Note, The act L„U,,d load may be considerably less than
the n aZP',Jgad.
wA10mG- KAD NO FU.UW ALL Mn ON "M WAvbo •
sallfMAiff rubm na mvm m ALL Emnacim Dcom s ne DwAlLcml • 708 1 REF DEFLEC/CAMB
T' "a repine e.trens csr. ti I.a.icsttp, ha,isaq,si*ps p. •r't•RRa+O sns p R.rs.tts en.a
FORD. the R.test **Boca of best cD/Rsib =o.rnt s.r.q l..fon+tfon b tPi atr'na SYwT Fs s.r.ty
o. -
DATE 10/01/14
n
cas rote0 oth@ y a tap od r shall nsre property .tt.ehrs struetvvi sir. Rbpncticespriertoperfoiporse1have . Wteuers s/rb ptovide—t daetip'
p Shell Mre . prapeAy .ttaUrO cNe.p Locations shown For penrrrwt later" uD!
Orb nsre lol- Rnttobes per . secthons u. 67 or 6m..s .pplRc.afe, Apply pate. to . r.c.•
r DRWG DEFLCAMB1014
Q OF truss ens po as sho- .bare sns m ttr Jatnt Det.ss, en rioted other .W.
Aerer to s-aow lfi"-z For sta,wrs pate paalor. y A SAT O '
AN TNO MfMNY Alp' Irisbr of iTv urn ea.por.ts Orav 1 r sh.D rot be . pon lh" Far rerr
tw any raWre to ays the truss Rn canfsr+rnee .ite ANW/M L For n'ii»,
4
6 . `
Dr
Mquatsan a ar.CkV or tews.s.
a•
a
N •
uTzz allopon a..e
6uae 200
A seal ow ufs ti w over ustlrq tfu drdr0, e.mtes aecaptu a proFesstar.l
a.yra r.aruRe sOry r s% ae... = amny w - of tw r..p
Dr r„ b •ti .. ....D D.Oorr par AffSf,,,.f f ., ONAL. ENS'
M.ryrM Megms. MO 63043 For nary Wo-o"on see this Jew. 9-1 rotes p. Dr ears town e6 sit..
ALPDO ....•rit..i ,Pp ...1pYertsq, &W.A....aDdnA.s""VI ins .sW="f.a T 1/24/2019
STRDNGBACK BRIDGING RECOMMENDATIONS
BUTT STRDNGBACK
BRIDGING TOGETHER
4'
pr ATTACH SCAB WITH 10d BOX/GUN
4' -0. 2x6 (0.I2B'x3.0') NAILS IN 2 ROWS AT
SCAB fil O.C.
NOTE- IN LIEU OF SPLICING AS SHOWN.
LAP STRDNGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
NOTEt Details 1 and 2
O
2) 10d COMMON (0.148'x3.0') OR
BOX/GUN (0.128'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4
SCAB -ON BLOCK. ATTACH
STRDNGBACK TO BLOCK W/ (3)
10d COMMON (0.148'0.0') NAILS
OR (4)10d BOX/GUN (0.128'x3A') ONAILS.
are the preferred
ATTACH STRDNGBACK TO
vEH W/ (3) 10d COMMON--
0.148'x3') NAILS OR
4) 10d BOX/GUN
ID12B'x3 D') NAILS
attachment methods
O
PEA
BRIDGING
PA M NT
to 1D one required
IC tom'IM(At0111Wof WO
to 0 at etch s)
to
TO
RIo
STRDNGBACK BRIDGING ATTACHMENT ALTERNATIVES
All scab -on blocks shall be a minimum 2x4
stress graded lumber.'
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging is to
develop load sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown in
details, is recommended at 10' -0' o.c. (max.)
op. -The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' Is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each individual truss component. 'Bridging,'
particularly 'strongback bridging' Is a
recommendation for a truss system to help
control vibration. In addition to aiding in the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
bounce' or residual vibration resulting from
moving point Loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information).
H.
as
aaVM111010- KM NO rM1AV ALL MMn a "M WAVDG
D110"Axts nM= n= DRAWM 1D ALL MUMACIM DICAMM RE DWAL • y 't TC LL PSF
O D 1
REF STRDNGBACK
DATE 10/Ol/14
Lj
t_....+Qua •strew can h rab4tatkl& Mandke. eTpp•q, .ugllYp ant era Ra• to WW
cabs th. lat.st •OYon a Rut OVdbV CeMo t SarnY IMerw.tb, `Y 7v1 .r iw rer•.r.tY•
v ctic.d p'tr •rtoPfa Mtu F—bu. tIrotall-0 Cru pwld Yr.Oq na
rot.d ot.w aft., tap cuwrs mull h— prcM I, attecftd abxtwl mra ud r d owl
here a PrapeAY &""hod r4yd coahy Lacetbnd aro.n rw Perw.nent lateral r•stnh I a•oo t.
7. / v L
PSF BC
DL PSF DRWG STRBRIBRIO14 shall
h .. ny tlbWWRd per Rail s•cuens p, 27 er BID. as .0p came. AWY Pl— to face d D
pr 1—se w Posm " 04m aeo.e aim m w .10M 20talls. we.s notes o aIlla. RHrr to
baeYps IWA 2 far staMeN S AT
O ; / BC LL PSF LSIJ AM
ITN03AAMNY
plate poOtlaM
Mpa»...Mtlen
a mr fit. Inc. .tell rot s• r..Psw.le roc an eew TOT. LD. PSF et4s dra.•
p as reiw -cing ofIse. tM buts h cenrarwn[• e1N N61/1P1 4 er r•r a aaa•........... U723 R.
pan Dn a A same.
90 &so* co ear POWQnft We a wIll "=US acceptelce at a I roc a•.'
niX.ta~Y..s tryod'r . w 'w`P, A nn is.et r'a'•'p sS o NG OUR. FAC. 1.00 0 Ma"
nd
Mmyuro NepnD. M062a3 rr aor•
Int—ti- a» tw JW* D•nml rote. p.p• ..W *rae .en dtea. Alyce, ....lp•»
tt can, 7,1. s APavLorp, SKAI *a.afeMua 24RBI SPACING
Gable Stud Reinforcement Detail
ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
On 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
On 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
On 100 main wind sowed. 30' Mean Heloht. Partially Enclosed. Exoasure D. Kzt = 1.00
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
1) 1x4 'L' Brace 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 ' Brace ONL'
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
C
J
U
O
a
U
S P F
flu F
B1 / N2 4' 1' 6' 11' 7' 2' e• 2' e' 6' 9' 9' 10' 2' 12' to' 13' 4' 14' 0' 14' 0'
83 3' 10' 6' 2' 6' 7' e• 1' e' 5' 9' B' to, 0' 12' B' 13' 2' 14' 0' 14' 0'
Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' g' 10, 0' 12, 8' 13' 2' 14' 0' 14' p'
Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10. 0' 11' 0' 11' 10, 14' 0' 14. 0'
S P
D F L
B 1 4. 2' 7. 0' 7. 3' 8' 3' 8. 7' 9. 10' 10. 3' 13' 0' 13. 6' 14' 0' t 4' 0'
g2 4' 1' 6' 111 7' 2' 1 B' 2' e' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 1 14' 0'
g3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e• to, 1' it, 7' 12' 5' 14' D' 14' 0'
Stud 4' 0' 5' 7' 5' 11' 7' 5' 7. 11' 9' 8' to, 11 11' 7' 12, 5' 14' o' 14' 0'
Standard 3' 9' 4' 11' 5' 13' 6' 6' 7. 0' e' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0'
U
i)
w
0J
U
O
S P F
L Ff
Nl / p2 4. 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0'
N3 4. 5' 7' 6' 8. 3' 9' 3' 9. 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 5' 7. 6' g' o' 9' 3' 9' 7' 11. 0' 11. 6' 14' 0' 14. 0' 14' 0' 14' D'
Standard 4' 5' 6' 5' 6' 10, B' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0'
S P
D F L
81 4' 1D' 8' o' 8' 4' 9' 6' 9' 10, It' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0'
82 4' 8' 7. 11' B' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0'
R3 4' 7' 6' ID' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 1 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 7' 6' 10' 7' 3' 9. 1• 9' S. 11' 1' 11' 6' 14' o' 14' 0' 14' 0' 14' D'
Standard 4' 5' 6' 0' 6' 5' e• 0' 8' 7' 10, to, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0'
d
L]
X
d
U
z
01
S P F
L Ffl
gt / 02 5' 2' e' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12, 9' 14' D' 14' 0' 14' D' 14' D'
83 4' 10' 8. 7' e' it, 10' 2' 10, 7' 12, 2' 12' B' 14' 0' 14. 0' 14' 0' 14' 0'
Stud 4' 10' 8' 7' 8' 11' 10. 2' 10' 7' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 10' 7' S' 7' 11' 9' 11' 10, 7' 12' 2' 12' 8' 14 0' 14' 0' 14' 0' 14' 0'
S P
D F L
BI 5' 4' 8' 10' 9' 2' 10. 5' 10, 10, 12. 5' 12, 11' 14' 0' 014' ' 14' IY 14' 0'
82 5' 2' e' 9' 9' 1' 10. 4' 10, 9' 12' 3' 1 12' 9' 14• D' 14' 0' 14' 0' 14' 0'
113 5. 0' 7. 10' 8' 4' to' 3' 10, e' 12' 2' 1212. 8' 14' o' 14' ' 0 14' 0' 14. 0'
Stud 5. 0' 7' 10, B' 4• 10' 3' 10• B' 12. 2' B' 14' D' 14' 01 14' D' 14' 0'
Standard 4' 10' 6' It' 7. 4• 9' 3• 9. 10, 12' 2' 12' e' 14' 0' 14' 0' 14' D' 14. 0'
Bracing Group Species and Grades,
Group A,
S ce-Plne-rlr Hen -fir
BI / e2 Standard e2 St14d
e3 Stud e3 Standard
Dou lss Flr-Larch Southern Pine a
03 03
Stud Stud
Standaro Stand.ro
Group B,
Hew -fir
It L Btr
el
Dou
oc fir -Larch Southern Pine
el el
e2 e2
Ix4 Braces shall be SRB (Stress -Rated Board).
aror Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values nay be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/2411.
Provide uplift connections for 100 plf over
continuous bearing (5 pat TC Dead Lood).
Gable end supports load from 4' V outlookers
with 2' 0' overhang. or 12' plywood overhang.
Attach 'L' braces with lad 01.128'0.0' nin) noes. About
obit Truss
BEFor (1) 'L' brace- space nalls at 2' ox.
In Ill' and zones and 4' ox- between zones.
Diagonal brace optiomv )
KNIFor (2) 'L' braces, spec• nails at 3' o.c.
vertical length nay be T In Ill' end zones and 6' ox- between zones.
doubled when diagonal is, Bt 'L' bracing must be a rdninum of Box of web
bract Is used. Connect I member length.
diagonal brace for 5250 .L. I+ at each end. Max we Br ce Gable Vertical Plate Sizes
total length Is IV. )it IN Vertical Length No Ice
2x6 DF-L e2 or I Less than 4' 0' 2x4
better diagonal T- t Greater than 4. 01. but
3%4
Vertical length shown brace) single
B,
less then 11' 6'
In table above. or double cut 31( i I(1p7 Greater then 11' 6' 4x4
45, (as shown) at L 1 iy . Refer to common truss design for
upper end. peak, splice, and heel plotes.
S• Refer to the Building Designer for conditions
IlkConnectdb.
vertical
at a• not addressed by thIS deta°. midpoint of vertical aria Refer to chart a r x gab r •%p pth.
n"ARHDIB- READ NO FUJ " ALL MINES IN nUl BRAVING a REF ASCE7-10-GAB14030DPMANT- FM= THIS DRAYI G iD ALL mnRACtan DC UDM INC DQTA URs. • 0. 708 1TnrtsasreMAeetremecanInIabrICAU19, haMhp, . I¢taDhp and byCmp "re to andi
fdla. thw I.fewt wdlW- of RCS) CeA&V C-Wonnt safety InfonaWam. by m uJ tI rorp fty• DATE 10/01/14
paetlef. prls to perfar.Iq 0- Ix-ann• Lrt.Wr. shall provlae temporary anD p
Wwee noted otMreNw. tap chard Orll hew pragriy attached atru[NN eheaWq ud so e
h.0 have a INOas+y attached r1pN a Lacatlews shown far parIa rat lateral ro r fw--*i
DRWG A14030ENC101014
rIrv.Iraccb1app Inta.d per sCstsectforo lo. R7 or DID, asaappaeaD .W. Applyp44eWofbussandpedtbnasPamwaovewndan ,.jaht Dwt.as, uif:s mat.. a 1.02wS O
Refer to aro•ew IM-z for standard platepatNlons. y a : t y
AN C Alp r, a d.Ukn of ITV RiAdna Cem pamr is eras, Inc slru net s• r fps l. x oar dwv,a •i /'- • /
erce.11llandraft. bvAqof toyss s the tw2 e, mda.w.ncf aria AIa,/,plfa Irm,dhp ••ti( ` .•' }` MAX. TOT. LD. 60 PSF
A seal an two drn+,g or cover page usme thle dro.ep, hAeabs a=Punow or prrfeasl•rl s ••.......••• G\ 13723 R.rpon Dwe
f lead for tlr do%Croa Tlr oddWty w m a, MY drose e /
J NvSucre2DDwmybtWraspodslqa, tie buidle DnCVr Oer M6L1 1 I s.ct fi f 0 w I f\
f', t
Isa,yna Heghm. Na 63043 For pore Mdwatbn awe vile jabs gnerrl notat gape dW tMae ••b sfteP 4 ONAL ALPM .
4/24/2019 MAX. SPACING 24.0' towlt.cay TPh .•w.t"1wwe) UCM •• JbOMdtrygry) [[D ...wiwcre
NAIL SPACING DETAIL
MINIMUM SPACING FOR SINGLE BLOCK IS SHOWN. DOUBLE NAIL SPACINGS
AND STAGGER NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE
REQUIRED TO AVOID SPLITTING.
BLOCK LOCATION, SIZE, LENGTH,GRADE AND TOTAL NUMBER AND TYPE OF
NAILS ARE TO BE SPECIFIED ON SEALED DESIGN REFERENCING THIS DETAIL.
LOAD PERPENDICULAR TO GRAIN
A — EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS
OF NAILS (6 NAIL DIAMETERS)
B — SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS)
C — END DISTANCE (15 NAIL DIAMETERS)
LOAD PARALLEL TO GRAIN
A — EDGE DISTANCE (6 NAIL DIAMETERS)
C — SPACING OF NAILS IN A ROW AND END DISTANCE (15 NAIL DIAMETERS)
D — SPACING BETWEEN STAGGERED ROWS OF NAILS (7 1/2 NAIL DIAMETERS)
IF NAIL HOLES ARE PREBORED, SOME SPACING
MAY BE REDUCED BY THE AMOUNTS GIVEN
BELOWs CIK*
N SPACING MAY BE REDUCED BY 50%
wo SPACING MAY BE REDUCED BY 33%
DIRECTION
OF LOAD AND
NAIL ROWS
ZWJ
CAiAi NAIL 0
LINE 0
Da
A
CKX
Bw t I
B/2 W C
A
MINIMUM NAIL SPACING DISTANCES
DISTANCES
NAIL TYPE A Bw Cwx D
8d BOX (0.113'X 2.5',MIN) 3/4' 1 3/8' 1 3/4' 7/8'
10d BOX (0.128'X 3.',MIN) 7/8' 1 5/8' 2' 1'
12d BOX (0.128'X 3.25',MIN) 7/8' 1 5/8' 2' 1'
16d BOX (0.135'X 3.5',MIN) 7/8' 1 5/8' 2 1/8' 1 1/8'
20d BOX (0.148'X 4.',MIN) 1' 1 7/8' 2 1/4' 1 1/8'
8d COMMON (0.131'X 2.5',MIN) 7/8' 1 5/8' 2' 1'
10d COMMON (0.148'X 3.',MIN) 1' 1 7/8' 2 1/4' 1 1/8'
12d COMMON (0.148'X 3.25',MIN) 1' 1 7/8' 2 1/4' 1 1/8'
16d COMMON (0.162'X 3.5',MIN) 1' 2' 2 1/2' 1 1/4'
GUN 0.120'X 2.5',MIN) 1 1/2' 1 7/8' 1'
GUN 0.131'X 2.5',MIN) q/4'
1 5/8' 2' 1'
GUN 0.120'X 3.',MIN) 1 1/2' 1 7/8' 1'
GUN 0.131'X 3.',MIN) 1 5/8' 2' 1'
Cle'K
NAIL
LINE
Cm N—TR —
o0"y AMx;rrnnugrnrprrr
y'i.
BLOCK LENGTH
A D D D A '•
R ••"'"• .''
o
LOAD APPLIED PERPENDICULAR TO GRAIN LOAD APPLIED PARALLEL T Ylsy C'E `SF '•ems
ANCOM Duo Mm FOLDV A.L MMU DM DC WAVDO cREF NAIL SPACEe.DVMMffo rUNM UM WAVD6 W M.L CMGUW M M•MDO M DdimAM'j • 0. 708 1rrt,•e.e .oa+..etr... care e. roerlcateq neMl p a+•t•D•V ero Me to aw: I
Qa. tn. iet.•t .dlten or Ksr clasp wco....e ar.•ti ia.+uo., .r m ee'r`iw ra=r.rty; • DATE 10/01/14
gpn:c, a prior u ptrro' vww now"am wun.re .c.eD prow. ere.p .
U•i.. rot.d ea—ds., ten a.ma erou ha- prape.q etmchd et —AL lip 0 e ud e• • - DRWG CNNAILSPI014
a e+..0 e.w • pre.pp.rty etu.rod rldr ede p L•ntbu move— for p—t M—al ..e! S
s.ctj N. n w nD. ee eoou.eu.. •oper put.. to . i•.•' SAT D C eb„ ...b., ..e..., d uw ,d,t D.t..e. .ee „at.d atrorM•w
R.r.r to d—&W im-2 ror et —A rd plot. peenoro. y A t
Mph., a L%tobn of nV IhAWV Compo—t• Gap e... e.0 rot e. reepaMel. for ai+r d..l. Lv .
AN MCOMIMWY tNe dresp. uy rob— u era tro tr.ae h eaMswenee ew. rlmnrl 4 or ra- e•••D.
a• , .
1 tr •
h•teuetle.. erechp e nt,e.a •e •
erel on fl.s dr.eeq or rnrer WD• usthp u•e er.sy hbt.• &-w use . M pror.•d..el •••.....••'' G `
13723 Rov n D a
re'iX. r fir V DTM•ay.r tiwat"Ii ir..d`i ~wD •
i SION AL EN t
MarylaM Mepnu, M053MI
My tp = ;= try e yO .d,'.na,,D
4
n ir4/24/2019
1
RelnfoMein
Go
Tr
Gable Detail
For Let -in VPrtirnlc Gable Truss Plate Sizes
ppropriate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overtop, use a
to that covers the total area of
lopped plates to span the web.
e, 2*
2X4 2XB
rrovlae connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nolls-
lOd Common (0.148'x 3.',nln) Nails at 4' oc. plus
4) nalls In the top and bottom chords.
Toenailed Nalls-
lOd Common (0.148'x3•,nln) Toenails at 4' o.c. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 t ASCE 7-16 Gable Detail Drawings
AI1515ENC1001I8, A12015ENC100118, A14015ENC100118, A16015ENCIOD118,
A18015ENC100118, A20015ENC10DI18, A20015END100118, A20015PED100118,
A11530ENC100118, A12030ENC100118, A14030ENC10D118, A16030ENC100118,
A18030ENC100118, A20030ENC100118, A20030ENDIDOIIS, A20030PED100118,
511515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118,
SIBOI5ENC100118, 520015ENC100118, S20015ENDIODII
S11530ENC100I18, S12030ENC100118, S14030ENC
lift
518030ENCIOOIIS, S20030ENC100118, 52003 1 82 10 %
See appropriate Alpine gable detail for noxhA _N Q
T' Reinforcement Attachment Detail
T• Reinforcing •T• Reinforcing
Member Member
Tor -nail - Or - M, End-nall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Example-
ASCE 7-10 Vlnd Speed = 120 mph
Mean Roof Height = 30 Ft, Kzt a 1.00
Gable Vertical = 24'o.c. SP N3
T• Reinforcing Member Size = 2x4
T' Brace Increase (From Above) = 30% = 1.30
1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T• Reinforced Gable Vertical Length
1.30x8'7•=11'2'
T• Relnf.
Mbr. Size
T'
Increase
2x4 30
2x6 20
eelxMA ANTo'AIIININDesFWMnOADNO 1MV111o111ML T oalm°AM 1'D1DiEmsTAUJOISC U. I U0 1 REF LET -IN VERT im
WS req,*v oubtne Cam In fabrleatbp, heroling, shiphu. Installing aro brace,p. Ref foilo.
ter latest edtion of Acse tAuldrq Component Aafety InformUly, by TPI wee sxae f q. % = DATE 01/02/2018 practicas
prior to perforwsp these functions. Installers shale pro,ele temporary br drp ACSL • 2 Wass
noted otlrratse, top chard shall hew property attoshad ltrveor•1 stratioq and be SAT 0 ., n,au nova a properly attae+ed cel q. temtbns srw.n for psrmonent lateral recvaht • DRWG GBLLETIN0118 Q
n
D
of t Mve ndPosi NsuuW per sl sections th a7 or Det as unlessano apply
pates to so `°y, t, f I T i `/
oftossaroppoedteanassho.n above ens an son Joint Detals, unless notW otlwrNse. • [" aefer
to drs.bW IAOA-2 for atanmrd pate positions. 0 de ,4 kf ` A14
nW thb, a
dvbbn o ITv hAdng Conponents Inc. shell not be respenffiIr for ony drvk o~•••••
r,•.•.•.• `
bv. any sere to t.nd the tr,ss w son orxre..IM lxsvTpl I, or far hammb,g sl+spbg s s N(' MAX, TOT. LD. 60 PSF Installationabr•c•a of truss... G A
real eA thsa &aabne or cover polls uruag this dra.M& Indicates of peF i4r a G /24n019 Ib72]Rirerpon Dnre f o..Mrer+ epee Loss" Wh deem a ndtabAmy &Adftfof sa _."'pM6
t a
DUR. FAC. ANY suds
2W Msrylaro
lbipMs,Mo B)Df) ,LLPp E, ...Atp to Co1U IPI r:..w`tp.
c r &WA. w.*AeW.Lwtr" PogoyAyorgWitlJ=s&feep MAX. SPACING 24.0'
RECORD COPY
ALWAYS SET TRUSS=S PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY.
REFER TO TRU55 ENGINEERING- TO VERIFY ALL GIRDER FL Y QUANTITIES AND REQUIRED NAILING/BOLTING- PATTERN.
ON THE LAYOUT INDICATES THE LEFT END OF THE TRUSS WHEN LOOKING- AT THE ENGINEERED DRAWINGS.
F06
Im-4 A' —
I 6 4' II?'4'
15T FLOOR TRU55 LA 1'OUT
i 39
2ND FLOOR TRU55 LA 1-0 6,,LID1111%,
SANFORD
OF'ART'
SHINGLE LOADING
1313 mph WIND
EXPOSURE C i
A --I HEEL
I6'
F'LUI`IB CUT I
TYPICAL TRU55 END
ALL BEAMS BY OTHERS
UNLESS NOTED ON LAYOUT.
ALL ROOF TRU55 HANGER5 ARE
SIMPSON WU526 OR 14GU526-2 AND
ALL FLOOR HANGERS ARE TWA422
UNLESS NOTED OTHERWISE.
BEARING HEIGHTS HANGER TAKEOF
9'-4' NEIGNT
1) WJ526
191 TWAA22
19'-8' HEIGHT
0'•0' HEIGHT
0'-0' HEIGHT
NOTE
IT IS nC RMCHMLm Or r-W OU4DNO OESW E
AROINECT 70 Fi7VeE AN APPROPMATE CaNlc
TO SIIFPOM M STF%L-fL ! ra RACtl" SCUM
ptlNmRNfi SPECIAL CONselIYTICM FOR rZ6G6
004 M FLY MM lAre MCON C"#48=h C J N TM
KAT OE OIAORAMM OT O LOM ON AFNCCV W
N
RAII9AY. 00CLrOW3 NMWM T 0 04TALLATIGN AND
0• TRW!! r1AMPACTAm BY =0 CJWW I
UJARN INCH
pA.L ERCTCOI .Teal. Ftw+.ro.T dYCM7
wm M=$GN OAYCSIO VWC+ IS ALWTS RONm To
OR fc"% tl Are DOPM40M Cuomo OlTi Ums APO
MOO OMACW WIOC r T OE -W"MW N &-=M
C =Pa WO TONeE TO W= FRACTCE NON N CL. O
LM RSTRANNO C 9IlACA0 Or PWAL FELT! COfFCTW
TR4ISES ATI"'
100S1 FOR RRNlR'**Z'rIOM
ES SHALL W NSTALLED N A STRAISU APO PLU-5
ON 0! RO SCEATHNN IS AFFLIm OSEC:LT TO 7O
RIOPIAi NARY
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES. OVERHANGS. HEELS
AND BEARING CONDITIONS. ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY.
TRUSSES WILL BEBUILT PER THIS LAYOUT. ROOF
FLOOR TRUSSES
ice' // \\ 1\TRUSSES 407-
321-1440 / 385-872-5098 / 352-55 LONGWOOD /
ORMOND BEACH / MASCOTTE DAVID
WEE<LEY HOME5 00
N 14i3 -
S LOrA%
IV041OOIv Lot
5 Reagan Point 4901
SITE COPY RECORD Copy
n City of Sanford
Building and Fire Prevention
Product Approval Specification
Permit # # 1 82 5 5 0 Project
Location Address, S-
41"RO
As
required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information
and product approval number(s) on the building components listed below if they are to be utilized
on the construction project for which you are applying for a building permit. We recommend that you
contact your local product supplier should you not know the product approval number for any of the applicable
listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance
with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval
can be obtained at www.floridabuilding.org. The
following information must be available on the jobsite for inspections: 1.
This entire product approval form 2.
A copy of the manufacturer's installation details and requirements for each product. Category /
Subcategory Manufacturer Product Florida Approval # Description
include decimal 1.
Exterior Doors Swinging
Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass
Single Door - Inswing/
Outswing (X - Configuration)
Plastpro
Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass
Single Door utilizing Snap
Frame" Glazing - Inswing/
Outswing (X - Configuration)
Sliding
MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI
Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional
Amarr Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide.
Amarr
Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16'
wide. Roll
Up Automatic
Other
2.
Windows June
2014 REVISION
Single Hung Silver Line by Anderson Extruded Vinyl Single Hung
Window
FL# 19715
Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider
Window w/ Nailing Fin
FL# 14994
Casement
Double Hun
Fixed Silver Line by Anderson Extruded PVC Picture Window
w/Nailing Fin
FL# 14918.2
Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding James Hardie Building
Products, Inc.
HardiePlank, Cemplank fiber-
cement lap siding
FL# 13192.2 R3
Soffits James Hardie Building
Products, Inc.
HardieSoffit Panels, Cemsoffit
Panels; fiber -cement soffit panels
FL# 13265.1 R-2
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2
4. Roofing Products
Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab,
laminated, 5-tab and hip/ridge
asphalt shingles
FL# 10124-R15
Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
June 2014
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1
Other
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Sk lights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates MiTek MT20 FL# 2197-R5
Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-117
Insulation Forms
Plastics
Deck / Roof
June 2014
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name _Tracy Wiggers_
Please Print)
June 2014
a 30/2018 r
I
Florida Building Code Online
r
p^^,,'
BCIS Home : Log In I Use, Registration 1 Hot Topics I Submit Surcharge Stets & Facts publications I FBC Stall 1 BCIS Site Map links Seam
fMidJ
r Product Approval
yew
I USER: public use.
P•oouc approval Menu > Product or Aoolrcation Search > ApjdLorlon Ust > Epliolion Hlscorv, > Application Detail
FL # FL15213-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
440)969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Scott Johnson
Address/ Phone/Emai1 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440)969-9773 Ext16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated BY Ryan 3. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence 0 1 P11 pi 4 9 Is, A7D Referenced
Standard and Year (of Standard) Standard Year 101/
1.5.2 1997 101/
1.5.2/NAFS 2002 AAMA/
WDMA/CSA101/1.5.2/A440 2005 ASTM
E1886 2002 ASTM
E1996 2002 ASTM
E330 2002 TAS
201, 202, 203 1994 https:/
Moridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgv3yVVKJZIQRC3F9PGdg9ziTpa/o2bKNJ20gENIAtYMSgOOKILlDITVkCAXP1210PxuFGGLxdl
4/30/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/23/2015
Date Revised 10/20/2017
Summary of Products
Go to Page 0 0 0 Page 1/ 2 0 0
FL J! Model, Number or Name I Description
15213.2 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL15213 R2 II Inst 15213.1.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15223.1 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.1.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. I
15213.2 b. Smooth/Wood Grain/White Wood 6.8 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series I utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use I Installation Instructions
Approved for use In HVHZ: No FLIS213 R2 11 Inst 15213.2.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes IDesignPressure: N/A Evaluation Reports
Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.ndf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.3 C. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions ;
Approved for use in HVHZ: No EL15213 R2 11 Inst 15213.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.3 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.3.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.4 d. Smooth/wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions ,
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.4.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.4 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
FLIS213 R2 AE Eval 15213.4.odf
Created by Independent Third Party: Yes
particulars.
15213.5 e. Smooth/wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites l
Grain/Rustic/ Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
https://toridabuilding.org/prlpr app_dti.aspx?param--vGEVXQwtDgv3yVVKJZ10RC3FgPGdg9zFTp%2bKNJ2OgENIAtYMSgOQKILlDITVkCAXP121OPxuFGGLxdl
4/30/2018 Florida Building Code Online
iLimits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.5.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.6 f. Smooth/wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door -
Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.6.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15223.6 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.6.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
i
15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.7.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE LvAl 15213.7 p&f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.8 h. Smooth/Wood Grain/White Wood Impact" Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series I6'8
utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.8.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.8.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.9 1. Smooth/Wood Grain/white wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Snap
Grain/Rustic/Mahogany Series Frame" Glazing - inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 25213.9 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.9.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.10 (j. Smooth/wood Grain/White wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite
Grain/Rustic/ Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.10.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.10 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.10.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.11 k. Smooth/wood Grain/White wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites
i Grain/Rustic/ Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.1 l.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.11 for Design Pressure Ratings, any
hops://(loridabuilding.org/prlpr app dtl.aspx?param=wGEVXOwtDgv3yVVKJZ1QRC3FgPGdg9zlTp%2bKNJ20gEN1AtYMSgOQKILIDITVkCAXP1210PxuFGGLxd
4/30/2018 Florida Building Code Online
additional use limitations, installation instructions and product FL15213 R2 AE Eval 15213.11.Ddf
particulars. Created by Independent Third Party: Yes
15213.12 1. Smooth/wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing
Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.13.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf
additional use limitations, installation instructions and product I Created by Independent Third Party: Yes
particulars.
25213.14 n. Smooth/Wood Grain/White Wood Non -Impact" Glazed Fiberglass Single Door utilizing "Lip
Grain/Rustic/Mahogany Series N 16'8
Lite" Glazing - Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.14.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.14 for Design Pressure Ratings, any I FL15213 RZ AE Eval 15213.14.odf
additional use limitations, installation instructions and product I Created by Independent Third Party: Yes
particulars. 1 1
15213.15 o. Smooth/Wood Grain/White Wood Non -Impact" Glazed Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series N 16'8
utilizing "Lip Lite' Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL35213 R2 II Inst 15213.15.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.odf
additional use limitations, installation instructions and product Created by independent Third Party: Yes
particulars.
15213.16 p. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing "Lip Lite' Glazing - Inswing/Outswing (OXO - IFiberglassDoorConfiguration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact' Glazed Fiberglass Double Door utilizing "Lip
Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.17.odfIApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure, N/A Evaluation Reports
Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15223.18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series NI utilizing "Up Lite' Glazing - Inswing/Outswing (OXXO -
https:llfloridabuilding.org/prlpr app_Otl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9ziTp%2bKNJ20gENIAtYMSgOOKILlDITVkCAXP1210PxuFGGLxd%
4/30/2018 Florida Building Code Online
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use In HVMZ: No FL15213 R2 11 Inst 15213.18.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: INST 15213.28 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.19.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
25213.20 t. Smooth/Wood Grain/White Wood 8'0 'Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.20.12df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
Go to Page 0
8ics veal
O Page 1/ 2 0 0
Contact us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 phone: 850-487.1824
The State of Florida is an AA/EC-0 employer.ynght 2007-2013 Slate of Florida.:: Privacy Statement :: Accessibility. Statement:: Refund Statement
Under Florida low, email addresses are public records. If you do not wont your e-mail address released in response w a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. 11 you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for orncial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 4SS, F.S..
please click here .
Product Approval Accepts:
iac
Credit Card
Safe
hVs://floridabuilding.org/prlpr app dti,aspx?param--wGEVXQvADgv3yVVKJZ10RC3FgPGdg9zRpa/o2bKNJ2OgENIAtYMSgOQKIL1 DITVkCAXP121OPxuFGGLxdt
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
G` P.O. Box 2.30 Valrico. Ft. 33595 Pbone 513.659.9197
Florida Board orProfcssiotal Engineers Ccnifiwte ofAuthoriaiion No. 9813
Product
Sub Category Manufacturer Product Name
Category
Plastpro Inc. Smooth / Wood Grain I White Wood Grain
Exterior Swinging
orExteriororDoor 5200 W. Century Blvd. Rustic I Mahogany
Doors
Assemblies Los Angeles, CA Series N Fiberglass Door
Phone 440.969.9773 Inswing / Outswing - "Non -Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Urnitatlons:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering
that complies with FBC Sections 1609.1.2 & R301.2.1.2.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered
architect
6. See drawing FL-15213.37 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
CTLA 161OW-1
2. Drawing No.
No. FL-15213.37
3. Calculations
Anchoring
Test Standard
ASTM E330-02
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Plastpro Inc. is manufacturing
products within a quality assurance program that complies with
ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory Signed by
Certified Testing Lab. Ramesh Patel, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
ttttttt uu tr i
SCHM/6T .,i
GEIV$
No 43409Ar
Z'9 ; STATE 01=
i0-F;Xj ,O
It
Lyndon F. Schmidt, P.E.
FL PE No. 43409
10/19/2017
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
I. 11ds product has been evaluated and It in compliance vdih the Sth Edition
2DI4) Florldo Building code (FBC) structural requirements excluding the lligh
Velocity Hurricane Zone' )HVHZ.
2. Product anchors shall be as bled and spaced as shown on details. Anchor
embedment to base material shop be beyond wall dressing of stucco.
3. When used In areas requiring wind borne debris protection this product Is
required to be protected with on Impact resistant covering that complies
with Section 1609.1.2 of the FBC.
For 2x stud homing construction, anchoring of these units shag be the some
as that shown for 2(buck mosorvy constfucllon.
S. Site conditions that deviate from the details of this drawing tequke further
engineering analysis by a licensed engineer or registered architect.
b1111E Or commm
11111011 DESCAMN
1 tdevolton design piessures. a General notes
2 Door panel delah
3 Horbontol oron secllore
Verikd am secibm
S
6
Buck old hone anduft - 2X buck rnosorn construction
Frome wdwrhng -1X buck masonry construction
7 w of moteriok & owponenls
37M MAX. OVERALL
rFRAME W9)1H
F F
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o
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0 O
i:tt`- : t •M1AX. r x:. DESIGNPPRESSURE (PSI)
y=.SWiNt: yD FJESION.; IO,SIIIVE? NEGAIIVE_
INSWING 37.Wx97.w 7S.0 7S.0
OMWING 37.S0-x96M 75.0 75.0
go er: JK
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VAM No:
FL-15213.37
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o
MASONRY
OPENING
2X BU(
RUCK ANCHORING
CONCRETE wNCHOR NOTES:
1. Comets anchor bcowm of the cornea may to ocurtsd to mahltoln the min.
edge dbtance to 11010/Chtf-
2. Con,"le a,.hw bmlbm noted at MAX ON CENTER' must be acpled to
mohkM Ow rrft sage dbtortee to merto#. odmtkrlol cataels Onch-
moy be regL"d to emus Ins YNAR. ON CEmIEIr dirmnslaf are not exeeeded.
s. CortaeW onctwr tobk:
ANCHOR' ANCHOR NIN - MIN. CLEARANCE MIN. CLEARANCE
SIZE, EMBEDMENTEDGE="`='
TO MASONRY: 1O ADJACENT
PE .; ANCHOR, --
aw . I/r I•l/r r r
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wood WJDWt 10 ptOvaH the WillfYtg of Woad.
HINGE J B
IYP. HEAD &
MASONRY
JAMBS
OPENING
FRAME _
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F
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rvwx Ra:ngANC"OR N0111 mamM IX bmk condwilmI. Concrete oncnwkc»Rann or xr c"m moy oo otywted to m intayn ons mh
edge detonce le aom Jak t. I I I E i
2 Cencrele onMat btotbm nots0 m MAJL Cv1 Cb11FR'neet os a4sled le
n ohk*':In WA% edgedetonce Mmater9: addllenat eorcrele
may betea eeo to wwr w MAR. ow CEMIER•mnwnran cm not etceeWa t
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SUM N.I.S. i
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A 1%BUCK SG>=0.55 WOOD
B 2X BUCK SG >= 0.55 WOOD
C I /4' MAX. SHIM SPACE
D I/4' X 2-3/P' PFH ELCO OR I1W CONCRETE SCREW STEEL
E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHO
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Florida Building Code Online htips:Hfloridabuilding.org/pr/pr_app_dti.aspx'?param=wGE V XQwlb...
11
Business & Professional Regulation
r
acts MOrne ' log in ' User Reg6Viten ' Mot Tops Submit Surcharge Slits a Facts subs alDns ' FBC Stan I acts site Map I Links 1 search I
F
r Product Approval
USER: Public Use,
Pnaduct Adordval Menu > ird -act or Adekca on 4arch > AeMca[en usl > Application Detaa
FL 0 FL15213-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
440)969-9773 Ext16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 18
scott)ohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 w Century Blvd.
LOS Angeles, CA 90045
440) 969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer Or Architect Name who developed Lyndon F. Schmidt, D.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality assurance Contract Expiration Date 12/31/2018
validated By Ryan 1. King, P.E.
Validation Checklist - Mardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL15213 R3 Cot fb1 Certificate of Independence. Ddf
Standard
101/I.S.2
101/I.S.2/NAFS
AAMA/W DMA/CSA 101/I.S.2/A440
Year
1.997
2002
2005
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Florida Building Code Online https://noridabuilding.or/pr/pr app_dtl.aspx?param=wGEVXQwtD...
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Periling FBC Approval
Date Approved
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL15213 R3 Enuiv fa) Equivalency of Standards.odf
Method 1 Option D
10/20/2017
10/20/2017
10/24/2017
12/12/2017
2002
2002
2002
1994
Summary of Products
Go to Page 0 0 0 Page I 2 0
FL V Model, Number or Name I Description
15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 11 (al Inst 15213.1.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other- See INST 15213.1 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.1.odf
additional use limitations, installation instructions and I Created by Independent Third Party: Yes
product particulars.
15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R3 11 (a) Inst 1520.2.0f
Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 15213.2 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.2.odf
additional use limitations, installation instructions and I Created by Independent Third Party: Yes
product particulars.
15213.3 c. Smooth/Wood Grain/White Wood 16'8 "Impact" Opaque Fiberglass Single Door with SidelitesGrain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R3 11 (a) Inst 152133.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.3.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.4 d. Smooth/Wood Grain/White Wood 618 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustlr-/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Omits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.4.odf
2 of 6 4/30/2018, 9:41 AM
Florida Building Code Online hitps://floridabuilding.org/pr/pr_app_dtl.aspx'?param=wG E V XQwtD...
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant. Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.4.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.5 e. Smooth/Wood Grain/White Wood 61 "Impact" Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 Il (a) Inst 15213.5.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.5.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.6 f. Smooth/wood Gram/White Wood 61 "Impact" Opaque Fiberglass Double Door -
Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R3 11 (a) Inst 15213.6.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, D.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15223.6 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.6.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
Gram/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.7.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.7.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.8 h. Smooth/Wood Grain/White Wood 61 "Impact" Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 11 (a) Inst 15213.8.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.8 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.8.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.9 i. Smooth/wood Grain/white Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing
Grain/Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (X -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 11 (a) Inst 15213.9,01'
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.9.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.10 J. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO
Fiberglass Door - Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.10.odf
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4 of 6
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.10.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.11 k. Smooth/wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with
Grain/Rustic/Mahogany Series Sidelites utilizing "Snap Frame' Glazing - Inswing/Outswing
Fiberglass Door (Ox0 - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R3 11 (a) Inst 15213.11.vdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.11 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.11.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.12 1. Smooth/wood Grain/white wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing
Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (xx -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 11 (a) Inst 15213.12.ndf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.12 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.12.ndf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.13 m. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Door with
Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing
Series N Fiberglass Door (OXXO - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R3 11 (a) Inst 15213.13.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.13 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.13.1)df
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.14 n. Smooth/wood Grain/White wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip
Grain/Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (x - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R3 II fal Inst 15213.14.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.14.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.15 o. Smooth/wood Grain/white wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite
Grain/Rustic/ Mahogany Series N utilizing "Up Ute" Glazing - Inswing/Outswing (Ox or x0 -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R3 ll (a) Inst 15213.15.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.15.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.16 p• Smooth/wood Grain/White wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with
Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO
Fiberglass Door - Configuration)
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FLIS213S213 R3 11 (al Inst 15213.16.ndf
4/30/2018, 9:41 AM
Florida Building Code Online hitps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EV xQwtb...
Approved for use outside MVMZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.16.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.17 q. Smooth/Wood Grain/White Wood V8'Non-Impact" Glazed Fiberglass Double Door utilizing "Lip
Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in MVMZ: No FL15213 R3 11 (a) Inst 15213.17.pdf
Approved for use outside MVMZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 15213.17 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.17.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.18 r. Smooth/Wood Grain/White Wood WS "Non -Impact" Glazed Fiberglass Double Door with
Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing
Fiberglass Door (OXXO - Configuration)
Limits of Use Installation Instructions
Approved for use in MVMZ: No FL 15213 R3 11 (a) Inst 15213.i8.Ddf
Approved for use outside MVMZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: INST 15213.18 for Design Pressure Ratings, any FI 1S213 R3 AE (a) Eval 15213.18.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.19 s. Smooth/Wood Grain/White Wood 8'0 'Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in MVMZ: No FL15213 R3 Ili (a) Inst 15213.19.pdf
Approved for use outside MVMZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, INST 15213.19 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.19.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with 5idelite
Grain/Rustic/ Mahogany Series N utilizing 'Snap Frame" Glazing - Inswing/Outswing (OX or XO
Fiberglass Door - Configurations)
Limits of use Installation Instructions
Approved for use in MVMZ: No FI IS213 R3 11 (a) Inst 15213.20.1)df
Approved for use outside MVFIZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R3 AE (a) Eva[ 15213.20.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
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contact Us:: 2601 Blow Slone "a Tallahassee Fk 12399 Phone: 1150-a97.162a
The State or Florida is an AA/EE0 employer. Pameoht 2007.2013 State of Fiorillo.:: Prwaev Statement :: A[cessrbtM Statement :: Refund Statement
Under Fbndo law, emal addresses are public records. 0 you do not want your 9•mal address released T nNSPOnSe to a Pubk-reWros request, do not send electronic
met to this, entity. Instead, contact the orate by phone or by traditional maL It you have any questions, please contact $50 487.1395. 'Purswm to Section
455.275(1), Fbrldo Statutes, effective October 1. 2012. kersees licensed under Chapter 455. F.S. must provide the Department with on emof address a they havq
one. The emats provided may be used for offcW communkatbn with the tcensee. However emal addresses are pubic record. 0 you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine t you are a I cersee under Chapter 455. F.S.,
please click her .
Pruduit Approval Accepts:
5 of 6 4/30/2013, 9:41 AM
Florida Building Code Online htips://lloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD...
Credit Card
Safe
SCCuriiy t ,-rKICS'
6 of 6 4/30/2018, 9:41 A Vl
R W R W Building Consultants, Inc.
B Consulting and Enginccring Scrviccs for the Building Indusiry
C P.O. Box ?" Valrico. FL 33595 Phonc 813.659.9197
Florida Board orProrknional Engimnu Ccnificatc orAmhorisuion No. 9813
Product
Sub Category Manufacturer Product Name
Category
Plastpro Inc. Smooth / Wood Grain / White Wood Grain
Exterior Swinging
Exterior Door 5200 W. Century Blvd. Rustic I Mahogany
Doom
Assemblies Los Angeles, CA Series N Fiberglass Door
16—
Phone 440.969.9773 Insuring / Outswin - "Nondmpact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID X 1998) for
Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Umitatlons.
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucaa.
3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered
architect
6. See drawing FL-15213.27 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 05-1126-2
TEL 01030175
2. Drawing No.
No. FL-15213.27
3. Calculations
Anchoring
Test Standard
101/I.S.2-NAFS 02
AAMA/WDMA/CSA 101/I.S.2/A44D-05
Prepared by
RW Building Consultants, Inc. (CA t19813)
Prepared by
RW Building Consultants, Ina (CA f19813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Plastpro Inc. is manufacturing
products within a quality assurance program that complies with
ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory Signed by
Testing Evaluation Lab -Inc. Wendell W. Haney. P.E.
Testing Evaluation Lab..lna Lyndon F. Schmidt. P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
t•tl::ter
Y
44ull
Lyndon F. Schmidt. P.E.
FL PE No. 43409
4129/2015
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and Is In compliance with the Sits Edition (2014) Floddo
Bulding Code (FBC) structural requirements excluding the 110 Velocity IMricane Zone'
HVHZ).
2. Product anchors shall be as Ested and spaced as shown on delah Anchor embedment to
base material sfal be beyond wall dressing or stucco.
3. When used In areas requHng wind borne debris protection Uds product Is required to be
protected with on Impact resistant covering that compiles wllh Section 1609.1.2 of the FBC.
4. For 2X stud framing construction, anchoring of these units shall be the some as that shown
for 2u buck masonry construclion.
S. Site motions that deviate from the delals of this drawing require further engineering
analysis by a licensed engineer or registered orctdlect.
TAME OF CONTENIS
IFTION
elewlions pressures. 8 enerd notes
delab
tdclasssecdomMOLMpgalcrosssections
nd home anc .2X buck mosonry coMbuclbn EEEE lIXbuckcorutnrcliatertabSsIspiidefalsacomponents
x
37.50•'" OvERALL
r FRAME WIDTH
0
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37-0' MAX. OVERALL
r FRAME WIDTH
3/4 LITE
SWING :
OVERAU.
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DIMENSION
OVERALL _
0.10.
DIMENSION .• —
GLASS'
TYPE -
DESIGN PRESSURE (PSF)
NEGATIVE•
37.5W FULL UTE 21.W x 79.00- r47. 47.0
INSWING
98.W 3/4 UTE II.0W x 63.00- 47.0
Gl
37.50- FULL UTE 21.00- x 79.00- 47.0
OUTSWING a
96.ff 3/4 LITE 21.00- x 63.or 47.0 47.0
M or. JK •
s M. LFS
uns wa
FL— 15213.27 c
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INTERIOR
EXTERIOR
1 HORIZONTAL CROSS SECTION
2
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8 2X BUCK SG» 0.55 WOOD
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0 1 IC X 23 r PFH ELCO OR TIW CONCRETE SCREW STEEL
E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90
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f I 1/P X 23/C PFH TIW CONCRETE SCREW STEEL
G 3/16-X 3.1 C PFH RW CONCRETE SCREW STEEL
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I 1 /4' X 2-I F PFH TIW CONCRETE SCREW STEEL
J 14-X 33/P PFH TIW CONCRETE SCREW STEEL
L R 10 X 2.117 PFH WOOD SCREW STEEL
M 49 X 2-1/P PFH WOOD SCREW STEEL
7 FORCE 5 WEATHER 5MP14NG BY ENDURA FOAM
8 COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM
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49 X 1'PFH WOOD SCREW STEEL
R9 X 3/4' PFH WOOD SCREW STEELkPXfBUTTHINGEKWIKSETKEYEDENTRY - SIGNATURE SERIES STEEL
KWIKSET DEADISOLT - SIGNATURE SERIES 780 STEEL
FINGER JOINTED PINE FRAME. HEAD & HINGE JAMBS W000
POLYNBER JAMB COMP. / VINYL
27 LATCH STRIKE PLATE STEEL
26 DEADBOLT PLATE STEEL
30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL
31 NISWWG BUMP THRE5HO1.0 ALUM. / WOOD
32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM. IND. VINYL
33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD
34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY OUR ALUM./WOOD
36 GLAZING SPACER ALUM.
39 SNAP IN LITE FRAME ASS
40 1 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41 DOOR SKIN MIN. 0jW THICK FIBERGLASS
42 TOP RAIL CELLULAR PVC
43 LATCH & HINGE STILE EDGE CELLULAR PVC
44 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD
45 BOTTOM RAIL CELLULAR PVC
46 POLYURETHANE FOAM BY NAN YA POLYURETHANE
47 STILE REINFORCEMENT STEEL
48 REINFORCEMENT RETAINING SCREW 1 NYLON
49 1 GLAZING COMPOUND JUCONE
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5/912018 , ,• 1 f:NV W fp1 "'FloridRilding Code Online
aclS Home I log In I User Registration I Hot Topics ! submit Surcharge I Slats 5 Facts
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Product approval Menu > Product or Aoylicetion Search > implication List > Application Detail
FL #
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Comments
Archived
Product Manufacturer
Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
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Evaluation Report
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Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL5302-R8
Affirmation
2017
Approved
O
cU%<:hy l°-DUi DL':A DDPR DICIVID':7 CUNTACT DnLN
Amarr Garage Doors/Entrematic
165 Carriage Court
Winston-Salem, NC 27105
336) 251-1307
robert.richardson@entrematic.com
Robert Richardson
robert.richardson@entrematic.com
Brandon Gentle
165 Carriage Court
Winston-Salem, NC 27105
336) 251-1308
bra ndon.gentle@amarr.com
Danny 3oyner
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner@)amarr.com
Exterior Doors
Sectional Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Thomas L. Shelmerdine
PE-0048579
Intertek Testing Services NA, Inc. - QA Entity
01/01/2025
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL5302 R8 COI Statement of Independence 2015.Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM E 330 2002
DASMA 108 2005
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app otl.aspx?param=wGEVXCWDqunL7seVZMFLLeOOysN2RYeTYlujhnnpUO%3d 1/5
5/9/2018 Florida Building Code Online
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Date Submitted
Date Validated
44 I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Yes No - N/A
FL5302 R8 COC FBC 6th Edition Affirmation FL 5302-R7.odf
Method 1 Option D
09/26/2017
09/26/2017
Date Pending FBC Approval
Date Approved 09/30/2017
Summary of Products
FL it Model, Number or Name Description
5302.1 Amarr Stratford 1000, 2000 (M600);
I
Dwg. IRC-6016-140-24, 10' Thru 16' wide
Amarr Heritage 1000, 2000 (M950);
Amarr Oak Summit 1000, 2000
M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +29.7/-33.8
Other: Design Pressure +29.7/-33.8, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
5302.2 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +31.9/-37.2
Other: Design Pressure +31.9/-37.2, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
5302.3 I Stratford (M600); Heritage (M950);
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +18.2/-20.6
Other: Design pressure +18.2/-20.6, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
5302.4 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +21.6/-24.5
Other: Design pressure +21.6/-24.5, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
5302.5 I Stratford (M600); Heritage (M950);
Oak Summit (M650)
Installation Instructions
FL5302 R8 I1 IRC-6016-140-24 Drawing 7-10 FL.odf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Parry: Yes
Evaluation Reports
FL5302 R8 AE IRC-6016-140-24 Report 7-10_F_L Of
Created by Independent Third Parry: Yes
Dwg. IRC-6016-145-24, 10' Thru 16' wide.
Installation Instructions IFL5302R8IfIRC-6016-145-24 drawing 7-10 sealed.Rdf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL5302 R8 AE IRC-6016-145-24 report 7-10 sealed.odf
Created by Independent Third Party: Yes I
I
Dwg. IRC-6018-110-15, 16'2 thru 18' wide.
1
Installation Instructions
FL5302 R8 11 IRC-6018-110-15 Drawing 7-10 FLodf
Verified By: TOM SHELMERDINE 0048579 I
Created by Independent Third Party: Yes
Evaluation Reports
FL5302 R8 AE IRC-6018-110-15 Report 7-10 FL.pdf
Created by Independent Third Parry: Yes
Dwg. IRC-6018-120-15, 16'2 thru 18' wide
Installation Instructions
FL5302 R8 11 IRC-6018-120-15 Drawino 7-10 FLpdf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Dwg. IRC-6009-110-11,Thru 9' wide.
hitps:/Rloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYeTYlujhnnpUO%3d 2/5
5/9/2018 Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +19.1/-22.6
Other: Design Pressure +19.1/-22.6, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
5302.6 I Stratford (M600); Heritage (M950);
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.8/-18.7
Other: Design Pressure +15.8/-18.7,Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
Installation Instructions
FL5302 R8 II IRC-6009-110-11 Drawing 7-10 FL.odf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL5302 R8 AE IRC-6009-110-11 Reoort 7-10 FL.odf
Created by independent Third Party: Yes
Dwg. IRC-6009-100-11, Thru 9' wide.
Installation Instructions
FL5302 R8 lI IRC-6009-100-11 drawing 7-10 sealed.odf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL5302 R8 AE IRC-6009-100-11 reoort 7-10 sealed.odf
Created by Independent Third Party: Yes
5302.7 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +22.8/-26.9
Other: Design Pressure +22.8/-26.9, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
Installation Instructions
1 FL5302 R8 11 IRC-6009-120-15 Drawing 7-10 FL.odf
fff Verified By: TON SHELMERDINE 0048579
Created by independent Third Party: Yes
Evaluation Reports
FL5302 R8 AE IRC-6009-120-15 Reoort 7-10 FL.odf
Created by Independent Third Party: Yes
5302.8 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-130-15, Thru 9' wide.
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +26.7/-31.6
Other: Design Pressure +26.7/-31.6, Not for use in HVHZ.
Glazing option shall not be used in wind-bome debris region
unless structure is designed as partially enclosed or door is a
replacement door.
Installation Instructions
FL5302 R8 11 IRC-6009-130-15 Drawing 7-10 FL.cdf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FLS302 R8 AE IRC-6009-130-15 Reoort 7-10 FL.odf
Created by Independent Third Party: Yes
5302.9 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Dwg. IRC-6009-140-15, Thru 9' wide.
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL5302 R8 II IRC-6009-140.15 Drawing 7-10 FL.odf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +31.0/-35.1 Evaluation Reports
Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R8 AE IRC-6009-140-15 Reoort 7-10 FL.odf
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door. I
5302.10 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35.6/-42.1
Other: Design Pressure +35.6/-42.1, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region
unless structure is designed as partially enclosed or door is a
replacement door.
Dwg. IRC-6009-150-15,Thru 9' wide.
Installation Instructions
FL5302 RB Il IRC-6009-150-15 Drawing 7-10 FL.pdf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL5302 RS AE IRC-6009-150-15 Report 7-10 FL.odf
Created by Independent Third Party: Yes
5302.11 I Stratford (M600); Heritage (M950); 1 Dwg. IRC-6009-169-15,Thru 9' wide.
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45.3/-51.2
Other: Design Pressure +45.3/-51.2, Not for use in HVHZ.
Installation Instructions
FL5302 R8 11 IRC-6009-169-15 Drawing 7-10 FL.Rdf
Verified By: TOM SHELMERDINE 0048579
Created by Independent Third Party: Yes
Evaluation Reports
hitps:l/Horidabuilding.org/prlpr app_Otl.aspx?param--wGEVXOwIDqunL7seVZMFLLeOOysN2RYeTYlujhnnpUO%3d 315
5/9/2018 Florida Building Code Online
Glazing option shall not be used in wind-bome debris region
unless structure is designed as partially enclosed or door is a
replacement door.
FL5302 R8 AE IRC-6009-169-15 Report 7-10 FL.odf
Created by Independent Third Party: Yes
5302.12 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-300-15, 10' Thru 16' wide.
Oak Summit (M650)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. +15.2/-17.2
Other: Design Pressure +15.2/-17.2, Not for use in HVHZ.
Glazing option shall not be used in wind-bome debris region
unless structure is designed as partially enclosed or door is a
replacemen: door.
Installation Instructions
FL5302 R8 11 IRC-6016-100-15 Dra-in7-10 FL.odf Verified
By: TOM SHELMERDINE 0048579 Created
by Independent Third Party: Yes Evaluation
Reports FI
5307 RA AF IRC-6016-100-15 Reoort 7-10 FL.Ddf Created
by Independent Third Party: Yes 5302.
13 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak
Summit (M650) Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +18.3/-20.8 Other:
Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing
option shall not be used in wind-borne debris region unless
structure is designed as partially enclosed or door is a replacement
door. Installation
Instructions FL5302
R8 11 IRC-6016-110-15 Drawing 7-10 FL.odf Verified
By: TOM SHELMERDINE 0048579 Created
by Independent Third Party: Yes Evaluation
Reports Created
by Independent Third Party: Yes 5302.
14 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak
Summit (M650) Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +21.8/-24.8 Other:
Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing
option shall not be used in wind-borne debris region unless
structure is designed as partially enclosed or door is a replacement
door. Installation
Instructions FL5302
R8 Il IRC-6016-120-15 DrawinD 7-10 FL.odf Verified
By: TOM SHELMERDINE 0048579 Created
by Independent Third Party: Yes Evaluation
Reports FL5302
R8 AE IRC-6016-120-15 Report 7-10 FL.Pdf Created
by Independent Third Party: Yes 5302.
15 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak
Summit (M650) Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +25.6/-29.1 Other.
Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing
option shall not be used in wind-bome debris region unless
structure is designed as partially enclosed or door is a replacement
door. Installation
Instructions FL5302
R8 II IRC-6016-130-15 Drawing 7-10 FL.Ddf Verified
By: TOM SHELMERDINE 0048579 Created
by Independent Third Parry: Yes Evaluation
Reports FL5302
R8 AE IRC-6016-130-15 Report 7-10 FL.Ddf Created
by Independent Third Party: Yes 5302.
16 Stratford (M600); Heritage (M950); Dwg. IRC-6016.140-17, 10' Thru 16' wide. Oak
Summit (M650) Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +30.1/-33.8 Other;
Design Pressure +30.11-33.8, Not for use in HVHZ. Glazing
option shall not be used in wind-borne debris region unless
structure is designed as partially enclosed or door is a replacement
door. Installation
Instructions FL5302
R8 II IRC-6016-140-17 Drawing 7-10 FL-Rdf Verified
By: TOM SHELMERDINE 0048579 Created
by Independent Third Party: Yes Evaluation
Reports FL5302
R8 AE IRC-6016-140—Dort 7-10 sealed.odf Created
by Independent Third Parry: Yes Contact
Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-497.1824 The
Slate of Florida is an WEED employer, gMM9ht 2007.2013 State of Florida.: • EdXaV Statement :: ACc . i ' e y Statement :: Refund Statement Under
Florida low, email addresses are public records. If you do not went your e-mall address released in response to a publc-records request, do not send electronic mad
to this entity. Instead, contact the of&e by phone or by traditional mad. Ir you have any questions, please contact 850.467.1395. 'Pursuant to Section 455.
275(1). Florida Statutes. effecove October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.
The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine Ir you are a licensee under Chapter 4S5, F.S., please
Clock here . Product
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INOCI OPTIONAL VCN1 OETAL L ,
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0/ RO/C.IOP .BAP Pat THE METHOD OF TESTING
WAS IN SUBSTANTIAL R ne Le.a
wp11 Re Sea a s.wlon/ 0 Im wear IR.aL MASK M INK. RifLe./ U TKA1p{.Am ro K "AOC4 A...f CONFORMANCE WITH THE PROCEDURE
OESCRI6E0 IN ASTM auowl .N Polw a
bE w.s arRIPRo na x rota
330 AND AN51/DASMA
106, THE PRESSURES SHOWN ON THE 4a IEralA.rI R .u.w Glass weI a I/a - DRAWINGS WERE CALCULATED
USING ASCE
7-10 WITH THE a roles R Ru a a99a4 YNA.ACIIIKfa Im .•aa..IC FOLLOWING PARAMETERS (5 FEET OF
DOOR BOOTH IN THEE Ro wSWILLED as if -Mon a r ram or0.9- ZONE HOOF Al ANY SLOPE :
aoSt To:srK sT.0
a n u NN. 1 a.•1 Kahn IDao uo-I oa.sTTP.L y.Wn
Z0 SPEED MPN 155 ISM
13- 1126 122 A wNs; JTAUCPA.I 4-0 IN.LL R ®aim 11 . 40r1Ia AAOnSSOA. OOKTA Iro .
LNOE EXPOSURE LEVEL 0 1 C
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I f0 mo"A 000T -w" MEND ROOF HEIGHT 30' 1
15' 1 25' 115 23 Ar POA rom A.1Catl Sl LOADS 32 7 PSr
37.2
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Lm arr i
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Ca/
1 VI•111.FSg5., NG lI67 MODEL $650 OAE SUMVIT w/
DuraSsfa MODEL /600 SCRATFORD w/DuraSafe
MODEL C50 HERITAGE w/Dure3afe
Short. us. Flush i Oak
Suastnit Panel's I aI Ape MSA1Ka16D am.,
N[ aE /WINS RC-
6016-1211 9OIIO1
S' W'^ SINUI LOCATIO ON THE hP
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STILES
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LONG vmtt CLAIM Or1Y111 AVAKAOIE ONLY ON N)DMf UY O/IHICN
140 •KL. PRO LESS OWN Ora •O[ HOST USE WON VM
4AZMC OK *MO SECINAS
W000 JAMB ATTACHMENT TO STRUCTURE
t i Ay[RTILi 1NIK Al7A[INCMI le Vm0_FR ., M4 T ,Omilmf 7/
16' I ]' UG SCREWS fTAR11NG 6' FOOT ENDf r)EN 2v OC n 1/2' CNOCU[NT) 000OM
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Y 6 vfaurv_ TANK AnAlserNr m u c-so S1IVSON
1/4' Y 3' THEN SCREvf f1ARTING 6' FOOT EROfkusl PAIRS Cr FASTENERS 43'
MART) AT 16- CC. 4 1/2' ENIEOPEM) NIL
11 1/.' 1 1-3/4' hVIK-COR 11• SCREWS STARTING 6- rRON CNOS. use PAIRS Or FASTENERS (
7' MART) AT 16' OC. 41 1/4' CHKOHENT) Y
6 KRIICY JNIR A11AbKM1 le GRgu,r fE-KI%K 1 M) P2 CRDMI] NILIISLIIVCAKIAII7/e' Y 2•]/.' STATING i' FRIW CNOS IHEH 2.' OC. a 1/.' CKKOKNI)
MR. USE FASTENERS FOR HOLLOW C-10 MOCK) LAGS
AND KRIS CAN RC COINTaRSUNK TO PROVIDE A rLUSH MOUNTING SURFACE. PREPARATION
Or Vm0 JANIS BY OTTERS WOOD
ICUNCREll INOLLOV TACK ffi0U1[0 i
STRUCTURE ISIMKTURE SrauCTURE Y
tl
1/
I
2'
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3• MIN 77
OPTIONAL
SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) IR-
1/•' 7e-1/D' lo-
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PANEL GLAZING FASTENER DEIAIL LONG onR (LAZING fASIENCR DETAIL N.
TS. KI.
iGLAZING
OPTION CROSS SECTION GLAZING
NOT AVAILABLE IN RIND-DOR)E DEBRIS PEGIOI GLAZING
WETS ASTM E1300-06 OraQ _
4 111NOON FRAME OPTIONAL O.cro WSER FS rVAINVVPROTECTIONWTNOVPROTECTIONI
W 3/32- IIOCK OVSS
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OAK SUMMIT w/OureSefe MODEL #600
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flush A Oak Summit Pe- el'-NJP---
l'- NJ
0A•IDI
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TABLE 4
a.Iaol
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13'0' 21' 71' 2t• IB' t6' le• 16' 2i• 1YO'TIr 21' 16' t1' 1e'
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A e C O E f G H S
66'
T 10' 21' 7S 58• 76'
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10 e• 10• zr r er er ws• ue'
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T6 IT 2r Ar gg' ttr 130'
1r 1P zr r 10S tzr 36-
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eeets a®
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1e11iL..]] ID DIID
Q6:)Y-FSi
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MEMEZU
ee Q2I.A
STRUCTURAL SOLUTIONS, P.A.
Structural Englneering a Investlgatlons Consulting
GARAGE DOOR STATIC PRESSURE TEST REPORT
Garage Door No.: IRC-6016-120-15 Test Date: 11/8/2012 Project No.: 12-114
Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 1 Model #1600
Test Pressures: 32.7 psf, -37.2 psf Test Location: I Amarr Garage Doors. Winston-Salem, NC
ASCE 7-10
Criteria:
Up to 5 Feet of Door Width in Zone 5; Any Roof Slope; Enclosed Building
Exp. B, 30' [RH Exp. C,15' V1RH Exp. C. 25' rVERH Exp. D,15MRR Exp. D 25' yIi2H 155
mph 141 mph 134 mph 128 mph 1 122 mph Witnessed
By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine. PE - Structural Solutions, P .A. Description
of Test Specimen: A
16'-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by
2 1 " high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts, except 1 strut on
the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14
gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr
Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15. Manner
of Testing: This
test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory
Accreditation, Certificate Ii2595.01. The specimen was tested for static pressure structural performance in substantial conformance
with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of
Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance
of Exterior Windows. Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative
pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The
enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered
with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible
ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and
record the pressures in the enclosure. Test
Procedure: The
specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the
door first, and then negative pressure was applied. Step
1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step
3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step
5: Load the door to 1.50% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step
6: Repeat 1 through 5 above for negative pressure. Observations:
No
failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary:
A
16'-0"x7'-0" Model 600 as described on drawing IRC-6016-120- 15 meets or exceeds the testing criteria as described above. By comparison
to the construction of the 16'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when
constructed in accordance with drawing IRC-6016-120-15: 16'
x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) Model
600, h50 and 950 dnorstch have the with
widths Oak
Summit" O'
and heights uptPo l4 attem
in the skin) ,a
t:ae Ci , .dt" P
g s•`c : E n, - ..
Short,
Long, Flush, and Oak Summit Panels, which arc altcmate embossment patterns in the skin F in =.'- 9..#a 8
short panel 18-1/8" x 10-5/8" or loner panel (38-1/8" x 10-518") windows 3/32" annealed . "•'' ' _r "`!i"'_
glass
minimum - meets ASTM E1300-04) may be installed in I section 19
t J J--' J• - ••t r Submitted
By: ' 10
f<
r,... h " eir.
STRUCTGR4L
SOLUTIO.YS. P.A. (Florida: dba Snvcruml Solutions of North Carolina. Inc., Firm #29412) Thomas
L. Shelmerdine, PE (NC PE #14654; Florida PE "0048579) 5921-
G West Friendly Avenue a Greensboro, North Carolina 27410 a (336) 856-2686 a Fax (336) 856-2687 NC Firm #C-1096 f
5/9/2018 Florida Building Code Online
u
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Par
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Product Approval
I USER: Public Use, tir
product gooroval Menu > product or goplication Search Aypbcation Ust > Application Detail
FL z FL19715-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
651)264-4178
Nicholas.Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas. Kopp@andersencorp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732)435-1000
onberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year (of Standard) Standard Y"r
AAMA/WDMA/CSA 101/l.S.2/A440 2011
AAMA/WDMA/CSA 101/l.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQvADgtvA%2bxmzklhGufBV5nRNMfoMrXm6yCOeHgzD4KfOa/o2b2BuQ%3d%3d 1/3
5/9/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 12/2912017 Date Approved 02/
13/2018 Summary of Products
FL # Model, Number
or Name Description 19715.1 Series
2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use
Installation Instructions Approved for use
in HVHZ: No FL19715 R4 11 SWD002 SS 2017-12-15-Rdf Approved for use
outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other: See Installations
Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.Ddf Report for design
pressure tables and limitations of use. Created by Independent Third Party: Yes 1 19715.2
Series
2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use
Installation Instructions Approved for use
in HVHZ: Yes FL19715 R4 II SWD012 SS 2017-12-15-Rdf Approved for use
outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other- See Installations
Instructions and Product Evaluation FL19715 R4 AE PERS376 SS 2017-12-15.I3df Report for design
pressure tables and limitations of use. Created by Independent Third Party: Yes 1 19715.3
I
Series 70 Model 2227 Single Hung Extruded Vinyl Single Hung Window Limits of Use
Installation Instructions Approved for use
in HVHZ: Yes FL19715 R4 II SWD010 SS 2017-12-18,gi f Approved for use
outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other: See Installations
Instructions and Product Evaluation FL19715 R4 AE PER4805 SS 2017-12-18.pdf Report for design
pressure tables and limitations of use. Created by Independent Third Party: Yes 1 19715.4
Series
70 Model 2227 Single Hung Extruded Vinyl Single Hung Window Limits of Use
Installation Instructions Approved for use
in HVHZ: Yes FL19715 R4 11 SWD01I SS 2017-12-18.odf Approved for use
outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes
Created by Independent Third Party: Yes Design Pressure: N/
A Evaluation Reports Other: See Installations
Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-12-18.odf Report for design
pressure tables and limitations of use. Created by Independent Third Party: Yes Back Next Contact
Us :: 2rr01
Blair Stone Road, Tallahassee FL 32399 Phone: 350,497.1324 The State of
Fiends is an AA/EEO employer. QRVMht 2007-2013 State of Florida.:: Privacy Statement :: Accessibihev Statement :: Refune Statement Under Florida law,
email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic nail to th
s entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 550.487.1395. 'Pursuant to Section 455.275(1),
Rands Statutes, effective October 1, 2012, Ficrosees licensed under Chapter 455. F.S. must provide the Deportment with an email address if they have one. The emarls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide
the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455. F.S., please clack ner .
Product Approval Accepts:
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INSTALLATION NOTES:
1. ONE 11) INSTAILATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
1. THE NUMBER OF INSIAU.411001 ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO if USED FOR PRODUCT INS/ALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WIIHA TOLERANCE OF 11/2 INCH
IN
111E
DEPICILU LOCATION R SPACING IN Till ANCHOR LAYOUT Dk TAILS D.
E., WITHOUT CONSIOE RATION OF TOLERANCES), IOLERANCES ARE NOT CUMULATIVE
FROM ONE INSIALIAIIUN ANCHOR 10INk NEXT. 6.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOADBEARING SHIMIS).
MAXIMUM ALLOWABLE SHIM SMI TO BE 3/B INCH. SHIM WHERE SPACE
OF 1/161NCI1 OR GREATER OCCURS. SIIIN4S) SHALL BE CONSTRUCTED OF
HIGH/ DENSITY PLASTIC OR BETTER. S.
FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE IB WOOD SCREWS
OR 11 GAUGE ROOFING NAILS OR 10A COMMON NAILS OFSUFFICIENT LENGTH TOACIII
1.1 INCH MINIMUM EMBEDMENT INTO WOOD IN SUBSTRATE.
INSTALLATIONSMALLMAINTAMIN. 3/8' EDGE DISTANCE. 6. FIN INSTALLATION:
FDA INSTALLATION INTO META STUD USE It SELF -TAPPING SCREWS,
OF SUFFCIENF LENGTH TO ACHIEVE A MINIMUM OF 3 H A ENEIRAI
N BEYOND METAL WALL. INSTALLATION SWILL MAINTAIN MIN. 3B' EDGE DISTANCE.
7. THROUGH FRAME INSTALLATION:
FOR INSTALLATION INTO WOOD FRAMING USE 010WOODSCREWS OFSUFFICIENT LENGTH
10ACHEVE 1.1/2INCH MINIMUM MBEDMENT INTO WOOD SUBSTRATE. B.
THROUGH FRAME INSTALLATION: FOR INSTALLATION
THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/
MASONRY, USE 3 161NCH DIAME TER II W IAPCONS OF
SUFFICIENT LENGTH lO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN.
1 3/e' EDGE DISTANCE. B. THROUGH FRAME INSTALLATION: FOR
INSTALLATION
W70 METAL STUD USE ILO SEIF•TAPPING SCREWS OF SUFFICIENI
LENGTH TO ACHIEVE A MINIMUM THREADSOF 3 PENEIRA71DN BEYOND METAL WALL
10. MINIMUM EMBEDMEUI AND EDGE DISTANCE
EXCLUDE WALL FINISHES„ INCLUDING BUT NOT LIMITED 10 STUCCO,
FOAM, BRICK VENEER. AND SIDING 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES
290014900
EXTRUDED VINYL SINGLE HUNG
WINDOW NON -
IMPACT) GENERAL NOTES: T. THE
PRODUCT SHOWN
HEREIN 6OFSIGNEDAJD
MANUFACTURED TO COM LY W1T11 THE
61H EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING NVH2
AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA ID1A S 2/
A4e002/11 2. ADEQUACY OF THE EXISTING SIRUCIURAL
CONCRETE/MASONRY, 2X FRAMING, AND META
FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT DADS
TO THE FOUNDATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSIALLATION. 3. IX AND ZX BUCkS (
WHEN
USED) WAIL BE DESIGNED AND ANCHOREDASSPECI1111DHEREIN REFER TOSIIEETGFOR FURTHER DETAILS OF
BUCK INSTALLATION. 6.
THE INSTALLATION DETAILS DESCRIBED IIEREIN
ARE GENERIC AND MAY NOT REFLECT ACTUAL
CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS
CAUSE INSTALLATION 70 DEVIATE FROM THE REQUTAEMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL
PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT IN NON•HVHZ AREAS. IN NVHZ AREAS,
ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI•
MDE RER OR AN). S. APPROVED IMPACT PROTECTIVE SYSTEM
15
REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE. 6 WINDOW FRAME MATERIAL: PVC 12.
FOR HOLLOW BLOCK AND GROUT
FILLED BLOCK, DO NOT INSTALL 7. IN ACCORDANCE WITH THE 61H EDII ION FIC, WOOD INSTALLATION ANCHORS INTO MORTAR WINTS. EDGE
DISTANCE G MEASURED COMPONENTS SMALL NAVE BEEN PRESERVATIVE IRkAIED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHEIL OF OR SMALL BE OF A DURABLE SPECIESAS DEFINED IN BLOCK. CHAPTER 23. 1!. INSIALLATIDN ANCHORS
SMALL
BE INSTALLED
IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OF ASTM 11300 MANUFACTURER'S INSTALLATION INSIRlUC110Ni. AND ANCHORS
SMALL NOT 6E GLASS CHARTS. SEE SKEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH St RIMGIMS
LESS THAN THE MINIMUM STRENGTH SPECUIED IT THE ANCHOR MANUFACTURER. 14.
INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLIOWWG ROPEATIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF
0 SS. I CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI. C. GROUI-FILLED [MU- UNIT STRENGTH
CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI
AND GROUT CONFORMS TO AS IACA76. MINIMUM GROUT COMPRESSIVE
SIRLNGIII OF 200D PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH
CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
STEEL• MINIMUM YIELDSTRENGTN OF 33 KS1.
MINIMUM WALL THICKNESS OF 474 MN 10 0e7B- a
16 GAUGE), MIN. 1/2- EDGE DISTANCE. f. ALUMINUM • MINIMUM ALLOY 6063.75.
MINIMUM WALL THICKNESS OF 1116'. MIN. 1/2' EDGE DISTANCE.
TABLE OF CONTENTS SHEET REVISION SHEET
DESCRIPTION 1 INSTALLATION
6 GENERAL NOTES 2
ELEVATION 3 ANCHOR LAYOUTS A
VERTICAL 6
HORIZONTAL SECTIONS (NAIL
FIN) 5 VERTICAL A HORIZONTAL SECTIONS (THROUGH
FRAME) 6 MMIZONTAL SECTIONS. BUCK INSTALLATION, A
GLAZING DETAIL MAx OVERAu SIZE colors DESIGN
PRESSURE
MISSILE IMPACTRATIN6 WIDTH
HEIGHT 36'
BA'
O/
X35 / -35
PSF NON IMPACT 38' 66' O/x SO/-50PSF
NON IMPACT jr 74' O/x 50/-50PSF
NON IMPACT 3B' 77" O/x 35 / -35
PSF NON IMPACT AA' 62' O/x 690 / -50
PSF NON IMPACT AB' 72, O/X 35 / -35
PSF NON IMPACT AB' BA' O/X 201.20
SF NON IMPACT SY 7Y O/x 125 / -25
PSF NON IMPACT 36' 83.75' O/x (ORIEL)
35 / -35 PSF NON IMPACT AB' 96' 20/•20PSF NON IMPACT
72• 62'-35 15 PSF NON
IMPACT 72' BA' 35 / -35 PSF NON
IMPACT TV 62'.50 NOLIXO/X" 50
PSF NON IMPACTTV7Y
50/-WPSF NON IMPACT
76- 7T 251.15PSF NON IMPACT
BO' 74' 35 / -35 PSF NON
IMPACT w 74' O/X-O/X
30/-30PSF NON IMPACT 100' 6i1 O/X-0/X-
0/X 50/-50PSF NONIMPACT LOB' 72* O/X-O/X-
O/x 50/-50 SF NON IMPACT LOB' BIT' O/X.O/x-
O/x 25 / .25 PSF NON IMPACT DIBan1y ayle0 6y 11OIMR F. Now..
P E. Re :lemeppmkVIN, een.mm FLU$: FL19715
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QUALIFIED CONFIGURATIONS
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FROM I!— O.C.
CORNERS
11'MAX.r
2' MAX.
FROM
CORNERS
IAIIF N-. •L'YItiT!•TNiOFL
rfAD. JAW. uq SW
ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
2' MAX.
FROM 4 1/2' MAX.
I' CORNERS
O C.
1
L
2' MAX.
FROM _I Imo_ 4 1/2' MAX.
CORNERS
O.C.
ANCHOR LAYOUT
NAIL FIN -TWIN SINGLE HUNG WINDOW
MAX.
FROM -I r I
20' MAX. F
CORNERS
O.C.
6' MAX.
FROM
CORNER
20• MAX.
O.C.
L
6• MAX.
FROM
CORNERS L
I
ANCHOR LAYOUT
THROUGH FRAME - SINGLE HUNG WINDOW
I' MAX
FROM I Imo— I I
6' MAX.
CORNERS O.C.
6' M
0.4
MEN"
1' MAX.
yl I 6' MAX.
FROM O.C.
CORNERS
ANCHOR LAYOUT
MAIL FIN -TRIPLE SINGLE HUNG WINDOW
6' MAX.
FROM 112' MAX.
12 3/4MAX. CORNERS O.C. 16
1/2' MAX. OC
L_
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6' MAX. 6' MAX r FROM
ANCHOR STRAP FROM
J CORNERS
P/N 50-2995.2 CORNERS
SEESHEETSFORDETAILSANCHOR
LAYOUT THROUGH
FRAME - TWIN SINGLE HUNG WINDOW 16V
S
I 1 O.
C. I'
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SWD002 THROUGH FRAME -
TRIPLE SINGLE HUNG WINDOW SHEET: 3
OF 6
CONCRETE/MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
SEE SHEET 6 FOR
CONNECTION DETAILS
OB WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER
SEALANT
O.A. BY OTHERS
UNIT
HEI6HT EXTERIOR
SEE GLAZING
DETAIL. SHEET 6
1 1/2' MIN.
EMBEDMENT
1
1 /
INTERIOR
3/B' MIN.
E06E DIST.
1/Y MAX.
1/4' MAX. SHIM SPACE
SHIM SPACE
SASH REINFORCING
SEE SHEET 6 FOR REQUIREMENTS
SEE GLAZING
DETAIL SHEET
65INTERIOR
g VERTICAL SECTION
4 NEAD - 2X WOOD BUCK
NAIL FIN
SEE GLAZING
DETAIL, SHEET 6
EXTERIOR INTERIOR
O.A.
UNIT
HEIGHT
PERIMETER
1
SEALANT I CHI" BY OTHERS 1/M MAX.
SHIM SPACE
EXTERIOR FINISH
BY OTHERS
08 WOOD SCREW
INSTALLATION ANCHOR 3/B' MIN.
EDGE DIST
2X WOOD BUCK BY OTHERS
SEE SHEET 6 FOR
CONNECTION DETAILS y. a • .
a
CAULK BETWEEN
CONCRETE/ MASONRY
CONCRETE/ MASONRY 6 2X 1 1/2' MIN BY OTHERS
WOOD BUCK BY OTHERS EMBEDMENT
q VERTICAL SECTION
4 SlU. - 2X WOOD BUCK
NAIL FIN
MIN. 3/8' EDGE DISTANCE
MIN 3 THREADS
PENETRATION BEYOND
METAL STRUCTURE
08 GR.5 SELF -TAPPING SCREW
INSTALLATION ANCHOR
METAL STUD BY OTHERS,
SEE SHEET 1 INSTALLATION
NOTE IA
EXTERIOR FINISH
BY OTHERS
EXTERIOR
PERIMETER SEALANT
BY OTHERS
O.A.
UNIT
WIDTH
C HORIZONTAL SECTION
4 IAMB - METAL STUD
NAIL FIN
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BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT _
BY OTHERS
O.A. EXTERIOR ( /
UNIT
HEIGHT
IGLAZINGSEEDETAIL. SHEET 6
3/4' MIN.
EDGE DISTANCE yl 2X WOOD BUCK/STUD BY OTHERS
SEE SHEET 6 FOR 1/4' MAX.
CONNECTION DETAILS SHIM SPACE
SASH REENFORCIN6
SEE SHEET 6 FOR REQUIREMENTS
SEE GLAZING
1 1/2' MIN DETAIL SHEET 6
EMBEDMENT
INTERIOR
1/P MAX.
SHIM SPACE
INTERIOR
VERTICAL SECTION
S HEAD-2XWOODBUCK
THROUGHFRAME
SEE GLAZING
DETAIL. SHEET 6
EXTERIOR INTERIOR
ANCHOR STRAP, AT TWIN&
TRIPLE CONFIG. ONLY. SEE
O.A. PLAN VIEW ANCHOR STRAP
UNIT
HEIGHT / \) RIGHT FOR INSTALLTA Q T
1/4' MAX.
PERIMETER SEALANT r SHIM SPACE
BY OTHERS I
EXTERIOR FINISH I
BY OTHERS
1 1/4' MIN
EMBEDMENT
PRECAST SILL
BY OTHERS
3/16' ITW TAPCON
i ` e :' ' •. : '
INSTALLATION ANCHOR—."—'°
13/4' MIN
EDGE DISTANCE
VERTICAL SECTION
5 SILL • CONCRETE/MASONRY
THROUGH FRAME
MIN 37HRSADS
PENETRATION BEYOND
METAL STRUCTURE
MIN.1/2'EOGE DISTANCE
910SR. 5 SELF -TAPPING SCREW INSTALLATION
ANCHOR METAL
TUBE/STUD OR APPROVED MULLION
BY OTHERS, SEE
SHEET 1 INSTALLATION NOTE
14 PERIMETER
SEALANT EXTERIOR
BY OTHERS O.
A. UNIT
WIDTH
HORIZONTAL
SECTION 5
JAMB • METAL TUBE/STUD OR APPROVED MULLION THROUGH
FRAME 5)
FF14 PANCAKE HEAD SCREWS
FROM STRAP TO 4 DO00 4 0000 FRAME.
HOLES PROVIDED 2 0000 2 0000 TOACCOMODATE914DIA. 0.
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2
DD(
2)}—-3.0000(2)—6.o000 1 INSTALLATION ANCHORS FROM
ANCHOR STRAP TO PLAN
VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. SEE ANCHOR REQUIREMENTS
BELOW. ANCHOR
STRAP ANCHORING REQUIREMENTS: A,
FOR 1N5TALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER
STRAP, MEN,1.1/4' EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. B.
FOR INSTALLATION TO METAL STUD. USE (4) MID SELF -DRILLING SCREWS, SR.
5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C.
FOR INSTALLATION TO WOOD. USE (4) JFIO WOOD SCREWS PER STRAP. MIN. 1-
1/2' EMBEDMENT, MIN 1' EDGE DISTANCE. SilverLine
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EXTERIOR 0 INTERIOR
G VERTICAL SECTION
6 MEETING STILE
INTERIOR
SMALL' FRAME 'LARGE' FRAME
REINFORCING EXTERIOR REINFORCING
SEE BELOW FOR REINF. SEE BELOW FOR REINF
REQUIREMENTS REQUIREMENTS.
I- ALUMINUM SASH REINFORCING
IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS:
48 X 72. (O/X). DESIGN PRESSURE •/• 35 PSF
36 X 84, (O/X). DESI6N PRESSURE •/• 35 PSF
38 X 74. (O/X). DESIGN PRESSURE •/• 50 PSF
38 X 77. (O/X). DESIGN PRESSURE •/• 35 PSF
72 X 84. (O/X-O/X). DESIGN PRESSURE •/• 35 PSF
76 X 72, (O/X•O/X), DESIGN PRESSURE •/• 50 PSF
108 X 62. (O/X-0/X-O/X), DESIGN PRESSURE •/•50 PSF
IDB X 72. (O/X-O/X-O/X). DESIGN PRESSURE 4•50 PSF
HORIZONTAL SECTION
INTERMEDIATE FRAME MULLION
C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING
IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS:
76 X 62. (O/X.O/X). DESIGN PRESSURE •/• 35 PSF
STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING
IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS:
76 X 62. (O/X-O/X). DESIGN PRESSURE •/• 35 PSF
LOADRESISLA.NCE.
FIGURATIONS SHALL COMPLY
ZING REQUIREMENTS
RENT FBC AND ASTM E 13DD
ISTANCE.
I I
5/8' O.A. I.6. GLASS
INTERIOR
EXTERIOR
MTN.6LA55
O—
BITE /2'
1/B- SETTING BLOCK
GLAZING DETAIL 1
NOTE:
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1MIN. CENTER TO CENTER SPACING
BETWEEN ANCHORS SUCH THAT MAX. O C. SPACING
SPECIFIED IS NOT EXCEEDED. 2.
BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/
4' ITW TAPCON ANCHOR 4'
FROM CORNERS 16'
MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH
TO FULLY SUPPORT WINDOW
FRAME. L
BY OTHERS 1
1/4- MIN. .. EMBEDMENTr. • ; •; .•;
1 1/2' MIN. EDGE DISTANCE
2'
MIN. EDGE , I ` CONCRETE/ MASONRY DISTANCEBY
OTHERS BUCK
INSTALLATION DETAIL SilverLine
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398 East Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop
Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Silver Line Building Products
Series 2900/4900 — Extruded Vinyl Single Hung Window
Mon -Impact)
for
Florida Product Approval
FL# FL19715
Report No. 4875
6"' Edition Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
l — D (Engineering Evaluation)
Windows
Single Hung
Series 290014900 Single Hung Window
PVC
See Installation Instructions, SWD002
Prepared for:
Silver Line Building Products
One Silverline Dr.
Forth Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 06/ 142017 Contents Evaluation Report
Pages
1 —4 Digitany signed by
Hermes F. Norero, P.E. Reason: I am
approving this document Date: 2017.06.
14 21:54:09 -04'00' F O' 7 -
ONAL
Hermes
PWHt4
P.
E. Florida No. 73778
A\\,)
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: Silver Line Building Products
Product Category: Windows
Product Sub -Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 2900/4900 Single Hung Window
FL*: FL19725
Date: 06/14/2017
Report No: 4875
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL ti 73778) for Silver Line
Building Products based on Method id of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 6" Edition Florida Building
Code.
See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL q 73778) for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 6`" Edition Florida Building
Code, excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 61' Edition Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD002 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD002 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
r/A\\
BUILDING DROPS FL*: FL19715
A Perfect Solution in Every Drop
Date: 0 2017
Certificate of Authorization: 29578
Report Noo:: 487E475
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
Performance Standards: " The product described herein has been tested per:
AAMA/WDMA/CSA 101/I.S.2/A440-08/11
Referenced Data:
1. Product Testing performed by Architectural Testing
FBC Organization # TST1558)
Report: Dated:
B9241.01-109-47 5/18/2012
C0329.02-109-47 3/17/2014
C0375.01-109-47 3/11/2013
C0328.01-109-47 1/03/2014
C7074:01-109-47 6/17/2013
C7075.01-109-47 8/16/2013
C9952.01-109-47 8/30/2013
D9358.01-109-47 9/17/2014
D9957.01-109-47 9/16/2014
D9964.01-109-47 1/.05/2015
E5610.01-109-47 3/05/2015
E5611.01-109-47 3/03/2015
E5612.01-109-47 5/07/2015
E7244.01-109-47 6/16/2015
E7250.01-109-47 6/16/2015
E9219.01-109-47 10/21/2015
E9220.01-109-47 10/21/2015
E9223.01-109-47 10/28/2026
2. Quality Assurance
Window and Door Manufacturers Association
FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
A\\)
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates are as follows:
FL#: FL19715
Date: 06/14/2017
Report No: 4875
Nailing Fin Installation:
A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11
Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50" into wood framing.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use q8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by (ZX) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (U), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use ii10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4of4
4/30/2018
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t. Product Approval Menu > Product or 811011catiOnSearCh > &pphgVjn Ust > AoMiutlon Mistrxv, > Application Detail
FL #
FL14994-R2
Application Type Revision
Code Version
2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, N) 08902
651) 264-4178
Nicholas.Kopp@andersencorp.com
Florida Building Code Online
II
Subrrnt Surcharge ' Slats B Facts Publications FBC Staff ;• BCis Site Map I links : Search
Authorized Signature Nicholas Kopp
Nicholas. Kopp@andersencorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory
Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License
PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL14994 R2COI COI Silverline SS 2017-06-14.pdf
Sta ar
Year
AAMA/WDMA/CSA101/1.S.2/A440 2011
ASTM E1886
2005
ASTM E1996
2012
TAS 201
1994
TAS 202
1994
TAS 203 1994
https://floridabuilding.org/pr/pr app dil.aspx?param=wGEVXOwtDquZRj5g%2fDrx2%2flDBR40JnUDTYY01lwpY7j%2f2%2fyALo2%2b2gVZ6jZ5TT5yBG6H9lXhz
4/30/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
10/21/2017
10/30/2017
10/31/2017
12/12/2017
02/12/2018
Summary of Products
FL >At Model, Number or Name Description
14994.1 Vl Series/70 Series (2800) Gliding window
Limits of Use Installation Instructions
FL14994 R2 11 SWD027 SS 2017-10-20.DdfApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes IDesignPressure: N/A Evaluation Reports
R2 AE PERS144 SS 2017-10-27.DdfOther: See Installation Instructions and Product Evaluation EL14994
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
I
14994.2 V3 Series/70 Series (8700) Gliding Window
Limits of Use Installation Instructions
FL14994 R2 11 SWO028 SS 201Z-10-27 & Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Evaluation Reports
FL14994 R2 AE PERS145 SS 2017-10-27.Ddf
Report for allowable design pressures, sizes, installation
I
Created by Independent Third Party: Yes
requirements and limits of use.
14994.3 V3 Series/70 Series (8700) Gliding Window
Limits of Use Installation Instructions
SS 2017-10-2 i- a f
Approved for use in HVHZ: Yes FL14994 R2 11 SWD029
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes
Created by Independent Third Party: YesImpactResistant: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14994 R2 AE PERS146 SS 2017-10-30.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14994.4 V3 Series/70 Series (8800) Gliding window
Limits of Use Installation Instructions
SS 2017-10-27 Ddf
Approved for use in HVHZ: No FL14994 R2 11 SWD030
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes
Created by Independent Third party: YesImpactResistant: No
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14994 R2 AE PER5147 SS 2017-10-27.Ddf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
aacl. newt
Contact USUs :: 2601 Blair Stone Road. Tallahassee R 32399 phone: SSO-487.1824
The Slate of Florida is an AA/EEO employer. Qyngh! 2007-2013 State of Florida :: etbUW Statement .: ACCeSSibllitY Statement :: Refund Statement
Under Flonde law, email addresses are public records. If you do not want your e-mail address released in response to a pUbliC-records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact BSO-487.1395. 'Pursuant to Section455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveOne. The email$ provided may be Used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply 0 personaladdress. Please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S., please dick _hjM.
Product Approval Accepts:
hitps://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOvADquZRj590/92fDm2*/a20DBR4OinUD7YY011wpY7J%2f2%2fyALo2%2b2gVZ6jZ5TT5yBG6H9lXhz
4/30/2018 Florida Building Code Online
Credit Card
Safe
hitps:lffioridabuilding.org/prlprapp dtl.aspx?param=wGEVXOwtDquZRj59%2fDrx2%2fDBR4OJnUD7YY0llwpY7J%2f2%2tyALo2%2b2gVZ6jZ5TT5yBG6H9lXhz
5/4/2018 Florida Building Code Online
Business • Professional Regulation
r
BCIS Home I Login I user Registration I Hot Topics I Submit Surcharge I Slats a Facts I Publications FBC staff BCIS site Map I Links Search
Product ApprovaldUerUSER: Public User
r.
r-..r
Proeuct 4nnmval Menu > Product or 11o21Ka[ran Search > L%Pnkcetlon list > Application Detail
FL # FL14994-R3
r
Application Type Revision
Code Version. 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
551) 264-4178
Nicholas. Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL14994 R3 COI COI Silveriine SS 2017-06 14.odf
Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2a/o2flDBR4OJnUDIBsO%2f%2fvx5lBEcs1FSDosOA%aid%aid
5/4/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
02/12/2018
04/19/2018
02/26/2018
04/23/2018
Summary of Products
FL # Model, Number or Name Description
14994.1 Vl Series/70 Series (2800) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14994 R3 11 SWD027 SS 2018-02-26 odf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See Installation Instructions and Product Evaluation I FL14994 R3 AE PER5144 SS 2018-02-08.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14994.2 V3 Series/70 Series (8700) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
E 14994 R3 11 SWD028 SS 2018-02-26,Ddf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, See Installation Instructions and Product Evaluation FL14994 R3 AE PER5488 SS 2018-02-08.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements, and limits of use.
14994.3 I V3 Series/70 Series (8700) Gliding Window
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure: N/A
Other. See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14994.4 I V3 Series/70 Series (8800)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
Installation Instructions
FL14994 R3 II %WD029 SS 2018-02-26.Ddf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14994 R3 AE PER5146 SS 2018-04-19.odf
Created by Independent Third Party: Yes
Gliding Window
Installation Instructions
FL14994 R3 11 5WDg30 SS 2018-02-26 odf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Patty: Yes
Evaluation Reports
FL14994 R3 AE_PER 5147 SS 2018-02-08.odf
I Created by Independent Third Party: Yes
Batt NCar
Contact US :: 2603 Blair Slone Road. Tallahassee Ft, 32399 Phone: 850,407.1874
The State of Florida is on AA/EEO employer. Q2pynght 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility. Statement :. Refund statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead. contact the office by phone Or by traditional mail. If you have any questions, please contact 850.457.3395. 'Pursuant to Section455.275(1), Florida statutes, erfective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department With an email address if they haveone. The Cmallr provided may be used for of icial Communication with the licensee. However email addresses are public record. If you do not wish tb Supply a PCFSOnOIaddress, please provide the Department with an email address which con be mode available to the public. To determine it you are a licensee under Chapter 455, F.S..
please click DM.
Product Approval Accepts:
Credit Card
Safe
https:llfloridabuilding.org/prlpr_app dtl.aspx?param=wGEVXOwtDquZRj59%2fDrx2a/*2flDBR40inUDIBsO*/o2f%2fvx5l BEcsl FSDosOA*/*3d%3d
5/42018 Florida Building Code Online
https://floridabuilciing.orgiprlpr_app dti.aspx?param=wGEVXOwtDquZRj59%2fDrx2%2nDBR4OJnUDtBsO%2f%2tvx5lBEcs1FSDosOA%3d%3d
SILVER LINE WINDOWS AND DOORS
V1 SERIES170 SERIES
GLIDING WINDOWS (2800)
NON -IMPACT) (NON-HVHZ)
GENERAL NOTES
1. THE PRODUCT SHOW" HEREIN IS OESIGNEO ANO
MANUfACFUREO TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FSC), (XCLUOING HVHZ AND HAS
BEEN EVAIUAT EO ACCOROING TO THE FOLLOWING:
MMA/WOMA/CSA IOIA.S 2/A440.11
2, ADEOVACV OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY. 2X FRAMING. AND METAL FRAMING
AS A MAIN WINO FORCE RESISTING SVSILM CAPABLE OF
WONSIANDING AND TRANSFERRING APPLIED PRODUCT
TOM 10 THE FOUNDATION IS THE RESPONSIRIl1TY OF ME
ENGINEEA OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3 IT, AND 7K SUCKS I W HEfI USED) Shill RE OJWNEO AND
ANCHORED 10 PROPERLY TRANSTfR ALL LOADS 10 TILE
STRUCTURE. SUCK DESIGN AND INSTALLATION IS TIT(
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION
A. THE INSTALLATION DETAILS OESCRISEO HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONOITIONS FOR A SPECIFIC
SITE If SITE CONONIONS CAUSE INSTALLATION TO OEVIATE
FROM THE REQUIREMENTS DETAILEO HEREIN, A EICENSEO
ENGINEER OR ARCHITECT SHAH PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WIT N THIS DOCUMENT IN NON.HVNl
AREAS IN HVHZ AREAS. ONE IIME PROOUCf APPROVAL TO
SE OSTAINEO FROM MIAMI•UAOE PER UR ANT.
5 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACTRi39MCE.
6, WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SCE SHEET 1 FOR GLAZING DETAILS.
OESIGN PRESSURF TABLE
MODEL SIZE CONFIGURAIIU14 DESIGN PRESSURE MISSILE IMPACT RATING
2W2 73.0' X SO.O' KO 35/-35PSF NON IMPACT 1602
710'K6310' XO 10/•ZOPSF NON -IMPACT 2503
IOB.O•X S9.0' KOK IS1-ISPSF NON•IMPAO 1507
90.0'X,S.O' KOX 30/•30PSF NON•IMPACT GLAZING
NOTE: GLASS
THICKNESS AND TYPE SHAH COMPLY
WITH ASTM L• 1300 GLASS CHARTS
REQUIREMENT. All
GLAZING CONFIGURATIONS SHAH
COMPLY WITH SAFETY GLAZING
REQUIREMENTS OUTLINED
IN THE CURRENT FBC CH.
2b TASTE
OF CONTENTS SHEET
REVISION SHEET DESCRIPTION 1
GENERAL NOTES A GLAZING DETAILS 2
ELEVATIONS i ANCHOR LAYOUTS 3
VERTICAL SECTIONS HORIZONTAL
SECTIONS 5
ANCHOR OEIAIL A XNEOULE F[
5/
8" O.A. INSULATED
GLASS EXTERIOR
INTERIOR 1/
2" MIN. GLASS SITE
EXTE
1/
2- MIN. GLASS BITE
GLAZING
DETAIL 1 OPERABLE
Silver
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DATE:
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UNIT MAX.
WIDTH 73 0'
O.E.O MAX. 1
WIDTH 33.50" I
X" .0. i
UNIT O.E.O. MAX.
MA11 HEIGH 1
HEIGH
ELEVATION
IINIT Max.
ELEVATION
J.0' FROM _)
CORNER (TYP.)
1 1- 110 MAX. (TYP I
11.0" MAX. (TYPJ J
3.0" FROM
COanEa (TrP•1
T
ANCHOR LAYOUT
NAIL FIN
FROM
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3.0" .0,
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HEIGHT
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ANCHOR LAYOUT
NAIL FIN
Silver Line
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FL14994
DATE. 09.26.17
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SHEET:
2
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DETAIL 1 SHEET 1
INTERIOR
FRAME WIDTH
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DAIS: M 26.17
SCAU:
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BY OTHERS
EXTERIOR
MIN.
EMBEOMENT
ANCHOR DETAIL
5 NAIL FIN (HEAOI
INSTALLATION NOTES:
1. ONE (11 INSTALLATION ANCHOR IS REQUIRCO Al EACH ANCHOR LOCATION SHOWN
7. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBFR OF ANCHORS 10 BE USED
FOR PRODUCI INSTALLATION OF 1111, MAXIMUM WE LIMIT.
1. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/7INCH THE DEMME) LOCATION
B SPACING IN THE ANCHOR LAYOUT OE IAILS It.(.. WITHOUT CINNS10ERATION SF IOLERANCESI.
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO IIIE NEXT.
0. SIIIM AS REOUIREO AT EACII INSTALLAIION ANCIIOR WIIII LOAO BEARING SIIIMISI• MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4INCH. SHIM WHERF SPACE OF 1/161NCH OR GREATER OCCURS SHIMISI
SHALL BE CONSTRUCTED OF HIGI I DENSITY PLASTIC OR UTTER. S.
FOR MASONRY OR CONCRETE OPENINGS, A IX WOOD BUCK MAY BE USED (OPTIONAL) AS LONG AS III[ MINIMUM
EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING
IIOSI SUBSTRATE. SEE GENERAL NOTE KS ON SHEET I FOR MORE INFORMATION, 6.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO.
FOAM. BRICK VENCER. AND SIDING. 7.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE R1ADE OF CORROSION RESISTANT MAIERIAL
OR HAVE A CORROSION RESISTANT COATING S.
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORFAR JOINT INTO FACE STAR
OF BLOCK. 9
INSIALLAI ION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION
INSI RUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH ST RENG INS LESS THAN
THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. JO.
1 X WOOD BUCK CAN BE USED AS AN OPTION FOR ANCHOR INSTALLATION IN CONCRETE OR MASONRY MIN.
EDGE
DISTANCE 1.
1. NO}
TE:y ir\\
0 JAMB IUIVf SIMILAR
OE FAILS ANCHOR
SCHEDULE METHOD
SUBSTRATE ANCHOR SCHEOULE MIN EMBEDMENT MIN' IF
STANCEYN70D
IAN SO.05S of WOCO SCREW 16' 0.7y. NAIL
Fit METAU
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A: FL14994
DATE.
09.26.17 OWG.
BY: CHK. BY: CL
I HFN SCALE:
NTS DWG.
A: 5WO027 SHEET:
h2,
G
OF
S
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
Silver Line Windows and Doors
V1 Series/70 Series Gliding Windows (2800)
Non -Impact) (Non-HVHZ)
for
Florida Product Approval
F L# F L14994
Report No. 5144
Current Florida Building Code
398 East Dania Beach Blvd.
Suite 338
Dania Beach, Fl. 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Horizontal Slider
Product: VI Series170 Series gliding windows (2800)
Material: Vinyl
Product Dimensions: Refer (SWD027) for Product Sizes
Prepared For:
Silverline Windows and Doors
100 Fourth Avenue North
Bayport, MN 55003
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 01/25/2018
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F. Norero. P.E.
Reason: I am approving this document
Date: 2018.02.08 18:30:11 -05'00'
dI
7
o
11S/0NAL ?` ``.
Hermes it!MdI P.E. Florida
No. 73778
A\\)
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub -Category: Horizontal Slider
Compliance Method: State Product Approval Method (1)(d)
Product Name: V2 Series/70 Series gliding windows (2800)
FL#: FL14994
Date: 01/25/2018
Report No: 5144
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL q 73778) for Silver Line
Windows and Doors based on Method id of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD027, signed and sealed by Hermes F. Norero, P.E. (FL #i 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does require an impact resistant
covering.
S. Site conditions that deviate from the details of drawing SWD027 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD027 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL*: FL14994
A Perfect Solution in Every Drop! Date: 01/25/2018
Certificate of Authorization: 29578
Report No: 5144
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Current Florida Building Code for manufacturing under a Quality Assurance Entity
through Window and Door Manufacturers Association (FBC Organization
QUA2515).
Performance Standards: The product described herein has been tested per:
AAMA/WDMA/CSA 101/l.S.2/A440-11
Referenced Data:
1. Product Testing performed by Architectural Testing, Inc.
FBC Organization # TST1795)
Report #: ATI D8510.01-109-47 Report Date: 04/27/2015
Report #: ATI E7251.01-109-47 Report Date: 04/29/2015
2. Quality Assurance Entity
Window and Door Manufacturers Association
FBC Organization #QUA2515)
Installation Method: Please refer to installation instructions, SWD027, for anchor methods, selection, spacing,
edge distances, embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD027, for mull combination grouping,
configurations, and corresponding design pressures.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
5/4/2018 Florida Building Code Online
II
RegulationBusiness & Professional
ram.,...
scls Home I Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications FBC Stall I SCIS Site Map Unks I Search
duar product Approval
USER- Public User
i
product PaRMXW Menu > ProOuct orrmation Search4bc> PI!!hcabon Ust > Application Depil
P OFFICE OF THE FL
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL14918-R5
Revision
2017
Approved
Silver Line Building Products Corp.
One Silverline Drive
North Brunswick, NJ 08902
651)264-4178
Nicholas.Kopp@andersencorp.com
Nicholas Kopp
Nicholas. Kopp@andersencorp.com
Craig Calderone
1 Silvertine Drive
North Brunswick, NJ 08902
732)435-1000
CraigCalderone@sllverlinewindow.com
Windows
Fixed
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL14918 R5 COI Col Silverline SS 2017-06-14.001
Standard Year
AAMA/W DMA/CSA 1 O 1/I.5.2/A440 2011
ASTM E1886 2005
ASTM E1996 2012
https://floridabuilding.org/prlpr_app dtl,aspx?param=wGEVXQwlDquZRj59%2fDrx23OOPLxr2KHVmYFIxKK6xdYmaVSYDTgdgA%3d%3d 1/3
5/4/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
12/18/2017
12/18/2017
12/22/2017
02/13/2018
02/14/2018
Summa of Products
FL II Model, Number or Name Description
14918.1 Vl Series/50 Series (2050) Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Installation Instructions
FL14918 RS II SWD024 SS 2017-12-18 odf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14918 RS AE PERS194 SS 2017-12-18.odf
Report for allowable design pressures, sizes, installation Created by independent Third Party: Yes
requirements and limits of use.
14918.2 VI Series/50 Series (2130) Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Installation Instructions
FL14918 R5 11 SWD025 SS 2017-12.18.odf
Verified By: Hennes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14918 R5 AE PERS195 SS 2017-12-18.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14918.3 V1 Series/50 Series (2250/2350) Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Installation Instructions
FL14918 RS II SWDOZ6 SS 2017-12-18.RI f
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party. Yes
Evaluation Reports
FL14918 R5 AE PER5196 SS 2017-12-18.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14918.4 VI Series/70 Series (2940/2950) Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Installation Instructions
FL14918 R5 11 SWD021 SS 2017-12-18.odF
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14918 R5 AE PER5191 SS 2017.12-18 odf
Report for allowable design pressures, sizes, Installation Created by Independent Third Party: Yes
requirements and limits of use.
14918.5 I V1 Series/70 Series (2950/4950) Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Installation Instructions
FL14918 RS 11 SWD022 SS 2017-12-18.odf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
19 R5 AE PERS192 SS 2017-12-18.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14918.6 V3 Series/70 Series (3000/3900) Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Installation Instructions
FL14918 as 11 SWDD45 SS 2017-12-18.2df
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14918 RS AE PER4819 SS 2017-12-18 odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
https://floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwlDquZRj59%2fDrx2300PLxr2KHVmYFIxKK6xdYmaVSYDTgdgA%3d%3d 2/3
5/4/2018 Florida Building Code Online
i 14918.7 V3 Series/70 Series (5810/5840) I Picture & Fixed Specialty Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
ron,riroRlPnt% and limits of use.
Installation Instructions
FL14918 RS II SWD023 SS 2017-1218D4
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14918 RS AE PERS193 SS 2017-12-18.Ddf
Created by Independent Third Party: Yes
TICi NC>rl
Contact Us :: 2601 Blair Stan, Road, Tallahassee FL 32399 Phone: 850-487.1824
The State of Florida is an AA/EEO employer. CW hl 2907-2013 State of Florida, :' !UjLW statement :: Accessibility, Statement :: Refund Statement
under Florida low, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, Contact the Office by phone or by traditional mail. 11 you have any questions, Please Contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can please
made
a here •
available to the public. To determine of you are a licensee under Chapter 455. F.S..
Product Approval Accepts:
MERE
Credit Card
Safe
https:l/floridabuilding.orglpripr_app_otl-aspx?param=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHVmYFIxKK6xdYmaVSYDTgdgA%3d%3d 3/3
SILVER LINE WINDOWS AND DOORS
V1 SERIES/50 SERIES PICTURE & FIXED SPECIALTY
WINDOWS (2130)
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACI URfO TO COMPLY Willi 111E CURRENT COITION
FLORIOA BUILDING CODE (FOCI. EXCLUOING HVHZ AND HAS
BEEN EVALUAfEO ACCORDING TO THE FOLLOWING:
AAMA/WOMA/CSA 101/1.5.2/A440•ll
2. ADEQUACY Of THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING. AND METAL FRAMING
AS A MNN WINO FORCE RESISTING SYSTEM CAPABLE Of
WI THSIANDING AND TRANSFERRING APPLIED PRODUCT
LOADS 10 THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE OCSIG14ED AEIO
ANCHORED TO PROPERLY TRANSFER All LOADS TO THE
STRUCTURE. BUCK OESWN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHI TECI OF RECORO
FOR THE PROJECT Of INSTALLATION.
A. INC INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS EGA A SPECIFIC
911.IF SITE CONDITIONS CAUSE INSTALLATION TO OEVNEE
E ROM INE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC
OOCUMCNIS FOR USE WITH THIS DOCUMENT IN NON•HVHZ
AREAS IN HVIIZ AREAS, LINE TIME PRODUCE APPROVAL 10
BE OBTAINED FROM MIAMI OAOE RER OR AHI.
S APPROVED IMPACT PROTECIWE SYSTEM IS REQUIRED ON
THIS PRODUCT IN ARIAS REQUIRING IMP3ZT11nISMCE
6 WINDOW FRAME MATERIAL: PVC
7 GLASS MEETS THE REQUIREMENTS OF ASTM E 13W GLASS
CHARTS. SEE SHEET 1 FOR GLAZING DETAILS
TABLE OF CONTENTS
REVISION SHEET DESCRIPTION
GENERAL NOTES B GLAZING OETAILSEA., ELEVATIONS & ANCHOR LAYOUTS
VERIICAI SECTIOR$
HORIZONTAL SECTIONS
S INSTALLATION HOTES, ANCHOR DETAILS B SCHEDULE
DESIGN PRESSURE TABLE
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING
60.0' X 73.0' 0 ISO/•SO PSf MON-IMPACT
96 0' X SA 0' 0 13S/•3S PSF NON -IMPACT
630'X S30' O 160/-WPSF NON•IMPACT
30.01XS30' O 160/•60PSF NON•IMPACT
A116A-0 A
II/SIMItOGU55
IXIENWir
INIl X10X
1
1/1' MW. GLASS _j
PIE
GLAZING DETAIL
GLAZING NOTE:
GLASS THICKNESS AND TYPE SNAIL
COMPLY WIIN ASTM E•1300 GLASS
CHARTS REQUIREMENT
Silver line
a/vdcaf l
all IXW4111 DWI
AW IRA E4pAKI,AIe>al
PM I0N 114J11I
gBI•L uR
N H dF e'
It 3 ' ON
c SS
I/1 _
N3 i o F7
o N ZQ 5i Ji
TT m
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W N W =
a LL a
16TH FBC
EDITION I FM I IOI17 1 v...l
ml p T
T O F ...........
c"
00/ONAI.
I L*
MP P L ft 73YM VAAD` OEMPC
a c
D— 46w a Y /ate If 1(
mi a Wiyw ft Fen Ft R:
FL14918 DATE:
09.
29.17 SCALE: OWG.
R:
E
UNIT MAX.
WIDTH (A.0'
O.1.0 MAX.
WIOTN $5.69•
A
3
UNIT
MAX.
HEIGHT p•
73.0'
MAX.
HEIGHT
54 0'
ELEVATION
UNIT MAX
WIDTH 96.0'
0.1.0 MAX.
WIDTH 91.69'
3
0•
ELEVATION
6' FROM lA' MAX
CORNER (TYP.I+I rl O.C.
O L.OIMAX. IS.ZS MAX.
HEIGHT (TYP)
L
6.0' FROM
CORNLR ITYP.) UNITS Of THE SHOWN SHAPES ARE ALLOWED PROMOEO CONSTRUCTION, GLAZING. B
ANCHORAGE RE PER DETAILS N WN NEREIN. ALL SHAPED UNITS SHAH FIT WITHIN
ANCHOR LAYOUT TIIE RECTANGULAR AREAS AS SHOWN.
THROUGH FRAME MAXIMUMH=-17
MAXIMUM OP-1— SS PSF
6" FROM
CORNER (TYP) rl I`
T
IS.251
D.L.O. MAX. (
TYI
HEIGHT
SO.69'
6.0• FROM
CORNER (TYP.)
D.C.
ANCHOR LAYOUT
THROUGH FRAME
IIII 1
1 INI
T
NOTE:
WINDOW WIDTH (W) AND HEIGHT
H) ARE INTLRCHANGEABLE FOR All
SIZES SHOWN HEREIN NOT TO EXCEED
MAXIMUM TESTED SQUARE FOOT AREA.
ANCHOR SPACING SHALL NOT EXCEED
THOSE SHOWN FOR LONG OR SHORI LEG
OF UNIT.
Silver Line
AARdhlidn
ONI viKuuR ant
nalnaW KMKa.IIIg1N
z a
Fac C
V 3 3
6+ a7
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W 2 i
Q
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sst
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5E
W N
JNa
REMARKS I BY I OAT(
67H FBC EDITION IFMII0117
nm w
M1,mf"
wIt mt o. vo w
Ft a,
FL14918
DATE: O9.79_l7
I SCALE: NTS
owc.a: cwnn7S
L
d
SUBSTRATE BY
MIN. EDGE DISTANCE
MIN. (MB.
1/4- MAX.
SHIM SPACE
EX IEMOR Ir—, INTERIOR
q ANCHOR DETAIL
THROUGH FRAME(HEAO)
NOTE:
I TNO IAMB IIAVE
SIMILAR DETAILS
Silver line
ow Tnvla vl mm
Np w W'M1NKa. w W/o7
INSTALLATION NOTES: w. IM 472I
03 M
Wcc
h
C3
W 2
N VWit
N O
r„
u
v W
O
3
F
V2 C
Ny 1 A i' 0
p6 Ys
a:jl y fi y
J .J
mG
a
1 ONE 111 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS OtHLILU IS TIIE MINIMUM NUMBER OF ANCIIORS 10 BE USEO
fOR PRODUCT INSTALLAI ION OF III( MAXIMUM SIZE LISTED.
3. INSTALL INOIVIOUAL INSTALLATION ANCHORS WITHIN A TOLEMNCC OF till INCH THE OEPICTEO LOCATION
6 SPACING IN THE ANCHOR LAYOUT Of TAILS II.E.. WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAn REARING SHIM45). MAXIMUM
SPACE OF 1/161NCH ORALLOWABLESHIMSTACKTOBE1/4 INCH. SHIM WHERE GREATER OCCURS
SHIM
S. MINIMUM EMBEDMENT AND EDGE 04SIANCE EXCLUDE WALL FINISHES. INCIUOING BUT NOT UMITEO TO
STUCCO. FOAM. BRICK VENEER. AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
REMARKS BY I DATE
6TN FBC EDITION FM 110117
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MkASUREO FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR IOINI INTO FACE
SHELL OF BLOCK.
R INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN IN( MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
wavwiun a.ww o nn.u a-..
w.a wm.mv. a wnercoro. uz
yY.IO..OOWrM W p MwYlnOw
ANCHOR SCHEDULE
METHOD SUBSTRATE
ANCHOR
SCHEDULE
FAIN EMBEDMENT
PAN. EDGE
DISTANCE
Wes. MIN MIT) V4000 SCREW 1.5' 0 75"
SG=0.55
METAL IS GAU E THREADS MIN
SIOM, MIN 012 TEK SCREW PENETRATION 0 75"
THROUGH FRAME Fq=33KSI BEYOND ME] AL
CONCRETE: 3116 ELCO 1.75, 25,
re=3000PS1 TAPCONT
ASTM C90pecTAPCON
ELCO I. 2.5'
WW n 110MIR (O4 OrW010AiIlp11Y NIA
FL 4:
FL14918
DATE: 09.29.17
SCALE:
OWG. IT:
R
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
398 East Dania Beach Blvd.
Suite 338
Dania Beach, Fl. 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Silver Line Windows & Doors
V1 Series/ 50 Series Picture & Fixed Specialty Windows (2130)
for
Florida Product Approval
FL# FL14918
Report No. 5195
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Fixed
Product: V1 Series/ 50 Series Picture & Fixed Specialty
Windows (2130)
Material: Vinyl
Product Dimensions: Refer SWD025 For Dimensions
Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:12/18/2017
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F. Norero. P.E.
Reason: 1 am approving this document
Date: 2017.12.18 20:33:28 -05'00'
Es F.
7
0•
AL E G``
Hermesr0 P.E. Florida
No. 73778
5A\\)BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows & Doors
Product Category: Windows
Product Sub -Category: Fixed
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series/ 50 Series Picture & Fixed Specialty Windows (2230)
FL#: FL14918
Date: 12/ 18/2017
Report No: 5195
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows & Doors based on Method id of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD025, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does require an impact resistant
covering.
S. Site conditions that deviate from the details of drawing SWD025 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD025 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
A\\)
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
FL*: FL14918
Date: 12/18/2017
Report No: 5195
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been tested per:
AAMA/WDMA/CSA 101/I.S.2/A440-11
Referenced Data:
1. Product Testing performed by Architectural Testing, Inc.
FBC Organization # TST1795)
Report #: ATI C9946.01-109-47 Report Date: 04/02/2015
Report #: ATI G8444.01-109-47 Report Date: 03/07/2017
Report #: ATI G8446.01-109-47 Report Date: 03/07/2017
Report #: ATI G8447.01-109-47 Report Date: 03/07/2017
2. Quality Assurance Entity
Window and Door Manufacturers Association
FBC Organization #QUA2515)
Installation Method: Please refer to installation instructions, SWD02S, for anchor methods, selection, spacing,
edge distances, embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD025, for mull combination grouping,
configurations, and corresponding design pressures.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
rBusiness Professional Regulation
SCIS Home I Log In User Registration 1 Hot Topics
Florida Building Code Online
60
r
Submit Surcharge ' Stats 6 Facts Publications FBC Staff ' SCIS Site MOP Links , Search
Product ApprovalrdbpUSER: Public User
1' 'C. r
Product n aPrOduflaDvalMPnV > • RD CDtiOn Search > n1iCDTrpn List > Application Data ilhPP
oFFice OF THE FL # FL6067-R8
SECRETARY Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, N) 08902
651)264-4178
Nicholas. Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas. Kopp@andersencorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory
Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL6067 Re COI COI Silverline SS 2017-06-14.odf
Standard Year
ASTM E 330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https:lffloridabuilding.org/priprapp_dtl.aspx?param--roGEVXQwtDgs4Yr43oc4OR5n5vmgGngBMoF4hhmqpCks%3d 112
5/4/2018 Flonda Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 02/1312018 Date Validated 02/13/
2018 Date Pending FBC Approval
02/19/2018 Date Approved 04/10/
2018 a........ry of Prnduets
FL 9 Model, Number
or Name Description 6067.1 2723/2724/
2728 Structural Beam Mullion Limits of Use Installation
Instructions F1 6067 R8 11
SDWO14 SS 2018-02 12.Ddf Approved for use inHVHZ: No Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Approved for use outsideHVHZ: Yes I Created by Independent Third Party: Yes Impact Resistant. Yes DesignPressure: N/A
Evaluation Reports Other: See Installation Instructions
and Product Evaluation I FL6067 R8 AE PER5510 SS 2018-02-12.odf Report for allowable design
pressures, sizes, installation Created by Independent Third Part requirements and limits of
use. 6067.2 2723/272412728
Structural Beam Mullion Limits of Use Installation
Instructions ; Approved for use in
HVHZ: Yes FL6067 R8 11 SDWO15 SS -1 2018-02iDdf i VerifiedBy: Hennes F.
Norero, P.E. Florida P.E. 73778 Approved for use outsideHVHZ: Yes i impact Resistant: Yes
Created by Independent Third Party: Yes Design Pressure: N/A
Other: See Installation Instructions
and Product Evaluation Evaluation Reports FL6067 R8
AE PER5511
SS 2018-02-12 DI f Report for allowabledesign
pressures, sizes, installation I Created by Independent Third Party: Yes requirements and limits of
use. f61067.3 7537 Structural
Beam Mullion Limits of Use Installation
Instructions Approved for
use in
HVHZ: No F16067 R8 11 SDW016 SS 2Q17-1Q-1LQd-f Verified By: Hermes F.
Norero, P.E. Florida P.E. 73778 Approved for use outsideHVHZ: Yes i Created by Independent Third Party: Yes Impact Resistant: Yes DesignPressure: N/A
I Evaluation Reports Other: See Installation Instructions
and Product Evaluation FL6067 R8 AE PER5218 SS 2017-10-19.Ddf For design pressures, sizes,
installation I Created by Independent Third Party: Yes Report allowable requirements andlimitsof
use. II on :: 2601 Blair Stone
Road. Tallahassee F_ 3Z399 Phone: 850-487.1824 . lit 2007.2013 State
of Florida.:: tEty Statement •: ACCessibibly, Statement :; Refund Statement The State of Florida
is an WEED employer. yri — u nder Florida law,
email addresses are public records. If you do not want your e-mad address released inresponse to a pubbc•records request, do not send electronic mail to this entity. Instead, contact the office by Phone or by traditional maul. It you have any questions, please contact 850.487.1395. 'pursuant to Section 455.275(1), FloridaStatutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails providedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. if you do not wish to supple' o personal address. Please provide the
Department with an email address which Can be Dmade available here • tothe Public.
To
determine if you are a licensee under Chapter 455. F.S., le Product Approval Accepts:
lff-
M,2 Credit•
SafeSCCUrIiI'>fF-
iHICS
https://
floridabuilding.org/pr/
pr app_del.aspx?param-lyGEVXCIwtDgs4Yr43ee4OR5n5vmgGn98MoF4hhmqpCks%3d 2/2
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
SILVER LINE WINDOWS AND DOORS
Series 2723/2724/2728
Structural Beam Mullion (HVHZ) (Impact)
for
Florida Product Approval
F L# F L6067
Report No. 5511
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub — Category: Mullions
Product: Series 2723/2724/2728 Structural Beam
Mullion
Material: 6063-T6 Aluminum
Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:02/08/2018
Contents:
Evaluation Report Pages 1- 3
Digitalty signed by Hermes F. Norero. P.E.
Reason, I am approving this document
Date: 2018.02.12 19:07:31 -05'00'
7
TT
P,: • <v'
Hermes f!Fhil w'o P.E.
Florida No. 73778
A\\)
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: SILVER LINE WINDOWS AND DOORS
Product Category: Windows
Product Sub -Category: Mullions
FL*: FL6067
Date: 02/08/2018
Report No: 5511
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL ff 73778) for Silver Line
Windows and Doors based on Method Id of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD015, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing SWD025 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD015 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Quality Assurance Entity:
Performance Standards:
Referenced Data:
Installation:
FL*: FL6067
Date: 02/08/2018
Report No: 5511
The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
The product described herein has been tested per:
TAS 201-94
TAS 202-94
TAS 203-94
ASTM E330
1. Product Testing performed by Testing Evaluation Lab, Inc.
FBC Organization g TST4317)
Report #: TEL 05-1007-2 Report Date: 10/05/2005
Test report reviewed by Wendell W. Haney, P.E., FL P.E. #54158 on 10/5/05
2. Quality Assurance Entity
Window and Door Manufacturers Association
FBC Organization #QUA2515)
Refer to Installation Instructions (SWD01S) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD015) for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY)
L - Mull W - Tributary Width (in)
Length (in) 10.0 120.0 122.0 24.0 1 26.0 1 28.0 30.0 132.0 34.0 36.0 1 38.0 1 40.0 42.0 44.0 46.0 48.0 50.0 82.0
24.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0100.0
100.0
100.0
100.0
100.0
26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
loom
100.0
100.0
100.0 100.0 100.0 100.0
28.0 100.0 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
two
100.0
100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0
95.5
99.0
92.830.0 1o0.0
32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0100.0
100.0
98.7
MUM
94.8 90.8 87.3
34.0 100.01100.0 100.0
1000
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
t oo.o 97.5 93.2 89.3 85.8 82.5
36.0
38A
100.0
100.0
100.0
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88 3 84.6 al. 2 78.1
40.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too 0 100.0 96.5 91.9 87 7
83.5
83.9
19.9
80.4
76.6
77.2
735
74.2
70.7
42.0 100.0 lo0.0 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
lo0.0
100.0
100.0
100.0
100.0
97.5
96.7
92.3
91.9
7.7
87.5
63.5 79.7 76 3 73.1 70.2 67.5
44.0
46.0
100.0
100.0
100.0
100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 3.9 79.9 76.3 73.0 69 9 67.1
64.3
64.5
61.8
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 69.3
85.8
84.6
81.2
80.4
77.2
76.6
70.7
73A
70.2
69.9
64.1
67.0
61.8
61.
4[
51.2
50.0 100.0
100.0
100.0
100.0
100.0
100.0
100.o
100.0
loo.0
100.0
100.0
100.0
100.0
99.0
96.5
92.8
908
87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4
92.0
51.0 100.0 100.0 l00 0 100.0 100.0 00.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 G5.0 62.1
59.9
59.6
57.4
57.2
55.1
56.0 100.0 100.0 100.0 100.0 100.0 984 91.9 86.1
63.2
81.1
78.3
78.6
73.9
72.5
70.0
68.9
66.5
65.6
63.4
62.6
60.5 57.9 55.4 53260.0
58.0 0.0
00.0
100.0
100.0
100.0
100.0
100.0
99.0
95.1
91.9
88.7
85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.562.0 00.0 100.0 loo.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 622 593 56.6 54.1
50.8
51.9 49.864.0
46.
600.0 100.0
100.0
100.0
975
92.8
90.0
86.1
83.5
80A
76.0
75.6
73.1
70.9
68.8
67.0
65.0
63.5
51.6 58.558.5
57.454.8
55.7 53.2 50.8 48.748.7 46.8 45.0
66.0
68.0 Fl0000.-00, o0.o
00.0 100.0 84.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.G 49.4
47.9
47.3
45.9
45.d
44.1
43 7
42.4
70.0 00.0 1000 919 84.8 78.8
76.6
73.5
71.5
68.9
87.0
U-
G3.1
61.3
59.6
560
56.4
55.1
53.6
52.5
51.0
50.1
48.7 46.6 44.7 42.9 41.2
72.0
74.0
00.0
00.0
97.5
94.8
89.3
86.9
82.5
80.2 74.5 69 5 G5.2 81.4 57.9 54.9 52.2 49.7 47.4 45 3 a3.5 41.7 aG.1
Silver Line
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6
REMARKS
a
BY OAIk
I_ wt _III wl _I 6T11 FBC COITION
TTWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH =MU?2
TABLE NOTES: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS: I[+ WOOD: 812 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS MULLION ANCHOR BRACKET 50.2722
METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
I tdd F-
ALUMINUM (606346)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD
SHALL BE MIN. S.G.=O.SS.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF
2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2". Ot#
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. too - MULLION ANCHOR BRACKET 50.2722
STEEL SHALL 8E MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK 2724
ALUMINUM (606346)
ALUMINUM 6063•TS. FOR CONCRETE ANCHORING
a F.-oY4KUK M +1F
an eon. d W pm-- WN
FL M:
FL6067
oA1E: 10.06.17
SAG I HKHFN
SCALE: NTS
owG.r: SWD01S
aOF LO
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE•WAY)
L - Mull W - TrltxAary Width (in)
Length (in) 18.0 10.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 3&0 40.0 42.0 44.0 16.0 48.0 50.0 52.0
24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
34.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
38.0 1100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
40.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0
46.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000
50.0 100.0 100.0 100.0 100.0 1100.0 100.0 1100.01100.0 100.0 1100.0 1100.0 100.0 1100.0 1100.0 100.0 100.0 100.0 100.0
52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0
54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0
56.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 996 99.0
58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 959 1 94.8 1 93.6 92.8
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 99.1 96.5 94.2 92.3 90.7 1 89.3 88.2 87.3
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 945 91.9 89.6 87.7 86.0 84.6 83.4 82.5
64.0 100.0 100.0 100.0 1o0.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 65.5 83.5 61.8 80.4 792 76.1
66.0 100.0 100.0 1100.0 100.0 100.0 100.0 1100.0 96.5 1 92.7 1 89.3 1 86.4 1 839 1 81.7 1 79.7 70.0 76.6 75.3 74.2
68.0 100.0 100.0 100.0 1000 100.0 100.0 97.1 92.8 69.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7
70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 797 77.2 75.0 73.1 71.4 69.9 68.6 67.5
72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.21 72.11 70.21 68.5 67.0 65.7 64.5
74.0 100.0 100011000 100.0 973 919 67.2 83.2 79.7 76.6 73.9 71.5 69.3 67.5 1 65.8 64.3 63.0 1 61.8
1 NOLC NU C3:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
WOOD: #12 WOOD SCREWS
CMU: 1/4' ITW TAPCONS
CONCRETE: 2/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE S)
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD
SHALL BE MIN. S.G.=0.55.
in ,,
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF
010
2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHAH HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2". 01I"
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.-
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063-T5. 2728
Silver Line
AArldLY Fil
a+i vavullm Ym
Q
MULLION o A d
jE3
MUUION h m
Wi It aI- WI -III W7 -I F,WiI N C
6
REMARKS I1Y DATE
ONE-WAY MULLION DIAGRAMS 6TH FBCLDITION Ac 10/11
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET SO.2722
ALUMINUM (6063-T6)
FOR W000 SCREW OR MULLION TO MULLION ANCHORING
MULLION ANCHOR BRACKET 50.2722
ALUMINUM (606346)
FOR CONCRETE ANCHORING
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FL6067
DATE: 10.06.17
owcAG CHKHFN
SCALE: NTS
owc.°: SWD015
SHEET
n9 OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY)
r la n
Len Ih In 18.0 20.0 22.0 24.0 26.0 2&0 30.0 32.0 34.0 36.0 38.0 40.0
100.0
42.0
100.0
44.0
100.0
46.0
100.0
18.0
100.0
50.0
100.0
52.0
100.0
24.0 00. 100.9 100.0 100.0
100.0
100.0
100.0
100.0
1oo.0
10001100.0
100.0 1oo.o
100.0
100.0
100.0
100.0
100 0
100.0 100.0 100.0 100.0 100.0 100.0 1oo.o 100.020.0
28.0
oo. 100.0
00. 100.0
100.0100.0 100.0 100.0 100.0 100.0 100.0 Two 100.0 100.0 1o0.0 100.0 100.0 100.0 100.0 100.0 100.0
30.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1G0.0 100.0 100.0 100.0 100.0 00.096.5
99.0
92.0
32.0 o0. 100.0 100.0
100.0
10o.0
100.0
100.0
100.0
Iwo
lo0.0
100.0
100.0
100.0
100.0
100 a
100.0
100.0
00.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
160.0
97.5
100.0
98.7
93.2
100.0
94.6
89.3
90.9
85.8
87.3
2.534.0 00. 100.G
JB.O 00. 100.0
00. 100.0
100.0
TOO. 0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100.0 100.0 100.0 90.7 92.3 88.3 64.6 81.2 78.1
38.0
40.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 67.7 83.9 80.d
75.6
77.2
73.5
74.2
70.7
42,0 00. 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 96.7 91.9 87.583.5
3.5
79.7
79.9
76.3 73.1 70.2 67.5
44.0 00. 100.0 1o0.0 100.0 100.0 100.0 100.0
100.0
100.0
100.0
1000
98.7
97.5
93.2
92.3
88.3
87.7
83.9 79.9 76.3 73.0 69.9 67.1 645
46.0
48.0
GG. 100.0
00. 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100 0 100.0 94.6 89.3 84.6 50.4 76.6 73.1 69.9 67.0 64.3 61.8
50.0 00. 100.0 To 1o0.0 100.0 100.0 100.0 95.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1
64.5
64.3
61.8
51.7
59.4
59.4
57.1
52.0 00. 100.0 100.0 100.0 1o0.0 100.o 99.0 92.8 87.3 82.5 78.1
752
74.2
71.5
70.7
66.1
57.5
65.0 62.1 59.6 57.2 55.0
54.0 00. 100.0
loom
1000
100.0
1o00
100.0
100.0
100.0
100.0
96.4
95.3
91.9
69.3
86.1
84.1
01.1
79A
76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0
56.0
58.0
00.
00. 100.0 100.0 10o.0 100.0 95.1 83.7 53.2 78.3 73 9 70.0 GG 5 63.4 60 5 57.9
55.9
55.4
53.6 51.5
53.
2P4360.0 00. 100.0 100.0 100.0 99.0 91.9 85.6 80.4
778
75.7
732
71.5
69.2
67.7
65.5
64.3
62.2
61.3
59.3
58.5
56.6 54.1 51.9 49.8
62.0
61.0
00. 100.0
00. 100.0
100.0
100.o
1o0.0
100.0
95.8
92.8
68.9
86.1
83.0
80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.5 52.4 50.3 48.2
66.0 00. 100.0 100.0 97.5 90.0 87.5 78.0 7J 1 68.8 85.0 G1.6 58.5 55.7 53.2 50.8 d8.7
47.3
48.8
45.
470.0
68.0 00 100.0 100.0 94.6 87.7 61.1 75.7 70.9 66.8
64.9
63.1
61.3
59.7
58.0
56.8
55.1
54,1
52.5
51.6
50.1479
49.4
45.9 44.
12000. 100.0
00. 100.0
100 0
97.5
91.8
89.3
84 8
82.5
76.6
78.6
73.5
71.5
68.9
67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9
71.0 00 100.0 94.8 86.9 80.2 7a.5 69.5 65.2 6t.4 57.9 54.9 52.2 49.7 47.a 45.3 43.5 41.7 40.1
Silver Line
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TWO-WAY MULLION DIAGRAMS
TRIBUTARY MOTH • 2
1lplluuq++++
TABLE NOTES: QLIFIED ANCHOR CLIPSUA
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. p T3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
P'
W:
iss+ONAC
S. ANCHOR REQUIREMENTS: N,`
WOOD: #12 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE S)
MULLION ANCHOR BRACKET 50-2722
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
WMK ft
01•` w wnww•°` .. m"
11 •:
F L6067
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1". WOOD DATE: 10.06.17
SHALL BE MIN. 5.6.=0.55.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF
2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
010• = isr '0'
1
OwG. BY:
AG
CIIK. BY•
HFN
SCAM NTS
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". in
BWc•R: SWD015
CONCRETE SHALL BE MIN. 4000 PSI.
j
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
MIN. 1/8" THICK
T-1 1•0 MULLION ANCHOR BRACKET SO.2722
SHEET
O OF 10
STEEL SHALL BE MIN. 18 GA.10.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE ALUMINUM (6063-T6)
ALUMINUM 6063-T5.
2728 FOR CONCRETE ANCHORING
SILVER LINE WINDOWS AND DOORS
SERIES 2723, 2724, 2728
GENERAL NOTES: STRUCTURAL BEAM MULLION (IMPACT)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE L wE
III
YJ2
I
L
CURRENT FLORIDA BUILDING CODE (FOCI. EXCLUDING HWE AND HAS BEEN EVAI LISTED I A- 6- A. 6-
ACCORDING TO THE FOLLOWING, q 4 4 4
TAS 202.94
ASTM Elio
J. ADEQUACY OF THE EXISTING STRUCTURAL CONCRE TUMASONRY AND 2X fIlAMING ASAMAINWINDFORCERESISTINGSYSTEMCAPABLEOFWITHSTANDINGANDTRANSFERRING
APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT Of INSTALLATION
3, IX AND 2X OUCXS (WIZEN USED) SNAII. BE OESIGNEO ANO ANOiOREO TO PROPERIVIRANSFERAEI. LOADS 10 THE STRUCTURE. BUCK OESIGN AMU INSTALLATION IS IIIE
RESPONSIBII I IY OF 111E ENGINEER OR ARCHI ItCT Of RECORD FOR T11E PROJECT OF
INSTALLATION
4. T11E INSTALLATION DETAILS DESCRIBED 111REIN ARE GENERIC AND MAY NOT REFLECT
ACTUAL CONDITIONS FOR A SPECIFIC SITE. If SITE CONDITIONS CAUSE INSTALLATION TO
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SMALL PREPARE SIZE SPECOK DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON•HV112 AREAS. IN HVIQ AREAS, ONE JIME PRODUCT APPROVAL TO at OBTAINED FROM
MIAA11.OAOE PERA.
5, MULLION& CLIP MATERIAL: ALUMINUM 6ODS•IS R 606346(A$ NOTED)
6. MULLIONS MAY BE USED WITH ANr APPROVED iENESTMTION PRODUCT, UNDER
SEPARAIE APPROVAL.
7 SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING
REQUIREMENTS. MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
ME TALS UDING
O IN CMAYY COME INTO CONTACT WITH ALUM NUORDMICEWITHIII( CURRENT FOC CHID IM UNLIT FRAMING SHALLFASTENERS L
BE ROTIC I0. THATTABLE
OF CONTENTS SHEET
REVISION SHEET OESCRIPTION 1
GENERAL NOFES i TYPICAL ELEVATIONS 2
MULLIONS CROSS SECTIONS ANCHOR
CUP CONFIGURATIONS A
VERTICAL SECTIONS S
ANCIIOR
lOA01ABlE5 FOR 772l ONE-WAY MULLION
6
ANCHOR
LOAD TABLES FOR 2723 TWO-WAY MULLION
7
ANCHOR
LOAD TABLES FOR 2724 ONE-WAY MULLION
B
ANCHOR
LOAD TABLES FOR 2724 TWO-WAY MuuluN
9
ANCIIOR
LOAD TABLES FOR 2719 OHE•WAY MULLION
Il0ANCHOR
EOAO TABLES FOR 2728 TWO-WAY MULLION
1.
DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2,
CHOOSE A MULLION THAI PROPERLY FITS THE FENESTRATION PRODUCT 1,
DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: ASSEMBLIESCONSISTINGOFSTACKEDORSIDE•BY•SIOE UNITS REQUIRE USE OF ONE-WAY MULLIONS. ASSEMOHESCONSISTING
OF MULTIPLE UNITS MUUED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE
Of TWO-WAY MUtUON5. 4.
VERIFY THAI MUI LION DESIGN PRESSURE MEEIS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING
CHARTS ON SHEETS fr 10. S
QUALIFIED Cl IP TYPES APPEAR ON SIECIS I B 4. MULTIPLE ANCHOR IYPE/SUBSTRAIE/CLIP COMBINAIIONS WITHIN
AN OPENING ARE ALLOWED. 6.
THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN
PRESSURE RAIIIIG. Silver
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iwvio .. Ten FL N: FL6067 DATE:
10.06.
17
SCALE. OwG. P: IOF
10
SERIES 2723
TUBE MULLION
O
NN
O
1.00"
SERIES 2724
TUBE MULLION
NOTE: SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
SERIES 2728
TUBE MULLION
67H FK
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F•
c PO
7
4,.Ss ONAL •`'
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fl N.
FL6067
oAM 10.06.17
s
DWG. a:
2 OF 10
MULLION ANCHOR BRACKET 50-2722 MULLION ANCHOR BRACKET 50-2722
ALUMINUM (6063-T6) ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING
Silver Line
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FL6067
DAIE: 10.06.17
SCALE:
DWG. a.
3 OF 10
EXTERIOR
VERTICAL
MULLION
SUBSTRATE BY
I INTERIOR
I MULLION ANCHOR
11 11 BRACKET50.2722
11 II
I III I 1/4' MAX.
II II
11 11 r
MIN.
EDGE OISTANCE
q ANCHOR DETAIL
4 MULLION ANCHOR BRACKET SO.272Z
MIN. EMB.
HORIZONTAL / MIN. EMBED
TRANSOM J 1/4" MAX.
MULLION
1,
II
1
I
VERTICAL MULLION ANCHOR
MULLION i i i I BRACKET 2722
ANCHOR SCHEDULE
SCREW EMBEDME EDGE
SUBSTRATE INSTALLATION OTY PER ANCHOR TYPE NT DISTANCE
TYPE LOCATION IN.) IN.)
ANCHOR
WOOD BRACKET 6 It14 WOOD ANCHOR 1.5 0.75
50.2722
CONCRETE/
ANCHOR
BRACKET 4 0 ITW TAPCON 1.0 2.50
MASONRY 50-2722
ANCHOR
ALUM
BRACKET 6 SELF -DRILLING SMS 3 THREADS 0.50
MULLION 50.2722
NOTE
HEAD. SILL AND JAMB HAVE
SIMILAR DETAILS
N01 E
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION E CLIP ASSEMBLIES. SEE
SHEETS •IOFORA LOWA L MU1110N
CONFIGURATIONS, SI[LS, ANO DESIGN
PRESSURES.
VERTICAL SECTION
4 ALUMINUM MULLION
SIDE VIEW -VERTICAL
Sliver Line
bAnd'eTifR
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K m 11 m
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NN
6 \a E
a ti
a REMARY.
S BY OAIE 6TH
FBC EOI LION I AG 10/11 twcw..
auaaar mi
sawe'Ovia .. mw FE
of: FL6067
DATE:
10.06.17 DWG.
BY: CHK. BY• lAG
HFN
SCALE:
NTS owca:
swnn14 4
OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY)
L - Mull W - Tributary Width (in)
Length (in) 18.0 20.0 22.0 24.0 1 26.0 1 2&0 30.0 132.0 34.0 1 30.0 138.0 40.0 1 42.0 1 44.0 40.0 1 46.0 1 50.0 52.0
24.0 1000 1100.0 1100.0 1000 100.0 100.0 100.0 1100.0 100.0 1 100.0 1 to0.0 100.0 1 100.0 1 100.0 100.01 took 1100.0 100.0
26.0 100.0 1100.0 1 100.0 1 oo.0 1 100.0 100.0 100.0 100.0 l o0.0 1 100.0 1100.0 100.0 1 100.0 1 100.0 100.0 1100.0 100.0 100.0
28.0 100.0 1 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1100.0 1100.0 100.0 1100.0 1100.0 100.0 1100.0 1100.0 100.0
30.0 100.0 1100.0 1oo.o 100.0 1100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 too 100.0 100.0 100.0
J2.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 t00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1UU.0 100.0 100.0
34.0 100.0 1100.0 100.0 100.0 1100.0 1000 100.0 100.0 100.G 100.0 100.0 100.0 10o.0 100.0 100.0 100.0 100.0 100.0
30.0 100.0 100.0 100.0 100.0 t0o.0 100.0 100.0 100.0 100.0 1oo.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
38.0 100.0 Iwo 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too.0 100.0 0 100.0 100.0 100.0 100.0 100.0
40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 100.0 100.0 100.0 100.0 100.0
42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 100.0 100.0 100.0 100.0 100.0
44.0 100.0 100.0 1(10.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 100.0 t00.0 100.0 100.0 100.0
46.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 100.0 100.0 100.0 100.0 100.0
48.0 100.0 100.0 100.0 10001 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 100.0 1000 100.0 100.0 100.0
50.0 100.0 100.0 100.0 100.0 100.0 10001100.0 1000 100 0 100.0 1000 100.0 0 100.0 100.0 100.0 100.0 1000
52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.011000 100.0 100.0 100.0 100.0 100.0
54.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too.. 0 100.0 100.0 100.0 100.0 0 100.0 100.0 100.0 100.0 100.0
38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 t00.0 100.0 100.0 1000 0 100.0I 100.0 100.0 99.fi 99.0
58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3 97.5 95.9 94.B 93.B 92.8
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 2 92.3 90.7 89.3 88.2 87.361.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 6 67.7 86.0 646 83.4 82.5
64.0 100.0 1000 100.0 lo0.0 1110.0 100.0 100.0 100.0 96.6 93.2 90 3 87.7 5 83.5 81.8 60.4 79.2 78.
166.0 100.0 100.0 100.0 100.0 100.0 t00.0 100.0 96.5 92.7 89 3 66.4 83.9 7 79.7 78.0 76.6 75.3 74.2
100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.-O 85.8 82.9 80.4 2 76.3 74.6 73.1 71.8 70.770.0 100.0 100.0 loo.0 100.0 t00.0 98.4 93.6 89.3 85.7 62.5 79.7 71.2 0 73.1 71.4 1 .9 G8.8 67 572.0 100 0 100.0 100.0 100.0 100.0 95t 90 3 88.1 82.5 79.4 78.8 74 2 1 70.2 68.5 67.0 65.7 64.5 71.
0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 7G.6 73.9 71.5 69.J 67.5 65.8 64.3 G3.0 G1.8 TABLE
NOTES: 1.
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS CLIP
DETAILS. 2.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S.
ANCHOR REQUIREMENTS: WOOD:
1112 WOOD SCREWS CMU:
1/4" ITW TAPCONS CONCRETE:
1/4" ITW TAPCONS METAL:
1/4" SELF -DRILLING SCREWS (GRADE SI 6.
INSTALLATION SUBSTRATES: WOOD
ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL
BE MIN. S.G.=0.55. HOLLOW
CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2.
1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE
ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE
SHALL BE MIN. 4000 PSI. METAL
ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL
SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM
6063-TS. Silver
Line M*
ONE
N\ruwl WE p
oZ is n
yy 1 aa 7
CL MULLION
r\_
I v F .06Y}7 MUIIION
m E Z e E L
mC
W
m wl
I-
w\ -I- wl -I '.' V l a \
eONE-
WAY MULLION DIAGRAMS 1 REMARKS BY oAr1 6TH
FBC E0ITION I AG 10/1 QUALIFIED
ANCHOR CLIPS 1111 + + +
MULLION
ANCHOR BRACKET 50.2722 ALUMINUM
M1163-T6) FOR
WOOD SCREW OR MULLION TO MULLION ANCHORING tom
O.w•\3w In•
i
1 w i- MULLION ANCHOR BRACKET 50.2722 2723
ALUMINUM (6063-T6) FOR
CONCRETE ANCHORING Alt
ODn. s .Y1000.tOi r tpA Fl
M. FL6067
IMTE:
10.06.17 OWG
BY: I CHK. BY: _ SCAIE:
DWG.
a: 5
OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY)
L • Mull W - Tdbulary Width (in)
Length (In) 18.0 20,0 T 22.0 24.0 26.0 2&0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 1 44.0 40.0 4&0 1 50.0 52.0
24.0 100.0 1100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.01 100.0 100.0
26.0 100.0 1100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0
28.0 100.0 1100.0 100.0 100.0 lo0.0 100.0 100.0 100.o 100.0 1W.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
30.0 100.0 1100.0 100.0 to0.o 100.0 100.o 100.0 100.0 100.0 10o.0 100.0 too lo0.o 1oo.o 1o0.o 100.6 100.o 99.o
32.0 100.0 1100.0 1W.0 100.o IWA Iwo Iwo 100.0 100.0 100.0 100.0 100.o 100.0 100.0 1000 100.0 96.5 02.8
34.0 100.0 I 100.o 100.0 10o.o 100.0 1 00.0 100.o 100.o 100.0 100.0 100.0 IW.0 100.0 IW.0 98.7 94.6 90.8 87.3
36.0 100.0 1 100.o IW.0 100.0 1100.0 1100.01 1W.0 I 100.0 1W.0 100.0 100.0 IW.01 IWA 97.5 93.2 89.3 85.8 82.5
38.0 IOO.o I 100.0 100.0 100.01 100.0 100.01 100.0 1100.0 lW-0 100.0 1100.0 1W.0 96.7 923 88.3 84.6 81.2 78.1
40.0 100.0 1 1W.0 100.0 100.0 1 100.0 1W.0 1100.0 1 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 WA 77.2 74.2
42.0 100.0 100.0 1 IW0 1W.0 I 1W.0 I00.0 IW.0 I IWA IW.0 IW.0 96.7 91.9 87.5 1 83.5 79.9 76.6 73.5 70.7
44.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 97,5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5
46.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 98.7 93.2 68.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 78.8 73.1 69.9 67.0 64.3 61.8
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 81,7 59.4
S2.0 100.0 100.0 100.0 1W.0 100.0 100.0 99.0 92.8 67.3 62.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1
54.0 IW.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0
56.0 100.0 1W.0 100.o 100.o 100.0 98.4 91,9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4. 55.1 53.0
58.0 100.0 100.o 100.o 100.o 100.0 95.1 88.7 63.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2
60.0 100.0 100.o 100.0 IW.0 99.0 91.9 858 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 536 51.5 49.5
62.0 100.0 100.0 100.0 100.0 9548 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 66.
6h
51.9 • 49.8 47.9
64.0 100.0 100.0 100.o 100 0 92.8 66.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.6 50:3 • 48.2 46.4
66.0 loo.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 688 65.0 616 58.5 55.7 53.2 48.7 46.8 45.0
68.0 100.0 100.0 1W,O 94.6 87.3 81,/ 75.7 70.9 66.8 63.1 59.7 56.8 54,1 51.6 47.3 45.4 43.7
70.0 100.o 100.0 100.o 91.9 84.6 78 8 73.5 68.9 64 9 81.3 58 0 55.1 52.5 50.1 45.9 44.1 42.4
72.0 100.0 100.0 97.5 89 3 82.5 76.6 71.5 67.0 63.1 59.8 56.4 53.6 51.0 46.7 44.7 42.9 41.2
74.0 100.0 100.0 94.8 86.9 80.2 74 5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 43 5• A 1.7 40.1
S)Iver Line
bAlldlfSCll
as xwa•n on.I
Iq.IN UIN14wC. 1:167.07
MutuON1 ryQQ O 09;j3
Nmn z 09 E I
MULLION I w/ N j ? 5 ti
W .
W QWI
J ~ G
1 F
REMARKS
a
6V OAIEI- wl -II- wI -I
GTH FRC COITION AG 10/17
TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH . 2
TABLE NOTES:
5
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPSCLIPDETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. o . o
4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. p04,
S. ANCH•01RIY000:18121 cssWOODSCREWS
CMU: 1/4" ITW TAPCONS 7j7/ONAI G07losesn!I IIIIII` I s
CONCRETE: 1/4" ITW TAPCONS 0.010.,..';,v; C
METAL: 1/4" SELF -DRILLING SCREWS (GRADE S)
Iw L owu slot R ar
m' K nMa6. INSTALLATIONSUBSTRATES: MULLION ANCHOR BRACKET SO 2722 F
L6067 ALUMINUM
116063461 WOODANCHORSSHALLHAVEAMIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF V. WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING SHALL
BE MIN. S.G.=O.SS. HOLLOW
CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF onlE 10.06.17 2-
1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE
ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2.1/2". 1or_ _
31w I1w• nwcz CHKHFN SCALE:
NTS CONCRETESHALLBEMIN.4000 PSI. •III METAL
ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. uwc. e: SWD014 STEEL
SHALL BE MIN. 18 GA. (0.04S" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK T) ,y,r I- SHEET ALUMINUM
6063•TS. MULLION ANCHOR BRACKET SO 2722 2723
ALUMINUM (6063•761 6 OF 10 FOR
CONCRETE ANCHORING
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY)
L - Mull W - Tributary Width (in)
Length (in) 18.01 20.0 22.0 24.0 20.0 26.0 30.0 32.0 34.0 36.0 30.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0
24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0
26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
28.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
3" 100.0 loan 100.0 100 0 0.0 100.0 100.0 100.0 100.0 100.0 100.0
100.0
100.0 100.0 100.0 100.0 100.0 100.0 100.0
32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10U.0
34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 o0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0
38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too.0 100.0 100.0 100.0 100.0 100.0
42.0 100.0 100.0 100.0 10001100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10001100.0 100.0 100.0 100.0 100 0 100.0
46.0 10001100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.E 100.0 100.0 10o.0 100.0 100.0 100.0 100.0 100.0
52.0 100.E 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 99.6 99.0
58.0 100.0 100.0 10001100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 928
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 160.0 99.1 96.5 94.2 92.3 90.7 89.3 66.2 87.3
62.0 100.0 100.0 100.0 1o0.o 10o.0 100.0 100.0 100.0 100.0 91.5 94.5 91.9 89.6 87.7 86.0 64.6 83.4 62.5
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 67.7 85.5 63.5 81.8 80.4 79.2 78.1
66.0 00.9 1UUM 100.0 100.0 100.0 100.5 To -off 96.5 92.7 89.3 86.4 63.9 81.7 79.7 78.0 76.6 75.3 74.2
68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 65.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7
70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 69.3 85.7 62.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5
72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.8 74.2 72.1 70.2 68 5 87.0 65.7 64.5
74.0 1000 100.0 100.0 100.0 97.3 91 9 87.2 B3.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9
TABLE NOTES:
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR REQUIREMENTS:
WOOD: 412 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1". WOOD
SHALL BE MIN. S.G.=0.55.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF
2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2.1/2".
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063-TS.
Silver Line
nnRa l>crl
ONO wwouu OMNI
m.r.r.nw .Ksm z-
n
N'
0 Faid 483" MULLION
h i O 'y y 2
s 2« :IMULLION nar
N i co 1
W ~
W •
m
In
I-
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R(
MARKS BY OATI ONE-
WAY MULLION DIAGRAMS 6THIlICL01110N AIi 1o t. QUALIFIED
ANCHOR CLIPS MULLION
ANCHOR BRACKET 50-2722 ALUMINUM (
6063-T6) I
1a0• f- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING o
rar- rorrlur t
10'P MULLION
ANCHOR BRACKET 50.2722 2724
ALUMINUM (6063-T6) FOR
CONCRETE ANCHORING uerc
ra r. •ar..rn w wr .r a rrr• a• IFIr111O
7
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FL6067
DATE:
in m; 17 I
SCALE: NTS oWG.
11: SWD014 OF
10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY)
Mutt
W - Tllbutary Width (in)
L -
length (In)
24.0
26.0
18.028.
0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
16.0
48.0
50.0
52.0
Se.o
56.0
38.0
60.0
62.0
64.0
66.0
70.0
72.0
74.0
I8.0
I WO
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
1 O
100.0
100 0
100.o
100.0
20,0
100.0
100.0
100 0
100.0
109.0
100 0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
100.0
100.0
2R0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.6
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100 0
97.5
94.8
24.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10o.0
100.0
100 0
100.0
100 0
100.0
100.0
100.0
I WO
100.0
to0.0
97.5
91 9
89.3
86.9
26.0
100.0
1o0.0
100.0
100.0
100.0
100.0
100.0
ILIUM
100.0
to0.o
100.0
100.0
100.0
100.0
100.0
100.0
1110.0
100.0
99.0
95.8
W.8
90.0
84 6
2.5
80.2
28.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10"
100.0
100.0
100.0
98.4
95.1
91.9
88.9
86.1
83.5
78.8
76.6
74.5
30.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
99.0
95.3
91.9
8&7
85.8
83.0
80.4
75.0
73 5
71.5
69.5
32.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10o.o
100.0
100.0
98.5
92.8
89.J
86.1
83.2
00.4
77.8
754
73.1
68 9
67 0
65.2
34.0
100.0
to0.0
100.0
100.0
100o
100.0
100.0
100.0
100.0
100.0
100.0
98.7
94.6
90.8
97.3
84.1
81.1
78.3
75.7
73 2
70 9
08.8
64.9
63.1
61.4
36.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
lo0.0
100.0
97.5
9J.2
P7669.2
67.0
65.0
6571.3
59.6
57.9
38.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
92.3
88.3
84.6
81.2
78A
75.2
72.5
70.066.5
G7.7
65.5
63.5
61.6
58'
59.
0
58.4
54.9
40.0
100.0
Iwo
100.0
10 00
100.0
100.0
100.0
100.0
96.5
91.9
57.7
63.9
80.4
77.2
74.2
71.5
68.9
64.J
62.2
60.3
58 5
9581
SJ 6
52.2
42.0
100.0
100.0
100.0
100.0
t00.0
100.0
100.0
96.7
91.9
87.5
83.5
79.9
76 G
73.5
70.7
68.1
65.6
63.4
61.3
59.3
57A
55.7
52.5
51.0
49.7
44.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
92.3
87.7
B3.5
79.7
753
73.1
70.2
67,5
65.0
62.6
605
58.5
5G.G
54.8
53.2
506
48.7
47.4
46.0
100.0
100.0
100 0
100.0
100.0
98 7
93.2
88.3
79.
9
76.37G.3
4&0
100.0
00.0
100.0
1oo.0
100.0
94.6
89.3
84.6
50.0
100.0
100.0
100.0
52.0
100.0
100.0
100.0
92.892.8
87.3
52.5
96.5oo.o
96.5
90.8
85.8
81.2 78.1
73.5 70.776.6731 70.273170.2 67.
7
07,5
73,0
69.9
67.1
64,5
62.1
59.9
579
55.9
54.1
52.4
50.8
47.9
46.6
45.J
69.9
67.0
64.3
61.8
59.6
57.4
55.4
536
51.9
50.3
48.7
07.1
64.3
61.7
59.d
57.2
55.1
53.2
51.5
04.5
61.8
59.4
57.1
55.0
SJ.O
51.2
49.5
49.8 4.
448.2 46.
046.8 43.7
45.9 44.1 42.4
4d.7 42.9 41.2
4J.5 41.7 40.1
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS AVOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5, ANCHOR REQUIREMENTS:
WOOD: 012 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1rr. W000
SHALL BE MIN.
HOLLOW CMU ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF
2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2.1/2".
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063-TS.
Silver line
bAndc7sl"+i
EB
OWK SIIYIRI•Y am
rp»II GIRWAWK1. W omf
uOZ 3
Yy3y77
MULLION ^I W Q O Z 3 i C- 1t
rymG =O 9,i 7S
J -1
MULLION tl» W C ` co
v
o
uj in n
R
f
aEMAala ar oA1E
67H FBC EOI"ON AG I 10/1
TWO-WAY MULLION DIAGRAMS H-
rItIoUlARY WIDTH -"
QUALIFIED ANCHOR CLIPS
1+ + +1111 + + +1
MULLION ANCHOR BRACKET 50.2722
ALUMINUM (606346)
1 Ioor 1_ FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
Io»'lUl'
o2w
1010 - MULLION ANCHOR BRACKET W2722
2724
ALUMINUM (606346)
FOR CONCRETE ANCHORING
is Ul MUK n
nN a. v .•w•n•a .. >faa
rl r:
FL6067
DATE: 10.06.17
owGAG cHKHFN
SCALE: NTS
DWc,r: SWO014
SHEET
Q OF 10
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLUWEU.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
ANCHOR REQUIREMENTS:
WOOD: #12 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE 51
INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD
SHALL BE MIN. S.G.=0.55.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF
2-1/2'. HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2.1/2".
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063-TS.
EB
OM M W amt ••M
H•"" qNu"% V[4. "H•ff W
PH ON
Q 2
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aes E
4Q
WQ G ZH}C 6C n
m
C
j 7 GoW
112 /
1
FN HH: f
Y F _++
t-+] MULLION
ANCHOR BRACKET 50.2722 ALUMINUM (
6063-T61 FOR
WOOD SCREW OR MULLION TO MULLION ANCHORING 1••' —
IIW
4WY IH'
E+ + TI
laT I— MULLION ANCHOR BRACKET 50.2722 272E
ALUMINUM (
6063-T6) FOR
CONCRETE ANCHORING fec
I
s• c ow`. oH i an I
nncam .u ilHOAi•noH u. mis Ft
8: FL6067
Hj DATE:
10 06.17 SOME:
DWG.
Hl: 9
OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY)
L - Mull W • Tributary Width (in)
Length (in) 18.0 F20.0 22.0 24.0 26.0 1 28.0 30.0 132.0 1 34.0 36.0 3&0 40.0 42.0 44.0 46.0 48.0 50.0 52.0
24.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
26.0 100.0 100.0 100.0 100.0 100,0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0
2&0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0
30.0 100.0 100.0 100.0 100.0 100.0 100.0 00 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0
31.0 100.0 t 00 0 I.100.010o.0 100.0 100 0 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.834.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 98.7 94.6 90.8 87.3
30.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5
J&o 100.0 100.0 400.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 96.7 92.3 80.3 84.6 81.2 78.1
40.0 100.0 100.0 100.0 1000 100.0 100.0 100 0 100.0 100 0 100.0 100.0 96 5 91.9 87.7 83.9 80.4 77.2 74.2
42.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7
44.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 763 73.1 70.2 67.5
46.0 100A 100.0 100.0 100.0 100.0 10040 100.0 100.0 98.7 932 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5
48.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4
32.0 100.0 100.011000 100.0 100.0 100 0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1
54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0
55.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.8 725 68.9 65.6 62.6 599 57.4 55.1 53.0
58.0 100.0 100.0 100.0 100.01 100.0 1 95.1 88.7 1 83.2 1 783 73.9 70.0 66.5 63.4 60.5 57.9 55.4 532 51.2
0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5
0 100.0 100.0 100.0 95.8 88.9 830 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9
0 1000 t00.0 100.0 92.8 861 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4
0M1000 100 0 100.0 97.5 90A 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0
0 100.0 100.0 94.6 07.3 81.1 75.7 70.9 66.6 63.1 59.7 568 54.1 51.6 49.4 47.3 45.4 43.7
0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 60.1 47.9 45.9 44.1 42.4
0 100.0 97 5 89.3 82.5 78.6 71.5 67,0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2
0 100.0 94.8 8G 9 80.2 74.5 69.5 65 2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43 5 41.7 40. t
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
WOOD- U12 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF-ORILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1". WOOD
SHALL BE MIN. S.G.=0.55.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF
2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2".
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063-TS.
Sliver Line
AIId Y7lT
vat waava ouvl
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MULLION h 2: (j <
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TWO-WAY MULLION DIAGRAMS
TRIBUTARY MOTH • j
t,
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F
QUALIFIED ANCHOR CLIPS
7
0 . T T ? a
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Sam m Ia
C a ar/ NIL 3Dju
MULLION ANCHOR BRACKET SO.2722
i K A
MR aaa v mIlm IM t Tar•
ALUMINUM (606346) It a:
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
IIw 4*or DATE: 10.06.17
al/r- _
1 owcAG ilk BY:
SCALE: NTSGoIjv"
0--. SWD014
SHEET
MULLION ANCHOR BRACKET SO.2721
2728 ALUMINUM (6063-T6) 10 OF 10
FOR CONCRETE ANCHORING
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
Silver Line Windows and Doors
Series2723/2724/2728
Structural Beam Mullion
for
Florida Product Approval
FL# FL6067
Report No. 5510
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub — Category: Mullions
Product: Series 2723/2724/2728 Structural Beam
Mullion
Material: 6063-T6 Aluminum
Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:02/08/2018
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hennes F. Norero. P.E.
Reason: I am approving this document
Date: 2018.02.12 19:07:02-05'00'
oIt11111////,/
FAO
7
NAL ``
Hermesrd!o P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 2723/2724/2728 Structural Beam Mullion
FLV: FL6067
Date: 02/08/2018
Report No: 5510
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL a 73778) for Silver Line
Windows and Doors based on Method id of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD014, signed and sealed by Hermes F. Norero, P.E. (FL 4 73778) for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does require an impact resistant
covering.
S. Site conditions that deviate from the details of drawing SWD014 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD014 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL6067
Date: 02/08/2018
A Perfect Solution in Every Drop! Report No: 5510
Certificate of Authorization: 29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been tested per:
TAS 202-94
ASTM E330
Referenced Data:
1. Product Testing performed by Testing Evaluation Lab, Inc.
FBC Organization # TST4317)
Report #: TEL 05-1007-2 Report Date: 10/05/2005
Installation:
2. Quality Assurance Entity
Window and Door Manufacturers Association
FBC Organization #QUA2515)
Refer to Installation Instructions (SWD014) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD014) for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
SILVER LINE WINDOWS AND DOORS
SERIES 2723, 2724, 2728
STRUCTURAL BEAM MULLION (HVHZ)
F rlrGENERALGEGENERALNOTES:
WE
1. TNJ PRODUCT SHOWN HEREIN IS DISIG14EO AND MANUFACTURED TO COMPLY WI III TIIE CURRENT FLORIDA d d
BUII LING CODE (FSCI, INCLUDING HVH2 AND HAS BEEN LVALUAIFU ACCORDING 10 THE FOLLOWING:
VAS 203.94
TAS 202.94
TAS 201.94
ASTM E330
IN
2 ADERESISTINGSUACY YSTEM CAPABLE OF WITHSTANDINGFTHEEXISTINGSFRUCIURALCAND TRANS ERRING APPUEO PRODUCT LOAADS TO
0 EORCE
FOUNDATION IS THE RESPONSIBILITY Of THE ENGINEER OR ARCHITECT OF RECORD FOR TN( PROJECT OF
INSTALLATION.
IX
PROPENty SF(A Alt LOAD$ 10
3 TIIE SIRUCTURkD 2X S BUCR OESIGNVAN01NSNALLS1AllAIf10N ISNED NOE RESPUNSOBIIOTY OF INC ENGIUCEROMARCHITICTOF RECORD
FOR 111E PROJECT OF INSTALLATION. 4
111E INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE. IF SIZE CONDITIONS CAUSE INS]ALLATION TO DEVIAIE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSEO ENGINEER OR ARCHITECT SHAH PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT
IN NON HVH2 AREAS. IN IMU AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM AIIAMI.
OAOE PERA S
MULLION 6 CLIP MATERIAL. ALUMINUM 6WS•I5 6 6063•TG (AS NOTED) 6
MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 7.
SEE SHEETS S•10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHOAING REQUIREMENTS, R1U1
LION CONFIGURATIONS. AND DESIGN LOAD CAPACITIES. S.
IN ACCORDANCE WITH THE CURRENT 15C CH2O DISSIMILAR METALS INCLUDING FASTENER THAT MAY COME INTO
CONIACI WIIH ALUMINUM UNIT FRAMING SHALL BE PROTECIED TABLE
OF CONTENTS SHEET
REVISION SHEET DESCRIPTION 1
GENERAL NOTES AND IYPICAL ELEVATIONS MULLIONS
CROSS SECTIONS ANCHOR
Cl HP CONFIGURATIONS 4
VERTICAL SECTIONS B ANCHOR SCHI WI ES S
ANCHOR LOAD I ABEES FOR 7733 ONE-WAY MULLION 6
ANCHOR LOAD TABICS FOR 2723 TWO-WAY MULLION 7
ANCHOR LOAD TABLES fOR 2724 ONE-WAY MULLION y
ANCHOR LOAD TABUS FOR 2774 TWO-WAY MULLION g
ANCHOR LOAD TABLES FOR 2728 ONE-WAY MULLION 10
ANCNOR LOAD TABLES FOR 1728 TWO-WAY MULLION I
1
vv
PRA
vv
IMPACT)
l
A
8_ 4'
4 W2
Wl
I
A
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0: it INSTRUCTIONS.
1,
DETERMINE
REQUIRED DESIGN PRESSURE FOR OPENING 2. CHOOSE
A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. OETERMINE
WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: ASSEMBLIFS CONSISTINGOFSTACAEOORSIOE-BY•SIOE UNITS REQUIRE USE OF ONE-WAY MULLIONS. ASSEMBLIES CONSISTING
OF MULTIPLE UNITS MUILEO TOGETHER WITH MUIIIPLE MULLIONS REQLRRE USE OF
TWO—WAY MULLIONS. A. VERIFY
IHAI MUIIION DESIGN PRESSURE MEETSOR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS
ON SHEETS 6610. S. QUALIFIED
CLIP TYPES APPEAR ON SHEETS 3 A 4 MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINAI IONS WI1111N AN
OPENING ARE ALLOWED. 6. THE
IESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE
RATING. TFF A
w:ii..a a >M RITE mL
Q nIIOYnPI Y >dfA FL P:
F L6067
DATE: 10.
06.17 Ow" AerC7"
XH
F NSCALE: NTS
G.R:
SWD015 SHEET IOF
10
SERIES 2723
TUBE MULLION
1.00"
SERIES 2724
TUBE MULLION
NOTE: SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
Nnf11
O
SERIES 2728
TUBE MULLION
Sllver li_ne
ED'
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FUC EDITION I AG 110/17 1 Sol
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10.06.17 owGE""
HF AG NSCALE: NTS
owG.a:
SWD015 2 of
10
7.69"
MULLION ANCHOR BRACKET 2722
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
7.69"
MULLION ANCHOR BRACKET 50-2722
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
Silver line
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DATE: 10.06.17
Owc.48 CHN. FN
SCALE: NTS
DwG.e: SWD015
3 OF 10
EXTERIOR
VERTICAL
MULLION
SUBSTRATE BY
MIN.
EDGE DISTANCE
A ANCHOR DETAIL
4 MULLION ANCHOR BRACKET SO.27ZZ
r 1/4- MAX.
MB.
ANCHOR SCHEDULE FOR MULLIONS
SCREW EMBEOME EDGE
SUBSTRATE
INSTALLATION CITY PER ANCHOR TYPE NT DISTANCE
TYPE LOCATION IN.) IN.)
WOOD
ANCHOR
BRACKET 6 K14WOOD ANCHOR 1.5 0.75 50.
2722 CONCRETE/
ANCHOR
BRACKET
4 i" 01TW TAPCON 1.0 2.50 MASONRY
50.2722 ALUM.
AANCHOR
BRACKET
6 1/4" SELF -DRILLING SMS 3 THREADS 0.50 MULLION
50-2722 NOTE
HEAD,
Slll AND IAMB HAVE SIMILAR
DETAILS NOTE
DETAII
S SHOWN ARE TYPICAL FOR ALL MULLION
S CLIP ASSEMBLIES. SEE SIIE
TSS•IOFOR l WABI MULLION CONFIGURAI
IONS, SIZES. ANU DESIGN PRESSURES.
Silver
line tin1;
1 a MIN.
EMBED dA
xY11Ywl YaM gneawntiwaan
oml HORIZONTAL / Mlaw
Ill 4113 TRANSOM)
1/4-MAX. MULLION
II II VERTICAL
I I I I MULLION ANCHOR p 4' a
MULLIONBRACKET2722., 3 jD Y3 II
11 vaC G s 13=3V• Kg7`Ci ryWa
man`
m img 6 <•
g
VERTICAL SECTIONN W N a
n
4
ALUMINUM MULLION SIDE
VIEW -VERTICAL REMARKS BY OATI GTH
FBC COITION AG 10/1 p%
J111 F 1111" ES
F. NAIL '-?
G,` an Wowwom
r ax1 Ft It:
F L6067
OATL: 10.
06.17 owcAG "KHFN
SCALE: NTS
Dwc. it;
SW D015 SHEET 4
OF
10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY)
W - Tdbutery Width (in)
L •Mull
Length (in]
24.0
26.0
2&01
20.0
32.0
34.0
36.0
36.0
10.0
42.0
44.0
46.0
18.0
50.0
52.0
54.0
56.0
58.0
60.0
62.0
61.0
66.0
68.0
70.0
72.0
71.0
8
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100 0
100.E
100.0
100.0
100.0
100.0
ILIUM
1UO.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100,0
1000
100.0
100.0
1000
100.0
100.0
100 0
100.0
100.0
100.0
ILILI.LI
1110.0
100.0
100.0
100.0
100.0
oLI.o
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
ILIO.o
1 o0.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
Ioo.o
100.0
1OUS)
100.0
100.0
1000
100.0
100.0
100.0
too
100.0
100.0
100.0
100.0
100.0
100.04.3
100 0
100.0
1UU.0
100.0
1000
100.LI
100.0
too .0
100.0
000
1Do.LI
100.0
IUU.0
100.0
1000
100.0
100.0
100.0
100.0
1o00
100.0
100 0
1U0.0
100.0
100.0
973
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.LI
1000
100.0
100.0
100.0
98.4
91.9
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
lou.0
100.0
1U0.0
1000
100.0
100.0
971
93.6
87.2
100.E
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.5
92.8
69.3
83.2
100.0
loU.O
100.0
100.0
100.0
1o0.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.6
92.7
89.0
85.7
79.7
36.0
100.0
100.0
100.0
IUU.0
3&0
100.0
100.0
100 0
100.0
40.0
IO0.0
100.0
100.0
100.0
42.0
100.0
100.0
100.0
1ao.o
44.0
100.0
100.0
100.0
100.0
46.0
100.0
100.0
100.0
1LIo.o
4&0
100.0
100.0
100.0
l000
50.0
100.0
100.0
105.0
oo.0
52.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
100.0
100.0
100.0
100.0
100.0
too
too.0
1000
97.5
93.2
89.3
85.8
82.5
76 6
100.0
100.0
100.0
100.0
100.0
100.0
100.0
toot)
100.0
100.0
100.0
100.0
100.0
100.0
99.1
94.5
90.3
86.4
82.9
79.7
73.9
100.0
100.0
100.0
100.0
100.0
1LIo.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
81.9
87.7
d3.9
80.4
77.2
71.5
10U.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1UU.0
100.0
100.0
1006
99.3
94.2
89.8
85.5
81.7
78.2
75.0
69.3
100.0
100.0
loom
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
92.3
87.7
83.5
79.7
76.3
73.1
87.5
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
959
90.7
86.0
81.8
78.0
74.6
71.4
100.0
00.0
100.9
100.0
toO.0
100.0
LOOM
100.0
100.0
tO0.0
100.0
100.0
100.0
94.6
89.3
84.6
80.4
76.6
1o0.0
100.0
100.0
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100.0
100.0 100.0
99.6 99.0
93.6 92.8
88.2 87.3
83 4 815
79.2 78.1
75.3 74.2
73.1 71.8 70.7
69.9 68.6 67.5
65 8 6.0 67.0 61.8
TABLE NOTES:
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
WOOD: R12 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE S)
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1". WOOD
SHALL BE MIN. S.G.=0.55.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF
2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2".
CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063•T5.
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ONE-WAY MULLION DIAGRAMS NLMARKS
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QUALIFIED ANCHOR CLIPS
F+ 11 + + +1
MULLION ANCHOR BRACKET 50.2722
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
a7o•- -
7.r i!1•
ns• t + +
TI I'"" MULLION ANCHOR BRACKET 50.2722
2723 ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
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FL6067
GATE: 10.06.17
ST. <"KHFN
SCALE: NTS
c..: SWD01S
SHEET
5 OF 10
L - Mull
W - Ttibutery Width (in)
TWO-WAY MULLION DIAGRAMS
Sllvef line
bAndci3Fri
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W
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F V
REMARKS B6TH
F6C gAG 10/17I 70.0
100.0 100.0 100.0 91.9 64.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 89.3
82.5 76.6 1 71.5 1 67.0 1 63.1 159.6 56.4 53.6 1 51.0 48.7 46.6 45.9
441 44.7
42.9 41.2 1tRieuTAAr w orH ==2 m..wnunwwmaaae
i•w a• m• m•.
mw ..ww.a: a Dort• oc••wnr"';"""'"""
0 SS,%Olitool"
72.0
100.0 100.0 97.5 74.0
1 100.0 1100.0 1 94.8 j 66.9 L60.2 74.5 1 69.5 1 652 1 61.4 1 57.9 1 549 1 52.2 1 49.7 1 04 45.3 1 43.5 1 41.7 40.1 DES F.
O TABLE NOTES:
QUALIFIED ANCHOR CLIPS a ' 7 1,
SEE
SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS.
2. LINEAR
INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. O C tug; 3. SEE
THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. s'floo G`,
i
4. SEE
SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 7F11 1111, S. ANCHOR
REQUIREMENTS: w!• r..illb! rt n•r
ra . +an WOOD: P12
WOOD SCREWS C. a.. •rro CMU: 1/
4" ITW TAPCONS CONCRETE: 1/
4" ITW TAPCONS MULLION ANCHOR BRACKET 50.2722 c9pt w
in" Flr: METAL:
1/
4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION
SUBSTRATES: WOOD ANCHORS
SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD ALUMINUM 6063-
T61 FOR WOOD
SCREW OR MULLION TO MULLION ANCHORING F L6067 oA1c: 10.
06.17 SHALL MIN.
S.G.=0.55. HOLLOWW CMU
ANCHORS SHALL HAVE A MIN. EMBEDMENT Of 1-1/4" &EDGE DISTANCE Of MEDIUM WEIGHT
CONFORMING TO ASTM C 90. tv_ +r +++
o
AG
HWN SCALE: NTS
24/2". HOLLOW CMU SHALL BE CONCRETE ANCHORS
SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2.1/2"• n uwG.
r:
SW D015 CONCRETE SHALL
BE MIN. 4000 PSI. METAL ANCHORS
SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. w I- MULLION ANCHOR BRACKET 50-2722 SHEET 6
OF
10 STEEL SHALL
BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK 2723 ALUMINUM (6063•T6) ALUMINUM 6063-
T5. FOR CONCRETE ANCHORING
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY)
L - FdUB W - Tributary Width (in)
Length (in) 18.0 20.0 1 22.0 24.0 1 26.0 1 28.0 30.0 132.0 1 34.0 36.0 138.0 1 40.0 42.0 44.0 46.0 48.0 50.0 52.0
24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 01100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
26.0 100.0 100.0 100.0 100.0 100.011000 100.0 100.0 100 0 100.0 TOO 1000 100.0 1000 100.0 100.0 100.0 100.0
2&0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Imam 100.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 100.0
32.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
34.0 100.0 100.0 100.0 100.0 100.0 00.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0
36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100011000 100.0 100.0 100.0 100.0 100.0 100.0 100.0
38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0
40.0 10001100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0
42.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 two 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
44.0 100.E 100.0 100.E 100.E 100.0 100.0 1000 100.0 100 0 10001100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.E
46.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0
52.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 IOU 100.0
56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0
58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too- 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8
60.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 99.1 96.5 94.2 92.3 907 69.3 88.2 87.3
62.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 97,5 94.5 91.9 89.6 87.7 86.0 84,6 83.4 82.5
64.0 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 66.6 93.2 90 3 87.7 85.5 83.5 81.8 78.1
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.7 86.4 83.9 81.7 79.7 74.6
74,2
68.0 100 0 100.0 100.0 100 0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 VOWO,.
4792
70.7
70.0 100.0 t00.0 1000 t00.0 100.0 98.4 93.6 89.3 85.7 82.5 797 77.2 75.0 73.t714 67,5
72.0100.0 100.0 100.0 100.0 100.0 95.1 90 3 86.1 82.5 79.4 76.6 74.2 721 70.2 68.5 64.5
74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.2 73 0 70.2 67.7 65.5 63.5 589
TABLE NOTES:
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
WOOD:1112 WOOD SCREWS
CMU: 1/4" ITW TAPCONS
CONCRETE: 1/4" ITW TAPCONS
METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF I".WOOD
1 10o,
SHALL BE MIN. S.G.=0.55.
HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 01P_ _ )or )or
2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2". n,
CONCRETE SHALL BE MIN. 4000 PSI.
METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. tor -
STEEL SHALL 8E MIN. 18 GA. (0.045' THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK
ALUMINUM 6063-T5.
2724
Silver Line
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ANCHOR BRACKET 50.2722 ALUMINUM (
6063.161 FOR
WOOD SCREW OR MULLION TO MULLION ANCHORING MULLION
ANCHOR BRACKET 50.2722 ALUMINUM (
6063-T6) FOR
CONCRETE ANCHORING LL1111111111/
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K. FL6067
DATE:
10.06.17 I
SCALE: NTS owG.
N: SWDO15 7
OF 10
5/4/2018 Florida Building Code Online
SCIS Home l Log In I User Registration
Florida
diopr Product Approval
USER; Public User
4 U1 ,
r
Mot Topa3 Submit Surcharge I Stats 6 Farm Publications .' FBC Staff 1 SCIS site Map ' Unks Search
Product Approval Menu > Product or Application Search a Appthcanon List > Application Detail
FL # FL13192-RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
909)349-2927
pingsheng.zhu@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 20901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Ronald I. Ogawa
Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL13192 R5 COI RIO - Certificate of Independence.pdf
Referenced Standard and Year (of Standard) Standard
ASTM C1186
ASTM E330
Year
2007
2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13192 RS Eouiv RI0-2692E-17 ASTM C1186 eauivalenMI&
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtsk%2bGnUu47ogxmaHRnHilDSL7Rnc9n14NP2iZim2vOrA%3d%3d 1/3
5/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
FL X I Model, Number or Name I Description
13192.1 Cemplank Lap Siding
i
fiber -cement lap siding
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13192 R5 !1 CemPlank-Installation.odf
1 Approved for use outside HVHZ: Yes FL13192 R5 11 ER RIO-2683-17 Plank Wood Metal Frame.od
Impact Resistant: N/A I FL13192 R5 Il ER RIO-2687-17 Plank Shingle [o CMU.Rdf
Design Pressure: N/A FL13192 R5 Il ER RIO-2688-17 Plank WSP SheathingjZjff
Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 it NOA 17-0406.06.odf
10406.06 Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal
Frame,Rdf
FLI3192 R5 AE ERR] -2687-17 Plank Shinqle to CMU.odf
FL13192 RS AE ER RIO-2688-17 Plank WSP SheathingRdf
FL13192 R5 AE NOA 17-0406.06.odf
Created by Independent Third Party: Yes
i
13192.2 HardiePlank Lap Siding fiber -cement lap siding
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13192 RS 11 ER RIO-2683-17 Plank Wood Metal Frame.odf
Approved for use outside HVHZ: Yes I FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.Rdf
Impact Resistant: N/A FL13192 R5 it ER RIO-2688-17 Plank WSP Sheathingpdf
Design Pressure: N/A FL13192 R5 II HardiePlank-Installation.odf
Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.odf
0406.06 Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 RS AE ER RIO-2683-17 Plank Wood Metal
Frame.odf
FL13192 R5 AE ER RIO-2687-17 Plank Shinqle to CMU.odf
FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathingpdf I
FL13192 R5 AE NOA 17-0406.06.odf
Created by Independent Third Party: Yes
13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No Fl +3192 R5 II ER RIO-2685-17 Shinqle Wood Metal i
Approved for use outside HVHZ: Yes Frame.Riff
Impact Resistant: N/A FL13192 RS 11 HardieShingle-Installation.odf
Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121
Other: Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal
Frame.odF
Created by Independent Third Party: Yes
i
13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered
edge, half round edge)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal
Approved for use outside HVHZ: Yes Frame-RdF
Impact Resistant: N/A FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.odf
Design Pressure: N/A FL13192 R5 11 HardieShingle-Installation.odf
Other: Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal
Frame.pdf
https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwlDgtsk%2bGnUu47ogxmaHRnHIlDSL7Rnc9nl4NP2iZim2vOrA%3d%3d 2/3
5/4/2018 Florida Building Code Online
FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.pdf
Created by Independent Third Party: Yes
13192.5 Prevail Lap Siding fiber -cement lap siding
Limits of Use Installation Instructions
Approved for use in MVMZ: Yes FL13192 R5 11 ER RIO-2683-17 Plank Wood Metal Frame.odf
Approved for use outside MVMZ: Yes FL131923192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.odf 1
Impact Resistant: N/A i FL131923192 RS 11 ER RIO-2688-17 Plank WSP Sheathingpdf
Design Pressure: N/A FL13192 R5 Il NOA 17-0406.06.odf
Other: For use in HVHZ install in accordance with NOA 17- ' FL13192 R5 II Prevail-Lac-Slding--lnstallarion.o
0406.06 i Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal
Frame.Odf
FL13192 Rs AE ER RIO-268.7-17 Plank Shingle to CMU.Odf
FL13192 R5 AE ER RIO-2688-17 Plank WSP Shearilingj&
FL13192 R5 AE NOA 17-0406.06_12dr
Created by Independent Third Party: Yes
E:ti VCr:
Contact :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824
The Stale of Florida Is an AA/EEO employer. I',QRy phl 2007.2013 State of Florida.:: Privacy 5tatement :: Accessibil4y, Statement :: Refund Statement
Under Florida Isw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mad to this entity. Instead. Contact the office by phone or by traditional mad. If you have any questions, please contact 850 487.1395. 'Pursuant to Section
455.275(1). Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 45S. F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S.,
please tuck here .
Product Approval Accepts:
Credit Card
Safe
httpS:Ilfloridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXCtMDgtska/02bGnUu47ogxmaHRnHIlDSL7Rnc9nl4NP2iZim2vOrAa/o3da/o3d 3/3
5/4/2018 Florida Building Code Online
u
Business & Professional Regulation
SCIS Home Lag In i User Registration Mot Topics Submit Surcharge 1 Scats 6 Facts 1 Publications i FSC Staff BCIS Site Map links 1 search
bProduct®Approval
USER: Public User
a
Product 4oproyal Menu > Product or sophcetion Search > A phcation list > Application Detail
PCFRCECF FL 0 FL13265-R3
SECRETORY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
909)349-2927
pingsheng.zhu@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Ronald 1. Ogawa
Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL13265 R3 COI RIO - Certificate of Independence.odf
Referenced Standard and Year (of Standard) Standard
ASTM C1186
ASTM E330
Year
2007
2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13265 R3 Equiv RIO-2692B-17 ASTM C1186 eauivalencv pj
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQMDgvRk6bsvZ66FOMz7xGPgknePmcKGcy5NkInTVmOuTo3Vwa/o3da/o3d 112
5/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
FL !i Model, Number or Name Description
13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit
i I panels I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ install in accordance with NOA 17-
0406.06
Installation Instructions
FL13265 R3 11 ER RIO-2684-17 Soffit wood metal Frame.Ddf
FL13265 R3 II HardieSoffit-Installation.Ddf
FL13265 R3 11 NOA 17-0406.06.Ddf
Verified By: Ronald 1. Ogawa 24121
1 Created by Independent Third Party: No
Evaluation Reports
FL13265 R3 AE ER RIO-2684-17 Soffit wood metal
Frame.odf
FL13265 R3 AE NOA 17-0406.06.odf
Created by Independent Third Party: Yes
3aCh vest
Contact Us :: 26D1 Blair Stone Road, Tallahassee Ft. 32399 Phone- 850-487.1824
The State W Florida is an AA/EEO employer.yr19ht 2007.2013 State of Florida. :: Privacy Statement :: Atcessibikly Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want vbur e-mail address released in response to a public -records request, do not send electronic
mail to INS entity. Instead. contact the office by phone or by traditional mail. If you have any questions, please Contact $50.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address of they have
one. The Cma4s provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 45S, F.S.,
please Click here.
Product Approval Accepts:
ER
Credit Card
Safe
https:llloridabuilding.org/pr/pr app otl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgknePmcKGcy5NkinTVmOuTo3Vwa/o3da/o3d 2/2
L p.
MIAMI. COUNTY r
g awa .,... ACCREDrSIMlRo
July 30, 2017
Pingsheng Zhu, P.E.
Product Compliance Engineer
James Hardie Building Products
10901 Elm Ave.
Fontana, CA 92337
Re: NOA-17-0406.06
Relative to FBC 2017
Project RIO-2679AA-17
Dear Pingsheng:
After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida
Building Code.
Referenced Standards in the 2017 FBC:
1. Wood: AWC NDS-2015 & SDPWS-2015
2. SUuctural Loads: ASCEISEI-7-10
3. Concrete: ACE-318-14
4. Masonry, TMS402-20161AC1530-131ASCE-5-13
5. Structural Steel. AISC 360-10 (including manual of steel construction 2010 (140i edition))
6. Cold -formed Steel: AISI 100-12
7. Aluminum: ADM-1-2015
In addition, I am making the following Statement of Independence as requested:
1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or
distributing products for which evaluations are issued.
2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect.
3. Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for
which reports are being Issued.
4. Ronald Ogawa does not have, nor will 4 acquire a financial interest in any other entity involved in the approval process of the product.
Should you have any questions on anything, please contact me.
Sincerely,
Ronald I. Ogawa, P.'E. U
RI Ogawa & Associates, Inc.
IAS Laboratory Approval, TL 360
IAS Quality Control Agency, AA-705
CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity
State of Florida Approved Validator and Third Party Quality Control Agency
714) 292-2602
ronttriogawa.com
CC: Roger Ogawa — RI Ogawa & Associates, Inc.
Karen Ogawa — RI Ogawa & Associates, Inc.
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Lab Address: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail:
Mailing Address: 16835 Algonquin St. 0443. Hurdington Beach. CA 92649 • Phone (702) 491-3710 • Fax (714) 908-1815 • E-mail:
Engineering 9 Ouality Control 9 Product Development 9 Inspections 9 Code Consulting 9 Expert Witness 9 Testing
coUNTC,
ML',MI-DADE COUNTY
PRODUCT CONTROL SECTION
1) 805 SW 26 Strcct, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RF,SOURCF.S (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMLNISTRATION DIVISION T (786) 315-2590 F (736) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.cov/economv
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This N10A shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may brunediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. P\Z., PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Pancl; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald 1. Ogawa, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
rVIISSILE LNI VACT RATING: Large and Small Missile Impact Resistant
LABELDgG: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the
following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control
Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit
panels.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
LNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 15-0122.04 and consists of this page l and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 17-0406.06
rutArtr•ouPROVED rtrr
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
y7 /2017 Page 1
James Hardie Building Products. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNQTTED
A. DRAWINGS "Submitted under NOA # 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; HardieSofft, CeimSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa,
P.E.
B. TESTS "Submitted under NOA # 13-0311.07"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
Submitted under NOA # 02-0729.02"
Laboratory Report Test Date Signature
2. AT1-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E.
3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E.
4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. NL4,TERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under N0.4 # 15-0122.04"
1. Statement letter of code conformance to the 5` edition (2014) FBC issued by Ronald
I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I.
Ogawa, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
E-1
i
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration te05/01/2022
By
Mlanrl- Is a Product Control
Znms M 0
WALL LENGTH
Stud Spacing at 1W U.C.
Nails
I
at W O.C.
r (
typ.)
318" Minimum Edge Distance
Sheathing fastener, as described in
Note 1
Panel fastener, as described in
Note 2
1 HardiePanel, Cempanel,
Prevail Panel Siding
l
Water -resistive barrier per
Florida Building Code Section
1404.2
518" thick /5 ply APA rated
plywood sheathing fastened in
accordance with Florida Building
Code Section 2322.3
2" X 4" S-P-F Wood Studs
The wall and sofTd frames are to be designed
by the Architect or Engineer of Record in
compliance with the Florida Building Code.
SEE
DETAIL A
1
518" 010k, 15 ply APA rated
piywmod sheathing In
aeoodence with Florida
Bulling Code Section
Y, 23' 23
3
Water -resistive
r ' barrier per Florida
Building Code
Secion 1404.2
2' X 4' S-P-F
Wood Studs
PRQDUC TLJE_SCRIPTION
HardiePaneldfl. CernpanelO. &
Prevail® Panel Siding materials are
nonasbestos fiber-cament products
tested in accordance with ASTM
C 1186 Grade 11, Type A and meeting
lite requirements ofthe Florida
Building Code.
P6N-gL o MRRSillMls
Wdth Length Thickness
4' 8,9,10' 5116"
DESIGN PRESS_U-9-EBA- 1NA
Installation Design Pressure
Wood Studs -76 psf
MEW impact Resistant- FWrdieFanel,
ME IQNI 6_B Cempanel, rianks installed over W thick 15 ply
PMWII Panel APA rated plywood sheathing
Skiing
fiAROI P NEL—C h!IP TIEt., PRNAIL_aNE"lPJNCz1_NSTA -L Tl-ON DETAILS
All installation shell be done in conformance with this Notice of Acceptance, the manufacturers
installation recommendations, and the applicable sections of the Florida Building Code.
Wood studs where HantiePanel, Cempanel, Prevail Panel Siding will be installed shall be
designed by an Engineer or Architect per the Florida Building Code and (lie requirements of this
N.OA
Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs In
accordance with Florida Building Code Section 2322.3. sheathing supportedThesidingpanelsshallbeinstalledover518' thick 15 ply APA rated plywood
by a minimum of 21%4" S-P-F wood studs spaced a maximum of W O.C.
Note 2] The siding panel fastener shall be a 2' iong, 0.223' head diameter, 0.092' shankdiameter, corrosion resistant siding nall: the fasteners shall be spaced at 6" O.C. at panel edges
and intermediate studs; the fasteners shall be driven through the 518" thick / 5 ply APA rated
plywood sheathing into wood studs located at 1W O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from
comers.
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
A I i PNL-PLK-SOFF
Creator: E. Gonzales Iscxs 1/2' = r o" I Date: 4/2412013 lancer t of 12
Fastener Spacing per Florida
Building Code Section 2322.3
F.
tri 111eIF7oriAa
atrlft%Cole
o/z . Of
Pmdud C°at+d
PRODUCT RE%WM
05 oanpi'yi" v+eb dt Eto"
aaxpoarm I b I?.c. • %
Miami PRoAnd Ceotrd
I••
i'I
Fastener Spacing per Florida
Building Code Section 2322.3
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Explratlo05/01/2022
ey
Mlamj_V. d.tControl
f-R&JA NG
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-11T 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NEEAT.HING
NOMINAL 518" THICK / b PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDNG CODE SECTION 2322.3
L}1D0(NG
THE PANEL IS FASTENED WITH 27 LONG, 0.223' HEAD
DIAMETER, 0.092'•' SHANK DIAMETER CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Cladding
Framing
Sheathing
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF ii11S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 02337
Fax 909-427-0634 A PNL-PLK-SOFF
Creator: E. Gonzales soae V = T-0° Date: 4/24/2013 6HEET 2 OF 12
M
7---------II
I 'i liWALL
HEIGHT
I
DET MA
i
REV SLID
vrit dw-Flnrlda
No-011g•0¢
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
WALL LENGTH
Stud Spacing at 19' O.C.
sEWq l
15 rvkh tt`el lb rxida
W13 0f1.0-7 iI l,I No. 2 11.1
off : ; STATE
3/8" Minimum Edge Distance
Nails at C' O.C. (typ.)
Sheathing fastener, as
described in Note 1.
Panel fastener, as described In
Note 2
IHardiePanel® Siding
Watef resistive barrier per
l Florida Building Code Section
1404.2
5M" thick / 5 ply APA rated
plywood sheathing fastened
to metal studs as described
in Note 1. 11 1
Expiration O e05/01/2022 209a, 3-518" X 1.5/8" Metal Catud
The wall and soffit frames are to be designed
By by the Architect or Engineer of Record inMlamlControlaeProduct
i compliance with the Florida Building Code.
SEE
DETAIL A
5/8' thick 15 ply APA rated
I plywood sheathing fastened
to metal studs as described
in Note 1
Water -resistive
barrier per Florida
ylr ; Building Code
ISection
1404.2
i 20ga. 3.5/8" X 1-Vil"
Cstud
jl,
elal
HardiePanel,
Cempanel,
Prevail Panel
Siding
P 24bUCT O S.Cl2J T_IQi
HardiePanelO. Cempani & PI•eveit&
Panel Siding materials are nonesbestos
fiber -cement products tested in
accordance with ASTM C1186 Grade 11,
Type A and meeting the requirements of
the Flarids Building Code.
PAXE441RMN910_0i
Width LengVi Thickness
4' 8,9,10' 5116"
QESIG_N I2BES.S_ I E 161MG
Installation Oesign Pressure
Metal Studs -104 psf
Impact Resistant —
Panel installed over 5/8" thick 15 ply
APA rated plywood sheathing
HAtZt11 PA lEIyCEMPAN L PgG1(AIL PANE SIDI(VG 1NSTgUA-I Olt DETAILS
All irtstallation shall be done in conformance with this Notice of Acceptance, the manufacturer's
installation recommendations, and the applicable sections of the Florlda Building Code.
Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be
designed by an Engineer or Architect per the Florida Building Code and the requirements of this
N.O.A.
Note 11 518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6""
at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-114' long
bugle head screw
The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominal 3-518" X 1-SW Metal C-studs spaced a maximum of 16"
O.C.
Note 2) The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-518"
tong` ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal
framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal
studs located at 16" O.C.
Fasteners shall have a minimum edge distance of 318' and a minimum clearance of 2" from
corners.
Phone:
Creator. E. Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardle Building Products. Inc.
10901 Elm Avenue
Fontana. CA 92337
S126 FSCM NO OM No ACV
A PNL-PLKSOFF 1 1
11T" c V-O" I Oale: 4/?.4/20/3 iSHEET 3 OF 12
1 6.001n. (+-
I•II
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06 -1-
Expirstlon te05/0112022 6.00in.
Nv
PStODUGTbtEViS[
es vamplyleg with the Fbri ds
O dk%* Cow
Aoc PMM No 11. d31/ Gr'
pjpitation Dace 1 /
4
AH;d,,; p, Ceaerol
I
II
T I•
I
6.00in. I
II
II
I•
I
I
I
PlteDILCr stEYMIED
O amipitnn6 wil6 *6 ifoei
e"Ge CO&
Dpe of •
i 1rod id
jJtAMING
FASTENED WITH 518' WAFERI-518HEA
SCREWS (2 PER OP AND
BOTTOM CONNECTION THE
WALL AND SOFFIT FRAMES ARE TO 8E DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE 5ffg -
tiING - NOMINAL
518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING
TO METAL STUDS AT W OC AT PANEL EDGES
AND ALL INTERMEDIATE SUPPORTS USING A NO.
8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD
SCREW QATHE
PANEL IS FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER
X 1-518' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST
3 FULL THREADS PENETRATING THE METAL FRAMING),
PLACF SCREWS 6" O.C. AT PANEL EDGES AND
INTERMEDIATE STUDS 6.
001n. Cladding
Framing
II
I
I• I Sheathing II
I II
I
I I I,
I I.I I
I I I Ill i
OGA I
I I I , • + ? I
II 12i I
I.I D. II
STATE OF I
I •......... a
tH SlONM-
q FOR
METAL AND WOOD STUDS. PROVISIONS FOR DIAPHRAGM ACTION AND LOAD NOT
PART OF THISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THE1TY ELOAD )RE
HAROIEPANEL,
CEMPANEL, PREVAIL PANEL INSTALLATION
DETAILS METAL STUD CONSTRUCTION James
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA 92337 hone:
yuaaao- vv --- PNL-
PLK-SOFF Fax
909-427-0834 A Creator.
E Gonzales sage 1•. 1'-0" Date: 4124/2013 SHEET 4 OF 12
WALL LENGTH
SEE ROD_IJGT OE$C$(P71dt1
Stud Spacing at 16" O.C. UETAII A HardlePlank®, Complank, &
Prevail® Plank Lap Siding materials
11L
51s" thick 15 A are nonasbestvs fiber- cement
r---__-•-- -- ...._._- _t....__...__ d
AP
products tested in accordance withr_'..................- _ -- ' r_.-.__..__ ` rated oM road ASTM C1186 Grade II, Type A and
sheathing in meeting the requirements of tine
I 1! Ir,a,i iaccordancewih,.Q>
Florida
Building Code. fiFloridaBuildingCodea
oo*Yio6 `•'t' Flea ' Section 2322.3Bui WALL --- ,
m, per '? l .— water-resistive W idttr Length Thickness HEIGHT
i !! piri iicn _ » 7i, barrier per Florida S9-112' 12' `5116" i,
l ' t• ' Q-2- -r' Building Code Soction
14042 E 1 M SSU_R-E IZATING RCr_ bfiarr "d P odudC°°°'°t I Design Pressure 2• X 4" S-P-F Irutallatlon g Wood
studs wood studs -92 psf lap
Siding Impact Resistant- 8
t--= `SJON4 SEPlanks installed
over5/8" thick / 5 ply Nell$ at
16" O.C. Pp.) 'i,i,i„rr' 1-1/4" tall x 5/w APA rated plywood sheathing 314 MinimumEdgeDistance __ thick starter
strip Q Ll4—
A -Sheathing fastener, as bAR01JEpLlaNF<CEMPIAN CyPERL1/All U1RSIDltJGJNS'[&L AT 0 D 7AjLS. described in
Note 1 • All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Ins"•.allation
recommendations, and the applicable seotlons of the Florida Building Code. Wood studswhereHardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.0-A Note 11518"
thick 15 ply APA rated plywood sheathing shall be attached to the studs In accordance Siding fastener, as
with Florida Building Code Section 2322.3. Pfti @EVL D ' \
described in Note 2
Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114" wide wry ficF ` laps at
the top of the plank such that the exposure area of each plank Is:5 8-114" vertically. c oar 1 HardlePlank,
Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, Cemplank, Prevail coRoslon-resistant
siding nail; The siding is fastened 5 8-1/4" O.C. vertically and 16,, O.C. horizontally, fasteners are driven intowoodstudsthrough518" thick 15 ply APA rated plywood sheathing, fasteners Lap Siding are placed
in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. is Can" Vertical joints
shall be placed over studs. mii / water -resistive barrier • The
planks shall be installed over 516' thick / 5 plyAPA rated plywood sheathing supported by a minimum of 2"X4"
S-P-F wood studs spaced a maximum of 16" O.C. per Florida Building jCodeSection1404.
2 Fasteners shall have a
minimum edge distanc9 of 318 . HARDIEPLANK, CEMPLANK, PREVAIL LAP
SIDING 5/80 thick / 5
py APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened PRODUCT
RENEWED In accordance
with Florida
James Hardie Building Products, (no. as complying with the
Florida Building Code Section ' 10901 Elm Avenue Building Code 2322.3
al• Fontana, CA92337 NOA-No. 17-0406.
06 2" X 4" S-
P-F Wood Studs SIZE rscM No ov`c ao ea Expiration te05/01/2022 —
Phone: 1 The wall and soffit
frames are to be designed Fax 909-427.0634 A PNL-PL_K-SOFF By by the Architect
or Engineer of Record In Miami a a Product
Control Creator. E. Gonzales SCALE 1/2" = 1'•0' Date: 4124/2013 EHEEr 501712 I / comoiiance vAth the
Florida Building Code. _ __
Fastener Spacing per Flodda 16 in. OC CladdingBuildingCodeSection2322.3 I
PRODUCT RENEWED
as complying with the Florida
Building Code
0.75in —
NOA-No. 17-0406.06
Expiration o e05/01/2022
By
Mlarni-lYadb Product Control
ra vomplyaWa web me Fkwi %
Haan Codt
Amq*m = No 0 -0^ 1
T
58.251n.
1.+ I
Fastener Spacing per Florida I
Building Code Section 2322.3 .IJ
FMMLN-Q
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDING CODE SECTION 2322.3
C-LJ1.0_DjX_ Q
PLANKS.OVERLAP 1-114"
THE EXPOSURE IS 58-1/4"
THE PLANKS ARE FACE NAILED WITH 2-VT LONG, 0.223"
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION.
RESISTANT SIDING NAILS,-PLACEO 3/4' UP FROM THE
BOTTOM CDGE OF THE PLANK AT EACH STUD LOCATION
Framing
Sheathing
Iritr,DUCc>VES,tttil
l'''
as Wob the Flo" • I `, a7`''
owls°' "
No
I No. 121AowptoNe /J'0/Z.
er STATE OF
SSOVAL
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GrK/iVIYYrLOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James liardie Building Products, lnc.
10901 Elm Avenue
Fontana, CA 92337
r'SCtiS NO l„nG NO
A - PNL-PLK-SOFF
REV
Stud Spacing at 16 O.C. '
VALL LENGT SEE P- QOUCT DF-SC IP 09
B _
DETAIL HardiePlank®, CemplankQ. and
8„ / 5 P Siding materials
i..............r.._.._.-.._ _....__._... -
thick ply A are nonasbestos fiber -cement
e
I T __.. :' 1_I...._.._.. _-._ r
i 1 rated ply wod
products tested In accord
1
sheathing fastened P once with
ASl"M C1186 Grade II, Type A and
to metal studs as
r meeting the requirements of the
I ?
Ij11GTRa4SfD described in Note 1
Florida Building Code.
l ii as=60ying wm;60F6a:do j l lid W Wateareslstiveiriti.?. WALL •i ' I r "
bonier per Florida PI.P NFC DIMEH,SJQZI$
HEIGHT I ; ; ; j FTC4im" O • , F Building Code Width Length Thickness
j ! ! I.' i i i j \' Section 1404.2 5 9-1/2' 12 5116"
Mist dr Product Con"l .
I.i
20ga, 3-5/8- X 1-5/8' DESSG$,[SSUA9-R Gii ! ' r °
Metal Gstud Installation
j i i j i I i i Z i ' HardiePlank, Metal Studs 92
Design
f
Pressure
Cemplank, Prevail
SSyONA......,/ t
C1IA Lap Siding Impact Reslstant -
3/4' Minimum Edge Distance Naiis at 16" O.C. (typ.) 1.1/a• Zell X s/1s• Planks Installed over 5/8" thick / 5 ply
APA rated plywood sheathingthickstarterstrip
0ETAII.A IiAR IEPL ANKCEMPI AIJK VAI1sl1\P IQKG IN}STAI _IATJQy QEJ_..
r - • All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation
4Cr
Sheathing fastener, as recommendations, and the applicable sections of Die Florida Building Code.
described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by nn
vlsw Engineer or Architect per the Florida Building Code and the requirements of this N.OA
kb UK [Note 1] 5Wthick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oo at panel
edgesandall intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4" long bugle head screwS. ! ZSiding fastener, asPlanks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4• wide laps at described
in Note 2the top of the plank such that the exposure area of each plank Is s 8-1/4" vertically. Note
2] The siding fastener shall be a minimum No, 8-18, 0,315" head diameter X '2-1/4' long• bugle head ccrd ,
screw over metal studs (,or screw shall have at least 3 full threads penetrating metal framing); The siding is HardiePlank,
fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally: fasteners are driven Into meal studs through 518" Cemplank,
thick / 5 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 3/4' Prevail
Lap Siding from the bottom edge of the overlapping plank Vertical
joints shall be placed over studs. Water -
resistive The planks shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum barrier
per Florida 20ga,
Nominal 3-5/6" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C, f _--
P
Fasteners shall have a minimum edge distance of 3/8". Building
Code Section
1404.2 ° HARDIEPLANK, CF.MPLANK, PREVAIL LAP SIDING 5/
8" thick / 5 ply APA rated INSTAI.IATION DETAILS METAL STUD CONSTRUCTION _ PRODUCT
RENEWED plywood sheathing fastened to as
complying with the Florida meal studs as described in James
Hardie Building Products, Inc. Building
Code Note 1 e 10901
Elm Avenue Fontana,
CA 92337 NOA-No. 1 T-0406.06 Expiration
OS/01 /2022 209a, 3-&8" X 1-5/8" Meal C-stud !rPhone,:909.356.6300 SIZE rscM No Mr. No RThe
wallandsoffitframesaretobedesigned09-427-0634 A PNL-PLK SOFF 1 By
by the Architect or Engineer of Record in Miami-
I
d
Product Control compliance
with the Florida Building Code. "Creator: E. Gonzales sure 1/2' o" Date: 4124/2013 s+EET 7 OF 12
8.00in. —113 In. OC / Cladding
6.00in. • I I ' I• I Framing
II 6,00in.00 I I I Sheathing
PRODUCT RENEWED I • _ as complying with the Florida
Building Code
NGA-No. 17-0406.06
0.75in.——'
Ex i etloMt 5/01/2022 •I
By I•
I . '
Mlaml- a •.-Product Control ---------
REVISED _ _ _..._....._
I ,
I '
OGA wq''s 1
to eowplyuo ai16 du Fkxids pwtplyud with do F%ridr ` ' •• L
eml" code cow
121AmeptnumNoc //• D i No S • I ; 0.
7__._...--- ...._•--- i 7k
hoNKtur+ofro 1. r osrjsnadeet - 'd
ATE OF CO
RI.. •: \c' . S
OVALS NOMINAL
20 GAUGE 3-518" X 1-518" STEEL STUDS 16" O.
C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (
2 PER TOP AND BOTTOM CONNECTION) THE
WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY
THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE
WITH THE FLORIDA BUILDING CODE ELM—
Wi NG NOMINAL
5/8" THICK15 PLY APA RATED PLYWOOD SHEATHING
TO METAL STUDS AT 0" OC AT -PANEL EDGES
AND ALL INTERMEDIATE SUPPORTS USING A NO.
8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE °' HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD
SCREW INSTALLATION
CLAOl71NC.
t INSTALLATION
DETAILS METAL STUD CONSTRUCTION PLANKS
OVERLAP 1-114• THE
EXPOSURE IS 5 8-114" James Haniie t7ull81ny Products, Inc. THE
PLANKS ARE FASTENED WITH NO. B-18, 0.316- _ 10901 Elm Avenue HEAD
DIAMETER X 2-1/4' LONG CORROSION- a
Fontana. CA 92337 RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL
HAVE AT LEAST 3 FULL THREADS Phone: 909-356-63W SIM ° NO °V4NO Rev PENETRATING
THE METAL FRAMING), PLACED 3/4" UP Fax 909.427-0634 A PNL-PLK-SOFF 1 FROM
THE BOTTOM EDGE OF THE PLANK AT EACH STUD
LOCATION Creator:
E, Gonzales SCALE 1" = r o• oatc: 412412013 SKEET OF 12
a WALL LENG1
I Stud Spacing at 16, O.C.
a _ I
1
PRODUCT RENEWED
as complying with the Florida
Building Code
NGA-No. 17-0406.06
Expiration Qp)e05/01/2022
my
3/8" Minimum
A
Ij
SEE
DETAIL A
1
t 1
N '
2" X 4" S-P-F
Wood Studs
HardieSoHiL
Cemsofet
SK O_N_8.-.13
Nails at 4" O.C. (typ.'J0RGDtlCr REv6SE0
Distance > ith&CFloriAr,
a,
Soffit fastener, as
described in Note 1
HardieSoffit, Cemsoffit
Minimum TX 4" S-P-F Wood Studs
The wall and soffit frames are to be
designed by the Architect or
Engineer of Record in compliance
with the Florida Building Code.
PROSLLQL1 [SCRIRTION.
HardieSoMIS & CemsoffitO materials are
nonasbestos fiber -cement products tested in
accordance with ASTM C1186 Grade It, Type A
and meeting the requirements of the Florida
Building Code.
SOFFIT,QIMENSIONS
Width Length Thldmess
N 8' 14'
RESIN( BIELSAURE RATJNG
Installation Deslgn Pressure
Wood Studs -70 psf
PRODUG? REVLSED
errn ft Coto
A0M$@nee No (3-da l l.0
t piratiap Drte/5 /_4 2C.17
byari, E c.s
Mr/i?s c p111 C.Ow
rr 11GgW
No. 4 21
STATE OF
HARDIEIS .QJrFLT-,,_CEMSOF_EMP-ANEI OSTA1LLAMN DCTAIL-S. All
Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's Installation
recommendations, and the applicable sections of the Florida Building Code. Wood
studs where HerdleSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect
per the Florida Building Code and the requirements of this N.O.A. The
soffit shall be installed over minimum 2"M" S-P-F wood studs spaced a maximum of 16" O.C. Note
1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion
resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel ddges and intermediate
studs; the fasteners shall be driven into wood studs located at 16" O'.C. Fasteners
shall have a minimum edge distance of 3/6" and a minimum clearance of 2" from comers. HARUIESOFFIT,
CEMSOFFIT PANEL INSTALLATION
DETAILS WOOD STUD CONSTRUCTION rscM
Fie James
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA 92337 PNL-
PLK-SOFF Creator:
E. Gonzales Isutt: 112" a V.0" I Date: 4t242013 IsrC-Cr 9 of 12
o.wm. imuum Cladding
Framing -
PRODUCT RENEWED
as complying with the Florida •
Building Code
NOA-No. 17-0406.06
Expiration oa 05/0112022
T By
4.00in.1 M i am- I-W Product Control
tatebuceREVISio GANteolwcrtvtstrn ,,t' • W r
is Complying waY 6C F7ori& as compiy 'v wab the Flori& t
Omlrine Cabe ^
0 Z Doildiag Cade
Aooeyteeett No Aooepteecw No r 3-U )1, 0 % ;
e ot o o rir; I1ste .. l nu r7 121No.
hi f%T AM Coamoi
By
STATE OFRtism' O;de Prt+thrrs C."
P
SSIO N A\V I
F MLNG
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3.1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
CLADQIN ,b
THE SOFFIT IS FASTENED WITH 2' LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL
DIAMETER. 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
Phane:909-356-6300 size FSCM.40 VA13110
Fax909-427-0634 A PNL-PLK-SOFF
Creator. E. Gonzales SCALE 1'= V-0' Date: 4/24/2013 IiHELT 10 OF 12
t
WALL LENGTH
1
SEE
Stud Spacing at 16" O.C. AI
B<-• I
DMA .
j { .._ —--............
PRODUCT RENEWED I' j I i • !'as complying with the Floridat !,
Building Code
i i t NOA-No. 1 T-0406.06 I20ga, 3-518" X 1-M" WALL ! .
I ! 1 i i Metal C-stud IEIGFI
I ! I I I Expiration os OS/01/2022 H
i ! i HardleSotfit, BY
i• Cernsotrit Miami-
O d roduet Control I .; i i ; I I .i I. • QQAL.
0 i
Nails
at 6" O.C. (lyp. 3/
8" Minimum Edge Distance I
fastener, as ribed
in Note 1 HardleSoffit,
Cemsoffit 209a,
3-518" 4 1-5/8" Metal C-stud j
The wall and soffit frames are to be L—
designed by the Architect or Criglneer of
Record In compliance with the Florida
Building Code: E9O11U_
C_T-O-F$CFtn?710 a HardieSoMt® &
CemsoffitO materials are
nonasbestos fiber -cement products tosted
In accordance vdth ASTM C1186 Grade
II, Type A and meeting the requirements
of the Florida Building Code.
SQEEI_
T DIMENSIQNS Width
Length Thickness 4'
e• Y. DESIGN
PM55URE-RAIM.. Installation
Design Pressure Metal
Studs-55))j;f iXi., ei •
0GAht.` C
PRODUCT REVISED t -
PROM4717
REVISED es crrnplriae with the blaru is ; ., ralS-
o o.
liogCketa `t.
oexaoed?N 1S2F1nopwih
xe Fom
uu, STATIC OF !3
Ry t°n.A
ct Crmtrd' D`1i sdc
PrvdeotCartol - Fr3' • zORION., RIOP LiARp(ESOEEICEMSQEF_(_
TPAN[L INS AL)1,71C I Oi 7A1,4$ % NAL CN ,loll i All Installationshall
be done in conformance with this Notice of Acceptan!ti1eYYV rufacturer's installation recommendations, and
the applicable sections of the Florida Building Code. Metal studs where
IlardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the
Florida Building Code and the requirements of this N.O.A. The soffit shall
be installed over minimum 20ga, Nominal 3-6/8" X 1-5/8" Metal C-studs spaced a maximum of
16" O.C. Note 11 The
soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-114' long* ribbed bugle head
screw ("or screw shall have at least 3 full thresdo penetrating metal framing);the fasteners
shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be
driven into metal studs located at 16" O.C. Fasteners shall have
a minimum edge distance of 3/9' and a minimum clearance of 2" from comers. Creator. E.•
Gonzales
size HARDIESOFFIT, CEMSOFFIT
PANEL
INSTALLATION DETAILS METALSTUD
CONSTRUCTION rscu James Hardie
Building
Products, Inc. 10901 Elm Avenue
Fontana, CA 92337
PNL-PLKSOFF 12"
a 1'-
0" I Onto: 41242013 11 OF 12
6.00ln. - 16.00ir., Cladding
Framing
l
6.001n.
PRODWr HEWED ,
PRODUCT RENEWED 'wcoao"Vr"ec}1vtia0IPRODUCtQE • as
complying with the Florida grIM"Coib / as.90,0 09 Building
Code Aooe0l Ne Nos BidM I NOA-No.
17-0406.06 A y meetb 3'311 c Irl AWA ' Expiration W0510112022'
0" J
91 _ By_ , rro
s,nco w 21 I• Miami-
oAdf Product Control `AID. 2 Y 0 :
CC
FLO
FSSION
FRA1V(
ING ''•••
a'' NOMINAL20
GAUGE
3-5/8" X 1-6/8•' STEEL STUDS 16 O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE FASTENED WITH5/8' WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (PAUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOMCONNECTION) THE WALL
AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE
ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE _ C.J
AMINIG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT
IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X
1-1/4' LONG CORROSION RESISTANT RIBBEO BUGLE HEAD
SCREWS (SCREW SHALL HAV: AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS
PENETRATING THE METAL FRAMING), PLACE 10961 Elm Avenue SCREWS G'
O.C. AT PANEL EDGES AND INTERMEDIATE a Fontana, CA 92337 STUDS Phone:
909-
356-6300 size FSCIANO DWONO aE` Fax 909-
427- 34 A PNL-PLK-SOFF 1 Creator: E.
Gonzales sms 1" =1'-0" Date: AIW2013 SHEET 12 OF 12
Florida Product Approval
HardiePlank® Lap Siding
For use inside HVHZ:
o HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami -Dade County Florida NOA 17-
0406.06. Consult the HardiePlank product installation instructions on the
follow pages for all other installation requirements.
For use outside of HVHZ,
o HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2683-17,
RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product
installation instructions on the follow pages for all other installation
requirements.
0
HardiePlank- /-/ Io. Lap Siding ,%
JamesHardie
EFFECTIVE MAY 2016 —M
INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSG PRODUCTS visit wvev.hardielrulallation.com for the most recent version.
SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN
CUSTOM BEADED CEDARMILV • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK
IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPUCABLE BUILDING CODES AND JAMES HARDIE WRITTEN
APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE
PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE' PRODUCT INSTRUCTIONS.
INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ109 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'"
APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343
STORAGE & HANDLING: CUTTING INSTRUCTIONS
Store flat and keep dry and covered prior OUTDOORS INDOORS
to installation. Installing siding wet or 1 • Position CUMg slats 9a IRII vend wit doer dtsl away From user 1. Cut only using score and snip. or shears (manual. electric or pneumatic).
saturated may result in shrinkage al bud aro others in working area. 2. Position cutting Statton in well -ventilated area
de2. Use ore of following methats:
jams. Carry planks on edge. Protect a.4esx i Score and snap
edges and Ixxners from breakage. James i Shears (marvA electric or pneurouc) - NEVER use a power saw indoors
Hardie is not responsible for damage b. ewer: L Dtst axluch taarlar saw equ Aped wlh a NfV6i use a circular saw blade that does not cry ate NanfeOafe saw blade Mma*
caused by improper storage and handling HardieBlade'saw bk* and WA vacuum attraction NEVER dry weep - the wet suppression or HEPA thawm
of the product. c• Good: i. Dust reducing drcula s ai with a ttudfpadee saw blade
Ia* use for low to rnodaate cut"
Important Note: For maidmiurn pmiatiliai (lowest respirable dust DroQnWat)• James Iiardie racommiests *AvA umg'W-level a".. wil s where leasrble.
Nf gppr9md aspirators an be used in oanpa¢tron vedn above cutting pracOces to further reduce dial =osues. AddfvW cipmure informnant is available
at wvNv{amesha lie com to help you detennme the most appropriate "4 meltnod for your cab mWlkW terns 1 amen st l sick about exptsure levele or you
do rot cmTq* with die above practices. You shall aMvays strain a giarW mdustrtal hygienst a r r , James Hardie for haft information.
mev:ns
GENERAL REQUIREMENTS:
HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. o.c. or directly to minimum 7/16 in. thick OSB
sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application.
Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com
A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with
penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration.
James Hardie does manufacture HardieWrap` Weather Bamer, a non -woven non -perforated housewrap', which complies with building code requirements.
When installing James Hardie products all clearance details in figs. 3-14 must be followed.
Adjacent finished grade must slope away from the building in accordance with local building codes -
typically a minimum of E in. in the first 10 ft.. Figure 1 Double wan Single wan
Do not use HardiePlank lap siding in fascia or trim applications. Construction conswction
Do not install James Hardie products, such that they may remain in contact wiM standing water. w.dar-resnsbve tsm* leet'i' brapng
HardiePlank lap siding may be installed on flat vertical wall applications only. plywood hi
24 in. o.c ma:.
SB'tinro
For larger projects, including commercial and multi -family projects, where the span of the
wall is significant in lencth, the designer and/or architect should take into consideration the
coefficient of thermal expansion and moisture movement of the product in their design.
These values can be found in the Technical Bulletin 'Expansion Characteristics of
James Hardie' Siding Products' at www.JamesHardie.com. r
DO NOT use stain, oiUalkyd base paint, or powder gating on James Hardie, Products.
INSTALLATION: JOINT TREATMENT
One or more of the followingjoint treatment lionsIoptions Figure 2 Nail Fine (II nail
lure is not
are required by code (as referenced 2009 IRC Salo present place
R703.10.2) teener
bewmn 3v4ingA. Joint Flash(James Hardie recommended) r in.& I-trom
B. Caulking' (Caulking is not recommended , ye train top of plank)
lor ColorPlus for aesthetic reasons as the e oinplarot
Caulking and ColorPltrs w II weather
differently. For the same reason, Irt.;!
do not cauk nail heads on
ColorPlus products.) ftowwwm
C. "H- jointer cover
install plard6ln
moderam conuu at Dun icons
j uratw•resarrve
ttamp
i % la5ttner
6O fnSlad a 1 114 in. =I-r Strip to
ensue a consistent otank angle
leave appropriate gap bemten planks and trim. then caulk."
Note: Reld painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions.
For additional information on HardieWrae Weather Barrier, consudl James Hardie at 1-86&4Hardie or wvvav hardiewrap.com
WARNING: AVOID BREATHING SIUGA DUST
James Mardio, oodtcls contain respirable oysWlrte maw. Mich is tmtum to ft gale of Caaromta to cause cancer and Is considered by MC and NIOSH to be a came 01 from some axupahonaf
sources. &trethmg ratcessive arrouns o1 rimpiabl: 190 dug can also alma a 4baWR and potmlwly lalal I10119 datase called seimsls, aw has bem WA mm odes rtseases. Sonic sonlies suggest
smoking may increase these rill¢ Dunlap isial0lgn a handling: (t) wok i n outdoor arras rath ample venblatmn:121 use litter cement shears to coning or. where nor feasible, use a Hart11e5lade' saw blade
and dust -reducing chrular saw onadtrd to a HEPA vaanon: Rl nram offs in be irinwAle area: (4) wcar a properly -fitted. NOSH -approved dust mask or respirator (e.g. N-95) in accordance with apprtablegovernmentregulationsandmanufacturerInstructionstofurtherIoMrespir" saca ev ost ms. During clean-up, use HEPA vacuums or wet cleanup methods - rem dry sweep. For tunho Wormatton, refertoourirsadohoninstructionsandMaternalSafetyDataShaeravaiadeatmwvrwarme.wm or by cooing I-WD.9HARDF (1-WD-942.7343). FAILURE TO ADHERE To OUR WARNINGS. k1SDS, AND
INSTALLATION INSTRUCTIONS MAY LEAD TO SERIM PFJiSOM RUM OR DEATH. 't,
A >o RM
CLEARANCE AND FLASHING REQUIREMENTS
Figure 3 Figure 4 Figure 5 Figure 6
Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding
r c ,#w• . - . !•~.i•
1 Z-Flashing , i aired f
1
q.,
Min. A in. -
1 Do not caulk in.
1 ln: 2 in.
Figure 7 Figure 8 Figure 9 Figure 10 Figure 11
Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry
r-
Figure 12 Figure 13 Figure 14
Drip Edge Block Penetration Valley/Shingle Extension
d?erommended in HZ101
I -
I
FASTENER REQUIREMENTS **
Blind Nailing is the preferred method of installation for HardiePlanke lap siding products. Face nailing should only be used where required by code for high wind
areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be
done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing.
BLIND NAILING
Nails - Wood Framing
Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long)
11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long)
Screws - Steel Framing
Ribbed Waler-head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws
must penetrate 3 threads into metal framing.
Nails - Steel Framing
ET & F Panelfas? nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in.
long)
Nails must penetrate minimum 1/4 in. into metal framing.
OSB minimum 7116 in.
11ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in, long)
Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in, long x 0.375 in. HD).
o.c? e.
f V Nad Una
1;
r ° 9undNai
I I
IWater Rmstrvs
ant.
earner
FACE NAILING
Nails - Wood Framing
6d (0.113 in. shank x 0.267 in. HD x 2 in. long)
Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long)
Screws - Steel Framing
Ribbed Bugle -head or equivalent (No. 8.18 x 1-5/8 in. long x
0.323 in. HD) Screws must penetrate 3 threads into metal framing.
Nails - Steel Framing
ET 8 F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long)
Nails must penetrate minimum 114 in. into metal framing.
OSB minimum 7/16 in.
Siding nail (0.09 in. shank x 0.221 in. HD x 1-12 in. long)'
sw :
4 ^II ------- O.c. ma; F;Z L
Figure 15 Figure 16
Minimum overlap
for Both Face
and Blind Nailing
I
r
min. 1 1/4 in.
o (
I Ir
p
I II I
114 In. nun.
overlap
j
face nad
1 wwer esiswe
tamer
O"dw Laminate sheet to be removed immediately after installation of each course for ColorPluso products.
When face nailing to OSB, planks must be no greater than 9114 in. wide and fasteners must be 12 in. o.c. or less.
A6o see General Fastening Requirements: and when considering altemal ve fastening options refer to James Hardie Technical Bulletin USTB 17 . Fastening Tips for Hardieptank'a Lap Siding.
HS11119-02/4 05116
GENERAL FASTENING REOUIREMENTS
Fasteners must be corrosion resistant, galvanized, or stainless steel.
Electro-galvanized are acceptable but may exhibit premature corrosion.
James Hardie recommends the use of quality, hot -dipped galvanized nails.
James Hardie is not responsible for the corrosion resistance of fasteners.
Stainless steel fasteners are recommended when installing James Hardie°
products near the ocean, large bodies of water, or in very humid climates.
Manulacturers of ACO and CA preservative -treated wood recommend spacer
materials or other physical barriers to prevent direct contact of ACO or CA
preservative -treated wood and aluminum products. Fasteners used to attach
HardieTrim Tabs to preservative-trealed wood shall be of hot dipped
zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC
R317.3 or 2009 IBC 2304.9.5.
Consult applicable product evaluation or listing for correct fasteners type
and placement to achieve specified design wind loads.
NOTE: Published wind loads may not be applicable to all areas where Local
Building Codes have specific jurisdiction. Consult James Hardie Technical
Services if you are unsure of applicable compliance documentation.
Drive fasteners perpendicular to siding and framing.
Fastener heads should fit snug against siding (no air space). (fig. A)
Do not over -drive nail heads or drive nails at an angle.
If nail is countersunk, fill nail hole and add a nail. (fig. B)
For wood framing, under driven nails should be hit flush to the plank with a
hammer (For steel framing, remove and replace nail).
NOTE: Whenever a structural member is present, HardiePlank should be
fastened with even spacing to the structural member. The tables allowing
direct to OSB or plywood should only be used when traditional framing is
not available.
Do not use aluminum fasteners, staples, or clipped head nails.
y o
PNEUMATIC FASTENING
James Hardie products can be hand nailed or fastened with a pneumatic tool.
Pneumatic fastening is highly recommended. Set air pressure so that the
fastener is driven snug with the surface of the siding. A flush mount
attachment on the pneumatic tool is recommended. This will help control the
depth the nail is driven. If setting the nail depth proves difficult, choose a
setting that under drives the nail. (Drive under driven nails snug with a
smooth faced hammer - Does not apply for installation to steel framing).
countersunk,
fill &add nail
snug flush DO NOT DO NOT
Figure A Figure B under drive nails staple
PAINTING
DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie•
Products. James Hardie products must be painted within 180 days for primed
product and 90 days for unprimed.100% acrylic topcoats are recommended.
Do not paint when wet. For application rates refer to paint manufacturers
specifications. Back -rolling is recommended if the siding is sprayed.
CUT EDGE TREATMENT
Caulk, paint or prime all field cut edges. James Hardie touch-up kits are
required to touch-up ColorPlus products.
CAULKING
For best results use an Elastomeric Joint Sealant complying with ASTM C920
Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM
C834. Caulking/Sealant must be applied in accordance with the
caulking/sealant manufacturer's written instructions. Note: OSI Quad as well
as some other caulking manufacturers do not allow tooling.
COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any
residue or construction dust left on the product, then rinse with a garden hose.
Touch up nicks, scrapes and nail heads using the ColorPlus" Technology touch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with new HardiePlank• lap siding with ColorPlus Technology.
Laminate sheet must be removed immediately after installation of each course.
Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus- product dealer.
Treat all other non -factory cut edges using the ColorPlus Technology edge coalers, available from your ColorPlus product dealer.
Note-, James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products.
Problems with appearance or performance arising from use of third parry touch -tip paints or paints used as touch-up that are not James Hardie touch-up will not be
covered under the James Hardie ColorPlus Limited Finish Warranty.
PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY
When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application:
Ensure the surface is clean, dry, and free of any dust dirt or mildew
Repriming is normally not necessary
100% acrylic topcoats are recommended
DO NOT use stain, oillalkyd base paint or powder coating on James Hardie* Products.
Apply finish coat in accordance with paint manufacturers written instructions regarding coverage. application methods, and application temperature
DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section
H$111194P314 0Y16
COVERAGE CHART/ESTIMATING GUIDE
Number of 12 ft. planks, does not include waste
COVERAGE AREA LESS OPENINGS I HARDIEPLANr LAP SIDING WIDTH
So 5114 6114 7114 7112 8 6114 9114 9112 12
1 So =100 sg.ft) exposure) 4 5 6 6114 6 314 7 8 8114 10 314
1 25 20 17 16 15 14 13 13 9
2 50 40 33 32 30 29 25 25 19
3 75 60 50 48 44 43 38 38 28
4 100 80 67 64 59 57 50 50 37
5 125 100 83 80 74 71 63 63 47
6 150 120 100 96 89 86 75 75 56
7 175 140 117 112 104 100 88 88 65
8 200 160 133 128 119 114 100 10D 74
9 225 180 150 144 133 129 113 113 84
10 250 200 167 160 148 143 125 125 93
11 275 220 183 176 163 157 138 138 102
12 300 240 200 192 178 171 150 150 112
13 325 260 217 208 193 186 163 163 121
14 350 280 233 224 207 200 175 175 13D
15 375 300 250 240 222 214 188 188 140
16 400 320 267 256 237 229 200 200 149
17 425 340 253 272 252 243 213 213 158
18 450 360 300 288 267 257 225 225 167
19 475 380 317 304 281 271 238 238 177
20 500 400 333 320 296 286 250 250 186
This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility
for over or under ordering of product.
RECOGNITION, In accordance with IMES Evaluation Report ESR-Z290, Hard ePL7rild laps" is recogimmil as a surobk aMnwte to that specified in. ft 2006.200942012 International Reydendol Code for Ona
and Two.Fv* Dwellings, and the 2006. 2009. 6 2012 International Budding Code.. MardiePmnk lap siding is also recognized for application in doe IOOo W: City of Los Angeles Research Report No. 24862. State of
Florida Idng FLOW Dade Couray. Florida NOA No.02-0729.02. U.S. Dept. of HUD Mamewis Release 1263c. Texas Department of Insurance Product Evaluation EC-23. City of New Yak MEA 223.93-M, and Calibmia
OSA PA-019. These isoamenls shadd also be consulied for additional information oaricami g the slauWry of 0ds product for specific applications.
O 2016 James Hardie Braking Products. Al rights reserved. Additional Installation Inforrnation,
PA. SM. and ® denote trademarks or registered trademarks of O
James Hardie Technology Limited. 03Is a registered trademark Warranties, and Wamings are available at
of James Hardie Technology Limited. www.jameshardie.com Ja m es Ha rd lie
Pandfast is a registered trademark of ETBF Fastening Systems, Inc.
HS11119-P414 05116
WALL
1
RE16tl..6
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration 005101/2022
By
Miami -Valli! Product Control
WALL LENGTH IStudSpacingat16" O.C.
3/6" Minimum
Nails at 4" O.C.
Distance
SEE
DETAILA
r
2" X 4` S-P-F
Wood Studs
HardieSoffit,
e, Cemsoffit
aF1Q IO_ 8_B.
t`/P.)I'RADUCi REVISED
m a'rrp Yb% with 16e Flo"
code
By
t ale Pmduc+
0_ QG_T D[SCRIE.-f I
HardieSoffittA & CemsoffitS materials are
nonasbestos fiber -cement products tested In
accordance with AS'fM C1106 Grade I1, Type A
and meeting the requirements of the Florida
Building Code.
AQEFITPIMENSION3
Width Length Thickness
4' & 1/4"
t)ESIG"FRF,SS-U-REZBA_]jiG
Installation Des1An Pressure
Wood Studs -70 psf
PRODUCr REvISM
awrtplYmg with Qb Florida
OUR*" Code
oarpr.aee tYa 13•-031 I,C-'
BY _,_
Jl''`
j• NO. 4 21
o STATE OF 4
S onlAtti
J IiQRDIESQF IT_CEM.S_QFFITpAIJEL IfJSTQ111 TJON QET91LS
Soffit fastener, as All Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's
described in Note 1 installation recommendations, and the applicable sections of the Florida Building Code.
a Wood studs where HerdleSoffit, Cemsoffit will be installed shall be designed by an Engineer or
t
1 Architect per the Florida Building Code and the requirements of this N.O.A.
The soffit shall be installed over minimum 2"X4" S-P-F woo4 studs spaced a maximum of 16" O.C,
HardieSoffit, Cemsofrlt Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and
j intermediate studs; the fasteners shall be driven into wood studs located at 16" O:C.
Fasteners shall have a minimum edge distance of 3W and a minimum clearance of 2" from comers.
HARUIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
Minimum TX 4" S P-F Wood Studs Rim James Hardie Building Products, Inc.
The wall and soffit frames are to be 1onta Elm Avenue
designed by the Architect or
Fontana, CA 92337
Engineer of Record in compliance Phone: 909-366-6300 SIZE FSCMNo WA14NO RE
with the Florida Building Code. Fax 909A27-0634 A PNL-PLK-SOFF 1
Creator. E. Gonzales SCALE 112" o 1'-0" Date: 4124=13 sHEET 9 OF 12
4.00in. 16.00in. Cladding
Framing
PRODUCT RENEWED /
as complying with the Florida -
Building Code
NOA-No. 17-0406.06
Expiratlon Da 05/0112022 /
By 4/
f
4.00i:n Miami-06 Product Control
Pi dx ccr pcvlsen rttoovcr ttEvts tl
I GA w
a twt ybe wim Yoe nwi& a —01) with tLe IFtorida ,tt
D Ning (•o8e Building C.oOe ``t
Aawa.s.. No -o z . ,, - I .07 .
C Oaoe 0 O Eapirdirm 11n e. / nVf7 121
ByMAiI%Twt col miii• 0-. P.0.d Coasol STATE OF
SS/ONA1- 0
v/
I
ERAMMA
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFrC FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
THE SOFFIT IS FASTENED WITH 2' LONG, 0223" HEADTHES_OFFIFFI HARDIESOFFIT, CEMSOFFIT PANEL
DIAMETER. 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL minEDGESANDINTERMEDIATESTUDS James Hardie Building Products, Inca
10901 Elm Avenue
Fontana, CA 92337
Phone:909-35"300 size FSCMVO VMNO
Fax 909-427-0634 A PNL-PLK-SOFF
Creator: E. Gonzales SCALE 1" = V-0" Date: 4124/2013 bMEC-T 10 OF 12
1
WALLLENGTH SEE P-R.O-DUCT QMC-KlPT10bi Stud Spacing
at 16" O.C. HardieSoffi* & CemsoffitO materials B F
DETAIL A
are nonasbestos fiber -cement products tested In
accordance with ASTM C1186 1:_._}_._.; _-.--. -TI - _-_--_--
1I --------- i ^ •
T
i
Grade II, Type A and meeting the `- i•I
I % requirements of the Florida Building PRODUCT RENEWED
Code. i
l
I as complying with the Florida I \ I I
t -:Building Code
I SOFFIT QIM.t_1SlQN_S. r I 20ga.
3.5/8" X 1-5Ar I NOA-No*
17-0406.06 Width Length Thickness HEIGHT j I
Expiration Oa 05/01 /2022 i Metal Gstud , LL
4' 8' HardieSoffit, ESIGPI P
ESSURE` G By • Cemsotfit P_ '- _ _ _-.
RAI1 1. .
i i Miami-
0 d roduct Control '' Installation Design Pressure Metal Studs INN-
1901ii, il.. ' -
i _ _ ' . -_--------.- u{-------_---_-
i tit EGA CS*SIDN PRODUCrItE•
VISED1,'' •
tj' Nails at 6"
O.C. (typ.) MODUCr 6FV1SED R+CAW*rin wim toe floride 3/6' Miniinurn
Edge Distance tlprp;c odmWI)iftw On Ow tl uildifts /3•C?d l •C i caftNO' Q j
Aaoogvoee fdo 1J {•
Expinds ee W / 7 TA E OF
A 1L.6
By Pri"Wo C,
voval' *t a+a
e P odeceCoNtroi 0R+0 t OVAL EN 8ARQ(
ESQEE1jjCEMSOFFILPANEL IIJSTQ9JOFZDET1l•Lye ~ % riot All Installation shall
be done in conformance with this Notice of Acceptan&.'U1&Marturacturees installation recommendations, and
the applicable sections of the Florida Building Code. Soffit fastener, as •
Metal studs where HardleSoffit, CemsofHt will be installed shall be designed by an Engineer or described in Note
1 Architect per the Florida Building Code and the requirements of this N.O.K The soffit shall
be installed over minimum 20ga, Nominal 3-5/8" X 1.518" Metal C-studs spaced a maximum of
16, O.C. HardieSoffit, Cemsoffit [Note
1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long* r ribbed bugle
head screw ("or screw shall have at least 3 full threado penetrating metal • 1 framing);the
fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be
driven Into metal studs located at 16" O.C. Fasteners shall have
a minimum edge distance of 3/6' and a minimum clearance of 2" from comers. 10j a —
HAROIESOFFIT,
CEMSOFFIT PANEL
i' INSTALLATION DETAILS
METAL STUD CONSTRUCTION James Hardie Building
Products, Inc. 20ge, 3-5/
8" 4 1-5/8" tAetal C-slud _ e 10901 Film Avenue
LThe wall and
soffit frames are to be Fontana, CA 92337 designed by the
Architect or Engineer Phone: 909-356-6300 uzE Psc16+No OWONo n6v of Record in
compliance with the Fax 909-427-0634 n PNL-PLK-SOFF 1 Florida Building Code.
Creator. E.-Gonzales sme' 112"-1'-0 I oate:4r14/2013 IGNEET 11 OF 12
Cladding
Framing
1.
6.00I1n.
PRODUCT RENEWED '..an oyinq-Mthe•Fto" pRook)CraENk1;WDI, as complying with the Florida admi-8C-4.—.0yom -*b Ift norldffi
Building Code ADPOPU M 00 Z ad"MC,oft
NOA-No. 17-0406.06 AooeP'tme°td° '7 111
t AWq
Expiration OSI01/2022 ,._ • t1°n
zd:..
f[3 \ `t
By
I' p NtTua•xd/d 6 aProduaComm, 21
I Miarni-Dfidf Product Control
owk
FRAMING •
11lip'
NOMINAL 20 GAUGE 3-518" X 1-5/8" STEEL STUDS 16" O.C. FOR METAL AND WOCD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH51WWAFERHEADSCREWS (2 PER TOP
AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE_ PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
essl
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
CLADDING `" HARDIFSOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315' HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETER X 1-1/4 ' LONG CORROSION RESISTANT RIBBED --
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 Jamos Hardie Building Products, Inc.
FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10961 Elm Avenue
SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92337
STUDS
shone:909-3566300 SIZE.fsci"no a N.0
Fax 909-427-0634 A PNL-PLK-SOFF 1`
Crevtor. E. Gonzales SME 1" = T-0" Date: 4/2412013 SKEET 12 OF 12
5/4/2018 Florida Building Code Online
FLOP DA VPAPTM:,NT Or,
Business & Professional
ll
Regulation
r r
SCIS Home Log In User Registration 1 Mot Topics Submit Surcharge . Slats IL Foal Publications FSC Stall SCIS Site Map links Search
Florida
Product ApprovaldUSER: Public User
ya•CY product 4pnmval Menu > DroEua or 4RpNcehon Search > epyhcation trsi > Application Detail
FL !t FL12194-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Aluminum Coils, Inc.
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813) 249-9743
grahmanl_Daluminumcoilsinc.com
Authorized Signature Gareth Rahman
grahmanoaluminumcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9742
PFrost@aluminumcoilsinc.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence Ft 12 94 R7 COI ALC15001.4 2017 FBC Evaluation Reoort Q4 T4 Soffits
Final.odf
Referenced Standard and Year (of Standard) Standard Year
AAMA 1402 2009
Equivalence of Product Standards
Certified By
Sections from the Code
https:llfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOvADquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM%2fTwa/o3da/o3d 1/2
5/412018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pendirg FBC Approval
Date Approved
Summary of Products
Method 1 Option D
12/ 15/2017
12/15/2017
12/20/2017
02/13/2018
FL # Model, Number or Name Description
22194.2 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL22194 R7 11 ALCI5001.4 2017 FBC Evaluation Report 04
T4 Soffits Final.odf
Impact Resistant: N/A
Design Pressure: +80/-90
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Other: See Evaluation Report for limits of use. Evaluation Reports
FL12194 R7 AE ALC15001.4 2017 FBC Evaluation Reoor 04
T4 Soffits Final.odf
Created by Independent Third Party: Yes
eacD vor•
Contact us •: 2601 Blair Stone Road. TallahjjjC a wg Phon.: 850-ee7-182e
The State of Flinch is an AA/EEO employer. EWri hl 2007.2013 State or Florida- :: Privacy Statement : • AeeessibiliN Statement :: Refund Statement
Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send eWVonoc
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. -Pursuant to Seaton
4S5.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deportment with an email address of they have
one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S..
please dick Sre .
Product Approval Accepts:
Credit Card
Safe
hitps:Nfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM%2fTw%3d%3d 212
CREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE C EDITION (2017)
Manufacturer: ALUMINUM COILS, INC. Issued December 74, 2017
5001 West Knox Street
Tampa, FL 33634
813)249-9743
www.aluminumcoilsinc.com
Manufacturing: Tampa, FL
Quality Assurance: PRI Construction Materials Technologies (OUA9110)
SCOPE
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1, 1709.10
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009
Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009
LIMITATIONS
1. This report is not for use in the HVHZ.
2. Design wind loads shall be determined in accordance with FBC Section 1609.
3. Soffits shall be labeled in accordance with FBC Section 1709.10.
4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
ALC15001.4 FL12194-R7 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTIONS
ALUMINUM COILS, INC
Soffits
318" F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for
dimension drawings.
3/8" J-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum J-channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings.
16' 04 Soffit Preformed nominal 0.0135-inch thick. 3105 H-14 aluminum soffit panels provided in 16-
inch sections. The reported net free ventilation areas are 22.3 inz/lin.ft. for the 'full vent'
configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for
dimension drawings.
12" T4 Soffit Preformed nominal 0.01354nch thick. 3105 H-14 aluminum soffit panels provided in 12-
inch sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the 'full vent'
configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for
dimension drawings.
ALC15001 A FL12194-R7 Page 2 of 3
This evaluation report is provided for Slate of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6t" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
C E N S ' ''•
No 74021
ID'.. STATE OF
O. A, P
114" ON A;
4
S
CERTIFICATION OF INDEPENDENCE
2017.12.14
16:21:34
05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary.R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A —Approved Systems (11 pages)
2) APPENDIX B — Installation Drawings (19 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC150D1.4 FL12194-R7 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1.
2. Refer to LIMITATIONS and sections of this evaluation when using the tables) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others
in accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details are as follows:
a. 12" T4 Soffit — 12-inch o.c.
Fastener Fastener
Location Loc6lion
11
b. 12" T4 Soffit— 4-inch o.c.
Fastener Fastener Fastener Fastener
Location
1
Location
1
Location
1
Location
1
c. 16" 04 Soffit— 16-inch o.c.
Fastener Fastener
lac lion Loc lion
ALC15001.4 FL12194•R7 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
d. 16" Q4 Soffit — 8-inch o.c.
Fastener
Llionoc
Fastener Fastener
Loction
ALUMINUM COILS, INC
Soffits
Appendix A
Approved System Numbers and Definitions
10.5JJ-# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave
12F-0 Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca
12J4 Approved Systems for 12-Inch Soffit Span with J-Channel and Fascia Ca
12JJ-# Approved Systems for 124nch Soffit Span with J-Channel at Wall and Eave
14.5JJ4 Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave
16F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Cap
16J-0 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca
16JJ-# Approved Systems for 164nch Soffit Span with J-Channel at Wall and Eave
22 5J Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave
24F-# Approved Systems for 24-inch Soffit Span with F-Channel and Fascia Ca
24J-# Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca
F2-4JJ-Nl Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave
Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrat J-Channel
Substrate
J-Channel
e Attachment Attachment
Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.114-inch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing
10.511-1
Max.
16-inch
Wood J-Channel to joists:
One (1)18 ga.1144nch crown x 1-inch leg staples
Wood J-Channel to joists: t59.8
located in the horizontal leg of the J-Channel spaced One (1) 18 ga.114-inch crown x 1-inch leg staples located
124nch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c.
ALC15001.4 FL12194-R7 Page 2 of 11
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MOP
No. Width ps()
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
One (1) min. 1 3/4-inch long x
Max.
One (1) min. 3/8-inch head dia. nail, munch One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16- t4012F-1
16-inch
Wood min. 1) embedment spaced Wood staple spaced 16-inch o.c. inch head dia. trim nail
24-inch o.c. spaced 36-Inch o.c.
One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 314-inch long x
Max. 9 ga., min. 5/8-inch long Stub Nail Wow
One (1) min. 3/8 x 318-inch crown 0.072-inch dia. x min. 3/16-
t4012F-2 16-inch Masonry with 318-inch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail
8-inch o.c. spaced 36-inch o.c.
Max.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3144nch x 1/4-inch One (1) min. 1 3/4-Inch long x
0.072-inch dia. x min. 1/4-inch 48
12F-3
16 inch
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c.
head dia. trip nail spaced 48- 64.2
spaced 244nch o.c. and securing each panel lap inch o.c.
One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x
12F 4
Max.
6-inch Masonry 9 ga., min. 5/8-inch long Stub Nail
with 3/8-inch diameter head spaced
Wood crown staple spaced inch
0 072-inch dia. x min. 1/4-inch
head dia. trip nail spaced 48-
48
64.2
8-inch o.c.
and securing each panel lapp inch o.c.
Approved Systems for Maxlmum112-inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MOP
No. Width psf)
Substrate
J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap
AttachmentAttachment
Max.
Three (3) min. 3/4-
inch x 1/4-inch crown
One (1) min. q8 x 1/24nch
long x 3/8-inch head diameter
One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x
0.072-inch dia. x min. 1/4-inch 48
12J-1
16 inch
Wood staples in diamond screw spaced 16-inch o.c.
Wood 1/4-inch crown staple
head dia. trip nail spaced 48- 64.2
pattern spaced 24- connecting soffit to Jchannel
spaced 8-inch o.c. inch o.c.
inch o.c.
ALC15001.4 FL12194-R7 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MOP
No. Width psf)
Substrate
J-Channel
Attachment
Substrate
J-Channel
Attachment
Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing
12JJ-1
Max.
16-inch
Wood J-Channel to joists:
One (1) 18 ga.1/4-inch crown x 1-inch leg staples
Wood
J-Channel to fascia:
One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing
70
60
located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c.
12-inch o.c. I I securing each panel lap
Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MOP
No. Width psf)
Substrate
J-Channel
Attachment
Substrate
J-Channel
Attachment
Three (3) 18 ga.t/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing
14 5JJ 1
Max.
16-inch
Wood
J-Channel to joists:
One (1) 18 ga.1/4-inch crown x 1-inch leg staples
Wood J-Channel to joists:
One (1)18 ga.1/4-inch crown x 1-inch leg staples located
t43.3
located in the horizontal leg of the J-Channel spaced in the horizontal leg of the J-Channel spaced 12-inch o.c.
12-inch o.c.
ALC15001.4 FL12194-R7 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 16-Inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MOP
No. Width pst)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1)14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
0.072-inch diameter
16F-1
Max.
Masonry 9 ga., min. 516-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- t53.3
12 inch with 3/8-inch diameter head spaced 4-inch o.c. and securing each inch head spaced
max. 8-inch o.c. panel lap 12-inch o.c.
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max.
0.072-inch diameter
16F-2
12-inch
Wood inch leg staples in diamond pattern Wood
4-inch o.c. and securing each finishing nail with min. 3/16- t53.3
spaced 16-inch o.c.
panel lap
inch head spaced
12-inch o.c.
One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/8-inch x 318-inch One (1) min. 1 314-inch long
16F-3
Max.
Masonry 9 ga., min. 518-inch long Stub Nail Wood crown staple spaced 16-inch
x 0.072 inch dia. x min.
t25.6
16-inch with 3/8-inch diameter head spaced 3/16-inch head dia. trim nail
8-inch o.c.
O.C. spaced 36-inch o.c.
Max.
One (1) 3/8-inchhead dia. nail. min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 314-inch long
x 0.072 inch dia. x min.
16F-4
16-inch
Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch
3/16-inch head dia. trim nail
225.6
inch o.c. O.C.
spaced 36-inch o.c.
Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long
16F-5
Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-Inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27
16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1
spaced 48-inch o.c.
One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.754nch x
0.072-inch diameter
16F-6
Max.
Masonry 9 ga.. min. 518-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3
16-inch with 3/8-inch diameter head spaced o.c. and securing each panel inch head spaced
8-inch o.c. lap 16-inch o.c.
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.754nch x
Max. Three (3)18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch
0.072-inch diameter
16F-7
16-inch
Wood inch leg staples in diamond pattern Wood
o.c. and securing each panel finishing nail with min. 3/16- t43.3
spaced 16-inch o.c.
lap
inch head spaced
16-inch o.c.
ALC15001.4 FL12194-R7 Page 5 of 11
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix A
Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MOP
No. Width ps()
Substrate
J-Channel Substrate Panel Attachment
Fascia Cap
AttachmentAttachment
One (1) min. 1 3/4-inch
Max.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/4-inch long x 0.072-inch dia. x t23.5
16J-1
tti-inch
Wood crown staples in diamond pattern Wood
crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4
spaced 24-inch o.c. nail spaced 48-inch o.c.
Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psi)
Substrate
J-Channel Substrate
J-Channel
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
1611 1
Max.
Wood J-Channel to joists: Wood diamond pattern spaced 8-inch o.c. securing t32.7
16-inch One (1) 18 ga.1/44rich crown x 1-inch leg staples J-Channel to fascia
located in the horizontal leg of the J-Channel spaced
12-inch o.c.
Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing
16JJ-2
Max.
16-inch
Wood J-Channel to joists;
One (1) 18 ga.1/44nch crown x 1-inch leg staples
Wood
J-Channel to fascia;
One (1)18 ga.1/4-inch crown x 1-inch leg staple securing
43.3
33.3
located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c.
124nch o.c. securing each panel lap
ALC15001.4 FL12194-R7 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J-Channel
Attachment
Panel Attachment Substrate
J-Channel
Attachment
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown
1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c.
Max. securing J-Channel to joists: inch o.c. securing each panel lap Wood securing J-Channel to joists; 42 1
22.5JJ-1
16-inch
Wood One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x
1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg staples located in the
horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel
spaced 12-inch o.c. 3116-inch head spaced spaced 12-inch o.c.
4-inch o.c.
Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
Substrate
F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
No. Width psf)
Attachment
One (1) 16 ga.1/4-inch
Nominal 1x2 crown x 1-inch leg
Three (3) 18 ga.t/4-
No.2 SYP
to
staple spaced
12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. x
Max.
inch crown x 1-inch
anchored
rafter with one
each panel la p
Wood
inch crown x 1-Inch
diameter0ishininchdiameter
finishing nail with min.
80
24F 1
12-inch
Wood leg staples in
diamond pattern
1) min. 2.25- One (1) min. 1.75-inch leg staple spaced 8- 3/16-inch head spaced
90
spaced 16-inch o.c. inch x 7d ringg
shank nail
x 0.072-inch diameter
inch o c 12-inch o.c.
24-inch o.c. finishing nail with min.
3116-inch head spaced
4-inch o.c.
ALC15001.4 FL12194-R7 Page 7 of 11
This evaluation report is provided for Stale of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
ALUMINUM COILS. INC
Soffits
Appendix A
Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MOP
No. Width psi)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staple spaced
One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch
0.072-inch diameter 80
24F-2
12-inch
Wood smooth shank rafter with one Woad
leg staple spaced 8- finishing nail with min. 76.6
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch
inch o.c.
3/16-inch head spaced
16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c.
nail 24•inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga. 1/4-inch
crown x 1-inch leg
One (1) 14 ga. 5/8- Nominal 1x2 staple spaced
inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75•inch x
Max. ga.. min. 5/8-inch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80
24F-3
12-inch Masonry long Stub Nail with rafter with one Wood
leg staple spaced 8• finishing nail with min. 76.6
318-Inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o
3/16•inch head spaced
head spaced 84nch Inch ring shank x 0.072•Inch diameter
c.
12-inch o.c.
O.C. nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga. 1/4-Inch
crown x 1-inch leg
Nominal 1x2 staple securing the
No.2 SYP
nailer of each female
Three (3) 18 ga.1/4- anchored to
lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max.
inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter
80
24F-4
16-inch
Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60
diamond pattern
inch x 7d ring
inch o.c. and securing 3/16-inch head spaced
spaced 16-inch o.c.
shank nail
One (1) min. 1.75-inch each panel lap 16-inch o.c.
24-inch o.c.
x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
44nch o.c.
ALC15001.4 FL12194-R7 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other
producl attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix A
Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MOP
No. Width psf)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch
crown x 1-inch leg
staple securing the
Nominal 1x2 nailer of each female
One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter
80
24F-5
16 inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
roofing nail spaced 1) 7d x 2.25• inch o.c. and securing 3/16-inch head spaced
164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga. 1/4-inch
crown x 1-inch leg
staple securing the
One (1) 14 ga. 5/8- Nominal tx2 nailer of each female
inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x
Max. ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter
80
24F-6
16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
head spaced 8-inch inch ring shank One (1) min. 1.754nch each panel lap 16-inch o.c.
O.C. nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
ALC15001.4 FL12194-R7 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24-Inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width PsO
Batten
J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
AttachmentAttachment
Nominal I No.2
SYP scabbed
between rafters with One (1)18 ga.1/4-
one (1) min. 2.25- inch crown x 1-inch
Nominal 1 x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed
through the rafter
12-inch o.c.
securing each panel One (1) min. 1.75-inch
anchored to ga.1/4-inch crown into the end of the lap
One (1) 18 ga%- x 0.072-inch diameter
24J-1
Max. rafter with one x 1-inch leg batten or two (2) Wood
Inch crown x 1-inch
finishing nail with min. 260
12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced
inch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch
8-inch o.c. 12-inch o.c.
shank nail inch o.c.
nailed on either side diameter finishing24-inch o.c.
of the batten at nail with min. 3116-
each batten/rafter inch head spaced
intersection. Max. 4-inch o.c.
rafter spacing is
24-inch o.c..
Nominal 1x2 No.2
SYP scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 1-inch
one (1) min. 2.25- leg staple securing
inch x 7d ring shank the nailer of eachNominal1x2
No.2 SYP Three (3) 18
nail straight -nailed female lock or
One (1) 18 ga. %-
anchored to ga.1/4-inch crown
through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75 inch
24J -2
Max. rafter with one x 1-inch leg
into the end of the
batten or two (2)
securing each panel
lap Wood leg staple spaced
x 0.072-inch diameter
finishing nail with min. t53.3
16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and
3/16-inch head spaced
inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c.
shank nail inch o.c. nailed on either side inch x 0.072-inch lap
24-inch o.c.
of the batten at diameter finishing
each batten/rafter nail with min. 3/16-
Intersection. Max. inch head spaced
rafter spacing is 4-inch o.c.
24-inch o.c.
ALC15001.4 FL12194-R7 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are nol specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24-Inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psi)
Substrate J-Channel
Panel Attachment Substrate J-Channel
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x
1-inch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced24-inch o.c. of each female lock or spaced 16-
x 1-inch leg staples in diamond
24JJ-1
Max.
16-inch
Wood securing J-Channel to joists;
One (1)18 ga.1/4-inch crown x
inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t43.5
1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch securing
J-Channel to fasciahorizontallegoftheJ-Channel diameter finishing nail with min.
spaced 12-inch o.c. 3116-inch head spaced
4-inch o.c.
Three (3) 18 ga.t/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown
1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 24-inch o.c.
of each female.lock or spaced 16- pattern spaced 12-inch o.c.
24JJ-2
Max.
Wood securing J-Channel to joists: inch o.c. securing each panel lap
Wood
securing J-Channel to fascia:
One (1) 18 ga.1/4-Inch crown x 53.3
16-inch One (1) 18 ga.1l4-inch crown x
1-inch leg staples located in the One (1) min. 1.75•inch x 0.072-inch 1-inch leg staple securing the
44 4
horizontal leg of -ChanneltheJ-Channel diameter finishing nail with min. nailer of each female lock or
spaced 12-inch
3/16-Inch head spaced spaced 16-inch o.c. securing
4-inch o.c. each panel lap
ALC15001.4 FL12194-R7 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC Appendix 8
INSTALLATION
Note - Refer to the APPRoven SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations
System No. I Installation Detail
110.5JJ-1 8
14.5JJ-1
Olamond Patten
18ga.,114' x I'
staples I T o.c. max
I Aga., 114' x I'
staples 24' o.c. max
J•Channel
18ga., 114'
staples 24` o.c. max
Olamond' Patten
ennnl
Oelad e
18ga., 114` x I'
staple/ "Oiams (I" aft
Max
Diamond' Patten
staples
Illga.,114"xi"
staples I o.c. max
ALC15001.4 FL12194-R7 Page 1 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
12F-1 8
12F-2
MIN, 318" HEAD DIA.•NAIL, MIN. 1.25"
EMBENDMENT SPACED 24' O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA.
STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8'
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
ASCIA SLIP BOARD
SOFFIT
MAX. 12•INCH SPAN
F" CHANNEL
FASCIA LIP 1/4"
FASCIA TRIM
STAPLE SOFFIT 1*0
FASCIA BOARD NT50
3/8" X 3/8" STAPLE
16" O.C.
LPAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PEA 12' PIECE
SOFFIT & FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001.4 FL12194-R7 Page 2 of 19
This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
i v irau°i `
1 SOFFIT STAPLE
OPEN RAFTER
r ' DIAMOND PATTERN
3/4• X 1/4- I I ; TAI2CROWNSTAPLES
USINC A WAM0N1) _ sruus iSUSI
PATTERN FACIA BOARD
FASCIA CAP
12F-3
L 3/4" X 1/4" CROWNjMNMNFACIA BOARD
B" 11-3/4'
STAPLE ON CENTER
TRIM NAIL P"
F" CHANNEL CAN BE PAINTED S.S. 48"
INSTALLED CAPWITHTHEOCFASCIA
NAILING FLANGE UP OR 3/4' X 1/4"
CROWN STAPLE
SOFFIT -max. 12-inch span
WOOD S
SUBSTRATE
SOFFIT &FASCIA
0 ETAI L
ALC15001.4 FL12194-R7 Page 3 of 19
This evaluation report is provided for Slate of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
MIN. 14GA T•NAIL OR MIN. 9GA.
STUB NAIL WITH 3/8' HEAD DIA., MIN. 5/8'
EMBEDMENT SPACED 8' O.G. FOR MASONRY
SUBSTRATES.
FASCIA SLIP BOARD
FASCIA TRIM
12F-4
SOFFI T
90AR0MAX. 12•INCH SPANJS-S-
CHANNEL 1
P FASCIAFACIA CAP
3/4'X 1/4'
vi Blook. W-11 CROWN STAPLE
s
SOFFIT & FASCIA
DETAIL
FL12194-R7 Page 4 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify crcttK I ecnnlcal aerwces, LLt, vi di y P.wU% ,.a„y.. —
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
ALUMINUM COILS. INC
Soffits
Appendix 8
OPEN RAFTER 3W
3-
3/4- X 1/4- CROWN STAPLE
otsr SOFFIT STAPLE
FACtA BOARD /
DIAMOND PATTERN
I
3/4' X 1/4- CROWN STAPLE -24-
ON CENTER USING A OIAMONO PATTERN
l
FASCIA CAPN+_
12J-1
glint
3/4' X 1/4- CROWN
a' 1-3/4- TRIM NAIL
FACIA BOARO
CHANNEL
STAPLE ON CENTER
1-3/4' TRIM NAIL PAINTEO S.S.
acrewed to oo111c
witPAINTEDhonefll06x S.S. IB' FASCIA CAP
1/2• x 7/a• head O.C.
3/4- X 1/4' dlameLer screw,
14 • o. c . CROWN STAPLE
SnFFIT-max. 12-Inch span
SOFFIT
W000 OR BLOCK SOFFIT FASCIA
SUBSTRATE DETAIL
ALC15001.4 FL12194•R7 Page 5 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
18ga., 114' x 1'
OPEN R.r ER
Staples 24' o.c. max
Diamond' Patten
18ga., 114' x 1'
O sr staples 12' o.c. max
B A
I
1. J
J-Channel
3lr
pelei 6
12JJ-1 8 Iega., 114-x r
16JJ-2
ri;
189a., 114' x I'
staples 24- o.c. max
staples I r o.c. max
Olamond'Patlen31r - A
Oiamond' Patten
18 ga., I14' x t'
slaples In horcontal
leg of female lap
J-Channel
Oelai A
ALC15001.4 FL12194-R7 Page 6 of 19
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
131A' LONIG X 0 07i' OIA TRIM
NAIL WITH 3116' HEAO DIA FASCIA BOARD
SPACED I6' O C
fAxu CAP
SOrfIT
1' x 114' CROWN STAPLE
OPEN RAFTER A OC.
IAW 14GA T. FASCIA BOARD
NAIL OR 14In
9GA STUB NAIL
L'41TH 3r8' HEAD
SOFFIT b FASCIA16F-1 Ei:oeaiEi
816F-6 SPACED F0C DETAIL
FASCIA (AP; REFER
10 SOFFII 6 FASCIA
01TAIL
f' (HANN(l
S01111; MAX. 16'
SPAN
MASONRY
SUBSTRATE
ALC15001.4 FL12194•R7 Page 7 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25"
EMBENDMENT SPACED 24" O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA,
STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8"
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
FASCIA SLIP BOARD
FASCIA TRIM
SOFFITr..F"
16F-3 &
16F-4 CHANNEL
No4C1, ConCrer,e
or Block Wall
STAPLE SOFFIT TO
FASCIA BOARD- #T50
3/8" X 3/8" STAPLE
16" O.C.
FASCIA LIP 1 /4"
PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALC15001.4 FL12194•R7 Page 8 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, ar other
product attributes that ate not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
KVVC:a ` SOFFIT STAPLEOPENRAFTERJ
3/4• x 1/4•
i 1 DIAMOND PATTERN
DETAILIr ,
CROWN STAPLES t
h• Mull / USING A DIAMOND %` '—>sr.rus i
PATTERN FACIA BOARD
FASCIA CAP
16F-5
3/4" X 1/4" CROWN FACIA BOARD
e 1-3/4' TRIM NAIL
STAPLE ON CENTER
1-3/4" TRIM NAILJ PAINTED S.S.
F' CHANNEL CAN BE PAINTED S.S. 4e' FASCIA CAP
INSTALLED WITH THE D.C.
NAILING FLANGE UP OR 3/4" X 1 /4"
DOWN CROWN STAPLE
SOFFIT- max. 16-inch span
WOOD SOFFIT
SUBSTRATE SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 9 of 19
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
131A' L(RIG 4007.1 DIA TRIM
IIAIL VATh 3T16' K" CRA FASCIA BOARD
FASCIA CAP
SOFFIT
1' x UV CfOWI STAPLE
OPEN RAFT R A'OC
fASCIA BOARD
1' AI7L' C'R°MI
STAPLE RISTALLED
16F-28 4iE I1N0ia"0fo SOFFIT 8 FASCIA
16F-7 DETAIL
FASCIA CAP; RCfER
10 SOFFII B FASCIA
f- (NANRlI
Ot IAIL 114` x 1' slaoles
3w1r 1f
r
SOFFIT; Mix. 1P r
SPAR I-
I
t
MASONRY
OIan101ltr PaRlnSUBSTRATE
ALC15001.4 FL12194-R7 Page 10 of 19
This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
16J-1
OPEN RAFTER
3/4- X 1/4- CROWN STAPLE -24'
ON CENTER USING A DIAMOND PATTERN
ALUMINUM COILS, INC
Soffits
Appendix B
3rr
3W `
3/4' X 1/4' CROWN STAPLE
1 SOFFIT STAPLE
FACIA BOARD / DIAMOND PATTERN
DETAIL
CAP
3/4' % 1/4' CROWN FACIA BOARD
STAPLE '8' ON CENTER 1-3/4TRIM NAIL CHANNEL
1-3/4- TRIM NAIL PAINTED S.S. PAINTED
S.S. 48' FASCIA CAP O.
C. 3/
4- x 1/4- CROWN
STAPLE WOOD
OR BLOCK SUBSTRATE
SOFFIT -
max. 16-inch span SOFFIT
SOFFIT &
FASCIA DETAIL
ALC15001.
4 FL12194-R7 Page 11 of 19 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
A
1893., 114-X 1'
staples I r o.c. max
16JJ-1 I ega., 114' x V
318- e ~
staples 24' O.C. Max
i
i
01amond" Paten
ALUMINUM COILS, INC
Soffits
Appendix B
I8ga., 114' x 1'
staples 24' o.c. max
01amond' Patten
I
J•Channel
Wait 8
188a., 114' x 1'
Maples 8' O.C. max
Olamoncr Patten
J•Channel
Oetax A
ALC15001.4 FL12194-R7 Page 12 of 19
This evaluation report is provided for Slate of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
22.5JJ-1
ALUMINUM COILS, INC
Soffits
Appendix B
18ga., 114' x I'
staples 24" O.C. max
oocN as,ca 'Olamond" Patton
18ga.. 1f4' x 1'
sr staples 17 o C. max7: _ /
B —/
A l
18 ga., 114' x V staples
16' o.c. mac and 1 314"
Long x 072" Oia Trim J-Channel
Nails with 3116" Head 4' 318'
o.c. max Details
18ga., 114' x 1'
189a., 114' x I' Staples 24- o.c. max
staples 24• o c. max 'Oiamontl' Patten
ti
18ga.. 114' x 1'
L
I/
staples 12" ox. max
Oiamond' Patten ij
J•Channel
Detail A
ALC15001.4 FL12194-R7 Page 13 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
ALUMINUM COILS. INC
Soffits
Appendix B
System No. Installation Detail
1 t' TRM NAIL FASCIA BOARD
MaTtO S.S.
1.. CROWN I FASCIA (AP
SIAPL(S
USING A DIAMOND
PAI TERN: REFER TO
SOffII SIAPLE
WITH—
I'4- CROWN SIAPLE
DIAMOND PAII(RN
Dt IAIL
I i' IntlMAIL FASCIA BOARD
PANTED S S.
SOFFIT & FASCIA
DETAIL
20-1 8
24F-4 I*4' CROWN SIAPIt
FASCIA CAP: REFIR
TO SOFFIT B FASCIA
DETAIL
IIMIiMI I'll' SYP II.... 3/6, BSIISn A oIA SOFFIT: MAX. EL' I F.(NANN(l RAIISrS v4ilhanitnt Id I Ring ShankNSAatSrerrRSIISr
I M000
SUBSIRAIE
SOFFIT STAPLE
OIAMONO PATTERN
ALC15001.4
FL12194-R7 Page 14 of 19 This evaluation
report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
I
CREEK ALUMINUM COILS. INC
Soffits
TECHNICAL SERVICES. LLC Appendix 8
i
i
I
I
I
I
I
1I
II
1
System No. Installation Detail
1 t- TRW MALL FASCIA BOARD
PAINTEO S.S.
I -I' SMOOTH SIIAHN FASCIA CAP
ROOF "AILS SOFFIT i
1'e!' CROWN SUPIE
1 t' TRIM MAIL FASCIA BOARD
vAwT(o s.s
SOFFIT E FASCIA
24F-2 & OETAIL
24F-5
re!- CROWN STAPLE
FASCIA CAP: REFER
TO SOFFIT • FASCIA
OJT AIL
Nominal 1'.Y SYP
Batten Anchor If to SOFFIT: MAX. El'
F-CHANNEL Rafters d1A one 74
Ring Saana Mau at
every Better
WOOD SOBSINAI(
ALC15001.4 FL12194-R7 Page 15 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix 8
System No. Installation Detail
TRIM NAR, FASCIA BOARD
PAWI(0 S.S.
KGA i' T.NAllS I fAS(U (AP
SOFFIT
Y.i' (ROMN STAPLE
I i' FAIN NAIL FASCIA BOARD
PAWI(0 S.S.
SOFFIT
T
FASCIA
OETAII
24F-3 8
20-6 I•e!• CROWN $IAM
FASCIA CAP; REFER
TO SOFFIT A FASCIA
OEIA0.
Rovinal 1'.2' SYP
Gallen Anchored to SOFFIT; NAx. ta'
F.(NAIINE( Rallen .11A ene Id
Ring SNaAa Nad al
eery Raller
MASONRY
1 ALC15001.4 FL12194-R7 Page 16 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation. recommended use. or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix B
System No. Installation Detail
I I-
TRIASOM11
rAS(IA OOARO
PAIR
Pal• CROWN rASCIA CAP
S IAPLES
USING A OIAMONOPATT(RN; REFERf0CANIILEVER(0 'a1'(ROMN SIAPIE
SOFFITSTAPLE RAFIER
OIAMONO PATHAN
OEIAILFASCIA EOARO
I ran MAIL
SOFFIT & FASCIA
I
PAINT(0 AILS.SDETAIL 24J-
1 8' 1-4- IROMN SFAPLE 24J-
2 r --• FASCIA CAP; REFER / TO
sorrli t rAS(IA OCT
An. Naminol
l• r srr oalana lll—++ 9• Fcabbad
balaeM tonare and SOf111; MAx, ]A' I
I
7/8 T 1.(
Nudl(L acuwd wlm one I 1170 m0 I I sbans
nag unl101n•naled ovou0n
in* Nano Into dte and / M000
SUBSTRATE el
dN moan of Iwo (21 Id \ - udU
etlano nails loo-no led on onMf
side of Ina balloon at the ba0odmnot
Inlofeeclim \ / SOFFIT
STAPLE DIAMOND
PATTERN ALC15001.
4 FL12194-R7 Page 17 of 19 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix B
System No. Installation Detail
18ga ,114" x I"
staples 24' o.t. Max
onerr rt.r Fra '01amond Patten
t 8ga., 114' x I'
o sr staples IT O.C. max
I
18 ga., 114" x 1" staples
167o.c. max and 1 3/4• .— long
x .012" Ula. fnm J•Channel Nails
with 311R' Head 4" 3" o.
e. max Oelrm 8 24JJ-
1 logo.. I14" x 1" 318'
1 r— staples 24' o.c. max toga., 114- x 1- I _
staples
8' o.c. max r
Diamond
Patten J•
Channel Wei
A ALC15001.
4 FL12194-R7 Page 18 of 19 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
124JJ-2
0
18 ga., 114" x 1' staples
10" o.c. max and i W
Long x .U'r"1' Dia. Porn
Nails with 311fr Head
O.C. max
FiLi
OPEN R-iTER
A
1893.. 114' x 1'
staples I r o.c. max
ALUMINUM COILS. INC
Soffits
Appendix 8
18ya.,114' x 1'
staples 24- O.C. Max
Diamond Patten
ana1
Oche 9
189a , 114' x 1' 18ga., 114' x I'
staples 24' o C. max staples 17 o.c. max
Diamond' Patten
Olamond' Patten
18 ga., 114' x 1'
staples in hor7onlal
ley orlemale lap
J•Channel
Odes A
ALC15001.4 FL12194-R7 Page 19 of 19
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use. or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
DESIGN WINO LOADS
ALUMINUM COILS, INC
Soffits
Appendix C
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1. Wind speeds for risk category I, It. III, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B, C. and D shall be as defined in section 1609 of the FBC.
3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft.
4. All calculations are based on an effective wind area of 10-f12 or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Wind directionality factor, Kd = 0.85
7. Vv, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC.
8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 3-ft.
ALC15001.4 FL12194-R7 Page 1 of 4
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use. or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix C
Design Wind,Pressur.es(be..,Soffkts-in%Ei-posut6'-B--
7!u iyld -
4
e; f - _- 7 "'
ea
Roof ,
R'
Height (ft)' F -1120Y A A 0, 200
Enclosed
4
20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
40 18.3 21.5 24.9 28,6 32.5 36.7 41.2 45.9 50.8
50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1
60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative
Loads)
5
20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7
50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8
60 25.3 29.6 34.4 39.5 44,9 50.7 56.8 63.3 70.1
Enclosed
4
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4
Positive
Loads)
5
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 16.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 1 32.9 36.4
ALC15001.4 FL12194-R7 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 6 1 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS. INC
Soffits
Appendix C
f*A t: ; xesignirid:Pi.edburesjof, offi s.in E pos re- WJC -D Buialna;.
A We-- H
t ift) tjhbasic
7
VO 01 Enclosed
4
20
21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25
22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30
23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40
25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50
26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60
27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative
Loads)
5
20
26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25
27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30
29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40
30.9 36.3 42.1 48.3 54.9 1 -62.0 69.5 77.5 85.8 50
32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60
33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed
4
20
13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25
14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30
15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40
16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50
16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60
17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive
Loads)
5
20
13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 1 38.5 25
14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30
15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40
16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50
16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60
1 17.4 20.5 23.7 27.2 31.0 35.0 1 39.2 1 43.7 48.4A ALC15001.
4 FL12194-R7 Page 3 of 4 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are riot specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
y # 3' !"; ypvx L;,::_,;; "''=Desigri WindlPressu es.for $otstin Ez' osure 0' >? ' ' _ { 3 w
Building
TYP e, r, t
r^
00
s% = ' :i
iM i
Roof '
yFi'ei hl'' ft7
J"`..i:°'! r?r.'7'f''":BasiclWind:S
50t. ems! +--. 'rz :rr;F 1!.:.•o -.., • -leaID120 .; f 130!1;,. •If1140- 150. ,.ti .oar
J
eed'iri'h:%`-
s..
1 601'
r.
ie ".170Y
a%'•.»"f
VIM, , v; 7c_ 18, Ot;, _ ;,190 . y'i2U0
Enclosed
4
20 26.0 30.5 35.4 40.6 46.2 52.2 58.5
60.6
65.2
67.6
72.2_
74.92527.0 31.6 36.7 42.1 47.9 54.1
30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5
40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6
50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9
60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6
Negative
Loads)
5
20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1
25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4
30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7
40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7
50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8
60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1
Enclosed
4
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1
Positive
Loads)
5
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 1 49.1 1 54.4
60 20.2 23.7 27.5 1 31.6 35.9 40.5 45.4 1 50.6 1 56.1
ALC15001.4 FL12194-R7 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
3/8" F-Channel
3/8" J-Channel
r 1/6" HEM
7
3/8'
ISOMETRIC VIEW
310" PROFILE
ISOMETRIC VIEW
Tie- PROFILE
ALUMINUM COILS, INC
Soffits
Appendix O
ALC15001.4 FL12194-R7 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
Fascia
CREEK
TECHNICAL SERVICES, LLC
5 3/4"
7/8„
1/8" HEM
6"FASCIA
7" BLANK
1/4"
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix O
ALC15001.4 FL12194-137 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
16" 04 Soffit
rvv
18- BLANK
3 / a PRonLE
2,7T 10F
Od0 0
aao
aoaaa
oaoo
aaaaa
oaao
ALUMINUM COILS, INC
Soffits
Appendix 0
ALC15001.4 FL12194-R7 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
12" T4 Soffit
31/8" 7/8" 31/8" 7/8"
S/16"
1/2" 1/2" 1/2" 1/2" 1/2"
1/8" 3/81,
0A'nP
0 M. rrr
13AS" BLANK
3/8" PROFILE
aooa
aaooa
aaaa
aaaaa=
oaaa
END OF REPORT
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
5/4/2018 Florida Building Code Online
Business & Professional
11
Regulation
7ww`
SCIS tome , Log In I User Registration Hot Topics Submit Surcharge i Slats & Facts Publications FBC Stall SCIS Site Map links Search
fb a
r ®Product Approval
IUSER: Public User
ProCUC. aooroval Menu a Produ[i or analicetion Search a Application Detail
P OFFiCE OF THE FL # FL10124-R20
GECFtFTARY
Application —ype Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email i Campus Drive
Parisppany, NJ 07054
800) 766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindar@nemoetc.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
800) 766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/20/2018
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL10124 R20 COI 2017 02 C01 Nieminenodf
Standard
ASTM D1970
ASTM 03161
ASTM D3462
ASTM 07158
TAS 107
Year
2015
2016
2010
2011
1995
https://floridabuilding.org/prlpr app dtl.aspx?param--wGEVXQwtDquracBeVCbdMONZD6Zesy3BoOyLwXhMdCmfpylEOlvyCA%3da/o3d 1/2
5/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
09/20/2017
09/27/2017
09/28/2017
12/12/2017
FL V Model, Number or Name i Description
10124.1 ' GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge
asphalt shingles
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL10124 R20 11 2017 09 FINAL ER GAF Asphalt
Approved for use outside HVHZ: Yes Shingles FL10124-R20.2df
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER, Section 5. Evaluation ReportsIFL10124R20AE2017 09 FINAL ER GAF Asphalt
lain les FL10124-R20.p-f
Created by Independent Third Party: Yes
Sack VCrt
Conuct Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487.1824
The State of Florida is an AA/EEO employer. QW ight 2007-2013 State of Florida.:: Pnvaev Statement :: AccessibiAry, Statement :: Refund Statement
Under Florida law, email addresses are Public records. If you do not want your a -moil address released in response to a public -records request. do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail- If you have any questions, Please contact 850.407.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The ematis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with on email address which can be made available to the public. To determine If you are a licensee under Chapter 455. F.S.,
please clack here .
Product Approval Accepts:
i
Credit Card
Safe
https:llnoridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwlDquracBeVCbdMONZD6Zesy3BoOyLwXhMdCmfpylEOlvyCAP/o3d*/o3d 2/2
EXTERIOR RESEARCH & DESIGN, I.I.C.
l Certificate of Authorization #9503
STREET\
TRINITY' ERD
353 CHRISTIAOXFORD,'CTNIT06478
203)262-9245
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1122
1 Campus Drive FL10124-R20
Parsippany, N1 07054 Date of Issuance: 01/03/2008
800) 766-3411 Revision 22: 09/20/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4 ANE1983
j Th / e facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/2012017. This does not some as an electronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will It acquire, a financial interest In any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
rTTRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the 6`' Edition (2027) Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard Year
1507.2.4 / 1507.1.1, Physical Properties ASTM D1970 2015
R905.2.3 / R905.1.1
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.2, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Entity Examination Reference Date
GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012
PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI (TST 5878) ASTM D3462 GAF-059-02-02 09/02/2004
PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI (TST 5878) Physical Properties GAF•324-02-01 12/01/2011
PRI (TST 5878) Wind Driven Rain GAF-407-02-02 01/21/2013
UL (TST 1740) ASTM D3462 93NK6295 11/29/1993
UL(TST 1740) ASTM D3462 99NK43835 02/12/2000
UL (TST 1740) TAS 107 94NK9632 03/29/2000
UL (TST 1740) ASTM D3462 01NK06632 02/02/2001
UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001
UL (TST 1740) ASTM D3161 01NK37122 12/18/2001
UL (TST 1740) ASTM D3462 01NK37122 12/19/2001
UL (TST 1740) ASTM D3161, TAS 107 OZNK12980 04/10/2002
UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002
UL (TST 1740) ASTM D3161 03CA5367 03/11/2003
UL (TST 1740) ASTM D3462 03NK26444 10/17/2003
UL (TST 1740) ASTM D3462 04NK13850 06/07/2004
UL(TST 1740) ASTM D3161 04NK13850 06/23/2004
UL (TST 1740) ASTM D3161 04NK30546 03/20/2005
UL (TST 1740) ASTM D3462 04NK22009 05/06/2005
UL(TST 1740) ASTM D3161 04NK22009 05/09/2005
UL (TST 1740) ASTM D3462 05NK27924 02/10/2006
UL (TST 1740) ASTM D3161 05NK27924 02/11/2006
UL(TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006
UL(TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006
UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006
UL (TST 1740) ASTM D3462 06CA31603 12/01/2006
UL(TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006
UL (TST 1740) ASTM D3161 07NK05228 03/13/2007
UL (TST 1740) ASTM D3161 06CA31611 04/04/2007
UL (TST 1740) ASTM D3161 06CA61148 04/09/2007
UL(TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007
UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008
Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R2Z
Certificate of Authoriration #9503 6r" ED111ON (2017) FBC NON-HVHZ EVALUATION FU0224•RZO
GAF Asphalt Roof Shingles Revision ZZ: 09/ZO/2017
Page Z of 6
TRINITY I ERD
Kni!Df Examination Reference Date
UL (TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008
UL (TST 1740) ASTM D3161, D3462 09CAlOS92 03/26/2009
UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009
UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009
UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009
UL (TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010
UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010
UL(TST 1740) ASTM D3462 IOCA07264 05/27/2010
UL (TST 1740) ASTM D3462 10CA119S3 10/29/2010
UL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 12/04/2010
UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 IOCA53934 03/31/2011
UL (TST 1740) ASTM 03161, D7158, D3462 11CA48924 10/22/2011
UL (TST 1740) A5TM D3161, D7158, D3462 11CA47919 12/03/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/09/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011
UL, I.I.C. (TST 9628) ASTM D3462 12CA34892 10/12/2012
UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013
UL, I.I.C. (TST 9628) ASTM D3161 12CA38083 02/26/2013
UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013
UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2023
UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 10/25/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 10/20/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 12/12/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 11/01/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 11/17/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 12/11/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 10/25/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/25/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 10/21/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 11/17/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 11/03/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 11/01/2016
4. PRODUCT DESCRIPTION:
4.2 Asphalt Shinales:
4.1.1 Marquis' WeatherMax•, Royal Sovereign* and Sentinel* are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot*, Camelot° II, Fortitude', Glenwood'", Grand Canyon*, Grand Sequoia°, Grand Sequoiam IR,
Grand Sequoia* ArmorShield-, Monaco•, Sienna•, Timberline® American Harvest*, Timberline*
ArmorShield'" II, Timberline® Natural Shadow", Timberline HD°, Timberline* Cool Series®, Timberline Ultra
HD® and Woodland" are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 Slateline° is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip & Ridge Shingles:
4.2.1 Seal-A-Ridget' Ridge Cap Shingles, Seal -A -Ridge* IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge®
ArmorShield'" Ridge Cap Shingles and Timbertexm Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R22
Certificate ofAuthorkotion 99503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2027
Page 3 of 6
TRINITY ' ERD
4.3 Accessory Starter Strips:
4.3.1 Pro -Start* Eave/Rake Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart° Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter strip, nominal 9-inch x 33 It roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatch'" Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyono and
Grand Sequoia• series asphalt shingles. StarterMatch" are installed as the second starter for Grand
Canyon* and Grand Sequoia® series installations.
LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to V,,d = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up
to V,.4 = 150 mph (V„ I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
mean roof height of 60 feet or less. Calculations by a qualified design professional are required for
conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.2 Underlavment:
6.1.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be
Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four
4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions:
Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield,
and Woodland require minimum five (5) nails per shingle.
Slateline requires minimum six (6) nails per shingle.
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the GAF for details.
Exterior Research and Design, I.I.C.
Certificate of Autharization #9503
Evaluation Report 01506.01.08-RZ2
6' EDITION (2017) FBC NON-HVHZ EVALUATION FL101Z4-RZ0
GAF Asphalt Roof Shingles Revision 22: 09/20/2027
Page 4 of 6
TRINITY II ERD
6.4 Hip & Ridge Shineles:
6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and
Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL S30 Roof & Flashing Sealant".
its Sealant
1• (292 mm) t' Sellante
I
mm) (25 mm) Enduit LrbL nthAitti
Mtrl.
I Nail
paw
I(1fi88.194 mm)
Ctouer
12,
305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1
Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
1 t Seabm17Rli2rnmn) 1' S011ant0 25
nm} Erdwr d'Otardrrm I
NOB
cam
12• Cxoter {
305 :
rtn) 9'
fZ29
mm} 12'
3C5
rmm) 6.
4.3 Fasteners• shall be in accordance with GAF published requirements, but not less than FBC 2507.2.6 or R905.
2.5. Staples are not permitted. Exterior
Research and Design, I.I.C. Evaluation Report 01506.01.08-R22 Certificate
of Authorization 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-RZO GAF
Asphalt Roof Shingles Revision 22: 09/20/2017 Page
5 of 6
J
J TRINITY I ERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R22
Cer6licote alAuthoritotion $9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F110124-1120
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 6 of 6
9/2018 Florida Building Code Online
11
Business & Professional Regulation
r
BCIS Home I Login User Registration I Mot Topics Submit Surcharge Stats b Facts Publications FBC Stall I SCIS Site Map links Search
paida
Product Approval
USER: Public User
ins
es
Product Aoorovht Menu > Product or 4odkcetion Search > AaoM1cation Lrst > Application Detail
FL A F1.15216-113
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning Roofing and Asphalt, LLC
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43645
740)321-6345
Greg. Keeler@owenscorning.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778)945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report • Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL1S216 R3 COI 2017 01 COI Nieminen.odf
Standard Year
ASTM D1970 (tear) 2015
ASTM D226 (physicals) 2009
https://floridabuilding.org/pr/car app dtl.aspx?param=wGEVXCMRDgv3yVVKJZ10RAdhyl2u8kOGnt9ayHyTiLG8tW0uK8nwXA%3d%3d 1/2
5/9/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
04/20/2018
FL V Model, Number or Name Description
15216.1 RhinoRoof Underlayments I Synthetic roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216-
no fApprovedforuseoutsideHVHZ: Yes
Resistant: N/A Verified By: Robert Nieminen PE-59166iImpactDesignPressure: N/A Created by Independent Third Pally: Yes
other: See ER Section 5 for Limits of Use. Evaluation Reports
FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RMINOROOF FL15216-
npo
Created by Independent Third Party: Yes
Back Vca[
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487.182e
The State of Florida is an AA/EEO employer. Q1yri ht 2007.2013 State of Florida.:: edv cy Statement :: Atcessibihly, Statement :: Refund Statement
Under Florid* law, email addresses are public records, If you do not want your e-mail address released in response to a Public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. 'Pursuant to Section
455.275(1), Fonda Statutes, effective October 1, Z012. licensees licensed under Chapter 455. F.S. must provide the Department with an email address it they have
one. The emarls provided may be used for official communication with the licensee. However email addresses are public record. II you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F S..
please click here .
Product Approval Accepts:
Credit Card
Safe
hitps:/liloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGnf9ayHyTiiLG8tW0uK8nwXA%3d%3d 2/2
QOTPuNITYERD
I
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4 Canada
551)574-2939
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ojAuthorizotion #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 140510.02.12-113
FL15216-R3
Date of Issuance: 02/17/2012
Revision 3:10/10/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6Th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LAsEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity ( ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
a
fir, -iTj•• a.
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/20/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
i
VTRINITY'ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance
with the following sections of the 6`h Edition (2027) Florida Building Code through testing in accordance with
applicable sections of the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
Z. STANDARDS:
Section Properties Standard Year
2507.1.1, T1507.1.2 Unrolling, Breaking Strength, Pliability ASTM D226 2009
1507.1.1 Tear Strength ASTM D1970 2015
3. REFERENCES:
inint Examination Reference Date
ITS (TST3509) Physical Properties 200539395COQ-006 10/27/2011
ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011
ITS (TST3509) Physical Properties 200539395COQ-006 03/14/2014
PRI (TST5878) ASTM D3970: Tear strength OCF-330-02-02 10/03/2017
ITS (QUA1673) Quality Control Service Confirmation 09/30/2017
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch
wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception).
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Shingles Nail -On Tile Foam -On Tile Metal
Wood Shakes
Shingles
Slate or
Simulated Slate
RhinoRoof U20 Yes
O""
N No.v T
Yes Yes No
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R3
Certificate of Authorization n9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1S216-R3
RhinoRoof Underlayments Revision 3: 20/10/2017
Page 2 of 3
r'
TRINITY 1 ERD
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation
instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application.
6.3 RhinoRoof U20:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC
Table 2507.2.2 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.3.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter
head, or those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch
diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing
up). The use of staples is prohibited.
6.3.2 Single Laver; Roof Slope > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain
conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For
exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is
required.
When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned
over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap
published instructions.
6.4.3 Double Laver; 2:12 < Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width
plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a
full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but
maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Qingdao, China
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — QUA3673; (608) 836-4400
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R3
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLiS216-R3
RhinoRoof Underlayments Revision 3: 10/10/2017
Page 3 of 3
MILLENNIUM
METALS, INC . 10200
Eastport Road Jacksonville. F132213 877-
358-7663 Off
Ridae Vent Installation (with or A.
Preparation To
prepare roof for installation it will be ncccssary to determine how many and what type of vents will be needed
for the project. Off
Ridge Ventilation should be installed as evenly as possible across the roof section. The mof cent should be installed
o minimum of 6" off the peak of the ridge. Cut out sizes arc located below in Table 1-1. IMPORTANT
NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When
installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove
any roils that interfere with installing the vent. This typically includes roils that are to be 3" within the body
of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof
cement is neccssan• around the perimeter of the underside of the vent to seal it to the undcrlaymcnt or shingles.
The cement should also be installed on the vent completely cover back and side flanges. The cement should
be 'A" thick and should extend 2" onto the undertaymcni. The tower portion of the rent should already have
shingles installed up to the cut opening. The lower portion of the cent should sit on the roof cement. Shingles
should be installed on the back and side Ranges of the vent. All nail areas should be covered with cemert.
B.
Opening & Positioning The
cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance
of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening.
Table
I-1 OR
Ridge Vent Installation Chart Len
h Aet Free Area Na in) Cut Out Size 4'
115 46- x 2.1 /2" 6'
175 70- x 1-112" g•
235 94' x 2.112" 10'
295 118" x 2-1/2" C.
Fastening of the OR Ridge Vent 1)
Ir using detachable barite. attach the baffle by sliding it onto the lower flange of roof vent. Care
should be taken to see it is (lush with front flange of vent. Secure as indicated on drawing.
2)
Fasten the top, side. and lower flange with a minimum of 1-If2" ring shank nail 4" on center.
The nail should be 1- 1/2 inches from the edge of the flange and 1.1/2" from the comers
of the vent. rVail
must be ASTU F1667 compliant in accordance with Florida Building Code Section 15. Millennium
Metals manufactures off ridge vents in the following gauges of .steel & aluminum ahrminwn
available with detachable baffle OWA which meets the requirements of the 2010 Florida Building
Code (chapter 15). 26
gauge (.0179 min) AZ50 Acrylic Coated Galvalumc Steel 26
gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26
stauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd
Aluminum .025 min) ASTM B-109 - lU
uoon b..b'od W .ir.berr.W Md4 Nr r nwi4 P'"WAPPr...l Page
t
MILLENNIUM
METALS. INC.
rm 04 Sr'Vr r1Y r,AC".WNLZ. •L :::.N
ur,sa•Nat Wn 1•Pr•M•/GGN .pvv:
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0_':{ 04'T_C ONTO L:KR
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MOTALL oum fOR 01M % nT, -••/2- FEW SKUK
MU MULCH "A:-C. a, C.C.
FF 1 E E T
AVAILABLE COLORS (CIRCLE SELECT)
Whig Stock Brow
CBUCK Englnemering
SQ1PCadlrl., SrrLx-lurdl Englneprinq
CBUCK, Inc. Certificate oJAuthorizodon 48064
Evaluation Report
MMI Off Ridge Vent & Attached Permanent Baffle
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877) 358-7663
for
Florida Product Approval
FL 19567.2 R1
Florida Building Code 6th Edition (2017)
Per Rule 61G20-3
Method: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roof System
Product
Material -
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Report No. 17-196-MMI-VPB-ER6
Date: 12 / 15 / 17
Contents:
Evaluation Report Pages 1 — 7
IV1M1 Off Ridge Vent
Attached Permanent Baffle
Facsimile of digital copy signed W
Steel or Aluminum tames!. Buckner. pE.
Wood Deck E!eceromcally;igned and sealed documents ihall
comply with the provisions of FAC Rule 61G15.23.
ttt.lr"
L. BUc'''
vCENSF
No 31242
O,
n'•,
40
STATE OF 2
s N AL
C31LIC;<, Inc. — oclm 3eacn COrmi%.=rcr'da
2017.12.15 09:08:10-05'00'
ort' (io:r=3:•39'_i ;mdd.:ta!t.t GC:cint.l:2; 'r`J?o;iF?: w•,v•ro t uC!tirt. ?C
r!ain r=sts. _3%1=mrr.t:rnty •rrrs, tacit?r,=icrida 33 i•3
CSUCK E=ntDIn 2rInq
FL p: FL 19567.2 R1
Date: 12 / 15 / 17
Report No.: 17-196-NMI-M-ER6
Page 2 of 7
caucK, inc. Certificate of Authorizatron 48064
SQp=OirLJ SITLJr_7 JfOI = iyu McW-1.4.tir
Manufacturer: Millennium Metals, Inc.
Product Name: rvirv11 Off Ridge Vent & Attached Permanent Baffle
Product Category: Roofing
Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System
Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b)
Product/System b1Ml Off Ridge Vent with Attached Permanent Baffle
Description: Steel or aluminum off ridge vent & attached permanent baffle for shingle roofs
mechanically attached to plywood deck.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials for
Evaluated: structural attachment:
1. Off Ridge Vent
2. Permanent Baffle
3. Fasteners
4. Roof Cement
Support: Type:
Wood Deck
Design of support and its attachment to support framing is outside the scope of this
evaluation.)
Description:
15/32 (min.) or greater plywood,
or Wood plank (min. specific gravity of 0.42)
Slope: 2 : 12 or Greater
Performance: Wind Uplift Structural Resistance
Design Uplift Pressure: - 70 PSF
Allowable design pressure for allowable stress design (ASD) with a margin of safety
of 2 to 1.
FL q: FL 19567.2 R1
Date: 12 / 15 / 17
CBUCK E=nginipering
Report No.: 17-196-MMI-VPB-ER6
Page 3 of 7
SpPelC5 rLJ SrruCturdl EnQlneQrtnQ
CaUCx. Inc. certryrcote or Aurnonz000n vauo-
Performance Standards: The following test protocols were performed to demonstrate compliance with the
intent of the code as this product is not addressed specifically in the code.
ASTM E330-02 — Standard Test Method for Structural Performance of Exterior
Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure
Difference
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 6th Edition (2017), Section 1708.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements of
Scope: the Florida Building Code, as related to the scope section to Florida Product Approval
Rule 61G20-3.001.
Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the
authority to approve products under "Optional Statewide Approval'.
Ootion for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
Refer to applicable building code section for ventilation requirements.
Design of support system is outside the scope of this report.
Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
This evaluation report does not evaluate the use of this product for use in the High
Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance. The manufacturer has demonstrated compliance of roof components in accordance
with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications, Inc. (F3C Organization a: QUA 1824).
FL #: FL 19567.2 R1
Date: 12 / 15 / 17
CBUCK E=ngtn%_=t=rtnq
Report No.: 17-196-MMI-VPB-ER6
Page 4 of 7
CBUCK, Inc Certijrcote 7% Aurhorrza0on #3064
Spe=c5jr j Structural ErxglrteQrtnq
Structural Ridge Vent: MMI Off Ridge Vent
Components/Materials Material Type 1: Steel
by Manufacturer): Thickness: 25 gauge (min.)
Yield Strength: 40 ksi min.
Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A79Z AZ 50, or
Galvanized Steel per ASTM A653 G-90, or
Pre -painted Steel per ASTM A755 or
Per FBC Section 1507.4.3
Material Type 2: Aluminum
Thickness: 0.025" (min.)
Alloy Type: 3105-H14
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM B209
Nominal Dimensions:
Width: Z4"
Height: 4.1/2"
Lengths: 2', 4', 6', 8' and 10'
Baffle: Permanent model
Material Type 1: Steel
Thickness: 25 gauge (min.)
Yield Strength: 40 ksi min.
Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or
Galvanized Steel per ASTM A653 G-90, or
Pre -painted Steel per ASTM A755 or
Per FBC Section 1507.4.3
Material Type 2: Aluminum
Thickness: 0.025" (min.)
Alloy Type: 3105-H14
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM B209
Nominal Dimensions:
Flange Width: 2-3/4"
Height: 3-1/4"
Lengths: 2', 4', 6', 3' and 10, (to match length of off ridge vent)
Fastener(s): '
Base Fastener:
Purpose: Attaches Ridge Vent Base Flange to Deck
Type: Annular Ring Shank Roofing Nails
Size: it gauge (x length to meet min. penetration through deck)
Penetration Through: 3/16" min. through wood deck
Edge Distance: 1-1/2" min. from edge of deck
Corrosion Resistance: Per FBC Section 1306.5
Standard: Per ASTM F1667
CSUCK Enc int=ering
Spxjeay Structural EnOrleerlriq
Alternate Fastener:
Purpose:
Type:
Size:
Penetration Through
Edge Distance:
Corrosion Resistance
Standard:
FL S: FL 19567.2 R1
Date: 12 / 15 / 17
Report No.: 17-196-Mfvll-VPB-ER6
Page 5 of 7
CSUCK, Inc. Cerrificore of Aurhorizwion #3064
Attaches Ridge Vent Base Flange to Deck
Hex -Head Wood Screw
10 (X length to meet min. penetration through deck)
3/16" min. through wood deck
1.1/2" min. from edge of deck
Per FBC Section 1506.6 and 1507.4.4
Per AV51/ASME B13.6.4
Installation: Structural Installation Method:
Refer to drawings on Pages 6-7 of this report.)
Position vent flange beneath loosened shingles and align with deck opening.
Insert baffle flange flush beneath the vent front flange.
Simultaneously attach vent front flange and baffle flange to deck with nails or
screws spaced 8" o.c. maximum and 4-1/2" from each end.
Attach vent back flange and side flanges to deck with nails or screws spaced 8"
o.c. maximum and 4-1/2" from each end.
Minimum fastener penetration thru bottom of support, 3/15
Refer to manufacturer's installation instructions as a supplemental guide for
attachment.
Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test
Architectural Testing, Inc.(FBC Organization aTST ID: 1527)
Report #: F3167.01-450-44, Report Date: 12 / 15 / 15
2. Engineering Analysis
By CBUCK Engineering
3 Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1324)
Millennium Metals Licensee 9 423
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
FBC Organization 4 Ai`IE 1916)
FL #: FL 19567.2 R1
Date. 12 / 15 / 17
CBUCK F=ngln4_=pr1nq
Report No.: 17.196-MM1-VPB-ER6
Pace 6 of 7
Spe(-jc5N y Stru turei EngineQrinq
CBUCX, InC. Cer-ifCate al Authorization gscb
Installation Method
Millennium Metals, Inc.
MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck
Profile Drawings
5-112"
12„
2 in.
4 11 in. `L
I I
3" 1 181 _I 3„
Vent Side View
Not To Scale)
Typical Fasterer(s)
1111 Cox5e Rrig Shark FrdN Nail
CR
10 rrin ftod Screws
NT l Off Rdge Vast
Steel orAurdrxun)
Typical FasWe. js)
11 Gauye Pirg Shark Roofirg Nail
CR
10 rrin. V\tcd ScreAG /
PenTareM Me —
Sted orAlurdr m)
nor ltcc:
PenTerert Baffle —
Steel orAluninun)
Typical Cross Section View (Not To Scale)
T
3-114"
I
L
2-3/4"
Baffle Side View
Not To Stole)
CIF Rdge Vent
or AJrurin m)
Typical Fasterer(s)
11 Gat ge Rrg Shark Raofirg Nail
OR
410 rrin. V`bod Scmvs
FL N: FL 19567.2 R1
p l//
Date: 12 / 15 / 17
CEBUCK Engine-ering
Report No.:17-196•MNII-M-ER6
Page 7 of 7
Spe+ciettLi Struetural EngInPF+flnq
CSJCK, Inc. Certificate o/Authorzotron a806a
Installation Method
Millennium Metals, Inc.
MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck
1 UT .4 1/2"
i3' o.c. Typical. Maxam+m
v
11
Typical Faster er(s) 4-
111RGaLge Rrg Shank Rccfing Nail Base Flange
O
10 mn. Ytod Sawas
Top Plan View (root To Scale)
Typical Fastening Pattern)
Wdr'd l_erx ths
A
6R
8 FL e
10E-L
a7i?^ 24" .
t `
YQ.
9
O
errramc 4 -Me
Altad ed Simlareot.*
Wth vent dare Werers
Typical Fasteres(s)
11 C•atge Rir g Shark Rocfirg Nail
CIR
910 nin. VI,bod 5a As
Typical Ridge Vent Assembly
Isometric View (Not ro Scale)
iuLr_NNiu"
METALS, INC. 10200
Eastport Road Jacksonville, FI 33' 13 377-
353-7663 Off
Ridge Vent Installation (with or without detachable baffle) A.
Preparation Topreparerooffur installation it will be necessary to determine how many and whut Ivpe of vents will be needed
for the project. Of°
Ridge Venfilarion should be installed as evenly as possible across the roof section. The roof vent should lrc installedaminimumof6" ofl'thc peak of nhc ridge. Cut out sizes ur: located below in Tuble 1.L IMPORTANT
NOTE: DO NOT CUT INTO FCAFTERS OR TRUSSES. When
installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Removeanynailsthatinterferewithinstallingthevent. This typically includes nails that are to be 3" within the body
off: vent. Shingles and existing nails should remain un the bottom slope up to the cut opening. Roof
ccmcnf is necessary around the perimeter of the underside of the cant to seal it to dfc undertayment or shuttles.
The cement should also be installed on the vent completely cover back and side tlan_es. The cement shouldbe14" thick and should extend 2" %into the undcrluvntcnt. The low,-r portion of the vein should already have ;
hinlcs installed up to the cut opening. The low portion of the vent should sit on the roof cement. Shinglesshouldbeinstalledonthebackandsideflangesofthewent. All nail areas should be covered with cement.
B.
Upenin,; The
cut opening should he positioned a minimum of II)" from the back llantc. This allows a minimum clearance
of '_-1:3" from the tool' to the top of the vent. The vent should be centered horizontally over the openin.-.
Table
1-1 Off
Rid-e gent lustallution Chart Length
Net Free Area (.a in) Cut Out Size a•
I i 3 46" x 2-1,2" 6'
175 70" x 2-1:2.. 3
a3 IU'
295 1 I V x I; C.
Fastening of the Off Ridge Vent t
t If using detachable buflle. attach the baflle by sliding it unto the lower flange of ruul'vcnt. Careshouldbetakentose- it is flush with from flung- of vent. Secure us indicated on drawing.
1
Fasten the top. side. and lower flange with a minimum of 1-1 '" tin; shank nail I" on center.
The nail should be 1-1:2 inches :rom the -d•_e of the flange and 1-1.2" from the turners
of tltc vent. Vail
Itrrrst be:1ST.11 F1567 complirutl in aecul•dnnce with Floridis Building Code Secriun 15, millennium
Metals manufactures off ridge vents In life "ollowitty, gauges of ;feel & aluminum Iluuunurrr
available n•ith detachahle matte• onlrl, which meets the rcyuinume ns of the 2010 Florida Building
Code Ich:tpter I; I. auLc
1.0179 mnnl .\Z:U Aaylic Coutvd Gahm aluesteel h
gauge (.0179 min) ASTM i-6» Steel GAI) Connfnercial Steel Type B b
euuee (.OI -9 min) ASTM A--» Pad Steel Commercial Steel Tvpe B i Pa'.
Almninum n if'_: mint ASTM B-209 u
n..wn.rlrn+o,fn6M1•.+rn.hew•h nlr•+1Pr,lur+l.:JoPn nnr rq,.•,L Page
1
MILLENNIUM
METALS, INC.
10200 EASTPORT ROAD JACRSOM/ILLE, FL 72219
90+-758.6166 riATTS 1.077.756.7665 (ROOF1
FAR 904.358.32SS
ROOFING CEMENT
APPLIED UNDER 3 ON
L FLANGESTOPCOVEROF
LCOMPLETELY 1rvJG
0
I INSTALL
SHINGLES i 1 UP
AND UNDER TO MIN. 1-1/2" ROOF
OPENING ` RING SHANK 1-
1/2" RING SHANK NAILS, 4" i NAIL 4" O.C. O.
C. ROOF CEMENT APPLIED I 1 UNDER
FLANGE A1%ID ON TOP OF EACH
EXPOSED NAIL. ' EACHBAFFLE
OPTION: SLIDE
BAFFLE ONTO LOWER OPENING
IN ROOF, SEE ROOF VENT FLANGE AND SECURE INSTALL
GUIDE FOR SIZE. WITH 1-1!2" RING SHANK AND
LOCATION NAILS, 4" O.C. MILLENNIUM
METALS INC. TOLL
FREE: 1.377-353.7363 PAGE 2 FAX
904-353.3265 SUBJECT 70 CHANCE 'A: TMCU7 NOT iCE 1 1 ! 14113
R
W R W Buildino, Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
P.O. Box 230 valnco, FL ;3595 Phonc it 13.539.9197
Florida Board orProressional Engineers ccnirtcate orAuthoriraoon No 9313
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma-Tru Corporation Fiber -Classic and Smooth -Star
Exterior
Exterior Door
118 Industrial Dr Composite Edge Opaque Fiberglass Single Door
Doors
Assemblies
Edgerton, OH 43517
9 gInswtn ! Opact" Phone 419-298-1740 Non-ImpacC'
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt. P.E. (System ID # 1998) for
Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept.
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (F3C) structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. For 2x stud framing construction, anchoring of these units shall be the same as' hat shown for 2x buck masonry construction.
4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or
registered architect.
S. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within sic months of
Installation
6. See drawing FL-20461.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard
TEL 01460145 ASTM E330(02), ASTM E331(00)
TEL 01461573 ASTM E330.02 & ASTM E331-00
2. Drawing No. Prepared by
No. FL-20461.1 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA 49813)
4. Quality Assurance
Certificate of Participation issued by National Accreditatlon &
Management Institute. certifying that Therma-Tru Corporations Is
manufacturing products within a quality assurance program that
complies with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory
Testing Evaluation Lab.,lnc.
Testing Evaluation Lab..lnc.
Signed by
V.K. Wright
V.K. Wright
Sinned & Sealed b
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt. P.E
eartrrrrrr
No 43409
txz
O'•. STATE OF
T
f'
O N A
Lyndon F. Schmidt, P.E.
FL PE No. 43409
12r712017
Meets ASTM 04069 & 0226 Types I & 11
Fiber grip slip•asktant walking surface
Enhanced UV • 60 days exposure
2S a stronger than 15 lb felt
6 squares more per roll compared to 15 lb felt
0% more coverage pat lap (42' width as comported to 36' low felt)
Ease of Installation — wider, lighter, more coverage par lap
Synthetic construction Inert to mold growth
Lays Ifat end does not absorb water and wrinkle
No oil loathing • no hazardous notarial content
Class A Fire . ASTM E 109 (as pan of o system)
Contributes to LEEDe points
Teen Department of Insurance
Advanced backside non -slip coating
Low temperature flexibility
cOw epos t OUNTT
t
Inteftek Intertek
CAN/CSA A123.3 *X113Ci.
GCRR•1015
w.nasssvxm ...... 0
FBC IFL15214, r.ta.ravr
TSJTASTANDARD RWNQROOP•U20 ASTM1sLeFELT
TYPICAL VALUE TYPICAL VALUE
P...rrkr.gA%txrC%
Mtrrw 4.wnWs A%IMpOar /nr Iwt
r•r,svv„v"wsruww wnslnrylma."mrd wr.%ansplmos aq
Iwr.Swranwstw Ot%r WaOttOadlmAMOlap se%frerffa%tdlm7sbn%day
aws..pnwslworsr wanartr nroutrd
Ynalte osimons 140= 0a7R 603%coes
vwga aesor.•Aslumr.l alsts,tlIDtp Ilterata
r s.rr,r tltOwn AStn Otrrr 7eWpns-vt 71_k 11sn-4
itr•r. r.ryvave ••v 40r6034rF440Cr.110'G
LENGTH PER ROLL: 2B6r 187 m
WIDTH PER ROLL: 42' 11.1 Its
WEIGHT PER ROLL- 23.5 Ibs / 10.6 kg
ROLL SRN: 10 act 193 me
ROILS PER PALLET: 67
PALLET WEIGHT: 1.626 Mrs 1738 kg
tu aw..rrte.r t...er caw see rw..A .a,rre. x.rt sus rh.ar,re a..w.a.«e..r.+r• w
wwnrna.wrwn.w vAr.•rya./•u wemkntp Ndsww Wtta..OkmrwulUa
s,rANrre o,rpr.MMrna nriid4/laaa•w/orNw..wu w,nrrr/errar0
narlo.6aawaw rw ._atw.ve.wrwr 0:014 vxeMle ArrnextxnMnN as we
tatrrnn
ININV Msrp• less. Roafkg Products Obsrl"
Charleston, SC • Vwwotnor, SC • Minion. BC • Momrdal, OC
wtrw.NtaNYrp.eenYRlrnORool
Tall Froo: !!S 713 7663 I Tot 77E 94S 2SSS
E-mail: i "mertwap com
RhinoRoof" U20 is an a„, water and vapor bertier and "rotor@ mat
be installed above a property ventilated space(s). Follow ALL building
codes applicable to yaw geographical region and structure two as it
is considered a vapor barrier,
DECK PREP: All protrusions horn the dock area must be removed and
ansuro tha dock has no voids, damaged or unsupported areas. Deck
surface should be Gee of debris. dry and moisture free.
USE: RhinoRoof U20 must be covered by primary roofing within 60 .
days of application. U20 is deigned for use under asphalt shingles,
synthotic shingles, residential maul tooling and cedar shakos.
APPLICATION: For slopes born 4:12 and higher Rhinoltoof U20 is to
be laid out horizontslly (parallo(I to the eave with the printed side up.
Horizontal lips should be 4• and Vertical laps should be 6'and
anchored approximately 1' in from the edge. For low slope Oess than
4:12) applications it is recommended to overlap W% phn 1'. for
compote da6nition of low'slope and guidelines consult authorities
having jurisdiction. U20 product is nor recommended for slopes less
than 2:12. The use of roofing hammer, pneumatic air or gas driven
fastener tools is acceptable. The use of straight edge cutting knives Is
recommended.
FASTENERS: For name day coverage with primary roofing RhinoRool
U20 can be anchored with cortosivo resistant 308" head a 1' lag
roofing nails (ring shank preferred, smooth leg accoptable). The use of
avert' other anchoring location printed on the product is also
acceptable. 00 NOT USE STAPLESt the use of staples to penetrate
Rhinofloof U20 will void wartanty.
ANCHORING: All anchoring nails must be Rush, 90 degrees t0 the
roof dock, and light with the underlayment suface and the structural
roof deck. where seams land joints require seafarer; at adhesive use a
low solvent plastic roofing cement meeting ASTM O-4S86 Type 1, or
Federal Spec SS-IS3 Type 1 such as Krnak, Henry, OAP, MB, Goocd
or equivalent. Acaptablo skevnatives are butyl rubber, urethane, and
EOPM based caulk at tape %*slant
EXTENDED EXPOSURE: If RhinoRoof U20 product will be aaposed
longer than 24 hours end up to 60 dap than product must be attached
to the structural roof dock using a minimum 1• d"ramalor plastic or
metal cap roofing nails '(ring shank pta(erred but smooth log
acceptable). Miarni•Oade approved tin tags er metal caps are also
acceptable. and it is racommend4d or best performance to use with
the rough edge facing up. For extended eaposuse it Is always
racomm*nded to anchor on every printed position on the laces.
RhkroRoof U20 is nor designed foe indefonite outdoor exposure. For
extended exposure conditions where driving rain or strong winds era
expected it is recommended to take additional precautions such as
doubling the lap widths. Altornowly or In addition to a compatible
sealant could be used between the laps or a pool and stick cape could
be applied to the overlaps.
CAUTION . READ G000 SAFETY PRACTICES BELOW
Goad unary practices should be followed on steep dope roofs, such
as use of tie -offs, too boards, ladders and/or safety ropes and personal
body harnesses. Follow OSHA guidelines. Slip resistance may wry
with surface conditions from debris that accumulates, weather,
footwear and roof pitch. Failure to use proper safety goat can result in
serous injury. Depending on roof pitch and surface conditions,
blocking maybe required to support materials on the roof and is good
safety practice. Remember to seal the nail holes after romoving
blocking.
Say goodbye to traditional asphalt saturated felt paper - Break free
from felt- with RhinoRooP U20 synthetic roofing undedaymeml
RhinoRoof U20 Is a highly engineered, mechanically attached,
coated woven synthetic roofing underlayment for sloped roofs.
RhinoRoof's durable and high strength design along with its ('fiber
grip walking surface provides a considerable improvement over
asphalt saturated felt. The fiber grip textured walking surface can
also be chalked just like felt.
Gain an edge in productivity and profits; RhinoRoof's e C
light weight, 42' width and 266 ft run length allows for
lower lops. cuts, grid cosier roll handling compared
to felt. This means you can do more jobs in loss '
time, use less labor, and inventory lower rolls.
Gone are the days of blow -offs and call backsl V
RhinoRoof U20 is 25 times stronger than 15 lb felt
and therefore offers superior wind resistance and
durability through heavy roof traffic and adverse q • • •
weather conditions. Stay on frock, take on more jobs and
sleep assured your U20 projects will remain intact and dried -in.
RhinoRoof U20 will save you time and money with less material
damage and fewer post -install ropairs.
Unlike traditional asphalt sawfateb felts, RhlnoRoof U20 can be
used in a•trurnuly low temperatures without becoming stiff and
difficult to unroll. It also does not dry out, crack, or leach oils in the
heat like felt. RhinoRoof U20 is 1001% synthetic and will not absorb
water and wrinkle like felt. It lays flat and will remain 100%
Impervious to mold.
RhinoRool U20 can also be used in conjunction with RhinoRoof
RSA or Titanium" PSU30 seff-adhered, undedayments for ice
damming protection along the eaves and in the volley areas.
RhinoRoof U20 will continue to protect your long
life primary roofing long after felt has turned
to dust) Unlike feat, RhinoRoof U20 is also
backed by a 20 year manufacturer's
limited warranty.
t Steak free from felt, choose
NI RhinoRoof U20 synthetic roofing
weaving a better world"
urdedayment from IntoNVtsp.
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certffrcote ojauthorization 09503
353 aRtsT1ANUNIT 4QTRINITYERDSTREET, 78
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Interwrap, Inc. Evaluation Report 140510.02.12-RZ
32923 Mission Way FUSZ16-R2
Mission, BC V2V-6E4 Date of Issuance: 0Z/17/2012
Canada Revision 2: 04/27/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 51D Edition (2014) Florida Building Code
sections noted herein.
DEsouPnoN: RhinoRoof Underlayments
LABELING: labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the. named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete'review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTAEMENT: The Evaluation Report number preceded by the words 'TrinityI ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INsPEcnoN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida OCA AME1983
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CERi1FU ATICIN OF INDEPENDENCE:
L Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation repots are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TaINITYiERD
ROOFING COMPONENT EVAWAnoN:
1. SCOPE:
Product Category: Roofing
Sub,Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc, has demonstrated compliance with the
intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following
Standards. Compliance is subject to the Installation Requirements and limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Prooert)es Standard Year
1507.2.3,1507.5.3, T1507.4. Unrolling, Breaking Strength, Pliability, loss ASTM D226 2006
1S07.8.3,1507.9.3,1507.9.5 on Heating
1507.2.3. ISO?.5.3,1507.8.3. Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005
1507.9.3 Heating, Uquid water Transmission,
Breaking Strength, Dimensional Stability
3. REFERENCES:
Entity Examination Reference Date
ITS (TST1509) Physical Properties 100539395=-006 10/27/2011
1T5 (TST1509) Physical Properties 100539395COQ-002 10/27/2011
ITS (TST1509) Physical Properties 100539395CO04)06 03/24/2014
ITS (QUA1673) Quality Control Inspection Report 21/37/2014
4. PRODUCT DESCRIPTION:
4.2 Rhinoltoof U20 is a multi)ayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM
D226, Type I or Type 11 felt or D4869 Type II felt. Rhinoltoof Undedayment is available in 42•inth wide rolls, and can be
produced in various other sizes.
S. (IMITATIONS:
5.1 This is a building code evaluation. Neither TrinityjERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the KVHL
5.3 Fire Classification is not pan of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows:
TAM L ROOF Caves OPrtONS
Underlayment Nail -On Tole Foam -On Tat Metal WOod Shakes State or
RNIRtle—sw I I I & Shingles I Simulated Slate
noR00,fjV2 a No NO Yes Yes No
5.6 Exposure Umitations:
5.6.1 Rhinoltoof Underlayment shall not be left exposed for longer than 30-days after installation.
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions
subject to the Umitations set forth in Section 5 herein and the specifics noted below.
6.2 Install Rhinoltoof Underlayments in compliance with manufacturers published installation instructions and the
requirements for ASTM D226, Type I or 11 or D4869, Type 11 undertayments in FBC Sections 1507 for the type of
prepared roof covering to be installed.
Exterior Research and Design, I.I.C. Evaluation Report 140510.0L12-1112
Certijkoteof AuthorizaItan 09503 F11SZ164U
Revision 2: 04/27/201S
Pap 2 of 3
QOTaINITYIERD
6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application.
6.4 RhinoRoof U20:
6.4.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shag be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8' diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 Single laver. Roof Slope > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 44nches. Refer to Interwrap,
Inc recommendations for alternate lap configurations and/or the use of sealant under certain conditions.
For exposure 124 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24
hours up to maximum 30-days, use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached
pending attachment of the battens on the some day. Battens shall not be positioned over cap nails. If this occurs,
remove the cap nail and patch the hole in accordance with Interwrap published instructions.
6.4.3 Double laver: 2:12 c Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width
sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half -width plus 1-inch side (horizontal) laps, resulting in a double4ayer application.
7. BUtwmrs PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20.3 CIA requirements.
9. QUALITY ASsuRANCE ENTITY:
Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA7673; (604) 520-3321
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ
Cerli,Fcare of Autborimflon 09503 FL15216•RZ
Revision 2. oe/Z7/2015
Page 3 of 3
RhinoRoof ° U20
Synthetic Roofing Underlayment
RhinoRoof U20 Installation Instructions
RhinoRoof U20 is an air, water and vapor barrier and
therefore must be installed above a properly ventilated
space(s). Follow ALL building codes applicable to your
geographical region and structure type as it is considered
a vapor barrier.
DECK PREP: Protrusions from the deck area must be
removed and decks shall have no voids, damaged or
unsupported areas. Deck surface should be free of debris,
dry and moisture free.
USE: RhinoRoof U20 must be covered by primary roofing
within 60 days of application. U20 is designed for use
under, asphalt or synthetic shingles, metal in residential
applications, and cedar shakes that have been primed.
APPLICATION: For slopes from 2:12 and higher RhinoRoof
U20 is to be laid out horizontally (parallel) to the eave with
the printed side up. Horizontal laps should be 4' and
Vertical laps should be 6"and anchored approximately
1" in from the edge. For low slope applications it is
recommended to overlap 50% plus 1'. for complete
definition of low slope and guidelines consult authorities
having jurisdiction. U20- product is not recommended
for.slopes less than 2:12. The use of roofing hammer,
pneumatic air or gas driven fastener tools is acceptable.
The use of straight edge cutting knives is recommended.
FASTENERS: For same day coverage with primary roofing
RhinoRoof U20 can be anchored with corrosive resistant
3/8" head x 1' leg roofing nails (ring shank preferred,
smooth leg acceptable). The use of every other anchoring
location printed on the product is also acceptable. If U20
will be left exposed for up to 60 days the product must
be anchored with 1" plastic or metal cap smooth or ring
shank roofing nails and anchored in all locations printed
on the facer. DO NOT USE STAPLES: the use of staples to
penetrate RhinoRoof U20 will void warranty.
ANCHORING: All anchoring nails must be flush, 90
degrees to the roof deck, and tight with the undedayment
surface and the structural roof deck. Where seams and
joints require sealant or adhesive use a low solvent plastic
roofing cement meeting ASTM DA586 Type 1, or Federal
Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB,
Geocel or equivalent. Acceptable alternatives are butyl
rubber, urethane, and EDPM based caulk or tape sealant.
EXTENDED EXPOSURE. If RhinoRoof U20 product will
be exposed longer than 24 hours and up to 60 days then
product must be attached to the structural roof deck using
a minimum 1" diameter plastic or metal cap roofing nails
ring shank preferred but smooth leg acceptable). Miami
Dade approved tin tags/metal caps are also acceptable,
and it is recommended for best performance to use with
the rough edge facing up. For extended exposure it is
always recommended to anchor on every printed position
on the facer. RhinoRoof U20 is not designed for indefinite
outdoor exposure.
For extended exposure conditions where driving rain or
strong winds are expected it is recommended to take
additional precautions such as doubling the lap widths.
Alternately or in addition to a compatible sealant could
be used between the laps or a peel and stick tape could
be applied to the overlaps.
CAUTION - READ GOOD SAFETY PRACTICES BELOW
Good safety practices should be followed on steep slope
roofs, such as use of tie -offs, toe boards, ladders and/or
safety ropes and personal body harnesses. Follow OSHA
guidelines. Slip resistance may vary with surface condtions
from debris that accumulates, weather, footwear and roof
pitch. Failure to use proper safety gear can result in serious
injury. Depending on roof pitch and surface conditions,
blocking may be required to support materials on the roof
and is good safety practice. Remember to seal the nail
holes after removing blocking.
Ill InterWrap' Roofing Products Divisiont_-B Charleston, SC • Vancouver, BC • Mission, BC • Montreal, CIC
Web: www.interWrap.com/roofing I E-mail: info®interwrap.com ""
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lot wod- Toll Free: 888 713 7663 1 Tel: 778 945 2888