HomeMy WebLinkAbout402 Maple Ave 18-1476; NSFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
1' .. `
r.:
MAY 0 9 2018
STATEMENT NUMBER: 18100004
BUILDING APPLICATION #: 18-10000460
BUILDING PERMIT NUMBER: 18-10000460
UNIT ADDRESS: MAPLE AVE 402
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
APPLICANT NAME: KATRINA SOUTHWARD
ADDRESS: 7311 LAKE DR SANFORD
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 402 MAPLE AVE / SFR
DATE: May 0111 •_2 0.18 _4\3
t IS-? 1-
3
25-19-30-5AG-0610-0010
PARCEL:
TRACT:
BLOCK: LOT:
FL 32771
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 N/A
Single Family Housing .00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
Single Family Housing 54.00
SCHOOLS CO -WIDE ORD
Single Family Housing 9,000.00
PARKS N/A
LAW ENFORCE N/A
DRAINAGE N/A
1.000 dwl unit
1.000 dwl unit
1.000 dwl unit
1.000 dwl unit
AMOUNT DUE
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.
705.00
00
00
54.00
9,000.00
00
00
00
9,759.00
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
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.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
CITY OF —
14000' P
Building & Fire Prevention DivisionSANFORDip , PERMIT APPLICATIONMAR222018
FIRE DEPARTMENT _ Qb Application No: l JLf 7(o
Documented Construction Value: $ PffM 392 .coo
Job Address: 402 Maple Ave. Sanford, FL 32771 Historic District: Yes No7
Parcel ID: 25-19-30-5AG-0610-0010 Residentiala Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Construct a new one story single family residence
Plan Review Contact Person: Scott West Title: Contractor
Phone: 407-702-4843 Fax: Email: msw2729@aol.com
Property Owner Information
Name Katrina Southward Phone: 407 431-1358
Street: 7311 Lake Drive Resident of property? : no
City, State Zip: Sanford, FL 32771
Contractor Information
Name M. S. West, Inc. Phone: 407-330-2547
Street: 108 Crystal View East Fax: msw2729@aol.com
City, State Zip: Sanford, FL 32773 State License No.: CGC062010
Architect/Engineer Information
Name: T. S. Chehal PE 0040748 Phone: 407-521-5557
Street: 531 South SR 434 Fax: 407-521-5434
City, St, Zip: Altamonte Springs, FL 32714 E-mail: rjal7ll@aol.com
Bonding Company: N/A Mortgage Lender: N/A
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. V / ,oQ P/\
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. I 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: 61" E tion (2017) Florida Building Code
v.. 1, r- ti. 5'D,IU3
Revised: January I, 2018 .J 3 ozs - Permit 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 construction value of the job at the time of submittal.
The actual construction value will be figured based on the current [CC 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 compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building R Electrical R Mechanical a Plumbing@ Gas[] Roof
Construction Type: \I% Occupancy Use: 123 Flood Zone:
Total Sq Ft of Bldg: -j W S Min. Occupancy Load: 1 O # of Stories:
New Construction: Electric - # of Amps Z c,v Plumbing - # of Fixtures 1
Fire Sprinkler Permit: Yes No a # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes Noo
WASTE WATER:
BUILDING: 5F S 3.18
Revised: August I, 2017 Permit Application
WARNfNG Tb 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. I 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: 61° Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit 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 construction value of the job at the time of submittal.
The actual construction value will be figured 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: I certify that all of the foregoing information is accurate and that all work will
be do a in co ance with all applicable laws regulating construction and zoning.
Signs a of Owner/Agent Date Signature of Contractor/Agent
Date
Print Ow V s Name Print Contr• • cnt' • me
3 _
Signatur ota -State of Florida Date Signature of Notary -State of Florida Date 3a — /
V10MUCn=MW
AX ADAC.CAYtEION
CtttTtti Ofti:FO9 Ctlttttllkt' OFFtfl1119!
W
WdII Ift0tE*MAp11, = elloobdRafthk =»MPmmll Owner/
Agent is Personally Knowp to Me or. C o e s nown to Me or Produced
ID _ Type of ID C)1'1 Y126 Ll CJC*1,1 Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Gas
Roof Flood
Zone: x_ S E'erof
Stories: Per
Conditional Use approve on 1/1/04 ok to construct a single family structure as shown on the plan. Meets
area and dimension regulations as specified in approval letter. Per Schedule J, at least one (1) -o
Fitree
shall be located in the required front yard. APPROVALS:
ZONING: UTILITIES: WASTE WATER: A•,:
i.,
REQUIRED I NSPECTION S]EQUlENCF,
B P# 1 R - 14--1 'T Co Addmss: eA a.0i s
I nn Items' Inspection IIDesen'n tn®nn.
Footer / Setback
Stemwall
Foundation / Form Board Survey
1 O Slab f Now Slab, Pie our
zZC> Lintel / Tie Beam / Fill / Down Cell
Sheathing— Walls
p Sheathing— Roof
Roof Dry In
p Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
ectionLathInspection
Final Solar
o Finar Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door.
Final Wmdow
Final Screen.Room
Final: Pool Screen Enclosure.
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single. Family Residence
Final. Building Other
pp
ILVIv::LC1y,/1J,(
LL LQY.IL;C:.
I/. . Dun pc p titionom
1 o Electric Underground
Footer / SIab Steel Bond
20 Electric Rough
T.U.G.
o Pre -Power Final
Electric Final
m
r1 *W c ai4R.
min lams Inspection IIDescriEtionn
I o Plumbing Underground
I o le,co Plumbing Sewer
Zo Plumbing Tub Set
Plumbing Final
Mechanical Rough
It
I )I M
Gas Underground
REVISED: June 20'14
THIS INSTRUMENT PREPARED BY:
Name: Michael S. West
Address: 108 Crystal View East
Sanford, FL 32773
1111111111111111111111111111111111111111
GRANT NALOY 5EIIINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 9095 P2 1359 (1Pys )
CLERKNOTICEOFCOMMENCEMENTRECORDED2411/20156RECORDEDI]3/21/21?1° lila2.:, ('11
RECORDING FEES $10.00
State of Florida RECORDED BY hd'evoi-a
County of Seminole
Permit Number: Parcel ID Number: 25-19-30-5AG-0610-0010
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 1. BK 6, TR 19 TOWN OF SANFORD._as recorded in PB 1. PG 62 of the
Official Records Seminole County Florida.
Otherwise known as: 402 Maple Ave. Sanford, FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
Construct a new one story single family residence.
OWNER INFORMATION:
Name: Katrina Southward
Address: 7311 Lake Drive Sanford, FL 32771
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: M. S. West, Inc.
J Address: 108 Crystal View East Sanford, FL 32773
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates
To receive a copy of the Lienors Notice as Provided
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 I, 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 THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under nalties
wledge
lare that I have read the foregoing and that the facts stated in it are true
to he st of my belie .
S
ors Signature Omer'a Printed Name
Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead.'
State of County of _ a m i ny ay
Theforegoinginstrumentwasacknowledgedbeforemeof ! I K rC 1 20 j c by
UT- rn _ N
OR
who has prods
is'-SXKFORD
FIRE DEPARTMENT
ON Building & Fire Prevention Division
MAR 2 2 2018 PERMIT APPLICATION
Application No: /
Documented Construction Value: $ 107,500
Job Address: 402 Maple Ave. Sanford, FL 32771 Historic District: Yes Noa
Parcel ID: 25-19-30-5AG-0610-0010 Residentiala Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Construct a new one story single family residence
Plan Review Contact Person: Scott West Title: Contractor
Phone: 407-702-4843 Fax: Email: msw2729@aol.com
Name Katrina Southward
Street: 7311 Lake Drive
City, State Zip: Sanford, FL 32771
Name M. S. West, Inc.
Street: 108 Crystal View East
City, State Zip: Sanford, FL 32773
Property Owner Information
Phone: 407 431-1358
Resident of property? : no
Contractor Information
Phone: 407-330-2547
Fax: msw2729@aol.com
State License No.: CGC062010
Architect/Engineer Information
Name: T. S. Chehal PE 0040748 - Phone: 407-521-5557
Street: 531 South SR 434
City, St, Zip: Altamonte Springs, FL 32714
Bonding Company: N/A
Address:
Fax: 407-521-5434
E-inail:-rjal711@aol.com
Mortgage Lender: N/A
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. I 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: 6i1 Edition (2017) Florida Building Code
Revised: January I, 2018
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. I 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 (2017) Florida Building Code
Revised: January 1.2018 Permit 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 construction value of the job at the time of submittal.
The actual construction value will be figured 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: I certify that all of the foregoing information is accurate and that all work will
be do . e in co ance with all applicable laws regulating construction and zoning.
Sig ra a of Owner/Agent Date Signature of Contractor/Agent
Date
Print Ow cn s Namc Print Contr cnt. me
L
SignaturPW
te of Florida Date Sigreture of Notary -State of Florida Date 3 Pik
Ask AMC.GMERCNNotaryp4kStataofFbtlditCmNJWMFF91319ACOMbdWFF994950 ,. 'E093API1,2020
MM 000LY 22. 2020 900&d11rVTMjrdb TOf0
Owner/Agent is Personally Known to Me or • C r o en s er a nown to Me or
Produced ID _ Type of ID 711 Yf l'3 U CJ-nf - - Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:5 WASTE WATER:
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Scott west Firm: M.S. west, Inc.
Address: 108 Crystal View East
City: Sanford State: FL Zip Code: 32773
Phone: 407.702.4843 Fax: Email: msw2729@aol.corn
Property Address: 402 Maple Avenue
Property Owner: Katrina Southward
Parcel identification Number: 25-19-30-5AG-0610-0010
Phone Number: 407.431.1358 Email:
The reason for the flood plain determination is:
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 'IC USE ON
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0070 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
The parcel is not in the: 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 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1476
Reviewed by: Michael Cash, CFM Date: April 4, 2018
dir
Application for Paved Driveway,
Walkway Including Right -of -Way
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
Sidewalk or
Use &
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
cCity's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
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. It 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 dearly identifying the 14a..rtatt below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. callbef mpuma
1. Project Location/Address:
2. Proposed Activity: & Driveway Walkway nt r. Other
3. Schedule of Work: Start Date Y An Completion Date 76pr ;01 Emergency Repairs
4. Brief Description of work: Ntc%V Oet e-Ld# Y IV
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 fight -of -way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, storowater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee 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 rightof-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, it necessary, file a lien on the
Requestors property to recover costs of restoration.
To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, 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
I have n above statement and by signing this application I agree to its terms.
Signature:- Date: W 4
This permit shall be posted on the site during construction.
Please call 407.688.6080 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: 3 - ? Z -so is
Date:
November2015 ROW Use Odveway.pdf
i
ALLEY
DIRT
ADJACENT
STRUCTURE
MAPLE AVE.
PAYED R/W
SITE PLAN
SCALE: I" . 20.001
LEGAL DESCRIPTION
LOT I, BK fo, TR 10, TOWN OF SANFORD,
as recorded in PBI. PCs 62 of the
Offical Records Seminole County Florida.
Parcel ID 25-19-30-5ACs-0610-0010
Otherwise Known as: 402 Maple Ave.
Sanford, FL 32111
SCOPE OF UJORK
Construct a new one story, single
family residence on a vacant lend
parcel. The new structure Is to have
a concrete slab on grade foundation
with concrete block exterior walls.
CONTRACT
2018-315
Agreement made as of March 15, 2018 between the OWNER, Katrina Southward
of 7311 Lake Drive, Sanford, FL 32771 and the CONTRACTOR, M. S. West, Inc.
of 108 Crystal View East, Sanford, FL 32773.
Project Location
402 Maple Ave. Sanford, FL 32771
Parcel # 25-19-30-5AG-0610-0010
Legal Description: Lot 1. BLK 6, TR 10, TOWN OF SANFORD, as recorded in
Plat Book 1, Page 62, of the Public Records of Seminole County Florida.
Scope of Work
Construction of new residence as per plans, New Residence, by MSW Designs, 1745
total sq. ft. under roof. The finishes/materials to be based upon the Plans and Project
Specifications for Project.
Cost
Total purchase amount: $107,500.00 (House and Property improvements as outlined in
Project Specifications=$107,500.00 Lot = $ 00)
Agreement
CONTRACTOR accepts the relationship of trust and confidence established between him
and the Owner by this agreement. He agrees to oversee construction, and to be in
compliance with sound building practices and in conformity with local building codes.
The CONTRACTOR will use his best efforts to complete the project in the best and
soundest way and in the most expeditious manner consistent with the interest of the
OWNER. This agreement is a Contractual agreement with provisions for extension
impacting the time schedule.
This agreement represents the entire agreement between the OWNER and the
CONTRACTOR. These documents supersede all prior negotiations, representations.
and/or agreements. This agreement shall not be superseded by any provisions of the
documents for construction and may be amended only by written instrument signed by
both OWNER and CONTRACTOR.
Page 1 of 4 04AINER initial
CONTRACT
2411 31 S
n
Arbitration
Claims, disputes or other matters in question between the parties to this Contract or
breach thereof shall be subject to and decided by arbitration in accordance with the
Florida Arbitration Code currently in effect, unless the parties mutually agree otherwise.
Demand for Arbitration shall be made in writing with the other party to this Contract.
A demand for Arbitration shall be made within a reasonable time after the claim, dispute
or other matter in question has arisen. In no event shall the demand for arbitration be
made after the date when institution of legal or equitable proceedings based on such
claim, dispute or other matter in question would be barred by the applicable statutes of
limitations.
Acceptance of Contract
I / we have read the above stated terms and conditions of this Contract and do hereby
accept this Contract as a legal binding document.
f /ANwctotdncu os
I t CartaNasiOtt•FF99OWNER: 4M
atrinauthward Date w0°t"aR2trG4
Sworntoandsubscribedbeforemethisdayof_. 2010 My
Commission Expires: Q 6I22I 2 ID Notary
Public a J*% The
fore oin instrument was ackn wle ged before me this" day of.2018 b
ame of person acknowledged), who is personally known or produced
ide ification to me. CONTRACTOR:
Michael §
cott West, Pres. D to M.
S. West, Inc. Sw
t nd c ' d before me this day of 2018 My
Commissio Expires: Notary
Public The ,
go ng in tni ent w s c now ged before me this day of .2018 by,
i 9 .Id is (name of person acknowled ed w nown or produced
identification to me. ..... ADAC.CAMERON s .
C0..Wlw # FF 9 3T99 3
A,E)OW A 11 J.2020 0*
3*7019 u.
4" BondedTlwT ollFeta Page
4 of 4
CITY OF
SkNFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
RESIDENTIAL (NEW CONSTRUCTION)
PERMIT GUIDELINES
All permit application packages must be complete prior to acceptance. You must check each box to the left
or indicate n/a on this submittal. A complete application package shall include the following:
APPPLICATION AND SUBMITTAL REQUIREMENTS
PJ Building Permit Application completed, signed and notarized.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
IR /r Application must include correct address and complete parcel I.D. number.
q Contractor information is required to be included on the permit application (if contractor is applicant).
t Applicant must include the name of the designated plan review contact person, their phone number and
either a fax number or email address on the Building Permit Application form.
Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Owner Builder Statement / Affidavit (if owner is applicant).
Must be signed in person at the Building Department)
0 Approval letter from sanitary sewer provider (if other than th Cit of Sanford
j* Copy of the onsite sewage disposal system construction permit issued by Seminole County Health
ll ,,/I Department (if applicable).
k Seminole County Impact Fee Statement (multi -family only).
Two (2) sets signed and sealed building construction plans.
LY Two (2) signed and sealed site / plot plans.
Two (2) sets signed and sealed floor and roof truss engineering.
Two (2) copies of completed and signed Sanford Product Approval Specification Form.
can be found on our website www.sanfordfl.gov under "Building Permits", then "Forms")
When listing products, please provide only the exact products that will be installed. Generic packages
will not be accepted.
Two (2) copies of the manufacturer's installation instructions for the following products: windows,
doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding.
Two (2) copies of completed energy calculations. Energy calculations and EPL card must be filled out
and signed by all required parties and indicate City of Sanford as the Jurisdiction.
Two (2) copies of equipment sizing calculations.
Two (2) copies Plumbing drain, waste and vent riser diagram
Please see the following pages for construction document submittal guidelines **
Effective: August /, 2017 Page l of 6
SCPA Parcel View: 25-19-30-5AG-0610-0010 Page 1 of 2
0obmrm,cr Property Record Card
raNP11; eiLR Parcel: 25.19-30.5AG•0610.0010
4wa'x f%Al r lia.u., Property Address: SANFORD, FL 32771
Parcel Information
Parcel 25-19-30.5AG-0610-0010
Owner SOUTHWARD, KATRINA
Property Address SANFORD, FL 32771
Mailing 7311 LAKE OR SANFORD. FL 32771-9297
Subdivision Name SANFORO TOWN OF
Tax District St-SANFORD
OOR Use Code 10-VAC GENERAL -COMMERCIAL
Exemptions
7 rmwM 117
Lair
17
cil
O
i
j O
Seminole County qIS
Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Markei Cost/Market
Number of Buildings 0 0
Depredated Bldg Value
Depredated EXFT Value
Land Value (Markel) $8.775 8.775
Lend Value Ag
Just/Market Value " $8.775 8,775
Portability Adj
Save Our Homes Adj s0 s0
Amendment 1 Adj $0 s0
P&G Adj $0 0
Assessed Value $8,775 8,775
Tax Amount without SOH- $167.00
2017 Tax Bill Amount $167.00
Iax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 1 BLK 6 TR 10
TOWN OF SANFORD
PS 1 PG 62
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 8.775 0 8.775
Schools 8.775 0 8.775
City Sanford 8.775 0 8,775
SJWM(Ssint Johns Water Management) 8.775 0 8,775
County Bonds 8.775 0 8.775.
Sales
Description Date Book Page Amount Qualified Vadimp
WARRANTY DEED 2/1/2018 09076 0140 12,000 No Improved
WARRANTY DEED 11/1/2011 07667 1313 10.000 Yes Vacant
QUIT CLAIM DEED 6/1/2004 05334 0772 100 No Vacant
TAX DEED 12/1/2002 04616 0246 4,100 No Vacant
WARRANTY DEED 81111967 01 74 0222 12,000 Yes Vacant
WARRANTY DEED 6/1/19115 01647 1281 37,500 Yes Improved
WARRANTY DEED 1/1/1973 00977 1779 10.000 Yes Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price - Land Value -
SQUARE FEET 0.00 0.00 5850 2.00 8,775
Building Information
http://parceidetail.scpafl.org/ParceiDetaillnfo.aspx?PID=2519305AGO6100010 3/21/2018
FORM R405-2017 RECORD COPY
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the EnergyPerforrnance Index, the more efficient the home.
402 Maple Avenue, Sanford, FL, 32771
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 (ft2
7. Windows" Description
a. U-Factor. Dbl, U=0.34
SHGC: SHGC=0.31
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family a. Concrete Block - Int Insul, Exterior R=12.1 1214.80 ft2
b. Frame - Wood, Adjacent R=19.0 314.85 ft2
1 c. N/A R= ft2
3 d. N/A R= ft2
No 10. Ceiling Types Insulation Area
a. Under Attic (Vented) R=38.0 1372.00 ft2
1372 b. N/A R= ft2
Area
c. N/A R= ft2
151.63 ft2
11. Ducts R ft2
a. Sup: Attic, Ret: Attic, AH: Main 6 274.4
ft2
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 28.4 SEER:15.00
ft2
1.433 ft.
0.310
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 1372.00 ft2
b. N/A R= ft2
c. N/A R= ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation feature
None 1.01lyG.
15. Credits
SANFORD
OFPgR`
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Cod mp iant fe ures.
Builder Signature: Date: !/A Ae) t
Address of New Home: Z40 2 " Pur;- At.- City/FL Zip6Q QC , 6, 3,2 77 )
E
p
p
kBtu/hr Efficiency
28.2 HSPF:9.00
Cap: 50 gallons
EF: 0.94
Pstat
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.
3/5/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: MapleAve Builder Name: M. S. West Inc.
Street: 402 Maple Avenue Permit Office:
City, State, Zip: Sanford, FL , 32771 Permit Number: # 1 8 - 14 76 nSANFORDOwner: Jurisdiction: 691000
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (1529.6 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=12.1 1214.80 ft2
b. Frame - Wood, Adjacent R=19.0 314.85 ft'
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (1372.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1372.00 ft=
6. Conditioned floor area above grade (ft2) 1372 b. N/A R= ft'
Conditioned floor area below grade (W) 0
c. N/A R= ft=
11. Ducts R ft'
7. Windows(151.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 274.4
a. U-Factor: Dbl, U=0.34 151.63 ft'
SHGC: SHGC=0.31
b. U-Factor. N/A ft= 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 28.4 SEERA5.00
c. U-Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 28.2 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 1.433 ft.
Area Weighted Average SHGC: 0.310 14. Hot water systems
8. Floor Types (1372.0 sqft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1372.00 ft' b. Conservation features
EF: 0.940
b. N/A R= ft= None
c. N/A R= ft' 15. Credits Pstat
Total Proposed Modified Loads: 41.49
Glass/Floor Area: 0.111 PASSTotalBaselineLoads: 44.26
I hereby certify that the plans and specifications covered by Review of the plans and STgl
this calculation are in compliance with the Florida Energy specifications covered by this
O
THE
y _ 0
Code. - . '' calculation indicates compliance r+
with the Florida Energy Code.
y ,,.';•
n,,,,,; : "''•°;.,.„ O
PREPARED BY: Before construction is completed
DATE:-3/5/1.8_ERANCISCO_FELIU this building will be inspected for y
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Ener C de COD wS
OWNER/AGENT- fP i j/1.5.11.3rl VG BUILDING OFFICIAL:
DATE: 151411 W 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).
3/5/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM R465-2017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
MapleAve
User
1
M. S. West Inc.
691000
Single-family
New (From Plans)
Bedrooms: 3
Conditioned Area: 1372
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type: Street Address
Lot #
Bloak/Subdivision:
PlatBook:
Street: 402 Maple Avenue
County: Seminole
City, State, Zip: Sanford ,
FL, 32771
CLIMATE
Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1372 10976
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InflIID Finished Cooled Heated
1 Main 1372 10976 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 152.3 It 0 1372 ft' 0.45 0 0.55
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt Emitt Deck Pitch
Tested Tested Insul. (deg)
1 Gable or Shed Composition shingles 1534 ft' 344 ft' Dark 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 1372 ft' N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1372 ft' 0.11 Wood
3/5/2018 9:33 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent
Spate Cavity Width Height Sheathing Framing Solar Below
Ornt To Wall Type R_Value-Ft-In-Et-In Area R_Value-Eradion_Absor._Grade%_
1 N Exterior Concrete Block - Int Insul Main 12.1 5 8 9 11 56.2 ft' 0 0 0.9 0
2 NE Exterior Concrete Block - Int Insul Main 12.1 2 3 9 11 22.3 ft' 0 0 0.6 0
3 E Exterior Concrete Block - Int Insul Main 12.1 52 8 9 11 522.3 ft' 0 0 0.6 0
4 S Exterior Concrete Block - Int Insul Main 12.1 23 4 9 11 231.4 ft' 0 0 0.6 0
5 W Exterior Concrete Block - Int Insul Main 12.1 38 7 9 11 382.6 ft' 0 0 0.6 0
6 Garage Frame - Wood Main 19 31 9 9 11 314.9 ft' 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 6 8 20 ft'
2 Wood Main None 25 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
V Wall Overhang
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 0.31 N 4.9 ft' 1 ft 0 in 0 ft 6 in Drapes/blinds None
2 e 3 Vinyl Low-E Double Yes 0.34 0.31 N 32.4 ft' 1 It 4 in 0 ft 10 in Drapes/blinds None
3 e 3 Vinyl Low-E Double Yes 0.34 0.31 N 16.6 ft' 1 It 4 in 1 ft 6 in Drapes/blinds None
4 e 3 Vinyl Low-E Double Yes 0.34 0.31 N 7.8 ft' 5 ft 0 in 1 ft 5 in Drapes/blinds None
5 s 4 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 4 ft 10 in Drapes/blinds None
6 s 4 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 5 ft 1 in Drapes/blinds None
7 s 4 Vinyl Low-E Double Yes 0.34 0.31 N 3.0 ft' 1 ft 0 in 2 ft 8 in Drapes/blinds None
8 s 4 Vinyl Low-E Double Yes 0.34 0.31 N 3.0 ft' 1 ft 0 in 3 ft 1 in Drapes/blinds None
9 w 5 Vinyl Low-E Double Yes 0.34 0.31 N 12.9 ft' 1 ft 4 in 0 ft 10 in Drapes/blinds None
10 W 5 Vinyl Low-E Double Yes 0.34 0.31 N 41.0 ft' 1 ft 4 in 0 ft 10 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 344 ft' 344 ft' 40 It 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000356 1280.5 70.3 132.21 2598 7
3/5/2018 9:33 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FnhM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:9 28.2 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 28.4 kBtu/hr cfrm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubTpe Location EF Cap Use SetPnt Conservation
1 Electric None Main 0.94 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft=
DUCTS
Supply — Return — Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 274.4 ft Attic 68.6 ft' Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
HeatinHJan Feb HFebMar Mar
Apr
EAprMa
ri
Jun
Jul fMay [ ] Jun Jul Au rlAu
Sep rlSeW Oct Oct
H Nov
Nov
Dec
Dec
Ventin
Jan Feb X Mar Xl A r Ma [ 1 Jun Jul Aug Sep 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 3/
5/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: MapleAve Builder Name: M. S. West Inc.
Street: 402 Maple Avenue Permit Office:
City, State, Zip: Sanford, FL, 32771 Permit Number:
Design Location: FL, Orlando Jurisdiction: 691000
Cond. Floor Area:: 1372 sq.ft. Cond. Volume: 10976 cu ft.
Envelope Leakage Test Results
Regression Data:
A 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 dosed, 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 dosed, 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; 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 R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
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)(f), (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:
O, T11E STal
sat
rrrar: ':•^, a
0,6o wE'
3/1/2018 1:42 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
FADDRESS: 402 Maple Avenue Permit Number:
Sanford, FL , 32771
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 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 dosed, 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 test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning 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.
R402.4.3 Fenestration air IeakagAlVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 ctm per
square foot (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.
3/1/2018 1:41 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
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.
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 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, filter 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, (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 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.
Postconstruction 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 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.
3/1/20181:41 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
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 % 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 -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 100°F 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.
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/watt Any
Bathroom, utility room 10 1.4 cfmMratt 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
3/1/2018 1:41 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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. 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.
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 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 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 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 -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.
3/1/2018 1:41 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
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 (Mandatoryke 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.
3/1/20181:41 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
1 DEL -AIR Manual S Compliance Report Job: Maple Avenue
Date: 3-1-18
0UM0.1M C0N01=11010 Entire House By. VW c
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: M. S. West Inc.
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 21108 Btuh Entering coil DB: 77.70F
Outdoor design WB: 75.2°F Latent gain: 3248 Btuh Entering coil WB: 63.8°F
Indoor design DB: 75.0°F Total gain: 24356 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031L
Actual airflow: 947 cfm
Sensible capacity: 23220 Btuh 110% of load
Latent capacity: 4069 Btuh 125% of load
Total capacity: 27289 Btuh 112% of load SHR: 85%
Design Conditions
Outdoor design DB: 40.90F Heat loss: 18516 Btuh Entering coil DB: 69.10F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031L
Actual airflow: 947 cfm
Output capacity: 28200 Btuh 152% of load Capacity balance: 31 °F
Supplemental heat required: 0 Btuh Economic balance: -99 °F
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 5.3 kW 97% of load Temp. rise: 20 °F
Meets all requirements ofACCA Manual S.
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1' DEL -AIR Component Constructions Job:
Date:
Maple Avenue
KERM - om 100edalmmr Entire House By:
3-1-18
vwI<
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Far. 407-333-3853 Web: WWW.DEL-AIR.COM
Project• •
For: M. S. West Inc.
Location: Indoor: Heating Cooling
Orlando Sanford, FL, US Indoor temperature (OF) 70 75
Elevation: 56 ft Design TD (OF) 29 18
Latitude: 29°N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7
Dry bulb (OF) 41 93 Infiltration:
Daily range (OF) - 17 ( M) Method Simplified
Wet bulb (OF) - 75 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
W BWh&--'F rP•-FOuh BWhAI' SWh BWhAI' 8Wh
Walls
13A-6ocs: Blk wall, stucco ext, r-6 ext bd ins, 8" thk, 1/2" gypsum n 51 0.111 6.0 3.23 165 2.40 122
board int fnsh ne 23 0.111 6.0 3.23 73 2.40 54
e 447 0.111 6.0 3.23 1444 2.40 1072
s 196 0.111 6.0 3.23 633 2.40 470
w 330 0.111 6.0 3.23 1067 2.40 792
all 1047 0.111 6.0 3.23 3382 2.40 2510
Partitions
12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" 298 0.068 19.0 1.98 590 1.12 333
gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2B-2tv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, n 5 0.340 0 9.89 49 10.7 54
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It
overhang (1.2 It window ht, 0.5 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, a 32 0.340 0 9.89 320 29.5 955
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft
overhang (5.25 ft window ht, 0.83 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, a 17 0.340 0 9.89 164 30.5 507
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft
overhang (5.25 ft window ht, 1.5 ft sep.); 6.67 ft head ht
2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 8 0.340 0 9.89 77 22.5 176
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 5 ft
overhang (6.7 It window ht, 1.42 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 15 0.340 0 9.89 148 12.2 184
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (5 ft window ht, 4.83 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 15 0.340 0 9.89 148 12.3 185
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (5 ft window ht, 5.08 ft sep.); 6.67 ft head ht
Fp- wrightsoft. 2018-Mar-05 10:26:30
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2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 114" gap, s
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (1 ft window ht, 2.67 ft sep.); 6.67 ft head ht
2B-2tv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (1 ft window ht, 3.08 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, w
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft
overhang (4.2 ft window ht, 0.83 ft sep.); 6.67 ft head ht
2A-2ovd: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" w
gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft
overhang (6.8 ft window ht, 0.83 ft sep.); 6.67 ft head ht
Doors
11DO: Door, wd sc type
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth
3 0.340 0 9.89 30 10.7 32
3 0.340 0 9.89 30 10.7 32
13 0.340 0 9.89 128 29.2 379
41 0.340 0 9.89 404 29.7 1213
e 20 0.390 0 11.3 228 12.1 243
n 18 0.390 0 11.3 203 12.1 216
all 38 0.390 0 11.3 431 12.1 460
1916 0.026 38.0 0.76 1450 1.42 2718
152 0.989 0 28.8 4382 0 0
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Project Summary Job: Maple Alenue
DEL AIR Date: 3-118
AIR CONS Entire House By: VYW
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: M. S. West Inc.
Notes:
Design Information
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 Sensible Cooling Equipment Load Sizing
Structure 15024 Btuh Structure 15297 Btuh
Ducts 3492 Btuh Ducts 5811 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 18516 Stuh Use manufacturer's data y
Rate/swingg multipplier 1.00
Infiltration Equipmenfsensible load 21108 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 2183 Btuh
Ducts 1065 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
Area (ft2 1372 1372 Equipment latent load 3248 Btuh
Volume (ft) 13735 13735
Air changes/hour 0.45 0.23 Equipment Total Load (Sen+Lat) 24356 Btuh
Equiv. AVF (cfm) 103 53 Req. total capacity at 0.75 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model 25HBC53OA00300 Cond 25HBC53OA00300
AHRI ref 9154945 Coil FX4DNB031L
AHRI ref 9154945
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 21300 Btuh
Heating output 28200 Btuh @ 47°F Latent cooling 7100 Btuh
Temperature rise 27 OF Total cooling 28400 Btuh
Actual air flow 947 cfm Actual air flow 947 cfm
Air flow factor 0.051 cfm/Btuh Air flow factor 0.045 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.87
Capacity balance point = 31 OF
Backup:
Input = 5 kW, Output = 17923 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr19tMs4oft- 2018•Mar-05 10.26 30
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DEL -AIR
rvnrn • o amllonas
Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 327C1 P0910
l2IN9ax
407-333-3853 Web: WWW.DEL-AIR.COM Job:
Maple Avenue Date:
3.1-18 By:
VWK 1
Room name Entire House Mstr Sth 2
Exposed wall 1523 ft 18.5 It 3
Room height 9.9 It 9.9 ft heat/cad 4
5
Roan
dimensions Room
area 13825 ft' 7.
0 x 11.5 It 80.
5 ft' Ty
Construction U-value Or HTM Area (ftl Load Area (112) Load number
BtuWft;-F) at ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cog Gross N/P/S Heat Cad Gross N/P/S Heat Cod 6
tImo^ 13A-6ocs 0.111 n 3.23 240 56 51 165 122 56 51 165 122 28-
2fv 0.340 n 9.89 10.74 5 0 49 54 5 0 49 54 W
13A-6ocs 0.111 ne 3.23 240 23 23 73 54 0 0 0 0 11
11 13A-
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2ov 0.
111 0.
340 a
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89 240
29.
49 524
32
447
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92
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92
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0
221
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390 a
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89 9.
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52 2246
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164
77
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176
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1225
232
15
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148
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1213
333
216
0
92
0
0
92
0
0
182
0
0
103
0
C
F
16B-
38ad 22A-
td 0.
026 0.
989 0.
76 2878
1.
42 0.
00 1916
1383
1916
152
1450
4382
2718
0
112
81
112
19
85
532
159
0
61
c) AED excursion 10 1-76 Envelope
loss/gain 11734 9737 1310 582 12
a) Infiltration 3291 1040 400 126 b)
Roan ventilation 0 0 0 0 13
Intemal gains: Oc cupards @ 230 4 920 0 0 Appliances/
other 36M 0 Subtotal
pines 6 to 13) 15024 15297 1710 708 Less
external load 0 0 0 0 14
Less
transfer Redistribution
Subtotal
0
0
16024
0
0
15297
0
0
1710
0
0
708
15
Duct loads M% 38% U92 5811 23% W% 397 269 Total
room load_T 18516 21108 2107 q44 Airrequired (cfm) 947 g47 108 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft-
2018-Mar-0510:26:30 Aftk"-
Right-Sulte® Universal 2018 18.0.10 RSU24019 Page 1 D%
EstimatinglFiles\MSWest%MapleAve%MapleAve.rup Calc = MJB Front Door faces: E
Q EL -AIR
rriara • se em lroreo
Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 327711 Phon : 40-e ni666 Fex 407-333.3853 Web: WVWV.DEL-AIR.COM
Job: Maple Avenue
Date: 3-1-18
By: VVw
1
2
Roan name
Exposed wall
Mstr Sr
20.0 ft
Utility
11.0 ft
3 Roan height 9.9 ft heat/cool 9.9 It heat/cool
4
5
Roan dimensions
Roan area
1.0 x 233.3 It
233.3 142
1.0 x 96.3 ft
96.3 f12
Ty Construction U-value Or HTM Area (ft2) Load Area (111 Load
number StutJft;'F) atuFVftj or perimeter (ft) at uh) or perimeter (ft) Stuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 1qJ 13A-6ocs 0.111 n 3.23 240 0 0 0 0 0 0 0 0
2B-2fv
13A-60cs
0.340
0.111
n
ne
9.89
3.23
10.74
240
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
11
13A-60cs
2A-2ov
0.111
0.340
a
a
3.23
9.89
240
29.49
132
32
100
2
322
320
239
955
0
0
0
0
0
0
0
0
2A-2ov
28-2fv
11D0
0.340
0.340
0.390
a
a
a
9.89
9.89
11.35
30.52
22.46
1211
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-6ocs 0.111 s 3.23 240 28 28 90 67 0 0 0 0
2A-2ov 0.340 s 9.89 1225 0 0 0 0 0 0 0 0
2A-2ov
28-2fv
2B-2fv
0.340
0.340
0.340
s
s
s
9.89
9.89
9.89
1233
10.74
10.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1q/ 13A-6ocs
2A-2ov
0.111
0.340
w
w
3.23
9.89
240
29.23
0
0
0
0
0
0
0
0
Be
13
75
1
242
128
180
379LL-G
R
p
2A-2ovd
12E-0sw
11D0
0.340
0.068
0.390
w
n
9.89
1.98
11.35
29.73
1.12
1211
0
160
0
0
160
0
0
317
0
0
179
0
0
64
18
0
46
18
0
91
203
0
52
216
C
F
16B-38ad
22A40
0.026
0.989
0.76
28.76
1.42
0.00
324
233
324
20
245
576
459
0
134
96
134
11
101
317
189
0
61 c) AED excursion 113 159
Envelope loss/on 1870 1911 1082 1075
12 a) Infiltration 432 137 238 75
b) Roan ventilation 0 0 0 0
13 1ntemal gains: Occupants @ 230 1 230 0 0
Appliancesldher 600 600
Subtotal (lines 6 to 13) 2302 2878 1320 1750
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
2302
0
0
2878
0
0
132 0
0
0
1750
15 Duct loads 23% 38% 535 1093 23% 38% 307 665
Total roan load 2837 3971 1627 2415
Air required (dm) 145 178 83 108
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
C -#4a- 2018-Mar-0510:26:30
AimA -"- Right-Sufte® Universal 2018 18.0.10 RSU24019 Page 2
D\Estimating%Flles%MSWest%MapleAve%MapleAve.rup Cale = MJ8 Front Door faces: E
Job: Maple Avenue
Date: 3-1-18
j DEL-AIR Right-J® Worksheet
Iffmm-m`°"°"°'m'°
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277111 hND4o-8 n2665 ar. 407-333-3853 Web: WWW.DEL-AIR.COM
By: VWK
1 Roan name Great Rm Sth 2
2
3
Exposed wall
Roan height
20.0 ft
9.9 It heat/cod
0 ft
9.9 It heat/cad
4
5
Room dimensions
Roan area
10.5 x 20.0 It
210.0 W
10.5 x 6.0 ft
63.0 ft'
Ty constriction U-value Or HTM Area (ftl Load Area MR) Load
number Btuh/ft'-'F) atuhlftj or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 t13A-6ocs
G
0.111 n 3.23 240 0 0 0 0 0 0 0 0
28-2fv
13A-6ocs
0.340
0.111
n
ne
9.89
3.23
10.74
240
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
11
13A-00cs
2A-2ov
0.111
0.340
a
a
3.23
9.89
240
29.49
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
28-2fv
11 DO
0.340
0.340
0.390
a
a
a
9.89
9.89
11.35
30.62
2246
1211
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-6ots 0.111 s 3.23 240 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.89 1225 0 0 0 0 0 0 0 0
2A-2ov
28-2fv
2B-2fv
0.340
0.340
0.340
s
s
s
9.89
9.89
9.89
1233
10.74
10.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1qJ 13A-6ocs
2A-2ov
0.111
0.340
w
w
3.23
9.e9
240
29.23
160
0
119
0
385
0
286
0
48
0
48
0
155
0
115
0
2A-2ovd
12E-0sw
0.340
0.068
w 9.89
1.98
29.73
1.12
41
0
2
0
404
0
1213
0
0
0
0
0
0
0
0
0R
D 11D0 0.390 n 11.35 1211 0 0 0 0 0 0 0 0
c
F
168-38ad
22A4pl
0.026
0.989
0.76
28.78
1.42
0.00
292
210
292
20
221
576
414
0
67
63
87
6
66
173
124
0
61 c) AED excursion 1384 27
Envelope loss/gain 1585 2296 394 212
12 a) Infiltration 432 137 130 41
b) Roan ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 2 460 0 0
Appliances/other 600 0
Subtotal pines 6 to 13) 2017 3493 524 253
Less external load 0 0 0 0
Less transfer
RedistribAion
0
0
0
0
0
0
0
0
14 Subtotal 2017 3493 524 263
15 Duct loads 23% 38% 469 1327 23% 38% 1221 96
load
q0 2aalroom
482
4820
64'534T 33
9
8Air
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. C -+-
wrs tilmoft• 2018-Mar-05 10:26:30 Right-
Sulte® Universal 2018 18.0.10 RSU24019 Page 3 D%
Estimating\Files%MSWest\MapleAve%MapleAve.rup Cale = MJ8 Front Door faces, E
r DEL -AIR Right-J® Worksheet
NUM-"`'
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 327C1 hon : 40170 9. 407-333-3853 Mb: WWW.DEL-AIR.COM
Job: Maple Avenue
Date: 3.1-18
By: vwa
1 Roan name Br 3 Br 2
2 Exposed wall 26.0 ft 23.5 It
3 Room height 9.9 ft heal/cod 9.9 ft heaVwd
4
5
Roan dimensions
Room area
1.0 x 147.0 It
147.0 W
11.5 x 120 ft
138.0 ft'
Ty Constructionon U Or HTM Any MR) Load Any (ttl Load
er B F atuhlftj or perimeter (ft) at uh) or perimeter (ft) Stuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 t13A-6ocs 0.111 n 3.23 240 0 0 0 0 0 0 0 0
28-2(v 0.340 n 9.89 10.74 0 0 0 0 0 0 0 0
W 13A6ocs 0.111 ne 3.23 240 0 0 0 0 0 0 0 0
13A6ocs 0.111 a 3.23 240 8 8 26 19 96 96 310 230
11 2A-2ov 0.340 a 9.89 29.49 0 0 0 0 0 0 0 0
2A-2ov 0.340 a 9.89 30.52 0 0 0 0 0 0 0 0
28-2fv 0.340 a 9.89 22-46 0 0 0 0 0 0 0 0
11D0 0.390 a 11.36 1211 0 0 0 0 0 0 0 0
13A6ocs 0.111 s 3.23 240 112 94 304 225 92 74 239 177
2A-2ov 0.340 s 9.89 1225 15 2 148 184 0 0 0 0
2A-2ov
28-2fv
0.340
0.340
s
s
9.89
9.89
1233
10.74
0
0
0
0
0
0
0
0
15
3
1
3
148
30
185
32
28-2fv 0.340 s 9.89 10.74 3 3 30 32 0 0 0 0
WJ
I GG
13A6ocs
2A-2ov
0.111
0.340
w
w
3.23
9.89
240
29.23
88
0
88
0
284
0
211
0
0
0
0
0
0
0
0
0
2A-2ovd
12E-0sw
0.340
0.068
w 9.89
1.98
29.73
1.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0R
11D0 0.390 n 11.35 1211 0 0 0 0 0 0 0 0O
C
F
168-38ad
22A-tot
0.026
0.989
0.76
28.78
1.42
0.00
204
147
204
26
154
748
289
0
191
138
191
24
144
676
270
0
61 c) AED excursion 1-87 169
Envelope loss/gain 1695 874 1548 806
12 a) Infiltration 562 178 508 160
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 300 300
Subtotal pines 6 to 13) 2256 1352 2055 1267
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2256 1352 2055 1267
15 Duct loads 23% 38% 524 514 23% 38% 478 481
Total room load 2781 1865 2533 1748
Air required (dm) 142 84 130 78
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite®
2018-Mar-0OS 10:26:30
c Universal 2018 18.0.10 RSU24019 Page 4
D%Estimating\Files%MSWest%MapteAve%MapleAve.rup Celc = MJS Front Door faces: E
j QEL-AIR
reform • u comttsrrsro
Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CP D01On6631COOISCOWAY, SANFORD. FL 3274726ar. 407-333-3863 Web: WWW.DEL-AIR.COM Job: Maple
Avenue Date: 3-
1-18 By: VWK
1 Room
name Br 2 WIC Dining/Kitchen 2 Exposed
wall 4.5 ft 22.8 ft 3 Room
height 9.9 ft heaUcool 9.9 ft heat/cool 4 Room
dimensions 8.5 x 4.5 ft 1.0 x 376.3 ft 5 Room
area 38.3 W 376.3 ft' Ty Construction
U-value Or HTM Area (W) Load Area (ill Load number Bluh/
ftz-F) Btutvftj or perimeter (ft) Stuh) or perimeter (ft) Stuh) Heat Cod
Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1qJ
13A-6ocs 0.111 n 3.23 240 0 0 0 0 0 0 0 0 Ci 28-
2fv 0.340 n 9.89 10.74 0 0 0 0 0 0 0 0 W 13A-
6ocs 0.111 ne 3.23 240 0 0 0 0 23 23 73 54 13A-6ocs
0.111 a 3.23 2.40 36 36 116 86 160 115 373 277 11 2A-
2ov 0.340 a 9.89 29.49 0 0 0 0 0 0 0 0 2A-2ov
0.340 a 9.89 30.52 0 0 0 0 17 0 164 507 2B-2fv
0.340 a 9.89 2246 0 0 0 0 8 3 77 176 11 DO
0.390 a 11.35 1211 0 0 0 0 20 20 228 243 13A-6ocs
0.111 s 3.23 240 0 0 0 0 0 0 0 0 2A-2ov
0.340 s 9.89 12.25 0 0 0 0 0 0 0 0 2A-2ov
0.340 s 9.89 12.33 0 0 0 0 0 0 0 0 28-2fv
0.340 s 9.89 10.74 0 0 0 0 0 0 0 0 28-2tv
0.340 s 9.89 10.74 0 0 0 0 0 0 0 0 1qJ 13A-
6ocs 0.111 w 3.23 240 0 0 0 0 0 0 0 0 2A-2ov
0.340 w 9.89 29.23 0 0 0 0 0 0 0 0 2A-2ovd
0.340 w 9.89 29.73 0 0 0 0 0 0 0 0 fi 12E-
0sw 0.068 1.98 1.12 0 0 0 0 0 0 0 0 O 11D0
0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C 168-
38ad 0.026 0.76 1.42 53 53 40 75 521 521 394 738 F 22A-
tol 0.989 28.78 0.00 38 5 130 0 376 23 655 0 61 c)
AED excursion 19 1-159 Envelope loss
gain 286 143 1965 1837 12 a)
Infiltration 97 31 493 156 b) Room
ventilation 0 0 0 0 13 Internal
gains Occupants @ 230 0 0 1 230 Appliances/other
0 1200 Subtotal pines
6 to 13) 383 173 2458 3423 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
383 173 24W 34M 15 Duct
loads 23% 36% 89 66 23% 38% 571 1300 Total room
load 472 239 3029 4724 Air required (
cfm) 24 11 155 212 Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018-
Mar-0510:26:30 Aft Right -
Suite® Universal 2018 18.0.10 RSU24019 Page 5 D\Estimating\
Files%MSWest%MapleAve%MapleAve.rup Calc - MJ8 Front Door faces: E
DEL -AIR Duct System Summary Job: Maple Avenue
Date: 3-1-18
NUM0.Oft C°N°n10NIX11 Entire House By: VWK
DEL -AIR HEATING & AIR CONDITIONING
631 CODISCO WAY, SANFORD, FL 32771 Phone, 407-031-2665 Fax 407-333-3853 Web: WWW.OEL-AIR.COM
Project• •
For: M. S. West Inc.
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.278 in/100ft
947 cfm
122 ft
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.278 in/100ft
947 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
Sr 2 h 2533 130 78 0.284 6.0 Ox 0 VIFx 34.8 85.0 stl
Sr 2 WIC h 472 24 11 0.285 4.0 Ox 0 VIFx 34.5 85.0 stl
Sr 3 h 2781 142 84 0.281 7.0 Ox 0 VIFx 36.0 85.0 stl
Sth 2 h 645 33 16 0.289 4.0 Ox 0 VIFx 32.5 85.0 stl
Dining/Kitchen C 4724 155 212 0.278 8.0 Ox0 VIFx 37.2 85.0 stl
Great Rm c 4820 127 216 0.443 8.0 Ox 0 VIFx 6.8 70.0
Mstr Sr c 3971 145 178 0.337 7.0 Ox 0 VIFx 16.0 85.0 st2
Mstr eth h 2107 108 44 0.299 6.0 OX 0 VIFx 28.9 85.0 st2
Utility c 2415 83 108 0.464 6.0 Ox 0 VIFx
1 3.3 70.0
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
stl Peak AVF 484 400 0.278 616 12.0 0 x 0 Vint%
st2 Peak AVF 253 222 0.299 464 10.0 0 x 0 VinlFlx
Return Branch Detail Table
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
Mad Trunk
rbl Ox 0 947 947 0 0 0 0 Ox 0 VIFx
wrightsoft- 2018Mar-0510:26:30
Z. •
w+• .....-...a..., Right -Suite® Universal 2018 18.0.10 RSU24019 Page 1
D%Estimating\files%MSWest%MapleAve%MapleAve.rup Calc - MJ8 Front Door faces: E
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: MapleAve Builder Name: M. S. West Inc.
Street: 402 Maple Avenue Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number:
Owner: Jurisdiction: 691000
Design Location: FL, Orlando
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 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 corners 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 es.
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
extand behind p*p4ng and wiring
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
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
3/1/2018 1:41 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FOR141 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:
This checklist
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).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If 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
3/1/2018 1:40:03 PM Page 1 of 1
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ALPINE
4111 W (LM/I1MY
CIA gA A O aaa •Jf%AA•
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.00m
stoner. •
v
pan Truss Company I Job Number. 19552
IDesaiption: SCOTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST
cress: 402 MAPLE AVE. I City, State, Zip: SANFORD. "
Name, Address and License # of Structural FOR if one exists for the building:
Name. Lroense #.
Aftess. City, State, Zip:
Job Engineering Criteria: _
Design Code: FBC 6th Edition (2017) View Version: 17.02.01.1114.21 JRef #. 1 W8X4080010
Wind Standard* ASCE7_10 Wind Speed (mph): 139 Roof Load (psi): 20.00- 7.00- 0.00- Floor Load (pst): None
10.00
This package contains a job notes page, 28 truss drawings and 2 details.
Item Seal # Truss
1 061.18.1330.32330 A01
3 061.18.1330.38100 A03
5 061.18.1330.42260 A05
7 061.18.1330.52777 A07
9 061.18.1331.03000 A09
11 061.18.1331.16083 All
13 061.18.1331.21707 A13
15 061.18.1332.00067 A15
17 061.18.1332.18960 B02
19 061.18.1332.24937 CJ1A
21 061.18.1332.31020 CJ3A
23 061.18.1332.35467 EJ44
25 061.18.1332.39533 HJ3
27 061.18.1332.45523 J4G
Item Seal # Truss
2 061.18.1330.3W57 A02
4 061.18.1330.40017 A04
6 061.18.1330.51020 A06
8 061.18.1332.57440 A08
10 061.18.1331.11410 A10
12 061.18.1331.19133 Al2
14 061.18.1331.25460 A14
16 061.18.1332.14610 B01
18 061.18.1332.22610 CJ1
20 061.18.1332.28130 CJ3
22 061.18.1332.34117 E.13
24 061.18.1332.36720 E.15
26 061.18.1332.42063 HJ5
28 061.18.1332.47900 JH3
tp S FLEtij
BulLotic pOJ • • •SF••y
NFORo o. 848
p'1RTMEN * ;
t3 ,o •; ATE :
as "(Q
g _4 76 - o- c o••.
01YA• 6
T document has been alectronlalM signed
and seated using a Digital Siplature. Printed
copies without an original signature must be
03/wno i 8
vedf ed using the original electronic verslom
Florida Certificate of Product Approval #FL1999 Printed 3/2/2018 2:22:48 PM
Job Number. 19552 Py: 1 SEON: 073104 / T13 COMN Cust. R408 JRef.. 1W8X408W10
SCOTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST Oly. 2 FROM: AH OrwNo• 061.18.1330.32330
Truss VbW: AM KD / OF 0301=18
ero9 11'11Z ux• 19.9.12 26V
ero9 521 + 1Y91 6'S•12
Loading Criteria (psq
TCLL: 20.00
TCOL: 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'
5xs
1V- 10 7ro•11 6Y•78ro•4Z4 11 14 19719 xe•
e•
2Hse•
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL: 4.2 psf
SCOL• 5.0 psf
MWFRS Parallel Dist: h to 2h
CSC Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top lard 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense :82 2x4 SP #1 Dense:
Webs 2x4 SP 93
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Site No Size Shift Site
91 W3X4 2.25 R 1.25
Wind
Wind loads based on MWFRS with additional CSC
member design.
IMPORTANT' FURNISH
or
Snow Criteria (Pp.Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Wee Criteria
Bldg Code. FBC 6th.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0Y0(0)
Plate Type(s):
WAVE
DetUCSI Criteria
PP Deflection in toe Udell L/#
VERT(LL): 0.240 J 999 240
VERT(TL): 0.656 J 706 180
HORZ(LL): 0. 163 1 - -
HORZ(TL): 0.304 1
Creep Factor. 2.0
Max TC CSI: 0.679
Max BC CSI: 0.774
Max Web CSI: 0.764
VIEW Ver. 17.02.01A.1114.21
a.p ATE
OR%
P•°`
h Osseo
a0 27, `S's/QNAI
03/02/2018
Maxlm im Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
8 1091 1100 / 629 / - / 258 / 8.0
G 1095 /97 /613 /- I- /8.0
Wind reactions based on MWFRS
8 Min Brg Width Req = 15
G Min Brg Width Req = 1.5
Bearings 8 8 G are a rigid surface.
Bearings 8 8 G require a seal plate.
Members not listed have forces less than 3750
Maximum Top Chad Faces Per Ply fibs)
Chords Tens.Comp. Chards Tens. Corny
B - C 571 -1754 E - F 9% - 2973
C - D 851 - 3178 F - G 899 -3038
D - E 977 - 3096
Maximum Bot Chord Forces Per Ply (lbs)
Chards Tens.Comp. Chords Tens. Comp.
8 - M 1503 - 365 I - G 2718 - 728
K - I 2024 - 386
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C - M 271 - 921 K - E 2006 -476
C - K 1288 -156 E -1 842 - 408
M - K 1808 -437
INSTALLERS
ow the latest edition of 13CSI (Buil i
is. Ilse sit
IMe
e temPproora
led per Bc , a 1 ,
i, unless not oce. f efer to
failure to buildthe n
r Tit sul tlity ALPINE
NEinmralnwwr
2400
Lake Orange Or Suite
150 Orlando
FL, 32837
Job Number. 19552 Py. 1 SEON: 873107 / T4 COMN Cust. R408 JRef 1W81(4080010
SCOTT WEST COSTR /SCOTT WEST COSTR. SCOTT WEST Oty. 4 FROM: AH OnvNo,. 061.18.1330 35W7
Truss Label: A02 KO / OF 031020018
T 13'4' 19's' 291'
T r4• r4' T
Loading Criteria (psf)
TCLL: 20.00
TCOL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NC8CLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0'
B4x4O
29'6•
1Y• 8711 r5'S VVS 8'2'11 1'1'
13'• 199.5 2 ~
9' ' 29'9•
W(nd Cribaria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCOL: 4.2 psf
BCDL: 5.0 psi
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense
Bat chord 2x4 SP 91 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Py,pt in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mlse Criteria
Bldg Code: FBC 61h.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:O(0)/O(0)
Plate Type(s):
WAVE
DONCSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.246 1 999 240
VERT(TL): 0.673 1 689 180
HORZ(LL): 0.175 H - -
HORZ(TL): 0.328 H
Creep Factor. 2.0
Max TC CSI: 0.662
Max BC CSI: 0.773
Max Web CSI: 0.593
VIEW Ver. 17.02.01A.1114.21
a3,o :• 4Ai t yr •,:
00 278'ss/pNAI G
03/022018
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL I
8 1097 198 / 616 1- 1233 / 8.0
F 1097 / 98 1616 / - / - / 8.0
Wind reactions based on MWFRS
8 Min Big Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings 8 6 F are a rigid surface.
Bearings 8 & F require a seat plate.
Members not listed he" forces less than 3754
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Corny
B - C 671 - 30t3 D - E 638 - 2243
C- D 658 -2243 E- F M -3013
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
8 - J 2892 -671 I - H 2708 - 716
J -1 2708 -665 H - F 2692 - 723
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
C -1 350 -665 I - E 346 -865
D -I 1556 -364
INSTALLERS
3w the latest edition of 13CSI (Buildinng
is.InsII sh I de t=
i, uniess; noted othermsd. Refer to
tAl m@g,
a di 'lion ofpl'TW B 'I 'n
opoa
rits Gjrop I shpll not be nsi a for arty
eevvisa11j,
rom this a failureto build the and
Tise of this"dr win arty struc>L"re fieiesp "aiI>iIr"l?oon u ld t g"sOes gifeiN I
on v{hr 1'r Virg ttln), A
IPL NEmnw
2400
take Orange Dr. sums
150 Orlando
FL, 32837
Job Number. 19552 Ply: 1 SEON: 873101 I T25 COMN Cust R408 JRef: IWBX4080010
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST Oty. 1 FROM: AH OrwNo• 081.18.1330.38100
Truse Label: A03 KD / OF 039 2MIS
T01 ta•.• 1tY11
T09 e• r? 5Ye•11 TS'S
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'
1L' 6.11.4
11'4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Cbsed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL• 4.2 psf
BCDL 5.0 psi
MWFRS Parallel Dist: h to 2h
C3C Oist a: 3.00 ft
Lac. from endwall: not in 9.00It
GCpi: 0.18
Wind Ourstion: 1.60
Lumber
Top chord 20 SP p2 Dense
Bat chord 2x4 SP p2 Dense :83 2x4 SP pt Dense:
Webs 2x4 SP 03
Wind
Wind loads based on MWFRS with additional C&C
member design.
66x60
eYx4 12
8.4.12 8'6- F 1L'
Snow Criteria (Pp.Pf In PSF) OeIUCSI Criteria Maximum Reacdons (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loci Uden Lip LOC R / U / RW / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.216 H 999 240 B 1089 199 / 626 / - 1245 / 8.0
Lu: NA Cs: NA VERT(TL): 0.5W H 786 180 F 1093 1100 1612 / - / - / 8.0
Snow Duration: NA HORZ(LL): 0.107 H Wind reactions be on MWFRS
HORZ(TL): 0.200 H 8 Min Brg Width Req = 1.5
Code / Mist Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.6
Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.706 Bearings B 3 F are a rigid surface.
TPI Sid: 2014 Max BC CSI: 0.746 Bearings 8 6 F require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.775 Members not listed have forces less than 3759
FT/RT:0(0)f0(0)
Maximum Top Chord Forces Per Ply (lbs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver. 17.02.OtA.1114.21
B - C 568 -1737 D - E 10M - 2935
C - 0 479 -1209 E - F 919 - 3034
Maximum Bat Chord Forces Per Ply jibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 1485 - 372 I - F 2711 - 741
L - K 1482 -372
Maximum Web Fortes Per Ply ((bs)
Webs Tens.Comp. Webs Tens. Comp.
C - K 250 -541 K -1 968 -165
D-1 2033 -668
z IATE
9'
cF•''c OR P•''
NO278 `ss/pNAI
03/02/2018
U.
rLooCeeONppTRAAtgCnTaOdRnSgINCLUDING
THE INSTALLERS
rforhun
Refer
rresse fff r rrct1 aI
it
e
stall h on ( vv
Mtrarr
actioes r to shngbIstllons3eSerhBporaerQasstrowneDoveendoctetJarrTDretails,dunless noted othennse. aPererB1to
ALPINE
npt be responsitle for any eviatiort from tMs rg.a failure to build the
D9m nllga
tiorn gan degbrpapd ng7gpo tryu I1A cal on dralMrig or fiver pig
hOVJn. The sltlfa lky 2400 Lake Orange Or
ilof the 6ulldiilg DeslgdeperA r Suite 150
LPINF: ww.fthieft am* TPI• wrw • sack ww tedndu .coin• ICC: ww Iaaare am Ortarrdo Ft. 32837
Job Number. 19552 Py. 1 SEQN: 873098 / T23 HIPS Cull• R408 JRef: IWBX4080010
SCOTT WEST COSTR /SCOTT WEST COSTR. SCOTT WEST Qqr. 1 FROM. AH DrwNo: 061.18.1330.4OD17
Truss Label: A04 KD / OF 0310=018
8T L24' 14'4' 1? 4 26r
8T 59' 2' 1'10 4 'M12
o4X4 a5x6
O E
a7A4 12
26V
1'4- 8'S 4 5'10'12 2'
6'5-4 12'1' 11.4- r11' 28'
Loading Criteria (pat) 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
Des Ld: 37.00
EXP: C
Mean Height: 15.00It
NCBCLL .00 TCDL: 4.2 psf
Soffit: 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 fl
Loc. from endwa8: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bol chard 2x4 SP 92 Dense :133 2x4 SP #1 Dense:
Webs 2x4 SP #3
Puriins
In lieu of structural panels use pudins to bmw all flat
TCQ24'oa
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pa,Pt in PSF) DeNCSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in lot IJdefl L#f
Pf: NA Ce: NA VERT(LL): 0.207 1 999 240
Lu: NA Cs: NA VERT(TL)' 0.563 1 822 180
Snow Duration. NA HORZ(LL): 0.105 1 - -
HORZ(TL): 0.195 1
Code / Mlsc Criteria Creep Factor: 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.711
TPI Std: 2014 Max BC CSI: 0.741
Rep Factors Used: Yes Max Web CSI: 0.777
FT/RT:0(0y0(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
4 A •; ATE
c' '' . ORS ••' •
0 278 NAI
03/02/2018
Maximum Reactions fibs)
Loc R I /RW /Rh /RL /W
8 1089 1311 1629 / - / 230 / 8.0
G 1093 /311 /614 /- /- /8.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
G Min Big Width Req = 1.5
Beatings B & G are a rigid surface.
Bearings 8 & G require a seat plate.
Members not listed have tomes less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 613 -1763 E - F 1084 - 2937
C - D 521 -1268 F - G 983 - 3035
D - E 503 -1063
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-N 1513 -417 M-L 1083 -231
N-M 1510 -417 J-G 2712 -799
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-M 247 -556 L-J 1062 -219
E - J 2041 -604
INCLUDING THE INSTALLERS
4inRpatteher stoeand
ytdlowthe latest editign of aCSI (e rei DatiJaalillnlledplgr orsno 3, , on
tale a s, un ass not othervnse. serer to qMng-.
w1nqM,c;
ajVI f
ITW B I'I ''n eeerrrrrrlltS G p InC shall not be Stec fora aviation from this yawl a failure to build the t
i NsI h Iinshipen ,@mstallaUdn end cinp trusses seal on i or fiverpage _I Ianrvifflera n . predte ss bpo irbllillneeriertg /eM n l It1i 601e AtNw @skirl 8 The suttaDl AL IP NE
2400 LakeOrange
Or. Suite 150 Orlando
Ft., 32837
Job Number. 19552 Ply: 1 SEON: 873093 / T24 HIPS
I
Cust. R408 JRet 1W8X4080010
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST OIY 1 FROM• AH DrwNo: 061.18.t33042260
Trues Label: A05 KD / OF 03i02F2018
S'4 104' 164' 192'4 268'
6S4 4'1 r,2 6 710'4 TS12
a4X6 aSX6
0 E
a2A4 12
25
1'4- 1U'4' 610'4 3'1'12
10'4' 18'2'4 114' 26
8„
H8'
Loading Criteria (pap
TCLL: 20.00
TCDL 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCSCLL 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: C
Mean Height: 15.00 it
TCDL• 4.2 psi
BCDL: 5.0 psi
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 02 Dense
Bot chord 2x4 SP 02 Dense :B3 2x4 SP #1 Dense:
Webs 2x4 SP 93
Puriins
In lieu of sWctural panels use pudins to brace all flat
TC ® 24' oo.
Wrid
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pa,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / MISC Criteria
Bldg Code: FBC 6th.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
DeNCSI Crflerla
PP Deflection in loc Udell L/#
VERT(LL): 0.191 1 999 240
VERT(TL): 0.521 1 888 180
HORZ(LL):0.1011 - -
HORZ(TL): 0.188 1
Creep factor. 2.0
Max TC CSI: 0.733
Max BC CSI: 0.855
Max Web CSI: 0.809
VIEW Ver. 17.02.01A.1114.21
o MATE OF •A-
pc;o,• ORS O •p'.•'• +
M0 278'
N, ss/ONAI
03/02/2018
Maximum Reactions (lbs)
Loc R I /RW /Rh /RL /W
B 1089 / 313 1629 / - / 201 18.0
G 1093 1313 1614 /- /- 18.0
Wind reactions based on MWFRS
8 Min Big Width Req = 1.5
G Min Brg Width Req = 1.5
Bearings B & G are a rigid surface.
Bearings B & G require a seal plate.
Members not listed have foi less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Cote
B - C 668 -1740 E - F 1130 - 2930
C - D 578 -1442 F - G 1051 - 3055
D-E 567-1214
Maximum Bat Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B - M 1507 -474 J - G 2730 - 881
M-L 1235 -310
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
D - M 430 -70 L - J 1361 - 366
L - E 209 - SW E - J 2124 - 730
ru Iea"
IMPeOxtRreTANT" FURNISH THIS DRA gWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Corgpalemu re In
care n fY. TPI p 'ghga nAl (tar raal tin ,antod txedafsitruct etflhesrefstoe fndctior s inestta ll]ersgslrohfill Sea 16, Dc
abhoa erlMg d aafi U. . s shown 16ervvlse op duird sl
re M s shall ha b non 1 Fr BC51 ons 3. 7
as ap i @@ Apply t Iq
to j
c art pos tion as move and orits, unless note otherwise. defer to A
LPI N E drawl160A- ror 7atd ate positions. Alppin4,
a di I'lion of ITW BuI'I ''na Ient a InC shell net be regponslble for aarrwry eviatiortfrom this rawln v failure to build the f
Nasm pgm oe ANSI/T 11,' ar for ha Ilrg shipping. mstallabdn erld bracng t)(irussesp 1 on 1 dr7 rip or CSnrer p llily
a r. 1nsneasesacofancerdtessWnarnIndnsloIttYsolellrrnoNTnThesusum
150 Orerge
Or. a
ise Is ng for any etruchrre ie respatslbitil ot te ul osa Brier pelA i .. suire,5o Far
mac hrrorrrlallon see dtl• ti erreral rates erld shads vw0 tkas: ALPINE: vrrrw. .axn• 7PI: vtivr. • SBCA wrrw.reairleu .cam• ICC: •iwrr.loceefa Orlando FL, 32837
Job Number. 19562 Ply. 1 SEON: 073090 / T12 SPEC Cuss• R408 JRef: 1 W8X4080010
SCOTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST O1Y 1 FROM: AH DrwNo: 061.18.1330 51020
Truss Label: A06 KD / OF 03=2018
11
4'>t4 9 ,94' 2910'13 28'9'
4'94 4'2"12 Y 9'6• 2'6.8 5'6.10
4x4
14Xe x4(e(SRS)
a4xen
aZc•fcel 1<
28r
L 1-V
9 T 74- rr i
8 11' 194• 28'
a„
Loading Criteria (psi) Wind Criteria Snow Criteria (Pa,Pf in PSF) DeNCSI Criteria a Maximum Reactions pbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LN I- R / U / Rw / Rh / RL / W
8 1089 1313 / 624 1- / 182 / 8.0TCOL7.00 Speed: 139 mph PI: NA Ce: NA VERT(LL): 0.207 L 999 240
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.663 L 822 180 1 1093 / 314 1608 I - / - 18.0
BCOL 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.113 K - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP. C HORZ(TL): 0.211 K 8 Min Brg Width Req = 1.5
Code / Mise CriteriaNCBCLL: 10.00
Mean Heigh: 15.00 ft
TCOL: 4.2 psf Creep Factor: 2.0 1 Min Brg Width Rey = 1.5
Soffit: 2,00 BCOL: 5.0 psi8Wg Code: FBC 6th.ed 201 Max TC CSI: 0.761
Bearings B 6 I are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.773 Bearings B 8 I require a seal plate.
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.721
Members not listed have forces less than 375#
Loc. from endwall: not in 9.00 it FT/RT:0(0y0(0) Maximum Top Chord Forces Per Ply fibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 17.02.01A.1114.21WindDuration: 1.60 WAVE, I
Lumber
Top Chord 2x4 SP #2 Dense 15 2x4 SP #1 Dense:
Bat chord 2x4 SP 02 Dense :B3 2x4 SP 91 Dense:
Webs 2x4 SP 93
Plating Notes
All plates are 2X4 except as.
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Site No Size Shift Bite
22) W2X4 S 2.25
Pudins
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.
Note: Laterally brace bottom chord above filler at 70" O.C.
Max. including a latenll brace at chord ends.
IMPORTANT" FURN
3 regYlre extl @{RleCafe Inbfabl
nppefeef(
1rgHrg
Saf
1NI
600autoled dS
T
iCaG18 Oe1fi easdplate
a di stun of IITW BX''
gym- thlsq ng for arhr
B - C 725 -1775 F - G 1045 - 2641
C - 0 643 -1517 G - H 1117 -2948
O-E 668-1419 H-1 1192 -3128
E - F 756 -1628
Maximum Bat Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B - O 1542 - 527 L -1 29M -1000
O - N 1305 - 372
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
N - F 626 -1329 F - L 1086 - 336
N - L 1631 -524 L - G 977 - 305
E - N 695 - 344
jr
a0 28 y'4'r ONAI
03/02/2018
ALL CONTRACTORbredS gINCLUDING THE INSTALLERS
ranlin(sn foropeedrswtrrrrunin
7 1
toe fynrnd <
rtsd.
14r1Rhe s helslonnoaa< SCSI (building
M Pbr vu shall h u b in 41
BG is 3.
er
1
as and on the joircuelails, unless not othemAse. Refer to
npl be responsiple for any eviatiort from this r g'a(ry failure to build the
mstallats and bracn tru, AY seal on araMnn1 or Aver p
ll9rg1nlno pows fly sot for gs n $sown TTta su illy
ALPINE
awon
2400 Lake orange Dr.
Suite 150
Orlando FL, 321337
Job Number. 19W Pv. 1 SEON: 873087 / T16 SPEC
I
Cust R408 JReI: 1WW(4080010
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST Dry. 1 FROM. AH OrwNo• 081.18.1330.52777
Truss Label: A07 KD / OF 0300202018
T 13' 192'4 20 ' 26T1
T 8 5'8'4 1'1' 2 we
T
s
1 :s
m4X6
oIIC(8 d5X12(") a5Xa2X4ra4X1010(-)
12
2 *r
1'4- T3'8 8T 6518 88'
T3'8 13'10'8 194' 26 {.
8-
28'8'
Loading Criteria (po 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
Des Ld: 37.00 Mean Height: 15 00 ft
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 it
Loa from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chard 2x4 SP 92 Dense
Sol lard 2x4 SP 92 Dense :83 2x4 SP #1 Dense:
Webs 2x4 SP #3
Plating Notes
2 plate(s) require special positioning. Refer to
soled plate plot details for special positioning
requirements.
Plate ShIR Table
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shift Bite
181 W3X10 4.00 R 1.25
Puriins
In lieu of structural panels use pudins to brace all flat
TC @ 24' oe.
Wind
Wind foods based on MWFRS with additional C&C
member design.
Snow Crileita ft.Pr In PSF) D&WCSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LN
Pf: NA Ce: NA VERT(LL): 0.255 J 999 240
Lu: NA Cs: NA VERT(TL): 0.692 J 668 180
Snow Duration: NA HORZ(LL): 0.122 J - -
HORZ(TL): 0.228 J
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.893
TPI Std: 2014 Max BC CSI: 0.784
Rep Factors Used: Yes Max Web CSI: 0.801
FT/RT:0(0y0(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
j J * :*
ATE
o.cF•.:c ORVQ,*
0 278ONAL 03/
022018 IMPORTANT'
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS as
srK wn above and on I
T1'
9:
to Maximum
Reactions fibs) Loc
R /U IRw /Rh /RL /W B
1089 1315 / 615 /- 1 152 18.0 H
1093 1316 / 599 I - / - / 8.0 Wind
reactions teased on MWFRS 8
Min Big Width Req = 1.5 H
Min Big Width Req = 1.5 Bearings
B & H are a rigid surface. Bearings
B & H require a seat plate. Members
not listed have forces less than 375# Maximum
Top Chord Faces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. B -
C 707 -1728 E - F 1430 - 3568 C -
D 704 -1506 F - G 1461 -3666 D -
E 1018 - 2316 G - H 1206 - 3084 Maximum
Sot Chord Forees Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. B -
N 1475 - 484 K - H 2761 -10D4 N -
M 1878 -656 Maximum
Web forces Per Ply fibs) Webs
Tens.Comp. Webs Tens. Comp. C-
N 444 -101 E-K 1581 -W7 N -
D 220 - 438 M - K 2043 - 723 D -
M 1024 -437 K - G 1582 - 557 E-
M 671 -1524 a
d' 'simiownn of ITnW B 'I 'n'np ariet G prp
IngipsDhpil not bebrad foorrras irrybor(deevisastieoslnlp frrooin this drrraaawww---innr a'walnily 'lurregtvo build the of
this a?awing fw ar sUuciurea Ste res'pomnsl&in iof
fhe eulWiit0 oeslgiTer ldpefANSI
on shoWh°r rnee suf®Wliy ALPINE
INIMQ,
M11,r, 2400
LeM Orange or. Suite
150 Orlando
FL, 32837
Job Number. 19552 Pty: 2 SEON:8730B4 /T6 SPEC [CusL R408 JReIWRX4080010 SCOTT
WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST Oly. 1 FROM: AH OrwNo: OB1.1. 8.1332.57440 Truss
Label: A08 KD / OF 0310=018 2
Complete Trusses Required T
1
I IT,IJ-
A o3X4(
Ai) S
10' 16 15ZB• 1974 22'4• 2W 3'
er'4 + 3'1.12 + VIC s4XB
12 =
4CX8
OZ0 ESX12 12X4 a4Xe ff
m
WmA
aWAIFAWiLft
1- I a2X4
sy(6 =3) 3XOB(211 a ; .) 25V
TT
3 `
3X4(
A5R) 12
U12
4.10.1 S 17 3'S•8 2'S•8 3'11' S1.
12 10' 15' 1 197.8 UP 2a' {.e,
2
1 Loading
Criteria (Ps0 Wind Criteria TCLL:
20.00 Wind Std: ASCE 7-10 TCDL
7.00 Speed: 139 mph BCLL:
0.00 Enclosure: Closed BCOL:
10.00 Risk Category: If Des
Lit: 37.00 EXP:
C Mean
Height: 15.00 ft NCBCLL .
00 TCDL 4.2 psf Soffit:
2•00 SCOL: 5.0 psi Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing:
24.0' C&C Dist a: 3.00 ft Loc.
from endwell: Any GCpi:
0.18 Wind
Duration: 1.60 Top
lard 2x4 SP 02 Dense Bot
chord 2x4 SP N2 Dense :134 20 SP 01 Dense: Webs
2x4 SP N3 Nallnote
Nail
Schedule:0.128•x3', min. nails Top
Chord: 1 Row ®12.00• o.c. Bot
Chord: 1 Row @I2.00• o.o. Webs :
1 Row @ 4• o.c. Use
equal spacing between tours and stagger nails in
each row, to avoid splitting. Special
Loads Lumber
Dur.Fac.=1.25 / Plate Our.Faa=1.25) TC:
From 56 pif at -1.33 to 56 pit at 5.00 TC:
From 28 plf at 5.00 to 28 ptf at 23.60 TC.
From 56 pB at 23.60 to 56 plf at 28.00 BC:
From 4 pti at -1.33 to 4 pH at 0.00 BC:
From 20 pit at 0 00 to 20 pil at 5.03 BC:
From 10 pifet 5.03 to 10 pt(at 22.08 BC From
10 pH at 22.08 to 10 plt at 23.60 BC: From
21 plf at 23.60 to 21 plf at 26.67 BC: From
4 pH at 26.67 to 4 pit at 28.00 TC: 186
lb Cone. Load at 5.03.14.97 TC: 116
lb Conn Load at 7.06. 9.06.10.94.12.94 BC: 212lb
Cone. Load at 5.03,14.97 BC: 89lb
Cone. Load at 7.06, 9.06,10.94.12.94 BC: 202
lb Cone. Load at 19.40 BC: 77
lb Cone. Load at 20.60,22.27 BC' 289
lb Conc. Load at 23.60 Pudins In
lieu
of structural panels use pudins to brace all flat TC @
24• or. IMPORTANT" Snow
Criteria
ft.11f in PSF) Pg: NA
Ct: NA CAT: W PC NA
Ce: NA Lu: NA
Cs: NA Snow Duration:
NA Code / Wee
Criteria Bldg Code:
FBC 61h.ed TPI Std:
2014 Rep Factors
Used: Yes FT/RT:
O(Oy0(0) Plate Type(
s): WAVE De=
SI
Criteria PP Deflection
in loci Udell LJ8 VERT(LL):
0.289 L 999 240 VERT(TL):
0.778 L 593 180 HORZ(LL):
0.101 K - - HORZ(TL):
0.186 K Creep Factor.
2.0 Max TC
CSI: 0.671 Max SC
CSI: 0.851 Max Web
CSI: 0.955 VIEW Ver.
17.02.01A.1114.21 Plating Notes
1 plate(
s) require special positioning. Refer to scaled plate
plot details for special positioning requirements. Plate
Shift
Table JT Plate
Chord JT Plate Chord No Size
Shift Site No Size Shift Bite 211 W3X8
6.50 R 1.25 Wind Wind
loads
and reactions based on MWFRS. ob,o :•
YAM UT-;, NO 278
03/02/
2018 Maximum Reactions (
Ibs) Loo R /
U / Rw / Rh / RL / W B 1892
1567 / - / - / - 18.0 1 1847 /
508 /- /- /- /8.0 Wind reactions
based on MWFRS 8 Min
Brg Width Rep = 1.6 I Min
Brg Width Req = 1.5 Bearings 8
6 I are a rigid surface. Bearings B
E 1 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
513 -1757 F - G 1076 -4047 C - D
675 - 2344 G - H 1115 -4196 D - E
675 - 2344 H -1 695 -2657 E - F
735 - 2659 Maximum Bat
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. B-R
1540 -442 P-0 292 -733 R - 0
1548 -441 M - K 2440 -624 0-P
2415 -672 K-1 2411 -618 Maximum Web
Forces Per Ply (Ibs) Webs Tens.
Comp. Webs Tens. Comp. C - 0
892 -263 F - M 1579 391 E - P
972 -201 O - M 2506 695 P - F
213 -824 M - H 1864 522 F-0
236 -061 K-H 556 111 INCLUDING THE
INSTALLERS yGn o
tfler5rto ehse8gnd
ryyncttioolns iia
I2rl 8fgthe
latest erdd
Ignerd (Building
Havon e a
ng MIs d p ass notIS saw h 'I ersvnse.
Ader to•
x any evlatifrom
this a failure to buialdg the ms - ss peaIongsne«ie sutrebilily ALPINE MOWO)r~ 2e
Lake
Orange Or.
suit150 Orlando FL, 32837
Job Number. 19562 Ply: 1 SEON: 873056 / T2 COMN Cusl• R408 JRef: 1WIIX408MIO
SCOTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST OtY 8 FROM: AH OwNo: 061.18.1331.03000
Trues Label: A09 KD / OF 03i0212018
r ,rr ,er,4 z.•,o-r 237
r ) e4 { svu
F ss a 4 a
o4x40
F1/ F Millr„
I
ass er„ svigt2 e•
Mill
ON'- te'S'1, 2411'12 4Y,
Y- H-
I Loading
Criteria (per Wind Criteria TCLL:
20.00 Wind Sid: ASCE 7-10 TCOL:
7.00 Speed: 139 mph SCLL
0.00 Enclosure: Closed SCOL:
10.00 Risk Category: II EXP:
C Des .
00 DesLd: 37es MeanHeight: 15.00 ft 00 NCSTCDL
4.2 psf Soffd 2.
00 SCDL 5.0 psi Load Duration:
1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.
0' CSC Dist a: 3.00 ft Loc. from
endwall: not in 9.00 ft GCpi: 0.
18 Wind Duration:
1.60 Lumber Top
chord
2x4 SP 02 Dense Bat lard
2x4 SP 02 Dense Webs 2x4
SP #3 Plate Shift
Table JT Plate
Chord JT Plate Chord No Size
Shift Site No Sae Shift Site 21) W3X8
2.66 R 1.25 Wind Wind
loads
based on MWFRS with additional CSC member design.
UJA Snow
Criteria
ftPf In PSF) 0081CSI Criteria Pg: NA
Ct: NA CAT: NA PP Deflection in loc L/deft LJ# Pf: NA
Ce: NA VERT(LL): 0.197 C 999 240 Lu: NA
Cs: NA VERT(TL): 0.538 C 815 180 Snow Ounation:
NA HORZ(LL)• 0.133 F - - HORZ(TL):
0.248 F Code / Mlsc
Criteria Creep Factor. 2.0 Bldg Code:
F8C 61h.ed 201 Max TC CSI: 0.634 TPI Std:
2014 Max SC CSI: 0 990 Rep Factor
Used: Yes Max Web CSI: 0.865 FT/RT:
0(0y0(0) Plate Type(
s): VIEW Ver.
17.02.0IA. 1114.21 WAVE e; ,oATE ,•
b9pt,••••;c4 0
278 ONAI
03/022018 k
e Maximum
Reactions (
lbs)
Lac R / U /
Rw / Rh / RL / W B 1041 / 97 /
594 / - / 230 18.0 H 1048 / 90
1585 / - /- / 7.3 Wind reactions based
on MWFRS 8 Min Big
Width Req = 1.5 H Min Brg
Width Req = 7.3 Bearings 8 3
H are a rigid surface. Bearings B 8
H require a seat plate. Members not fisted
have forces less than 3750 Maximum Top Chord
Fortes Per Ply jibs) Chords Tens.Comp.
Chords Tens. Comp. B - C 835 -
2809 O - E 595 -19M C - O 610 -
2003 E - F 737 -2430 Maximum Bat Chord
Forces Per Ply (Ibs) Chords Tens.Comp.
Chords Tens. Comp. 8 - L 2507 -
664 K - J 2201 -596 L - K 2519 -
656 Maximum Web Fortes
Per Ply jibs) Webs Tens.Comp.
Webs Tens. Comp. C - K 359 -
701 J - F 2271 - 634 D - K 1369 -
335 I - H 447 -1034 K - E 249 -
395 1- F 440 - 981 ILL CONTRACTORS INCLUDING
THE INSTALLERS in.tall (n
and brag g .n ties to f ncli atInstalleesl 9clon 7_ 8,uildi
aaroes
aor toPertsotrmun
4 olr tBhord I rem rX
webs shall haw
raransunled pfr ecSl sections 3, or toy as above and
on the J ails, un ess rxtt otherwise. Refer to failure to build
the vr Wte sutt8ld8ility
A IPL NE
inmvaar m24M
Lake Orange
Or. Suite 150 Orlando
FL 3=
17
Job Number. 19W Py. 1 SEON 873128 / T5 COMN Cusr R4011 JRel.. 1W"40a*,O
SCOTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST Oly. 3 FROM: AM OnvWo. 061.18.1331.11410
Trues Label: A10 KD / OF 0310=018
BSR 1_ 1P1 ,Y4-
lY ,
QI-,4 25V4
Os'l 4 2 ,2 4
T
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCOL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure. Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00 Mean Height: 15.00It
NCBCLL: 10.00 TCDL 4.2 psf
Soffit: 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 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot lard 2x4 SP #2 Dense :81 2x4 SP 01 Dense:
Webs 2x4 SP 03
Rt Slider 2x8 SP #2 N: BLOCK LENGTH = 1.500'
Wind
Wind loads based on MWFRS with additional C&C
member design.
Note: Laterally brace bottom chord above filler at 2'0' O.C.
Max. inducting a lateral brace at chord ends.
411,2
2SY.
s's vies 41 12194'14 237.4
1.
14
Snow Criteria (Pe.Pf In PSF) Deft/CSI Criteria
Pg: NA CI: NA CAT: PP Deflection in loc Udell U#
Pf: NA Ce: NA VERT(LL): 0.189 R 999 240
Lu: NA Cs: NA VERT(TL): 0.515 R 855 180
Snow Duration: NA HORZ(LL): 0.126 H - -
HORZ(TL): 0.234 H
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: F8C 8th.ed 201 Max TC CSI: 0.603
TPI Sid: 2014 Max BC CSI: 0.833
Rep Factors Used: Yes Max Web CSI: 0.738
FT/RT:0(0y0(0)
Plate Type(s):
VIEW Ver. 17 02.01A.1114.21WAVE
ATE :
OR1
0 278
y"4 ss ONA1.
03/02/2018
Maximum Reactions fibs)
Loo R I /Rw /Rh /RL /W
8 1047 / 296 1592 / - / 247 / 8.0
S 1035 1296 / 586 / - / - / 7.3
Wind reactions based on MWFRS
8 Min Big Width Req = 1.5
S Min Big Width Req = 1.5
Bearings 8 & S are a rigid surface.
Bearings 8 & S require a seat pate.
Members not listed have forces less than 3750
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp
B-C 918-2NS F-G 516 -1408
C - D 745 - 2389 G - H 408 -1392
D - E 806 - 2342 H -1 539 -1494
E - F 510 -1211
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - P 2581 - 761 K - 1 1161 - 329
O - L 1213 - 282
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - P 246 - 396 O - F 265 - 585
P - O 1223 -231 F - L 408 -121
P - E 1936 -537 L - K 1157 - 328
II
re
MarP tOvRrcate in 'onFURNISH THIS aDRAWING TO ALL CONTRACTORS INRefer
to CLUDINnnGG
THE INSTALLERS on
r
vv 3cS1; jrnlCss noted ng
orrtTPItoSpBCAIra$racUolr pnoct r
Is itnlessgc henvl M. SeQpWcalfrgtoras for chd
nd
Jam Detat Aefer e._ APpY ales to face oss a position as a and on of
any
failure
to build the V,
we SPUZIIIty ALPINEINE
MITWCO~
240D
Lake orange Dr. Suite
150 Orlando
FL, 32837
Job Number. 19552 Py: 1 SEON: 873134 / T7 COMN Cust: R408 JRet 1W8X4080010
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST Oly: 1 FROM: AH 01wNo. 061.18.1331.16083
Truss Lebal: At I KD / OF 039MIS 4
r
13'4' 19'1.14 24'10'7 r
r + e'4- + s1'11 519 4 3 4x4
02S4'
1L'
6T11 ]1'S S 5111.15 51'1 p',112 iM
SIO'
11 10'S' 109 2'79 I
191.11 + 24'11'12 .,1,
4• H
F- ;,s.;21's i 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:11 d: .
00 DesLd: 37es EXP: C
Mean Height:
15.00 it 00 NC8TCDL
4.2 psf Soffit- 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 it Loc. from
endwal : not in 9.00I1 GCpi: 0.
18 Wind Duration:
1.60 Lumber Top
chord
20 SP 02 Dense Bot chord
2x4 SP 92 Dense :B1 2x4 SP 01 Dense: Webs 2x4
SP 03 Plating Notes
All plates
are 20 except as noted. Plate Shift
Table JT Plate
Chord Jr Plate Chord No Site
Shift Bite No Size Shift Bite 28) W3X8
2.66 R 1.25 Wind Wind
loads
based on MWFRS with additional C&C member design.
Note: Laterally
brace bottom Chord above filler at 2'(" O.C. Max. including
a lateral brace at Card ends. Snow Criteria (
Pp.w in PSF) DeRICSI Criteria Maximum Reactions fibs) Pg: NA
Ct: NA CAT: NA PP Deflection in for Udell Ulf Loc R / U / Rw / Rh / RL / W Pf: NA
Ce: NA VERT(LL): 0.191 P 999 240 B 1043 / 295 / 593 / - 1230 18.0 Lu: NA
Cs: NA VERT(TL): 0.523 P 838 180 H 1049 / 294 1583 / - / - / 7.3 Snow Duration:
NA HORZ(LL)- 0.129 F - - Wind reactions based on MWFRS HORZ(TL):
0.240 F B Min Brg Width Req = 1.5 Code / Misa
Criteria Creep Factor. 2.0 H Min Brg Width Req = 7.3 Bldg Code:
FBC 6th.ed 201 Max TC CSI: 0.602 Bearings B & H are a rigid surface. TPI Std:
2014 Max SC CSI: 0.721 Bearings B & H require a seal plate. Rep Factors
Used: Yes Max Web CSI: 0.870 Members not fisted have forces less than 3759 FT/RT:
0(0y0(0) Maximum Top Chord Forces Per Ply fibs) Plate Type(
s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW
Ver. 17.02.01A.1114.21 B - C
827 - 2796 D - E 605 -2045 C - D
620 - 2045 E - F 737 - 2442 1,0 .
VATE OF 9 s,c`
Op•,
r k k0 278
NAI 03/02/
2018 Maximum Bat
Chord Fames Per Ply fibs) Chords Tens.
Comp. Chords Tens. Comp. B - O
2496 -662 O - L 2513 -637 0-0
2505 -648 L - J 2219 - 599 Maximum Web
Forces Per Ply fibs) Webs Tens.
Comp. Webs Tens. Comp. C - L
346 -655 J - F 2285 -635 L - E
241 - 390 I - H 447 -1035 O - L
1410 - 346 I -F 440 - 966 IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS owre extreme
care in fa catin9, ha 1n9 shi inyla 11%and pbreae 'ng. ,
Refer
to fellow the latest union of ¢CSI (Building d 1r((
ormalion, TPI 8rha SBA rer ep Pnor t rfo"in t ndions Installe sh I.arQyhde terhporary r )Unl
no'''ted dltherwise t rd h8va eel u h nd bolt4 rr$ al
mar a
pn en g1d ceiling
Loceuons shovm foP pennanerrt " m f w s shal raar nn paa led . BGSIse ons 3, 7 or 10. e. _ gRd
i plates to Cacri face of truss and Position as a and ant JarrCt7elals, unless noted olherwrse. kefer to a division
of failure to build the V W
6230glity ALPINE, NE
MnWm#JlI
2400 Laake
Okange Dr. Suits Orlando
FL,
32337
Job Number. 19552 Ply. 1 SEON: 873121 / T8 COMN Cuss• R408 JReI: IWIIX4011010
SCOTT WEST COSTR /SCOTT WEST COSTR. SCOTT WEST Oty. 3 FROM: AH Draft. 061.18.1331.19133
Truss Lebec: Al2 KD / OF 03002/2018
r V 1. 4 24107
7 e'4• + T14 + SIN 4 3
4X.10
12 31
ep •
t+ •3Y4R11
x 1 f
IIl
9 e27H ,S%e
a 35 A a 312p
2TV
er11 esz eta ees
C10.11 13'1• 1eS1! 2411.12
I'1
4•
Loading Criteria (pst VVInd Criterla
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
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psi
Soffit 2•00 BCDL• 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h
Spacing: 24.0' C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP 02 Dense
Webs 2x4 SP #3
Plate ShIR Table
JT Plate Chord IT Plate Chord
No Size Shift Bite No Size Shift Bite
211 W3X8 2.66 R 1.25
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (139.Pt in PSF) DeflICSI Criteria Maximum Reacdons (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): 0.196 C 999 240 B 1046 / 98 / 594 / - / 205 18.0
Lu: NA Cs: NA VERT(TL): 0.545 C 809 180 G 961 178 / 511 /. /- 17.3
Snow Duration: NA HORZ(LL): 0.133 F Wind reactions based on MWFRS
HORZ(TL): 0.250 F 8 Min Big Width Req = 1.5
Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = 7.3
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.638 Bearings B & G are a rigid surface.
TPI Std: 2014 Max SC CSI: 0.999 Bearings 8 8 G require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.863
Members not listed have forces less than 3750FT/RT:0(0y0(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 902 - 2830 D - E NS -2015
C - O 639 -2018 E - F SW - 2465
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
8 - K 2526 - 779 J -1 2237 - SM
K - J 2538 - 771
Maximum Web Forces Per Ply pbs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 351 -705 I - F 2265 -679
0-1 1385 - 333 H - G 361 -948
J-E 253 -417 H-F 349 -879
p ; y1 P) t 'jr
N4r
110 278 9"4 wS/ONA1.
03/02/2018
M
3RTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ixtreU - oninbfval pUsnep, handlinst, ahi ng, 1 h
vPno otpedr(sotrru i
Refer toes fy I Stalltheedition of 'do (building
fi
r1ai da(
nord SB4w1 [br IatgralP M b( s1 shall have ng nSZJ1l per I sseha
ll terhPpl orOyY
f
rvY
at t t crussroarand posdi4 as a end on thhe nt-Detals, unless notedrdotherntse. Refer to
ibf and plate positions.
of ITW 8uu117dm_ aComporlerd Ir1C, shall not be res side for arty eviatio from this dr (g'at y failure to buildtheroe InANacceptancecates ,. for /
1rppTsh811pdprr1e. Installat nd b ra aft ssKt
p
seal on araMnng W. Cslve sulreblllty tgirawlnanymuttLrefterespWlslrnygin9eerg19s Ig srol alyAtNo bw Tn Tne ALPINE
MnWGDrua
2400
Lake OrarVe Or. Suite
150 Orlando
FL, 32837
Job Number. 19W Pty: 1 SEON 073118 / T30 COMN Cus, R408 JRaP 1WI114080110
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST O1y. 3 FROM: AH DwNo 061.18.1331.21707
Teas Label: A13 KD / OF 0300=018
T tJr tutu 2a'9'12
e,os '
x40
22712 21r. -T'f
2ST12
H I aTt1 es-s ESS
Ma
2e7
Fi
e,v„ ,rr ,evs 27.'a
e ' 2araSt2
Loading Criteria (ps) VAnd Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCOL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld. 37.00
EXP: C
Mean Height: 15.00 it
NCBCLL .00 TCDL: 4.2 psi
Soffit• 2.00 SCOL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist > 2h
Spacing: 24.0 C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP 03
Filler 2x4 SP 02 Dense
Puriins
Laterally brace BC at 24' oc in lieu of rigid ceiling.
Laterally trace SC above filler at 24' oc.
VAnd
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pt in PSF) Det1/CSl Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LN
Pf: NA Ce: NA VERT(LL): 0.248 1 999 240
Lu: NA Cs: NA VERT(TL): 0.688 1 671 180
Snow Duration: NA HORZ(LL): 0.180 G - -
HORZ(TL): 0.340 G
Code / Mise Criteria Creep Factor: 2.0
Bldg Code: FSC 6th.ed 201 Max TC CSI: 0.722
TPI Std: 2014 Max BC CSI: 0.850
Rep Factors Used: Yes Max Web CSI: 0.587
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
IAI t yr -:
10. ' P7* 1 72R •••..
0 278
4"° S;NIVAL EN
03/02/2018
Maximum Reactions jibs)
Loc R I /Rw /Rh /RL /W
8 1093 199 / 613 / - 1221 18.0
F 1006 / 78 / 540 / - /- / -
Wind reactions be on MWFRS
8 Min Brg Width Req = 1.5
F Min erg Width Req = -
Bearing 8 is a rigid surface.
Bearing 8 requires a seat plate.
Members not listed have to less than 3750
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-C 940-2N8 D-E 709 -2228
C - D 667 - 2228 E - F 967 - 2958
Maximum Sot Chord Forces Per Ply pbs)
Chords Tens.Comp. Chords Tens. Comp
8-1 2 V8 -796 H - G 2634 - 782
J -1 2894 -788 G - F 2616 -780
I- H 2653 -782
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
C -I 341 -665 I- E 335 -624
D - I 1541 -412
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i requ re extre care in fabricating, ha dli std n , installing and brapng. Refer to nd tyllow the latest edition of SCSI (Building
nenT 1.on bg TPI grta SB rCA)i oes poor to perfomnn t afunctons Inslalle s sh I"ode fete rryY
oer S!'UnZesnsi'notea dherwi top cFrord sha awtteabs st rrrsaaahaaagra tljinr nd bpoettom chord nmi p
icad nbgle oeglfin0gf ceastito9ns s a orpe n ent Ip Limon t O boveMn Id on r,CDelail I nI sBCSi s clothe rwigse. Referto'
Is 160A-Z%bfdard p positioeacnfaoens. d
1aoh0idrsivdviisionn
of
ITwW t
8ca'Ite'sn a nt$
G u
1
psph ell neo tstb(aeenaatrieg
resIM apfoor
nsaglnb
i evvisastieos from this d failuretobuildthe to .air In
ng for every strurre >1tplanisi ilillToifhe6u11ding DesRer'NprA r 1 on Fyj
The suiMDllky ALPINE NE wtawm
a. 2400
Lake Orange
Or. Suite 150 Orlando
FL, 32837
Job Number. 19552 Py: 1 SEON: 873115 / T25 COMN Cust: R408 JRef: 1WBX4080010
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST Oty 1 FROM: AH DrwNo: 061.18.1331 25460
Truss Label: A14 KO / OF 030020018
r 1 Y4• 1 eTe 20'5.12
r e•4• earo a 1rJ
Loading Criteria (psr)
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"
4x40
2e4'12
F 1' i 0711 e•5'Ws0711
5e, O'10'11 .4! lows .'
U2265'12
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: It
EXP: C
Mean Height: 15.00 R
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00It
Loc, from endwall: not in 9.00 R
GCpi: 0.18
Wind Duration: 1.60
Top lard 2x4 SP #2 Dense
Bot chord 2x4 SP 01 Dense
Webs 2X4 SP 03
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria fPg.Pf in PSF) oeflICSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden L/p Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.248 H 999 240 B 1093 199 / 613 / - 1216 18.0
Lu: NA Cs: NA VERT(TL): 0.688 H 671 180 F 1007 / 82 / 543 /- /- / 5.8
Snow Duration: NA HORZ(LL): 0.180 G Wind reactions based on MWFRS
HORZ(TL): 0.340 G B Min Brg Width Req = 1.5
Code / Mix Criteria Creep Factor. 2.0 F Min Big Width Req = 1.5
Bldg Code. FBC 61h.ed 201 Max TC CSI: 0.722 Bearings B 6 F are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.859 Bearings B 3 F require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.587
Metes not listed have forces less than 3759
FT/RT:O(Op0(0)
Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chards Tens. Comp.
WAVE VIEW Ver. 17.02.01A.1114.21
B - C 935 -2997 O - E 703 -2226
C - D 682 - 2227 E - F 951 - 2952
Maximum Bot Chord Forces Per Ply pbs)
Chords Tens.Comp. Chards Tens Comp.
B -1 2677 - 785 H - G 2650 - 771
1- H 2693 - 778 G - F 2830 - 778
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 342 -665 H - E 335 - 622
D - H 1540 -407
4 ,o :• MATE O'F i
F ••.........•• G
ro 278
9,ONA` EN
03/022018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qyf _
U esos
t,
me cam n fab iPl
to0hp rmldalirlg, ahr0
ng, i _ lin
pr9n« to peedrfomuvnehterraaaaona nldnnsfgd.. low tI Iatlerr$ shdst0iatil0nof ¢CSe (Building
rd aaLn
I
1
Sof
ac A) i mcr Prproperlbf w s shall ha thee 4rfrDetmlaed perBcSI se t,Ionsof
APgY o ales to lace truss position as own a and on Joi n' 1 ed otherwise. Refer to
Of
any
failure to build the
h, W. surtility
ALPINE
inewaa~
2400 Lake Orange Or
Suite 150
Orlando FL, 32837
Job Number. 19552 Ply. 1 SEON. 873143 / T9 SPEC Cust: R408 JRe. 1W8X408W10
SCOTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST Oty: 1 FROM: AH OrwNo: 061.181332.00067
Truss Label: At KID / OF 030022018
jF z t j,}F z 'I
1874
rt rt11 1Fi>
Sr 2r '4'12 2~+? i 1T ''1 2 '
2
sap
rr rr 2 av rt z zv z 7tre z rrt2
r
t r 2 t t F teov tev artrt2 zrtr2t '
I
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: II
EXP: C
Des Ld: 37.00 Mean Height: 15.00 R
NCBCLL: 10.00 TCDL 4.2 psi
Soffit: 2.00 BCDL 5.0 pst
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0' C&C Dist e: 3.00 it
Loc. from endwell: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top Gard 2x4 SP #2 Dense
Bat Gard 2x4 SP #2 Dense
Webs 2x4 SP 113
Plating NOW
All plates are 20 except as noted.
1 plate(s) require special positioning. Refer to
scaled plate plat details for special positioning
requirements.
Plate Shift Table
JT Plate Chard JT Plate Chord
No Size Shift Bite No Size Shift Site
41) W2X4 S 2.25 [54) W2X4 S 2.50
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Shim all supports to solid bearing.
Member to be laterally braced for horizontal wind bads.
bracing system to be desiged and fumished by others.
Snow Criteria (pa,pt In PSF)
Pg: NA Ct: NA CAT: N/
Pt: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Mise Criteria
Bldg Code: FBC 61h.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0Y0(0)
Plate Type(s):
WAVE
0ef11CS1 Criteria
PP Deflection in loci Udell LN
VERT(LL): 0.068 AF 9" 24
VERT(TL): 0.204 AF 999 18
HORZ(LL): 0.038 Y -
HORZ(TL)- 0.076 Y
Creep Factor. 2.0
Max TC CSI: 0.309
Max BC CSI: 0.445
Max Web CSI: 0.923
Maximum Reactions (lbs), or'=PLF
Loc R I /Rw /Rh /RL /W
8 607 / 209 / 330 / - / 254 18.0
Y 690 1132 1534 / - / - / 8.0
R' 77 130 / 47 / - / - / 127
Wind reactions be on MWFRS
8 Min Brg Width Req = 1.5
Y Min Brg Width Req = 1.5
R Min Brg Width Req = -
Bearings B. Y, & X are a rigid surface.
Bearings B. Y, & X require a seat plate.
Members not listed have forces less than 3759
VIEW Ver. 17.02.01A.1114.21 Maximum Top Chord Forces Per Ply jibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 776-1151 F-G 907 -1081
C - D 811 -1096 G - H 954 -1080
D - E 833 -1054 H -1 1010 -1040
E - F 903 -1100 I - J 385 - 88
ATE
Maximum Bat Chord Forces Per Ply jibs)
Chords Tens.Comp. Chords Tens. Comp.
8 -AG 989 -643 AF-AE 1017 -648
AG-AF 1006 -647
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AE-AH 1022 -725 I- W 202 -582
AH-AI 1009 -719 W -AN 203 -638
AI -AK 1019 -721 AN-X 230 -667
AK-1 1012 -715
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quext"mere i n
ta
ng dig• shipnin OalAand beor todstrto
ndr otdan
latest edi6onof
13CS eulldirg did Dail rrtdt
noto pnaDertneshal
nf
8risleat gral Mwebsshall) n nslled pons slallerglshpllons 3,fai PporreOfe1r0y,
it._ eyat6sto0 _ lace oftruss and position as own above and on JJJ000iii s. un ass rat otherwnse. Refer to Of ITW 8uil 'n
G I shell net be re ioonstble for deviation from this d a afailurre 0 buildherhos Yrttdt ANS a 1,. orforha
s
iiQ n'g' go r1ati arW bmci$, trusse al on oWln r The. - iMbil ALPINE NE wawme.wr 2400
LakeOrarge
Or. Suite
150 Orlando FL, 32837
Job Number 408
OTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST I Oly. 1 I FROM: AH
125 / T31 GABL I Dr 061.18R 4080010
14610
Truss Label: 601
t
t
t
S11"4 11'10'9
611"4 611"4
1'11"4 7
TYP) _
1 vi arts
1-4.12 710"4 3'1" 3'0'12 71018 1'412
710"4 S11"4
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCOL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
SCOL: 10.00 Risk Category: 11
EXP: C
Des Ld: 37.00 Mean Height: 15.00 it
NCBCLL: 10.00 TCOL: 4.2 psi
Soft: 2•00 BCDL: 5.0 psi
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 lard 20 SP #2 Dense
Sol Chord 2x6 SP 02
Webs 2x4 SP #3 :W2, W6 2x4 SP #2 Dense:
Special Loads
Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25)
TC: From 56 plf at 1.40 to 56 pit at 13.27
BC: From 4 plf at 1.40 to 4 ptf at 0.00
BC: From 20 ptf at 0.00 to 20 ptf at 2.48
BC: From 10 ptfat 2.48 to 10 plfat 6.48 BC: From
20 ptf at 6.48 to 20 plf at 11.88 BC: From
4 pit at 11.88 to 4 pit at 13.27 BC: 1006
lb Conc. Load at 2.48. 4.48. 6.48 Plating Notes
All plates
are 2X4 except as noted Plain Shift
Table JT Plate
Chord JT Plate Chord No Size
Shift Bite No Size Shift Bite 41 W3X6
S 3.50 [ 71 W4X6 3.50 L 2.50 151 W3X6
S 4.00 [201 W3X4 2.25 R 1.25 251 W3X6
S 3.25 Wind Wind
loads
and reactions be on MWFRS. Additional Holes
See OWGS
A1401SENC101014 3 GBLLETIN1014 for gable wind
bracing and other requirements. any u
Snow
Criteria (
Pg,Pr in PSF) DefUCSI Criteria Maximum Reactions (Ibs) Pg: NA
Ct: NA CAT: NA PP Deflection in loc Udell L#t Loc R / U / Rw / Rh / RL / W Pf: NA
Ce: NA VERT(LL): 0.045 N 999 240 P 2389 / 334 I - I- / - 16.5 Lu: NA
Cs: NA VERT(TL): 0.120 N 999 180 W 1657 1272 / - /- /- / 8.0 Snow Duration:
NA HORZ(LL): 0.015 0 Wind reactions used on MWFRS HORZ(TL).
0.027 D P Min Brg Width Req = 2.8 Code / Mlsc
Criteria Creep Factor. 2.0 W Min Brg Width Req = 2.0 Bldg Code:
FBC 6th.ed 201 Max TC CSI: 0.390 Bearings P 3 W are a rigid surface. TPI Std:
2014 Max BC CSI: 0.952 Bearings P 8 W require a seat plate. Rep Factors
Used: Yes Max Web CSI. 0 690 FTIRT:O(
Ou0(0) Members not
listed have forces less than 3750 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 - E
335 - 2807 E - H 261 -1960 Maximum Bat
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. O - M
1983 -238 M - K 1983 - 238 Maximum Web
Forces Per Ply (Ibs) Webs Tens.
Comp. Webs Tens. Comp B - P
341 -2273 E - K 64 464 B-O
2 (15 -298 K-H 1814 -229 O - E
835 - 68 H - J 286 -1635 E - M
1505 -143 e ,01.
YA[ t Ur 0 278
OIVAL 03/02/
2018 LLL CONTRACTORS
INCLUDING THE INSTALLERS installing and
bracing. , Refer to and follow the latest edition of 13CSI Building Bceoes aottr
to perfor-M ngr8teesse rrIt I nus ootsd124t0allllsshIaldeteisrnwebsshall
hu b Joi4rrCDetal"
Is, u'n. noteeddMf rwrse. ReSfe rtto' as aboveandontenotbe
respons ple for any eviatifrom this drn failure to build the r Ilall dn
and braer1 t A 1 on tg 1or rd ver PuMil l 1.4g@rin9fespoRsibiysoley_ _ot-r_ga18n gTnaSYIyAIPLNE
2400 LakeOrange
Dr. Suite 150 Orlando
Fl, 32837
Job Numb . 19552 Ply: 1 SEON: 873146 / T1 GABL
I
Cuss R4011 JReI: IWU40MIO
SCOTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST Oty 1 FROM: AH OrwNo: 061.18.1332.18M
Truss A : 802 1 1 KD / OF 03M212018
T4' 14'r
T4' + T4'
7 --1
1YP)
F 34' m4E h 1'10'4 —{
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure. Closed
13CDL: 10.00 Risk Category: II
Des Ld: 37.00DesLd: 37.
00
EXP: C
Mean Height: 15.00It
TCDL• 4.2 psi
Soffit: 2.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0' CSC Dist a: 3.00 R
Loa from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP 02 Dense
Bat chard 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 CdC
member design.
Additional Notes
See DWGS A14015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
IMPORTANT" FURNISH THIS
a division of
Snow Criteria (Pq.Pf in PSF) Oe111CS1 Criteria Maximum Reactions (lbs), or •=PLF
Pg: NA Cl: NA CAT: NA PP Deflection in toe Udell L/# Loc R / U / Rw / Rh / RL / W
Pf. NA Ce: NA VERT(LL): 0.008 E 999 240 8 235 / 88 / 118 / - / 145 / 8.0
Lu: NA Cs: NA VERT(fL): 0.021 E 999 180 e' 62 / 15 / 28 / - / - 1160
Snow Duration: NA HORZ(LL): 0.007 K - - 1 204 / 80 1166 / - / - / 8.0
HORZ(TL): 0.014 K Wind reactions based on MWFRS
Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5
Bldg Code: F8C 6th.ed 201 Max TC CSI: 0.215 B Min Brg Width Req = -
TPI Std: 2014 Max BC CSI: 0.070 1 Min Brg Width Req = 1.5
Rep Factors Used: Yes Max Web CSI: 0.193 Bearings 8, 8, & I are a rigid surface.
FT/RT 0 0 0 Bearings B. 8, & I require a seal plate.
P-%)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
4 A 1 t ur ••" t
6,4 OR P•`
0 278 NAI
03/02/2018
Members not listed have forces less than 3750
INCLUDING THE INSTALLERS
Refd f9illow the latest edid?n of BCSI Buillding
ndkarrfldd fr « aale
failure to build
g
the
V 1e suttatINly
inmvarwwr
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
OTT WEST COSTR. ISCOTT WEST COSTR. SCOTT WEST I City.. 3 I FROM: 8AH73060 / T18 JACK
I DrwNo, 061.18R 4080010
22610
Truss Label: CJ7
12
C6F77'
T
1
1'
1'4r'
1'
Loading Criteria (psi) Wind Criteria Snow Criteria (a9.a in PSF) Del C:SI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA
SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA
BCDL: 10.00 Risk Category: II Snow Duration: NA HO
Des Ld: 37.00 Mean Heigh: 15.00 itHORZ(TL): 0.000 D
NCBCLL: 10.00 TCDL• 4.2 psi
Code / Misc Criteria Creep Factor. 2.0
Soft: 2•00 BCDL: 5.0 psi Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.243
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.030
Spacing: 24.0 C&C Dist a: 3.00 fl Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:O(Oy0(0)
GCpi: 0.18 Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WindDuration: 1.60 WAVE
Top chord 20 SP #2 Dense
Sot chord 20 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d comran(0.16M.5'too-"Is at top chord.
Provide (2) 16d oommon(0.162"x3.5") toe -nails at bottom chord.
yIAi t yr iAk
0 278
ss oNA`
03/02/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL
to
a division of
THE INSTALLERS
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
8 201 / 79 1169 / - / 37 18.0
D 9 /14 /19 /- I- 11.5
C -36 / 44 132 / - / - 11.5
Wind reactions based on MWFRS
8 Min Big Width Req = 1.5
D Min Big Width Req - -
C Min Big Width Req = -
Bearing B Is a rigid sudaoe.
Bearing 8 requires a seat plate.
Members not listed have forces less than 3759
of
14,64,
ALPINE
mvas.un
24M Lake Orange Dr.
Suite 150
Orlando FL, 32W
SCOT MES CCOSTR /SCOT WEST COSTR. SCOTT WEST I W. 2 I FROM, AM
2 / T27 JACK
I
Crust• RR
061.18R1332.2
4080010
JIA
12
6 F7
I11
M
O_
Loading Criteria (Ps0 Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
SCOL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00 Mean Height: 15.00 it
NC8CLL: 10.00 TCOL: 4.2 psi
Soffit: 2.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00It
Loc from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
C
3
12
8"
8"
T 8'6"11
M
4"
F.d
Snow Criteria (Po.Pr in PSF7 D&wCSI Criteria Maximum Reactions (lbs)
Pa: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pr: NA Ce: NA I VERT(LL): -0.000 D 999 240 8 201 / 79 / 154 1. 138
Lu: NA Cs: NA VERT(rL): -0.000 O 999 180 D 9 / 15 116-
Snow Duration: NA HORZ(LL): -0.000 D - - C -35 142 / 30
Code / Mlsc Criteria
Bldg Code: F8C 6th.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Top chord 2x4 SP 92 Dense
Sot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional CBC
member design.
Additional Notes
Shim all supports to solid bearing.
Provide (2) 16d oommon(0.162"x3.5) too -nails at top chord.
Provide (2)16d oommon(0.162 x3.5") too -nails at bottom chord.
HORZ(TL): 0.000 0 Wind reactions be on MWFRS
Creep Factor. 2.0 8 Min Brg Width Req = 1.5
Max TC CSI: 0.243 D Min Brg Width Req = -
Max BC CSI: 0. C Min Brg Width Req = -
Max Web CSI: 0.000 Bearingring 8 is a rigid surface.
Bearing 8 requires a seat plate.
VIEW Ver. 17.02.01A.1114.21
S,.01. >y'IAIt ur •.
P.•'
N0 27s
ss ONAI
03/02/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
any
tion as snown above and on
shall not be resoonside for a
18.0
1.5
1.5
Members not listed have forces less than 3750
failure to build the
t f W. efflatiIfly
ALPINE
nRWCO r
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
IVYBX
I OTL VST COSTR. /SCOTT WEST COSTR. SCOTT WEST I Oty. 3 I FROM: /
T17 JACK
IDmft: R61.18..11332.2
4080010
Tn=
T
Loading Cdbria Gwo Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL 0.00 Enclosure: Closed
BCOL: 10.00 Risk Category: II
EXP: C
d: .00DesLd: 37es37.00
Mean
Height: 15.00 ft NCBTCDL:
4.2 psi San:
2.00 BCDL: 5.0 psi Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing:
24.0' CSC Dist a: 3.00 ft Loc.
from endwall: Any GCpi:
0.18 Wind
Duration: 1.60 Top
lard 2x4 SP #2 Dense Bot
lard 2x4 SP 92 Dense 3'
T
C
T77
9'
6"11 0
to
Snow
Criteria (ft.Pt in asF) oefVCSI Criteria Pg:
NA Ct: NA CAT: NA PP Deflection in Ix Udell Ull Pf:
NA Ce: NA VERT(LL): NA Lu:
NA Cs: NA VERT(TL): NA Straw
Duration: NA HORZ(LL): 0.001 D HORZ(
TL): 0.001 D Code /
Miec Criteria Creep Factor. 2.0 Bldg
Code: FBC 61h.ed 201 Max TC CSI: 0.276 TPI
Std: 2014 Max SC CSI: 0.068 Rep
Factors Used: Yes Max Web CSI: 0.000 FTIRT:
0(Ou0(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'too-nails at top dent. Provide (
2) 16d comnan(0.167k3.5) toe -nails at bottom chord. IMPORTANT"
FURNISH THIS a
division of ALL
a ,
o :• MATE OF O
NO278,
9h4
0NAL 03/
02/2018 to
Maximum
Reactions Jibs) Loc
R / U / Rw / Rh / RL / W 8
222 / 59 1167 I - 170 / 8.0 D
50 / 1 140 / - / - 11.5 C
59 133 123 / - I - / 1.5 Wind
reactions based on MWFRS 8
Min Brg Width Req = 1.5 O
Min Brg Width Req = - C
Min Big Width Req = - Bearing
B is a rigid surface. Bearing
8 requires a seat pate. Members
not listed have faces less than 3750 Of
ALPINE
ff*'
O' r 2400
Lake Orange Or Suite
150 Orlando
Ft, 32837
IJob
Number. 19= Ply: 1
OTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST I Oty. 1 I FROM, AH /
T15 JACK
I Im
R 06 8.R1332.3102D
010
Truss Label: C.13A
12
t38
T
14
A
I 6.
C
1113X6(G1)
Loading Criteria (pall Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 000 Enclosure. Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37esd: D.00 Mean Height: 15.00 fl 00
NCBTCDL: 4.2 psf Soffit:
2.00 BCDL 5.0 psi Load
Duration: 1.25 MWFRS Parallel Dist: 0 to 11/2 Spacing:
24.0" C&C Dist a: 3.00 It Loc.
from endwall: Any GCpi:
0.18 Wind
Duration: 1.60 i .
Y4" 2'
1"4 4-
Snow
Criteria (Poo in PSF) Defics Criteria Maximum Reactions (Ibs) 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): NA A 88 / 8 155 / - / 37 1.5 Lu:
NA Cs: NA VERT(TL): NA C 45 13 / 33 / - I - 1 5 Snow
Duration: NA HORZ(LL): 0.000 C 8 61 136 / 29 / - / - 1.5 HORZ(
TL): 0.001 C Wind reactions based on MWFRS Code
I Mise Criteria Creep Factor. 2.0 Bldg
Code: FBC 61h.ed 201 Max TC CSI: 0.124 Members not listed have forces less than 375# TPI
Std: 2014 Max BC CSI: 0.074 Rep
Factors Used: Yes Max Web CSI: 0.000 FT/
RT:O(Oy0(0) Plate
Type(s): WAVE
VIEW Ver. 17.02.01A.1114.21 Top
chord 2x4 SP 02 Dense Sot
chord 2x4 SP #2 Dense U
Stub wedge 2x4 SP 83: Wind
Wind
loads based on MWFRS with additional C&C member
design. Additional
Notes Provide (
2) 16d oommon(0.162'k3.57 toe -nails at top chord. Provide (
2) 16d oommon(0.162 x3.5'toe-nails at bottom chord. Vr ••
p OR
P,.•',
0
278NAI 03/
022018 IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS to
and follow the latest edition of xis
e}s, ti i V RN
I
efit° A
PL
INE failureto
build the Vr The
SPUMIfly 2400 Lake Orange Dr. Suite 1
so YV.awn4
IM www.iccsee.org Orlando FL, 32837
OTT WEST COSTR. /SCOTT WEST COSTR SCOTT WEST I Oty. 1 I FROM: AN
4 / T28 EJAC
I OrwNo: 061.18.
1 401i0010
Truss Label: EJ3
C
T 12 T SIVA 1
s
B
o
in 8711
i _2
A
2X4(A11 a 3
Loading Criteria (pat)
TCLL: 20.00
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'
Ir"I
8rr 2'w
1 r4r
Y
814 3'
VVInd Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loa from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP 02 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pa.pr"aSF)
Pg: NA Cl: NA CAT: NA
Pf: NA Ce: NA
DoWCSI Criteria
PP Deflection in too Udell L/#
VERT(LL): 0.001 O 999 240
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
B 223 159 / 150 / - / 75
Lu: NA Cs: NA VERT(TL): 0.003 D 999 180 D 51 / 1 / 40 1-
Snow Duration: NA HORZ(LL): 0.001 D - C 59 / 35 / 23 / - / -
HORZ(TL): 0.001 D
Creep Factor. 2.0
Wind reactions be on MWFRS
8 Min Big Width Req = 1.5Code / Misc Criteria
Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.243 D Min Brg Width Req - -
TPI Sid: 2014 Max BC CSI: 0.063 C Min Big Width Req = -
Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigidseat
p BearingBaserequiresaatplate. FT/RT.
o(oyo(o) Plate Type(
s): WAVE Additional
Notes
Shim all
supports to solid bearing. 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. VIEW Ver.
17.02.01A.1114.21 3,o
MATE OF Q ORO a0
278
s`r ONAI 03/022018
W Members
not
listed have forces less than 375# INSTALLERS is
then
Ijersttee ililon of PCCSI (Building per BCµsg"
aarlhCrwraall se. do
te
mRporoy
i. unless
eel
e(er? failure to build
the Vr ie suUt,
lity ALPINE NE nnwonwm
2400Lake
Orange
Dr. Suite 150 Orlando
FL, 32837
Job Number Cust 08
OTTTT WEST COOSSTR. /SCOTT WEST COSTR. SCOTT WEST I Citty. 2 I FROM: 873070 / T22
MONOI Or O 1.118 332
10
Truss I- : EJ44
Loading Criteria (psi) 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: C
Des Ld: 37.00 Mean Height: 15.00 It
NC8CLL: 10.00 TCDL: 4.2 psi
Soffit: 2.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0' C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP 92 Dense
Bot chord 2x4 SP 82 Dense
Wind
Wind Wads based on MWFRS with additional C&C
member design.
C
8" 3'8"
W. 4'4"
11
Snow Crtterls (Pg.Pr in PSF) DefUCSI Criteria Maximum Reacflons (Ibs)
Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl LHI Loc R / U / Rw / Rh / RL / W
8 267 164 / 176 / - 199 18.0Pf: NA Ce: NA VERT(LL): 0.003 0 9" 240
Lu: NA Cs: NA VERT(TL): 0.010 D 999 180 D 77 12 / 56 / - / - / 1.5
Snow Duration: NA HORZ(LL): 0.002 D - C 99 155 / 44 / - / - / 1 5
HORZ(TL): 0.004 D
Creep Factor. 2.0
Wind reactions based on MWFRS
8 Min Big Width Req = 1.5Code / Misc Criteria
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.208 D Min Brg Width Req = -
TPI Std: 2014 Max BC CSI: 0.155 C Min Brg Width Req = -
Rep Factors Used: Yes Max Web CSI: 0.000 Bearing 8 is a rigid surface.
Bearing B requires a seal pate. FT/RT:0(0y0(0)
Plate Type(s): Members not listed have forces less than 375M
VIEW Ver. 17.02.01A.1114.21WAVE
Addidonal totes
Shim all supports W solid bearing.
Provide (2) 16d oommon(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
a division of
TPI 1. or for r
accence
arty sguicture
M
s,p.• .1AIC Vr
0 278 DNA`
03/022018
ALL CONTRACTORS INCLUDING THE INSTALLERS
1, installina and bracina. Refer to and follow the latest edition of
ALPINE
ir,mmwvrc
2400 Lake Orange Or
Suite 150
Orlando FL, 32837
I OTTTWESTE OSTR. /SCOTT WEST COSTR. SCOTT WEST I Oy. 6 I FROM:873058 /
T20 EJAC I
OiwNo: 061.18R332.= 0010
15
Loading
Criteria (psi) Wind Criteria TCLL:
20.00 Wind Std: ASCE 7-10 TCDL
7.00 Speed: 139 mph SCLL
0.00 Enclosure: Closed BCDL:
10.00 Risk Category:11 EXP:
C Des
Ld: 37.00 Mean Height: 15.00 It NCBCLL:
10.00 TCDL: 4.2 psi Soffit:
2.00 BCDL 5.0 psi Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing:
24.0 C&C Dist a: 3.00 ft Lac.
from endwall: not in 4.50 ft GCpi:
0.18 Wind
Duration: 1.60 C
5'
5'
10'
6"11 c+>
0
04
P
8'
Snow
Criteria (P9.Pt in PSF) DeWCSI Criteria Maximum Reactions jibs) Pg:
NA Ct: NA CAT: NA PP Deflection in loc Udell Ulf Loc R / U / Rw / Rh / RL / W Pf:
NA Ce: NA VERT(LL): NA 8 288 / 68 1207 / - / 103 18.0 Lu:
NA Cs. NA VERT(TL): NA D 89 / 3 / 63 / - / - / 1.5 Snow
Duration: NA HORZ(LL): 0.004 D C 116 163 153 / - I - 11.5 HORZ(
TL): 0.007 D Wind reactions based on MWFRS Code /
Misc Criteria Creep Factor. 2.0 8 Min Big Width Req - 1.6 81dg
Code: FBC 6th.ed 201 Max TC CSI: 0.264 D Min Brg Width Req = - TPI
Sid: 2014 Max BC CSI: 0.223 C Min Big Width Req = - Rep
factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing
8 requires a seat plate. FT/
RT:O(Oy0(0) Plate
Type(s): WAVE
VIEW Ver. 17.02.01A.1114.21 Top
cord 2x4 SP p2 Dense Sol
chord 2x4 SP #2 Dense Wind
Wind
loads based on MWFRS with additional C&C member
design. Additional
Notes Provide (
2) 16d oommon(0.162'k3.5) toe -nails at top chord. Provide (
2)16d common(0.162 x3.5) toe -nails at bottom chord. ATE
dF NO
278 03/
02/2018 WARNING'
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS euire
extreme care in fabricating. handlinci. shivoina. installing and bracina. Refer to and follow the latest ec Members
not listed have forces less than 3750 of
At
p''nq. a di on or ITW B rildina Components G InC shall nQt De ie pons bl8 for any eviali0 hom Ihis a v railure to buu Idthe ifu$s
m gpmpmr oe wndhl IVSIfTP p, tor or 6 p sMpprrig.er nslallggaeebriongganttde bg nsflrussesA 6 Oslo @B y ?r 4 v0 su &tIIHy and se
is I InavNng any sbucWre ie responsiblIitoiCie 13ullding Des gthlearWe A 1 s a....M..
N.
e,...w.... . ww w........... n......N e....,.e .x..• a clue• .. .i..x..M...• tnr .......J..w .....•ear.• ......w.M.M...• irr• ...., w•..n 141116111.1, ALPINE
M(FW0
was
2400 Lake Orange
Dr. Suite 150 Orlando
FL, 32837
Job Nurnbei.
SCOTT WEST COOSSTR. /SCOTT WEST COSTR. -SCOTT WEST I Oty. 1 I FROM: AH /
T29 HIP_
I 05 8.1332.33 2953 i
10
Truss Label: HJ3
C
12 T 906"6
4.24
V
8'7" B e
D iv
T - I r8'
A
2M(A1) 0 2.12
12
10"9 3'3"10
1'10"10
10"9 4'2"3
Loading Crfterta (psg Wind CrtOeAa Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reacdons jibs)
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in toe Udell LJ# Lac R / U / Rw / Rh / RL / W
B / / - / - / - / 1TCDL7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): -0.003 D 999 240
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT LT): 0.010 D 999 180 1 /8 /t.5071 /- /- s
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - - C 31 114 / - / - / - 11.5
Des Ld: 37.00
EXP: C HO L 0.003 D Wind reactions based on MWFRS
Code / Misc CriteriaCodeNCBCLL: 10.00
Mean Height: 15.00 It
TCDL: 4.2 psf
Factor. Creep Factor 2.0 B Min Brg Width Req = 15
Soffit: 2.00 BCDL' 5.0 ps1 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.089 D Min Brg Width Req = -
C Min Br Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.128
Bearing 8 iss rigid at . Sparing: 24.0' C3C Dist a: 3.00 It Rep Factors Used: YesRep Max Web CSI: 0.000 B requires a seuiresaseat plate. p
Loa from endwall: Any FT/RT:O(Ou0(0)
GCpi: 0.18 Plate Type(s): Members not listed have forces less than 3750
VIEW Ver. 17.02.01A.1114.21WindDuration: 1.60 WAVE
Lumber
Top chord 20 SP #2 Dense
Bat chord 2x4 SP #2 Dense
Special Loads
Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 0 ptfat -1.89 to 55 pit at 0.00 TC:
From 2 plf at 0.00 to 2 ptf at 4.18 BC:
From 0 ptf at -1.89 to 4 ptf at 0.00 BC:
From 2 ptf at 0.00 to 2 ptf at 4.18 TC: -
22 lb Cori. load at 1.41 BC:
18 lb Cone. load at 1.41 Wind
Wind
loads and reactions based on MWFRS. Additional
Notes Shim
all supports to solid hearing. Provide (
2) 16d common(0.167 x3.5") toe -nails at top chord. Provide (
2) 16d common(0.162 41") toe -nails at bottom chord. WARNING"
READ AND FOLLOI IMPORTANT"
FURNISH THIS DRAWING TO a
division of any
U1
J
AT
E 9p'•.•'
c4 \4P•.•' 0
279 pNAI EN 03/
02/2018 INCLUDING
THE INSTALLERS Refer
to and follow the latest editi of (3CSI Building urtan
ttlh ng FQarl nhdaevetr°e' have
braor ng ans[glled per I sections $ B3, 9or1on
th J rKDetall's unless noted otherwise. Refer to rc
arryo(deviation from this d , aj failure to build the Mnagrbj12F o 'h gs $Fov n rwie suability, ALPINE
NEw
mvmw n 2400
Lake Orange Or. Suite
150 Orlando
FL, 32837
Job Nuffdw.
OTT WEST COS . /SCOTT WEST COSTR. SCOTT WEST I Oty.. 2 I FROM: 8AH73066 / T21 HIP_
I DrwNo 061.18R 40t30010
42083
Trims Label: HJ5
1'10"10
7'0"2
7'0"2
Loading Criteria (psq
TCLL: 20.00
TCDL 7.00
BCLL: 0.00
BCOL: 10.00
Des Ld: 37.00
NCSCLL• 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0'
Wind Crimria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure. Closed
Risk Category: II
EXP: C
Mean Height: 15.00 fl
TCOL 4.2 psi
BCDL 5.0 psi
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.0011
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top Gard 2x4 SP 92 Dense
Bot Gard 20 SP #2 Dense
Special Loads
Lumber Our.Fac =1.25 / Plate Dur.Fao.=1.25)
TC: From 0 pti at -1.89 to 55 pif at 0.00
TC: From 2 plf at 0.00 to 2 plf at 7.01
BC. From 0 plf at -1.89 to 4 pit at 0.00
BC: From 2 plf at 0.00 to 2 ptf at 7.01
TC: -22 lb Coro. load at 1.41
TC: 118 Ib Cona load at 4.24
BC: 17lb Conc. Load at 1.41
BC: 100 lb Cora. Load at 4.24
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Py.Pf in PSF)
Pg: NA CI: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mise Criteria
Bldg Code: FBC 6th.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
PT/RT:O(0Y0(0)
Plate Type(s):
WAVE
Additional Notes
Provide (2) 16d common(0.162"x3.5) toe -nails at top Gard.
Provide (2) 16d common(0.16ZL4.5") toe -nails at bottom Gard.
DewCSI Criteria
PP Deflection in lot Udell Up
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.008 O
HORZ(TL): 0 018 0
Creep Factor. 2.0
Max TC CSI: 0.495
Max BC CSI: 0.457
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1114.21
Q A ATE
0 278N,5/01VAL
03/02/2018
C
10'6"6
V
Cn
8'
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 238 / 142 / - / - / - 110.6
0 124 /9 /- /- /- 11.6
C 70 /37 /- /- /- /1.5
Wind reactions based on MWFRS
8 Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seal plate.
Members not listed have fortes less than 3750
IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qu re exlrclne ca(o in (abn tin , Airg, sfu installing and bang.. Refers and fdlow the latest edili0n of SCSI Buildidetvrdbyp ) fbrrBGroes or top r(e onro ese furktions Install sh I de to
r S) "UN Hated cA se rd sh prnaltached n oatlhsttgaltpn nd batl lRarGsardal a e
ggad oafingg sxauors s foitpe ermanef t lateral rest M b(w bs shot br8 nq n5g led @r et::51 sectors or Bt ,
8e.. AP V Wates to ace o truss anA position a s bove and o t e Join! Details, unless noted otherwise. Refer to
Of
any
failures to buuiilldgI
ir Ttree sutrebUHy
A IPLNE
wmvmw,a
2400 Lake orange Dr.
Sure 150
Orlando FL. 32837
OTT WEST COSTR. /SCOTT WEST COSTR. -SCOTT WEST I Oty. 1 I FROM:AH
873068 / T14 MONO
Or 40061.18R p4080010TrussLabel: J4GOF
T
4"11
L
1112X4
B
12
62p
io
CV
A
8'
C
2X4(A1) 1112X4
Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
SCOL: 10.00 Risk Category: It
EXP: C
Des Ld: 37.00 Mean Height: 15.001t
NCBCLL: 10.00 TCDL: 4.2 pst
Soffit: 2.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Sparing: 24.0 C&C Dist a: 3.00 R
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bat chord 2x4 SP 92 Dense
Webs 2x4 SP #3
Special Loads
Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at 0.00 to 56 ptf at 4.24
BC: From 20 ptf at 0.00 to 20 ptf at 4.24
BC: 88 lb Conc. Load at 2.33
Wind
Wind loads and reactions be on MWFRS.
Right end vertical exposed to wind pressure.
Deflection meals L/240.
4715
4715
Snow criteria (Py.Pt In PSF) Defl/CSl Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.004 C
HORZ(TL): 0.007 C
Code / Mlsc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.255
TPI Std: 2014 Max BC CSI: 0.337
Rep Factors Used: Yes Max Web CSI: 0.058
FT/RT:o(ouo(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
eogk-,N
i
ATE
OR%Vt
o 278v `SSNAI t;
03/02/2018
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
A 207 /65 /- /- /48 /6.9
C 202 / 37 / - /- /- / 1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
Bearing A is a rigid surfaoe.
Bearing A requires a seat plate.
Members not listed have forces less than 375#
g—
IMPORTANT— FUfRpNIISH THIS DRAWING TO ALL CONTRACTORS INCLUDINng. Refer to
GnTHE INSTALLERS
d follow the latest on
porary
Ae "
ueMoon TPoyp
ot
anshed oorrt Tiffinj om
o(" r1'shal
n
sheat'
in g les d1sh 913de eno'nd' id
fin tionseonasaveranP .erwise. Refer to' at"bove andontheJoiriCDetmis. tin ass not a division of
any failure to
build
the V` W.P.
M1Ifly ALPINE M.WG)~
2400
Lake Orange
Or. Suite 150 Orlando
FL, 32837
08 st.
OTT WEST COSTR. /SCOTT WEST COSTR. SCOTT WEST I Oty.. 1 I FROM: AH
8 / T19 HIPM
I Dr*No 40061.19R1 W8X40t30010
Truss Lebef: JH3
T
b
l
a =
3X4D
Q 3
12
i 4'4"
1,4" ---j 1
r "
2 5"8 1'2'8
8
3' 1 4'4"
Loading Criteria (par) 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: C
d: .00DesLd: 37esMean Height. 15.00 fl 00
TCDL 4.2 psf Soffit:
2.00 SCOL 5.0 psf Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing:
24.0 C&C Dist a: 3.00 fl Loc.
from endwall: Any GCpi:
0.18 Wind
Duration: 1.60 Top
Chord 20 SP #2 Dense Sot
Chord 2x4 SP #2 Dense Webs
2x4 SP #3 Special
Loads Lumber
Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC:
From 56 ptf at -1.33 to 56 pH at 4.33 BC:
From 4 pit at -1.33 to 4 pit at 0.00 BC:
From 21 pff at 0.00 to 21 ptl at 3.13 BC:
From 20 ptf at 3.13 to 20 ptf at 4.33 TC:
90 lb Conc. Load at 3.03 BC:
122 lb Conc. Load at 3.03 Hangers
I Ties J)
Hanger Support Required, by others Puriins
In
lieu of structural panels use pudins to brace all flat TC (
d 24" oc. Wind
Wind
loads and reactions be on MWFRS. 8'
76 fje'
N 1
e Snow
Criteria (Poo in PSF) Defl/CSI Criteria Maximum Reacdons (lbs) Pa:
NA Ct• NA CAT PP Deflection in loc Udell LI# Loc R I U / Rw / Rh / RL / W Pf:
NA Ce: NA VERT(LL): 0.003 C 999 240 8 333 / 118 I- I- I - Lu:
NA Cs: NA VERT(rL): 0.009 C 999 180 E 289 177 / - /. / - Snow
Duration. NA HORZ(LL): 0.002 E Wind reactions based on MWFRS HORZ(
TL): 0.003 E B Min Brg Width Reg = 1.5 Code /
Misc Criteria Creep Factor: 2.0 E Min 8rg Width Req = - Bldg
Code: FBC Glh.ed 201 Max TC CSI: 0.147 Bearing 8 is a rigid surface. TPI
Sid: 2014 Max BC CSI: 0.146 Bearing 8 requires a seat plate. R
Factors Used: Yes Max Web CSI. 0142 18.
0 Members
not listed have forces less than 375# FT/
RT:0(0y0(0) Maximum Top Chord Forces Per Ply (Ibs) Plate
Type(s): Chords Tens.Comp. WAVE
VIEW Ver. 17.02.01A.1114.21 8 -
C 111 -378 4
AAF--p,S Oa•
JP VATE
O'F v OR
P,.`
k, 6
0
278'AI 00 EN
03/
02/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses
require extreme care in fabricalin9, h dkn f, shi Installing and braCin .Refer to and follow the I est It,gn of CSI (Building Corn
enf Information. bar TPI prld SFEA) for l' oes or to perfor 'ng these fyr)ctions Installers sh I de Lein ra brae
f Unless noted olherwlge,top chord sf1 attachestrpcttrrQl shpatgl rid bottOfrl Chor al a ells
Id oeI(ing p ons sho m nor rmane atrlral nt webs s Ina raang nrt aaalleder BGSI se 49. 7 or 1 a
ice e. qpp at q t ea i feoe ofruss end posriion as above and on t JoirlfDetal'Is, unless noted otherwise. Refer to Al
t
16OA-Z fbfstandard plate positions. ALPINE AladivisionofITW8uildinaComponerrtsGIriC. shall nyl be regponside for any deviction from this rrr wwwiill g al v failure to bu11d the i'
tr{s In gprifpnnapoe vrl AIJSI/TPl 1, or of r ha h shippirep, Irts llatdn and bracing rH trusses al on iraynng or fiver pail 1
Orange
snratsnnQhlcafasBCC@ricetoneraoarin9respaislD1-(y Bola r 8s n gnoNTn The su 2400 Lake Ora Or. and
use Of f11is afewing for any SVUCture responsfbilof me 6uildlilg Des grfer A 7 2• Orlarbp
FL 32837 Fartl0fekMormMionteeNissnelasaMIDefOvieDsDes. AIPINE. wr. .com• TPI: vns.r. • SBCA rw.aOtlnAu wm ICC• wr.k:aaq
Gable Stud Reinforcement Detail
ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
On 120 mph Wind Speed, 15, Mean Height, Partially Enclosed, Exposure C, Kzt - !AD
Orr 120 rlph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt w 1.00
On 100 mph VbW Speed, IT Neon Height, Partially Enclosed, Exposure D, Kzt w 1.00
2x4 Brace
Gable Vertical
pacing Species I Grade
No
Braces
1) 1x4 'L' Brace U 2x4 'L' Brace 2) 2x4 •L' Brace 1) 2x6 'L' Space b 2x6 'L' Brace as
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
HE
01 / 02
03 4' V 6' 7• 7' 1' 8' 6' e' 10, 10, 1' 10' 6' 13' 4' 131 10' 14' V 14' o•
Stud 1' 6' 7' 7' 0' 8' 6' e' 10, 0' 1' 10, 6' 13' 4' 13, 10, 14' 01 14' 01
Standard— 4' 1• 5' e• 6' 01 7' 7' 8. 1' 10, 1' 10' 6' 11. 1G• 1r 9' 14' 01 14' 01
S P
DFL
01 4' 6' 7141 7' 8' 8' e• 9' W 10' 41 10' 9' 13' 81 14' D• 14' V 14' Or
02 4' 3' 7' 3- 7' 7' e• 70 e' 11' IV 3' 10' e' 13' 6• 1 14, 0• 14' V 14. 0•
e3 4' a 6' 0' 6. 4- 7. 11' e' 6' 10 r 10, 7' 12' 5' 13' 4' 14' 0' 14' 0'
Stud 4' 2' 6' 01 6' 41 71111 6' 6' IV 2' IV 7' Ir 5' 13' 41 14. 0' 14' 0•
Standard_4' Of 5' 3' 5' 7- 7• o' T 61 9' 61 10, 2' II' 0• 11' 10, 14' V 14' 0'
U
L U
O
S P F
U Fl
I / 0 2 4' 11' 8' 4 • e • e • 9' 10 • to, 3 • 11' 8' I r r 14' 0' 14' 0' 14' V 14' 0'
03 4' r I e' 1' r r 9' e' 10, 1' 11' 71 IV 1' 14' 0' 14, 0' 14' 0' 14' 0'
Stud 4' Ir 1 8' 1' e' 6' 9' 8' 10, t' 11' 7' IV 1' 14' 0' 14' V 14' 0' 14' D'
Standard 4' 8' 6. 11' 7' 5' 9' 3' 9' 11' 11. 7• Ir 1' 14. 0' 14' 0' 14' 0' 14' 0'
SP
DFL
01 5' 1' W 5- 8' 9' 9' 11' 10' 4' 11' 10, Ir 4' 14. 0' 14' 0• 14' V 14' 0'
2 I• 1 4'
M3 7' I1• 14' 4, ir
Stud 4' 9' 7' 4' 7' 9' 9' 91 10' 2• 11' e' Ir 1' 14' 0' 14' V 14' V 14' o'
St ar 4' 8' 6' 5' 6' 10, 8' 7' 9' r 11' 7' Ir 1' 13' 6' 14' 01 14' W 14' 01
dS
V
X
d
U
0
a
N
1
P F
1J Ffl
01 / 02 5' 5' 9' 2' 91 6' To' to- 1 33' it, e' 13. 5' 14' 0• 14' 01 0' D'
14 14'
Stud 5' 1' 9' 0' 9 4' 10, 8' 11' 1' IV 9' 13' 3' 14' V 14' 0' 14' 0' 14' 0'
SStandard 5' 1' 8' 0' g' 6' 10' 8' 11' 1' 12, 9' 13, 3' 14' V 14' 0' 14' 0' 14' 01
P
DFL
01 5' e' 9. 31 9' a• to, 11' 11' 4' 131 0' 13' 6' 14' 0' 14' V14' V 14' VS025' 5' 9' 2' 9' 6- IW ]0' 11' 3' 12, 111 1315. 14' 0' 14' V 14' V 14' 0'
03 5' 3' 8' 5' 9' 0' 10, 91 11' r 12, to' 13' 41 14' 0' 14' 0' 14' 0' 14' 0'
Stud s• 3• e• 5• 9. 0• fo' 9• 11' r 12, 10• 13' 4' 14' 0' 14' V 14' 01 14, 0'
Standor 1' 7' 5' 7' I1' 9' 1 ' l0' 7' 12' 13, r 4' 0' 14' 0' 14' 0' 14' 0'
Diagonal brace q
vertical length r
doubled when dla
brace Is used I
diagonal brace f,
at each end He
total length Is 1
Vertical b
In table ,
Connect
A"
L'
VIt `ot Refer to chart
NIMMMliss nwM that= NUWD10 U O L fa ll bylc iyD 2 31111U1106 TK 1110 7"M
rb is edesr s/N O.A'O CaOsrn~LpfMf Di/w+rt1 MT1 .rls fifJl/Is
UP DY VLF
w,
Irv. MWW per ww r wan v nJoint na, u rOps o4bs to raN f. 0 a ear u dr.I Nora .rr a RX " Cr MD.D&URS,ON rletew ew O&t
Refs to I40e-I for stand" elate pedlbrr.
AN OW C OMPAW i4v'•p . (a'•w w awir°mran+rla .wr Mm nn~' :er'mre p
13Tt3R
A we al tlra Mle s awer OIo n p7M s M ecow"ns d /=01
Heryan °'"° f.. w rwepoiddlb Wvesyy °s1' the ...Ib a..brw"'"OS"''Mal.ih Art 'w"gsdrmo
ueryhro waft, Ito nm nor rare Monrtrrl ... tar Java OrnsrN ranee end lira eA ones
M.rass ....Iprn.mu tri ..agrrs y tfbv ....+maraW as ...bcceeraey
STATE O
cC OR O
s ONAt
rf
Bracing Group Species and Gradesr
Group Ar
S
r
Nvv-nt
Pine so
e3
sum I
Sta StandeM
Group B&
u
Rl n
1x4 Braces shaD be SO (Stress -Rated Boardly
sfor Ix4 So, Pins use only industrial 55 or
IndustrW 45 Stress -Rated Boards. Group B
values Play be used with these Qrogtl. 11
uaple truss vetaM Notes
Wind Load deflection O4ter'IN bl L/240.
Provide uplift connections for 55 pif over
contiwous beorkp A psf iC Dead Load).
Gable end supports load from 4' V outlookers
with 2. V overhang. or Ir plywood overhang
Attach 'L' braces with lad (aJ2Wx3A' nbU nags.
IK for (1) 'L' bracer space rats at 2' oc.
In le• and zones and 4' ac. between zones.
Kl Wor (b 'L' braces, space rags at r plc
In le' end zones and 6' oc. between zags.
L' bracing neat be a ruche of SU of sob
member length.
Gable Vertical Plate Sizes
Vertica Sh No ice
L s lion 4' !K4 or 2
Grtater than 4' 0'
4 Refer to carrion truss design for
k, peaspike, and heel plates. Refer
to the BWdng Designs for com6tions not
addvs" by this detaL REF ASCE7-
10-GAD14015 DATE 10/
01/14 DRWG A14015ENC101014
TOT. LD.
60 PSF MAX. SPACING
24.0'
T
Reinfol
At
Ga
Tr
Gable Detail
Fnr I Pt -In VPrt1rn1cz
roprlate Alpine gable detail for
sizes for vertical studs.
Engineered 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
rrovxe connectwo ror upuft specwpoa on the engineered truss design
Attach each 'T' reinforcing member with
End Driven Nulls
10d Common (0U,18'x 3.1,Nn) Nulls at 4' o c. plus
4) nails In the top and bottom chords.
Toenail d Mails-
10d Common (0.148101,mW ToenaRs at 41 oc. plus
4) toenails In the top and bottom chords.
This detaR to be used with the appropriate Alpine gable detail for ASCE
wind load
ASCE 7-05 Gable Dotal Druni gs
A13015051014, A120150S1014, A110150SIO14, A10015051014, A14015051014,
A13030051014, A12030051014, A11030D51014, A10030051014, A34030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENCIO1014, A14015ENC101014, A16015ENC101014,
AleMSENC1D1014, A20015ENC101014, A20015END10f014, A20015
A11530ENC101014, A12030ENC101014, A14030ENCIOIOI
AleD30ENC101014, A20030ENC101014, AM30ENDIOI 01
S11515ENC100815, S12015ENC100815, S140 ENENCI I
S18005ENC100815, S20015ENC100815, S20013E 8
S118030ENC100815, S1S20030ENC1008 S, 4 4
ND1 D1 8ly
See appropriate Alphe gable detail for max unr fort gabl
T' Reinforcement Attachment Detail
T• Res+forcbp 'T' Re#IFordng
member Member
Toe -nail - Or - End -nail
To convert from 'L' to •T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable dot iD.
Maxbwn allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T' reinforcing member material must notch size,
specle, and grade of the 'L' reinforcing mender.
Jeb Length Increase w/ IT' Brace
T' Roinf.
Mbr. Size
T'
Increase
2x4 30 X
2x6 20 XExample
ASCE 7-10 Wind Speed - IN mph
Mean Roof Height - 30 ft, Kzt - 1.00
Cable Vertical - 241oc. SP 03
T' Reinforcing Member Size - 2x4
T' Brace Increase (Cron Above) - 30% - 1.30
W 2x4 'L' Brace Length - 8' 7'
Maximum 'T• Reinforced Gable Vertical Length
1.30x8' 71-11' 21
ollAOM T RLAp Alm fnaov "' laps oI DI sM THE I * WARKD T a no tD Au m711at7OeN WIS l fi TIE narruals REF LET —IN VERT
G otNIE
AN IIWCDMPANY
13723 Rl v"rl Dak•
Suke 200
Merybae Nelob. MO 63eq
emTawls
mace repew ..b mw e•r• w rueyo.ttip. h•+dbaeh e p,eraIIY ans Rer•r o u,d
r.u•. the utst esw•n a sal wse taioa,rmt surety 1,/ar.•tkn wy m .'saii rw7y rx .+y
p.or +• perrane y urre mnetlo,r waa•re aw pry rd v-rarotesMhereM. 1aV drN Irv. prapntY •tt•drd ebvC4ea ar.
aru h.ve ape"a y •+t•dre w Ioe•+loa. nio.m or o.r.wml u+«el r.sa•e+ w
Ivhavewam. ".so. ra wsJa't aau roea ar.+u... +o
wd r for
to d.. 'laa-: tar ,+.,mrd plate pa.m.. caper, •
dvrwn or Itv >V ea'oa,wmtsC b,c ehW not a resparrb4 r•r e.vdtl twt•dF •,o. f•be• t•:2 w tnm 1, eanlonanu with NSSR% L or for Irid w a4lvms MWtin
1, brate e or tns•ew e
1% sed aftUds I embb ar tea, p% oQvIftn w0 r.rW r o,w =p== w pra.e mr, fs •
ry sirrcv+- r tir ryai MPa
tir 1 I The -
N wly SK far ,
rr. •Monr,lom e e vr. ,a. o.irrd aou. oao. •Ind th•ee ..w •mw b
weva"Wlte.mu ny ....tynes,o•I ssea eee.•LceiA-tryxy ICp ...mafearp w
ATE
i e
C`
Q••• t .0,
ORS e.• N .
we Rr/
A 00
278 03/Ozn018 MAX.
TOT. LD. 60 PSF DATE
10/01/14 DRWG
GBLLETIN1014 DUR.
FAC. ANY MAX.
SPACING 24.0 ,
SHINGLE LOADING
I
61,
I s6'9' I
II'a'
I
1315 mph WIND 12
EXPOSURE B 6
b — ,
4-3/16' HEEL — —
Q 3BRG
I2
7
16'
PLUMB CUT '
TYPICAL TRUSS END
ALL BEANS BY OTHERS
UNLESS NOTED ON LAYOUT.
ALL ROOF TRU55 HANGERS ARE
SIMPSON HU52/o
T T
BEARING HEIGHTS HANGER TAKEOF
NOTEa
IT IG TIE FEGF-OWI LITY OF ME BUIWM DEW*M OR
ARSIRECT TO M"VE AN APP12 RIIIATE COMECTION FOR TRq!
TO GLPPORM* 6TRC11GE FM MAC"" SIIOM ON IRMS
N EIYOEERRY /FEGUL CCHMIDERATI" FOR FEC ANCAL EGUMM
ADVR FLL SM (,AID TIEIR CO &=0NS) IN TRIM !PACE
PMOT OE BY BUILDER ON APFfWVW TRIM LAYOUTRIORTOFABRDIAGRA"IM
TM* CO PANY U) A TRLM MANIFACTVER QWIGE
RESFICHMILTTEs ARP LOWW TO TUOEE DESCRIBED N WTCA
1•190 9E6CI( RESPONSIBILREW. ACCORDSLOLY, R DIGCLAM
ANY REGPOIWBLREG AD/OR LIABILITY FOR TIE CCNGTRIC"ON
OE6r3K OR41RYe, DOORMC S MOLIDM6 TM WTALLATION AID
ORAC46 OP TRIGGES KAMPACTUED BY TUTS COPANY.
WARNING
CONVENTIONAL FRAMMG. EFECTION A)DIOR PERW(DIT BRACM6
NOT TFE RESPONMLTTY OF RE TRIM oMIG EFt PLATE
K"FA TLIPIER OR T%M K"FACTISER PE1711O(S EFECTWG
TRIMS APE C4mOEp TO GEEK FROFEMIOKAL ADVICE
11152AIMM6 Mr -TICK BRA4M a1611CI1 IS ALAMYS FIRM RED TO
S PFMVW TOPMM6 AND DCMSLCM6 DWWM ERECTIOU AND
PEI2M/4DIT BRAC.M6 WICK MAY BE FEGUMM M GPECF(C
APPLCATIOW GEE IOU= TO GOOD PRACTICE FOR "MM6,
WTALLW. IIE6TRAMM6 . BRACM6 OF METAL PLATE CONIECTED
WOOD TRUSSES RECOMENDATICRW
BCsl 2006) FOR wRTUER IIFORdIATION
TRIMES GNALL BE WALLED M A GTFiAKXT AND PL LM
1 POGRIOK WETS W GNEATUMG tG APPLIED DIIIECTLY TO TOP
ANDAOR 8OTfO1 CNORDG. NET WALL BE BRACED AG GF A4W
ON TiE EICGEERED DEGIUL IRISES GNALL BE NYDLED WRU
REASONABLE CAFE OUFIM' EISCTION TO PFEVOIT DNYKA! OR
PERSO AL OLAW.
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BE
VERIFY SPANS, PITCHES, OVERHANGS, HEEL
AND BEARING CONDITIONS. ACCEPTANCE C
THIS LAYOUT ASSUMES TOTAL RESPONSIBIL
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSE TRU55E5
ACLU -SPAN TRUSS O
401-321-1440 / 386-812-5098 / 352-551
LONGWOOD / OFZWIOND BEACH / MASCOTTE
CUSTOMER
51 IC. I IS552
w RECORD COPY
k~ ` City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # # 1 8- 1 4 7 6
Project Location Address,
euito`>
SgNFORo
3Z I2
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.floridabuildinci.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
Description
Florida Approval #
include decimal
1. Exterior Doors E FLI
Swinging
Slidin M I,JWe- J%R5a- lJ5 3 a
Sectional p IM0945I 0000 O.J5,
Roll U
Automatic
Other
2. Windows
Single Hung Mi kLid ow f NoA 354o:51+L 7fo7
Horizontal Slider
Casement
Double Hun
Fixed MI tyllypow r me DO H P PW FL17 64T.1
Awnin
Pass Through
Projected "
Mullions yE I ehL W WIN W Owe- YC2TiC4L kQ211lo L l l;.a-
Wind Breaker
Dual Action
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June 2014
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Florida Approval #
decimal
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Applicant's Signature
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June 2014
W CHW !, WC5-r
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USER: Public User
Product Adoroval Menu > Pmduet er Aeolleabon Search > Aooliation List > Application Detail
FL # FL1522S-R4
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived r
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By Ryan J. King, P.E.
46 Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
101/I.S.2
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FLIS22S R4 Eauiv (a) Eguivalencv of Standards.odf
Product Approval Method Method 1 Option A
Date Submitted 09/21/2017
Vear
1997
2002
2002
2002
1994
1 lV•LL.11L LYL V Ll1 VLA r Vlll lllb
Date Validated 12/20/2017
Date Pending FBC Approval
Date Approved 12/22/2017
Summary of Products
FL # Model, Number or Name Description
15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru' without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS22S R4 C CAC 1S22S.1 NAMI certs.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.1-68 (6'8 Door Products), INST FLI5225 R4 11 (a) Inst 1522S.1-68.odf
15225.1-80 (8'0 Door Products) and INST 15225-68M (68 FLI5225 R4 11 (a) Inst 15225.1-80.gdf
Door Products Direct to Masonry) for installation FLIS22S R4 11 (a) Inst 1S22S-68M.odf
instructions. (Note - Glazing Shall comply with ASTM E1300- FLI5225 R4 II FL-15225.1 Glazing Det..odf
04) VeriFled By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLI5225 R4 AE (a) Eval 15225.1-68.odf
a) EvalFL1S22SR4AE 1S22S.1-80.ndf
FL1S22S R4 AE (a) Eval 1S22S-68M.odf
Created by Independent Third Party: Yes
15225.2 b. 'Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing
Benchmark by Therma-Tru" and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1S225 R4 C CAC 1S22S.2 NAMI certs.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.2-68 (6'8 Door Products) and INST FL1S22S R4 I[ (a) Inst 1S22S.2-68.odf
15225-68M (6'8 Door Products Direct to Masonry) for FLIS22S R4 I[ (a) Inst FL-15225-68MA.odf
Installation Instructions. (Note - Glazing Shall comply with FLIS22S R4 If FL-1S22S.2 Glazing Det..odf
ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLI5225 R4 AE (a) Eval 1S22S.2-68.ndf
FL1S22S R4 AE (a) FL-1S225-68MA.adf
Created by Independent Third Party: Yes
15225.3 c. "Fiber -Classic" and 'Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1S22S R4 C CAC 15225.3 NAMI certs.adf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.3-68 (6'8 Door Products), INST FLIS22S R4 II (a) Inst lS225.3-68.odf
15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS22S R4 II (a) Inst 1S225.3-80.odf
Door Products Direct to Masonry) for installation FL15225 R4 11 (al Inst 15225-68M.odf
instructions. Note - Glazing Shall comply with ASTM E1300- FLIS22S R4 II FL-15225.3 Glazina Det..odf
04. (This product approval requires the use of "I" part Verified By: Lyndon F. Schmidt, P.E. 43409
number doors and sidelites, which have been stained or Created by Independent Third Party: Yes
painted within 6 months of installation - Excludes Opaque Evaluation Reports
Benchmark Door Panels.) FLIS22S R4 AE (a) Eval 1S225.3-68.ndf
FLIS22S R4 AE (a) Eval 15225.3-80.odf
FLIS22S R4 AE (a) Eval 1S22S-68M.gdf
Created by Independent Third Party: Yes
1S22S.4 d. "Premium Series" and 6/8 and 8/0 Opaque Steel Door with and without Sidelites.
Benchmark by Therma-Tru" Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLI5225 R4 C CAC 1522S.4 NAM[ certs.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.4-68 (6'8 Door Products), INST FLIS22S R4 It (a) Inst FL-1S225-68MA.odf
15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS22S R4 If (bl Inst 15225.4-68.odf
Door Products Direct to Masonry) for installation FLIS22S R4 II (b) Inst 1S22S.4-80.odf
instructions. (Note - Glazing Shall comply with ASTM E1300- FLIS22S R4 II FL-iS225.4 Glazing Det..odf
04) Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLIS22S R4 AE (a)FL-1S22S-68MA.adf
FL1S22S R4 AE (b) Eval 1S22S.4-68.odf
THERMAITRU
THERMA TRU DOORS
1 18 INOYOTNIAL OR.. EOO[RTON. OH 43517
Classic -Craft"
6 8" SINGLE AND DOUBLE OPAOUE OR GLAZED PANELS
W/ & W/OUT SIDELITES
INSWING / OUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
General Notes
1. This product anchoring drawing has been developed In compliance with the 61h Edition
2017) Florida Building Code (FBC) excluding the Mgh Velocity Hurricane lone'. See the
Certification Agency Certificate for saes, specifications and ratings.
Z Product anchors shall be as fated and spaced as shown on details. Anchor embedment
to base material shall be beyond wag dressing, stucco, foam brick and other wag
coverings.
3. Wood screws shag be installed following installation iruhuctions of ANSI/AF&PA NDS 2015.
Ali other fastener types to be installed following fastener monufacturefs installation
Instructions.
4. Fastener embedment depths, edge distances and center -center distances shag be as
specified by the fastener manufacturer but In no instance shag they be less than shown in
this drawing.
S. Where shirts are used, they must be o ligid / stiff material that complies with the
requirements of the FBC.
6. Positive and negative design pressure requirements for use with this drawing shag be
determined by others for specific Jobs in accordance with the governing code.
7. Site conditions not covered by this drawing are subject to further engineering analysis.
TABU OF CONTEMS
SHOT DESCRIPTION
1 Typical elevations, design pressures d geriervil rotes
2 Suck onto ft
3 Rome anchoring
4 Frame anchoring & bit of matenlob
5 Ho llrwtal 3 vertical cross sectloru
6 Vertical crass sections
r
105-V MAX OVERALL FRAME WIDTH --{
1 2 3
5 5 5
VA Kt 6K-t FA
1 1I1 I I I I
1 I I 1
11 1 1
1 1 1 , I II , 4 1 1 I I I I I I 1 1
1L'il
I II I
1
r
1, ,1 1, ,1 1,
I
w
LU
L A L A 11-_51
6 6 6 6 6 6
DOUBLE W/ SIDELITES OxxO
MAX DESIGN PRESSURE
47.0 -47.0
37.SV MAX.
OVERALL
rWIDTH
K K
4-A LL Ai
r FIA
k4
1' '1 I' '1
L _ it
SINGLE X
MAX DESIGN PRESSURE
77.0 -77.0
6W MAX
OVERALL WIDTH
it {--i f 'i
1 1 1 1 R
1 1 1 1 a
SINGLE w/ SIOEUTES Oxo
MAX DESIGN PRESSURE
47.0 -47.0
74.SV MAX.
OVStAU WIDTH
t 2 3
s s s
DOUBLE Xx
MAX DESIGN PRESSURE
47.0 -47.0
LOCK HARDWARE MFG i SERIES
RWIKSET SIGNANRE SERrtS LATCH
KWIRSEi SIGNATURE SERIES MO OFAOROLT
5101 MAX.
OVERALL WIDTH
2 3
i 5 5
SINGLE W/SIDELITE Ox
MAX DESIGN PRESSURE
47.0 -47.0
E
Ir
d
2
DM W. JK m
ox By. LFS 3
lipjave MI:
FL-15225.1-68 a
SIQT l OF "
O
MASONRY
OPENING
2X SUCK
4-
1 ' '
4-
II MULLION
MASONRY 11 SHOWN FOR
II REFERENCEOPENINGTYP1
HEAD 11
JAMBS
2X BUCKII
II
II
II
II
77,II
MASONRY
NOTES:
1.2Xbvekmtrn.S.G.2055. 2X SUCK
CONCRETE ANCHOR NOTES
1. C4rscrele ondior bcaftm at the comas moy be ocMW to inc*tch the n*L
edge dWance to ffjWcrjoh(&
nmhfth the oft edge d#o= ftffWorioh#L oWftrx9commft anchors
nW be mqt*W to amm fft N" ON C&lW c*nmubn as riot e="*d
Canso onols"tabb.,
ANCHOR ANCHOR M N. 4;04RANC.k • MIN. CLEARANCE
TYPE SIZE EMSEDMEMr.
TOMASONRY'.: YO'ADJACENr
EDGE ANCHOR
nW •
TA/CON 1/,r 1-1/4r r
ELCO
114, ULTRACONo
SINGLE W/SIDELIT[
SUCK ANCHORING
4-
7;
MASONRY]
OPENING
2X BUCK
A
4• 4'
4•
MULLION
4 11 SHOWN FOR
I REFERENCE I I
TYP
H EA'D 1 E
JAMBS
z
II MULLION
SHOWN FOR 11 0! (i
REFERENCE
II II
SINGLE W/SIDELITES Gut
BUCK ANCHORING
a"
TYP. HEAD
MULLIOSHOWNN FOR 0 MULLION
TYP. REFERENCE 0 SHOWN FOR
do JAMBS 0 ASTRAGAL, HEAD 0 REFERENCE II
SHOWN FOR JAMBS 0IIREFERENCE2X II0
SUCK
t
I
II 0 II
0 ASTRAGAL, k Am00* 6 SHOWN FOR I Io fj
0 ao p I I IIREFERENCE
If 0
1 77II 0 II
DOUBLE DOOR DOUBLE W/SIDELITES
SUCK ANCHORING MASONRY
SUCK ANCHORINGOPENING
N.T.S.
9r. JK
LFS
15225.1-68
2— . 6
b' •
C.
3. F7z,F-F--I
iu MULLION
II SHOWN FOR
REFERENCE
A W/2X BUCK INSTALLATION-
9 W/1X BUCK INSTALLATION
O
TYP. HEAD A JAMBS
I fJ I—
C" '0" -
VIEW C'-CSINGLE DOOR W/SIDELITES C"
3.
D'
A' e. IN "B" A" s 7 PAIRS
30 3
TYP. 1 TYP. 3" —
1 7;_ --
i 6" - I -16" I _ '' • ``` ~ g5> $ fillT
N
Ilr N 2X
BUCK —T IZ< Z
C W c 11 MULLION
W v A INSTALLATION r, d W _ =
W _
SHOWN
FOR - W 1X BUCK - N N >.
W L _ REFERENCE _ 9/ V INSTALLATIONNorDig d H
N N A /
2X BUCK INSTALLATION TYP. HEAD 61 W G a
W JAMBS8
Ci
9 /1X BUCK INSTALLATION ti ^ d
O
TYP. HEAD k JAMBS SEE
DETAIL '
4' o I SEES _ = W a 16 16 " 16
SEE Jc 1 A 9 +
DETAIL a y - III - SEE - - DETAIL '1 5
n + 1 y j •
6• 12 iii 5 DETAIL g
C"
b" A" "B" A" r, VIEW
E'- E' VIEW b'-b' SINGLE DOOR W/SIDELITE VIEW 'B'- B' SINGLE DOOR VIEW A'- :A' son„ •/
o IVNL commum ASIElE115,
rRL F3D (TP, •IL i'rit smrsrlc
m 000rt acre ooloaorlons) SIDELRE
NOTES: 1.
The sldeffte Is direct set Into the jamb with (12) B8 x 2" pfh. wood screws. There are (4) at each veftd
jamb. from the top down at 13.r, 31', 48 r 3 66. There are (2) at the header at C from the
outside cornea of the Irome. There are (2) at the sf, r from The ouMde comers. 2
For optional sldeSte construction with staples, sldeffte Is direct set Into the jomb with (4) r/ia X 1-
314' 16 ga. staples along each jamb (6' from ends and equally spaced thereafter). CONCRETE
ANCHOR NOTES: 1.
Concrete anchor locations at the comers may be odMted to mdnfdn the mIn. edge
distance to mortor)oht& 2
Concrefe anchor IocaBons rated as %W. ON CENTER" musf be adjusted to maintain
the min. edge distance to mortarjohk add lIonal concrete anchors may
be regL*ed to ensure the IMAX. ON CEMER' dimension are riot exceeded. 3.
Concrete anchor table: AN....
C.H..O..R.. ANCHOR fNIN.CLEARANCE., MIN: CLEARANCE SIZE ..
EMBEbMEM' TO AAMONRY. TO ADJACENT.TYPE
ANCHOR.:-•: EDGE ::: . ffw
o TAPCON
Tie 1.11e r e 1T1N
TAPCON°
311V 1.11e r 1.1/r W/
2X BUCK 2 INSTALLATION
g
W/1X BUCK 11 INSTALLATION
0
0 DETAIL '
6' DETAIL "2• W/
2X BUCK 2 INSTALLATION
W/
1X BUCK INSTALLATION
12 1 C 1
DETAIL '
1' Illloo
o ..
r
E'
C' 7'
L
1
7
pC
43 LLLI
J
7
R_J
SEE NOTE JII
A
SHEET 3 p SEE DETAIL
y
I
ASTRAGAL II MULLION
SHOWN FOR II SHOWN FOR _
REFERENCE p REFERENCE
ONLY p
II _
16 II
II 16
5
E'
DOUBLE DOOR W/SIDELITES
INtul n$N
PAIRS 30 ei
TYP.
W/2x BUCK T
12INSTALLATION
W/lX BUCK
INSTALLATION W
TYP. HEAD N to
k JAMBS 1 N
4
3—
I 1J
I
SEE OETAI. A3'
9
AS7RAGALJ
1
SHOWN FOR
REFERENCE
ONLY II
3' rA
I I 6•
BUCK
CATION
BUCK y c
LATION
EAD & o
JAMBS
SEE ' '_ _ _
DETAIL '4' 0 0 SEE c
C _ - 16 16 DETAIL c
a
o+ - a - •1•
n+
I
5
B
5
A'
VIEW E'—EDOUBLE DOOR VIEW A"— iA' s\
V" W/ opnoxN. coww To rAiMOM
M 130 MP. AL wwe
M OOOR Aue Nffccno") W/
2X BUCK 2 INSTALLATION
W/
1X BUCK INSTALLATION
12 1 C W/
2X BUCK Item
DESCRIPTION Moteriol A
10 x 2-1 2 PFH WOOD SCREW STEEL B
10 X 1-3 4 PFH WOOD SCREW STEEL C
10 X 1 PFH 1Y000 SCREW STEEL 1
10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 10
x 2' LG. PFH W000 SCREW STEEL 3
8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4
1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW STEEL 5
1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9
1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11
3 16 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12
1 4" x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301
OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 1
4 X 2-1 4 PFH ITW CONCRETE SCREW STEEL HEADER
JAMB SUGAR PINE SG >= 0.34 WOOD K2134THK. PRESSURE TREATED SIOELITE PAO W000 1
2 X 1 X 25 GA CORRUGATED FASTENER S L INSTALLATION
3 I
0 W/
IX BUCK 11 DETAIL "
1" INSTALLATION OETAIL
3' B
ATTACH ASTRAGAL THROW BOLT STRIKE
PLATE TO FRAME AS
SHOWN. I
C 1
DETAIL4"
VAc*
N.T.S. 9
orw.
or. JK p aK
er. LFS ; a
FL-
15225.1-68 a pan
4 a 6 C
Tit •` = ^°
3
113
13
4
1X BUCK NX\E °
T 4
9 t,,' j A
i 2X BUCK &2 d
INTERIOR EXTERIOR t s c A
INTERIOR EXTERIOR
1 HEAD JAMB Z
INTERIOR
HEAD JAMB 3 HEAD JAMB
EXTERIOR
13 al2XBUCK
INTERIOR INTERIOR
4
A
RR
A 9 vi
EXTERIOR
EXTERIOR
o.tsMlN.
ys cswX
L± SHIM SPAC0.25 MAX. ESHIM
SPACE 1.ISMIN. w C i 1.IS MIN. s 12S
IN EM& — i EMB. TYP' CAM
2 21 12 1 mL
N.T.S. o 3
4
VEIMCAL SIDE JAMB S VERTICAL SIOE JAMS W.
o JK S
LFS lo5Towoodtramsoe PL-
15225.I-68 u
INTERIOR EXTERIOR
16
1 VEIMCAL CROSS SECTION
6 hr**g conflgumtion
r4'*N VERTICAL CROSS SECTION
INTERIOR
INTERIOREXTERIOR
2 VERTICAL CROSS SECTION
6 Oulswhg conrgmtion
EXTERIOR
n
5 VERTICAL CROSS SECTION
6 OulWM co."fbn
INTERIOR EXTERIOR
Y
3 VERTICAL CROSS SECTION
6
EXTERIOR
3 n
INTERIOR
6 VERTICAL CROSS SECTION
j wu,* a conflpwation
Florida Building Code Online .5 C' D' , /0 DM If— Page I of 3
i
RegulationBusiness & Professional
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r ®Product Approval
usea: whgc user
c=5
Product Approval Menu > Product or Aoolkatlpn Search > Aoolk:ation U > ApplloHon Detail
FL 8 FL1S332-114
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived G
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717)36S-3300 Ext2S60
bsitlinger@miwd.com
Authorized Signature Brent Sitiinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding 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 Luis Roberto Lomas
the Evaluation Report
Flonda License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Unch, PE
SZ Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Standard
AAMA/WOMA/CSA 101/I.S.2/A440
Method 1 Option D
Year
2008
https:Hfloridabuilding.orglpr/pr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3B... 3/21/2018
Florida Building Code Online Page 2 of 3
Date Submitted 08/11/2017
Date Validated 08/13/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
Summary of Products
FL R Model, Number or Name Description
15332.1 I SERIES 420 ALUMINUM SGD I REINIES 420
FORCED
ALUMINUM SGD OXO 145-3/4'x80' NON -
Limits of Use Installation Instructions
Approved for use In HVH2:: No FLIS332 R4 If 08-00500E.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S10807D.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVH2: No FL1S332 R4 It 08-00498E.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S1080SD.odf
PRESSURE RATINGS 1 Created by Independent Third Party: Yes
15332.3 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD REINFORCED OXO
REINFORCED 145-3/4'x96'
Limps of Use Installation Instructions
Approved for use in HVHZ: No FLIS332 R4 11 08-02248C.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12968C.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
115332.4 I RSEIES 420
EINFORCED
ALUMINUM SGD I SEERx9E96"6
420 ALUMINUM SGD REINFORCED OX, XO, XX
Limits of Use Installation Instructions
Approved for use in HVH2: No FLIS332 R4 If 08-02249C.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12969C.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.5 I REINFORCED
IES 420 ALUMINUM SGO I SERIES 420 ALUMINUM SGD REINFORCED XXX 143'x96'
Limits of Use Installation Instructions
Approved for use in HVH2: No FLIS332 R4 11 08-022SOC.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12970C.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
I.S332.6 I SERIES 420IALUMINUM
REINFORCED I SEERIEGD6
420 REINFORCED ALUMINUM SGD OX, XO, XX
Limits of Use Installation Instructions
Approved for use In HVH2: No FLIS332 R4 If 08-00499E.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S108060.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96-
ALUMINUM SGD
Limits of Use Installation Instructions
Approved for use In HVH2: No FL1S332 R4 11 O8-0oS01E.odf
Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
https:Hfloridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW]dku3B... 3/21/2018
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REOUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. XO. XX, XP. PX. XIP. PIX.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 I NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
RIV I OESCRIPT" W1TE APPROVED
A I ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FIANCE AND FIN INSTALLATIONS 12/00/13 R.L
D REVISED INSTALLATION DETAILS 07/30/15 R.L.
E I REVISED INSTALLATION DETAILS 1 06/20/17 1 R.L.
SIGNED: 0&20/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
AAAAIIIIIII///z5R. L0 zz
i4fGRATZ, PA 17030 r •\GE
D 5 = SERIES 420 SOD
96" X 80" NON —REINFORCED
NOTES off`
p , TAT OF
G\\ oRA»c owe Iu REV
08-00498 E SAOIIIli1``\`\
Luis R. Lomas P.E.
FL No.: 62514
srruc NTS °"E 02/23/09 ISHMI OF 10
L ROBERTO LOMAS P.E.
I WWOFORD RD LEWISVILLE NC 27023
600-OW asOrom,
I
n
HI
96' MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART 03
FOR NUMBER OF
LOCATIONS REQUIRED
8' MAX
17'
r OMAXC. r
6' MAX
17'
MAX O.C.
w. T
0 X
a
IAX
AGE
L
6' MAX
IGHT
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t40.OPSF NONE
SEE CHARTS/1 AND 02 FOR OTHER UNITS RATINGS
NOTES:
I. MAXIMUM PANEL SIZE: 48 I/Y x 79'
2 MAXIMUM D.LO.: 44 59*x 74 So'
6' MAX
HARDWARE SCHEDULE
FLAT MOUNTED HANDLE SET (PART a99-04-145) LOCATED 38 314.ON CENTER FROM PANEL BOTTOM
METALLIC TANDEM ROLLERS (PART a99.17.195) AT EACH END OF PANEL BOTTOM RAILS
REVISIONS
BCSCRIP11ON G%TE APPao+m
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L.
CHART RI
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
SEE NOTE 9 SHEET 1
Des! n pressure chart
Frame
Single Panel and Total Frans VWM (in)
Height
JIM0 38.0 1 42.0 1 48.0
in)
60.00 72.00 8100 96.00
Pos Neg Poa Nap Poa Neg Pas I Nag
811.0 40.0 1 55.1 40.0 1 43.2 1 40.0 1 43.4 1 40.0 1 40.0
CHART 42
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEE NOTE 9 SHEET I
Design pmmm chart ( sQ
Frame Sknp Panel and Total Frarm V*M (in)
Heoaji
30.0 38.0 42.0 48.0
60.00 72.00 00 98.00
Pas Nag Pas Nag Poa Nag Poa Nap
00.0 55A 48.2 48 2 43.4 1 43.4 40.0 1 40.0
CHART 413
Number of enchor locedonsrequlred
Frees
SIn& Panel and Total Frans YAM (in)
HetOM 0.0 30.0 42.0 48.0
m)
60.0 72.0 81.0 98.0
NdS Jamb H&S Jamb H63 Jamb H6S Jamb
S0.0 4 5 5 5 6 1 5 6 5
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON -REINFORCED
ELEVATION
F.A. 1 08-00498
WAU NTS a"'E 02/23/09 9W2 OF 10
L ROSERTO LONAS P E
14W WVODFORD RD LEWrSVXLE. NC 27023
474a86-0609 HbmaSvBbnemeaom
SIGNED: 0620/2017
ICI04f,
i
r•.GENSF•9iP
OT6
LL''c ORIOT: • i'v
r//IIIIIIL'
Luis R. Lomas P.E.
FL No.: 62514
e
M
FIR
HE
96" MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD do JAMBS
SEE CHART #4
FOR NUMBER OF
LOCATIONS REOUIRED
17'
6' MAX r MAX
1 r
6' MAX
17'
MAX O.C. O X
D'
1X
WE
GHT
6' MAX
6" MAX
CHART#4
Number of anchor locadona required
Perm
Rqb Pand and TOW UnE VNM (h)
HebN S0.0 Sao 4L0 490
in) 00.0 1 "LO a4.0 aao
N4a iamb H4S Jamb N4S1 Jamb N4SJamb aao
4 1 5 1 s 1 s e 1 s 1 e 1 s 1
SERIES
420 SGD EXTERIOR
VIEW 2)
ANCHORS PER LOCATION AT
SILL DESIGN
PRESSURE RATING IMPACT RATING SEE CHART #4 FOR
NUMBER OF t40APSF
NONE LOCATIONS
REQUIRED SEE
CHARTS NI AND #2 SHEET 2 FOR OTHER UNITS RATINGS NOTES:
1.
MAXIMUM PANEL SIZE: 48 1/2' x 79' Z
MAXIMUM D.LO.: 44 56' x 74 59' HARDWARE
SCHEDULE FLAT
MOUNTED HANDLE SET (PART b9"4.145) LOCATED 36 3l4.ON CENTER FROM PAI METALLIC
TANDEM ROLLERS (PART 099-17.195) AT EACH END OF PANEL BOTTOM RAILS REV4WHS
REV
OCMRIPTM DATE APPROVED A
ADDED CHARTS 03/05/12 R.L. 8
REVISED PER NEW TESTING 10/29/13 R.L. C
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0
REVISED INSTALLATION DETAILS 07/30/15 R.L. E
REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED:
0&20/2017 MI
WINDOWS DOORS LLC WEST
MARKET E ET 650GRATZ,
PA 17030 J\StRIlil04f ter, •
G E N'r 1p T• ,
IV0y t = SERIES420SGD96'
X 80" NON —REINFORCED FIN
ELEVATION p • $TAT OF 0'
oF•:°(
ORIC1;• ji
Ss ONA;G oRHnr
owc w. REv F.
A. 08-00498 E Luis
R. Lomas P.E. FL
No.: 62514 TrAa
MqzNTS02/23/09 3 OF 10 L
ROBERTO LOWS P.E. 14S2
WOODFORD REPLEWISVXLE. NC 27M 43r-
6aa-o609 ,aar&bmoW@com
1/2' MIN.
EDGE DISTANCE
1 3/8' MIN.
WOOD FRAMING
OR 2X BUCK
EMBEDMENT
1
BY OTHERS
1/4'
MAX.
SHIM
10 WOOD
SPACE
SCREW
EXTERIOR 11 11 11 11 INTERIOR
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8' MIN.
EMBEDMENT
T-
1/2" MIN.
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
REVISIONS
DESCRIPTION DATE APPROVED
ADDED CWLRTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L.
INTERIOR
SET IN ji_1 Lu
APPROVED SEALANT
y10 WOOD
SCCREWREW EXTERIOR
WOOD FRAMING JAMB INSTALLATION DETAIL
OR 2X BUCK
WOOD FRAMING OR 2X BUCK INSTALLATIONBYOTHERS
MIN.
RENT
MIN.
STANCE
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
FRAME INSTALLATION DETAILS
DRAlft NO.
F.A. 708-00498
sDUF NTS I OATS 02/23/09 SNEET4 OF 10
L. ROBERTOLOMASP.E.
1432 WOODFORD RD LEWISVILLE. NO 2M=
434-569-O V Abmw@&bm&Vo c"
SIGNED: 0612012017
O(TjAATTT OF ;
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2' MIN.
EDGE DISTANCEi
EXTERIOR
1/4' MAX.
SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
ILL TO BE SET IN
I BED OF
IPPROVED SEALANT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 r-
1/
2' Mu EDGE
DISTA I
10
SMS OR SELF
DRILLING SCREWS
METAL
STRUCTURE
BY
OTHERS I /
A• uwV REVISIONS
REV
OESCRFTION DATE APPROVED A
ADDED CHARTS 03/05/12 R.L. 8
REVISED PER NEW TESTING 10/29/13 R.L. C
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0
REVISED INSTALLATION DETAILS 07/30/15 R.L. E
REVISED INSTALLATION DETARS 06/20/17 R.L. JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTALLATION MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ.
PA 17030 SERIES
420 SGO 96"
X 80' NON —REINFORCED FRAME
INSTALLATION DETAILS F.
A. 1 08-00498 I<
aE NTS 0"T 02/23/09 1 S'EV 5 OF 10 L.
ROSERID 1.0441S P.E. 14W
WVOOFORO RO LEWISVRIE. NC 270M 43468/
a609 dbmas®sbmwe cum SIGNED:
0612012017 04,/.
OR
Luis
R. Lomas P.E. FL
No.: 62514
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16' TAPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2' MIN 1' MIN.
SEPARATION EDGE DISTANCE
a ' •• .. ' 1 1/4' MIN.
a. ;
a,
EMBEDMENT
t 1/4" MIN.
I EMBEDMENT
1/4' MAX.
T- L SHIM SPACE
MIN.
EDGE
DISTANCE
3/16' TAPCON
3' ° •`
MIN
EXTERIOR INTERIOR SEPARATION
II II II II I •° .•
RENSION9
DFSCPoPIIoN DATE APPROVED
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION OETAILS 07/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L.
MAX.
I SHIM SPACE
INTERIOR
SILL TO BE SET IN
A BED OF APPROVED SEALANT 3/16' TAPCON '
EXTERIOR
CONCRETE/MASONRY
BY OTHERS
I OPTIONAL t x BUCK JAMB INSTALLATION DETAIL
TO BE PROPERLY CONCRETEWASONRYINSTALLATION
y 1 1/4' MIN.
a•' •. . • EMBEDMENT
3 e'
e
2 7/8' MIN 1' MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEANASONRY INSTALLAT ION
SECURED
SEE NOTE 3 SHEET 1
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WRH ASTM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
FRAME INSTALLATION DETAILS
DRAM me NO.
F.A. 08-00498D" W` NTS 'E 02/23/09 1-6 OF 10
L. ROBERTO LOADS P.E.
1432 WOODFORD RO LEH7SVIUE. NC 27023
434•666-0609 Abnusl*amawwm
SIGNED: 0612012017
04v :
0,,8126 ••*-
O
TTAtTTE
OFINJEsONAS \\\
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
I10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITYY,
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS TM E2112
1/2• MIN.
EDGE DISTANCE
1 3/8" MIN.
all EMBEDMENT
1 /4- MAX.
SHIM SPACE
010 WOOD
SCREW
1 3/8- MIN.
EMBEDMENT
T-
1/2' MIN,
EDGE DISTANCE
INTERIOR 010 WOOD —
SCREWS
lE SET IN
APPROVED SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
BENT
MIN.
cuoc uISTANCE
REVISIONS
OCWRDPIION MTE APPROVED
ADDED CNAR75 03/05/12 R.L
REVISED PER NEW TESTING 10/29/13 R.L
ADDED FLANGE AND FIN INSTAUATK1NS 12/06/13 R.L
REVISED INSTALLATION DETAILS 07/30/15 R.L
REVISED INSTALLATION DETAILS 06/20/17 R.L
1 /4' MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATICIJ
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGO
96" X 80" NON —REINFORCED
FLANGE INSTALLATION DETAILS
OROM OVG N0.
F.A. 08-00498
9auE NTS 041E 02/23/09 JWU7 OF 10
L R08ERTO LOMAS P.E.
1432 WVODFORD RD LEWSY/U.E. NC 2MM
434-W-0609 Nbm(vm
SIGNED: 0612012017
G E N `Sty 9s'
o
TAT 6EOF
Rfr 4Fd`:°ORIOP
E i"46',ONA j10\\\x
Luis R. Lomas P.E.
FL No.: 62514
1/2' MIN.
EDGE DISTANCE
METAL
STRUCTURE
iBYOTHERSi
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
EXTERIOR
1 /4' MAX.
7—!4 SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
SILL TO BE SET IN
L BED OF
1PPROVED SEALANT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1
1/2'
MIN.
EDGE
DISTANCE
010 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
1/4' MAX.
SHIM SPACE
RENSgRS
REV 00CRIPROM GATE APPROOM
A ADDED CHARTS 03/05/12 R.L.
8 REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
D REVISED INSTALLATION DETAILS 07/30/15 R.L.
E REVISED INSTALLATION DETAILS 06/20/17 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGO
96" X 80" NON —REINFORCED
FLANGE INSTALLATION DETAILS
F.A. 1 08-00498
slice NTS — 02/23/09 —8 OF 10
L ROBERTO LOMAS P E.
14M WODFOORD RD LEMSVILLE. NC 27M
4N469-OW9 dbMa$v:bmsms.mm
SIGNED: 0612012017
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16• TAPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2• MIN 1• MIN.
SEPARATION EDGE DISTANCE
1 1/4• MIN.
EMBEDMENT
1/4• MAX.
SHIM SPACE
r-1
EXTERIOR
A °
2 7/8• MIN
SEPARATION
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
3/16• TAPCON
INTERIOR
1 1/4• MIN.
EMBEDMENT
RMS0 5
REV OESpUPRON 0411 APPROVED
A ADDED CNARIS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FLANGE AND FIN INSTALLATIONS 12/05/13 R.L.
D REVISED INSTALLATION DETAILS 07/30/15 R.L.
E REVISED INSTALLATION DETAILS 06/20/17 R.L.
4' MAX.
SHIM SPACE
MIN. INTERIOR
EDGE
DISTANCE
MIN aSEPARATION
3/16• TAPCON EXTERIOR4
SILL TO BE SET IN
A BED OF CONCRETE/MASONRY
APPROVED SEALANT BY OTHERS
JAMB INSTALLATION DETAIL
OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1LNOTES.,
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
f
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TUBE
1 1 /4• MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
EMBEDMENT SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
00111111II//
5 R. Lp/i'
1' MIN.
GRATZ, PA 17030 ter •GENS 9,P• I-
EDGE DISTANCE SERIES 420 SGD D 5
96" X 80" NON -REINFORCED tBv
FLANGE INSTALLATION DETAILS TAT OF
awe
sty` O••
F.
A.
08-00498 E \\
Scut NTS 1 D"R 02/23/09 9 OF 10 IOII111%10
L.ROSERTOLOVASP.E.
14M KOOOOFORO RD LEWSVRLE NC 2AI" Luis R. Lomas P.E.
FL No.: 625144SV•680-om Alomtoekb"S" Opm
WOOD FRAMING
BY OTHERS
8 WOOD
SCREW
1 1/4'
MIN.
EMBEDMENT
APPROVED SEALANT
BEHIND FIN
7/16' MIN
EDGE DISTANCE
1/4' MAX
I SHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE
BY OTHERS
APPROVED SEALANT TRIM -
BEHIND FIN 1 1/4' MIN.
s
EMBEDMENT
W000 FRAMING
SCREWREWC BY OTHERS INTERIOR
1/4' MAX HOOK STRIP
7/16" MIN
EDGE DISTANCE
EXTERIOR
1/2' MIN.
EDGE DISTANCE
L
RLVMKM
DE'SCRIPIION M1C A(MAOVEa
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L
REVISED INSTALLATION DETAILS 07/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L.
1 5/8' MIN.
EDGE DIST.
TRIM
INTERIOR
MASONRY/CONCRETE -
BY OTHERS
HOOK STRIP
1 SHIM SPACE #10 SELF DRILLING
SCREW
INTERIOR
VERTICAL CROSS SECTION
W000 FRAMING OR 2X BUCK INSTAUATION
FOR SILL INSTALLATION SEE SHEETS 4.9.
NOTES.,
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
1/2' MIN.
1 EDGE DISTANCE
1 3/8' MIN.
INTERIOR EMBEDMENT
HOOK STRIP
10 WOOD
SCREW
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
2X BUCKANOOD FRAMING
1 1 /4' MIN.
EMBEDMENT
1X BUCK BY OTHERS.
IX BUCK TO BE
a
PROPERLY SECURED
3/16' TAPCON
EXTERIOR PANEL INTERLOCK
HOOK STRIP INSTALLATION
MASONRYMONCRETE
SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
a1j11'llll,
t, R'. Oy i
GRATZ, PA 17030 GENS'.9 1
v F '
o,,81Z5 +' SERIES 420 SGD
96" X 80" NON -REINFORCED
FIN AND HOOK INSTALLATION DETAILS O; STATE OF t
ice • 'O(0R10p;• DPAMm fIRC N0. RLv
08-OE0 498 E isS/ONAj1Sa\\\`
LUIB R. Lomas P.E.
FL No.: 62514
sc.1<E aTcNTS 02/23/09 10 OF 10
L. ROBERTO LOMAS P.E.
Im NOODFORD RD LEWISV/LLE. NC 2707J
UU-680.OW9 dbmasBu4nssmw.
Slorida Building Code Online 56v' ION WF__ Page I of
BidBusiness & Professional '••
dbpr
sas Home lop In user Registration Hot Topics submit Surcharge Stats a facts Publimch tionsF8CstageassiteHapUnksSear®Product
Approval usEa:
Public User QpQutl
Approval Menu > Product or Apolkatbn SearAi > Application Use > Application Detail Ft.#
FL8248-1113 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
U Product
Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/
Phone/Email 3395 Addison Drive Pensacola,
FL 32514 850)
475-6197 Mark_
GaronoOverheaddoor. com Authorized
Signature Mark Garon Mark_
Ga ronoOverheaddoor.com Technical
Representative Mark Garon Address/
Phone/Email 3395 Addison Dr. Pensacola,
FL 32514 850)
474-9490 Mark_
Ga ronOOverheaddoor.com Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Sectional Exterior Door Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer J
Evaluation Report - Hardcopy Received Florida
Engineer or Architect Name who developed Dwayne J. Kornish the
Evaluation Report Florida
License PE-77945 Quality
Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality
Assurance Contract Expiration Date 03/06/2050 Validated
By Jeffrey P. Arneson, P.E. W
Validation Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Standard ANSI/
DASMA-108 ANSI/
DASMA-11S TAS-
201 TAS-
202 TAS-
203 Equivalence
of Product Standards Certified
By year
2012
2012
1994
1994
1994
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Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/12/2017
Date Validated 10/27/2017
Date Pending FBC Approval 10/30/2017
Date Approved 12/12/2017
Summary of Products
FL # I Model, Number or Name Description
8248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use Installation Instructions
Approved for use In HVHz: No FL8248 R13 It 1101-327010-P6 s.odf
Approved for use outside HVH2: Yes FL8248 R13 It WD lamb Supplement P17.odf
Impact Resistant: No FL8248 R13 II WD Track Supplement Chart P12.odf
Design Pressure: +22.90/-26.30 Verified By: Dwayne J Kornish FL PE 77945
Other: Glazing is not impact resistant and does not meet Created by Independent Third Party: No
the requirements for wind-borne debris regions. Evaluation Reports
FL8248 R13 AE FBC Eval8000 8100 a200 092917s.adf
Created by Independent Third Party: No
8248.2 8000/8100 # 1102 9' Max width. 14' Max height. Glazing available in top or
Intermediate section.
Limits of Use Installation Instructions
Approved for use In HVH2: No FL8248 R13 II 1102-327011-P6 s.odf
Approved for use outside HVH2:: Yes FL8248 R13 II WD lamb Supplement P17.odf
Impact Resistant: No FL8248 R13 II WD Track Supplement Chart P12.ndf
Design Pressure: +26.90/-30.80 Verified By: Dwayne l Kornish FL PE 77945
Other: Glazing is not Impact resistant and does not meet Created by Independent Third Party: No
the requirements for wind-borne debris regions. Evaluation Reports
FL8248 R13 AE FBC Eva18000 8100 8200 092917s.odf
Created by Independent Third Party: No
8248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use Installation Instructions
Approved for use In HVH2: No FL8248 R13 It 1103-327012-P6 s.odf
Approved for use outside HVH2: Yes FL8248 R13 It WD lamb Suoolement P17.odf
Impact Resistant: No FL8248 R13 II WD Track Supplement Chart P12.odf
Design Pressure: +35.70/-41.00 Verified By: Dwayne l Kornish FL PE 77945
Other: Glazing is not impact resistant and does not meet Created by Independent Third Party: No
the requirements for wind-borne debris regions. Evaluation Reports
FL8248 R13 AE FBC Eval8000 8100 8200 092917s.odf
Created by Independent Third Party: No
8248.4 8000/8100 #1104 9' Max width. 14' Max height. Glazing available in top or
Intermediate section.
Limits of Use Installation Instructions
Approved for use In HVH2: No FL8248 R13 It 1104-327013-PS s.odf
Approved for use outside HVH2: Yes FL8248 R13 II WO lamb Suoolement P17.odf
Impact Resistant: Yes FL8248 R13 II WO Track Supplement Chart P12.odf
Design Pressure: +46.00/-52.00 Verified By: Dwayne l Komish FL PE 77945
Other: Created by Independent Third Party: No
Evaluation Reports
FL8248 R13 AE FBC Eval8000 8100 8200 092917s.odf
Created by Independent Third Party: No
8248.S 8000/8100 #1121 16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use Installation Instructions
Approved for use in HVH2: No FL8248 R13 II 1121-32701S-P6 s.odf
Approved for use outside HVH2: Yes FL8248 R13 It WD lamb Supplement P17.odf
Impact Resistant: No FL8248 R13 II WD Track Supplement Chart P12.ndf
Design Pressure: +15.30/-17.00 Verified By: Mark A. Sawicki FLORIDA PE 72613
Other: Glazing is not impact resistant and does not meet Created by Independent Third Party: No
the requirements for wind-borne debris regions. Evaluation Reports
FL8248 R13 AE FBC Eval8000 8100 8200 092917s.odf
Created by Independent Third Party: No
8248.E 8000/8100 #1122
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IDus
1. GLAZING OPWONS - .000' MtNUA W
SSB GLAZING IN MOLDED FRANCS
SCREWED TOGETHER WITH A MINIMUM OF
110) 69.1' SCREWS INSTALLED ININ TOP OR
INTERMEDIATE SECTION (WITH CU WITHOUT
DECORATIVE INSERTS) MEETS UNIFOIOA
STATIC WHO PRESSURES SHOWN ON INS
ORAWW& GLAZING SHALL HAVE A
MAKWUM HEIGHT Of 10.72' AND A
MA=, LENGTH Of 37 W. GLAZING IS
NOT IMPACT RESISTANT AND DOES NOT
MEET THE RECUIREMENTS FOR
WIND-BORME OEDR15 REGIONS.
2. wMll ON WOOD DOOR STOP HALED A
MAxkMMUM of 6' OIC. MUST OVERLAP TCP
AND BOTH ENDS OF PANELS MINIMUM
7/1C TO MEET NEGATIVE PRESSURES.
3 KEY LOOK. SIDE LOOM OR
OPERATOR RCOIARED
A. LOUVER OPTION - 04O• MINIMUM
LOUVERS IN MOLDED FRAMES SCREWED
TOGETHER WITH A MINIMUM Of (10) Ph1•
SCREWS INSTALLED IN THE BOTTOM
SECTION. LOUVERS ARE NOT IMPACT
RESISTANT AND 00 NOT MEET THE
REOUREMENTS FOR WIN"CIINE DEBRIS
REOONS.
S. SECTION STEEL TO HAVE A MINIMUM
26 GA THICKNESS,
6. THE OESION OF THE SUPPORTING
STRUCTURAL ELEMENTS 944LL BE THE
RESPONSIBILITY OF ANC PROFESSIONAL
or RECORD FOR THE BUILDING OR
STRUCTURE AND N ACCORDANCE WITH
CURRENT BUIDINC CODES FOR THE
LOADS LISTED ON THIS DRAWING
7. DOOR JAMB TO BE MINIMUM 2.4
STRUCTURAL GRADE LUMBER. REFER TO
JAMB CONNECTION SUPPLEMENT FOR
ATTACHMENT TO SUPPORTING STRUCTURE.
A. FOR LOW MEAD ROOM In
CONDITIONS. TOP BRAOKET SMALL BE A
13 CA LHR 7/4 TOP BRACKET WITH A
MINIMUM OF (3) •-/•.)/Y SELFDRILLINGaeMPn1/SCREWS N LIEU OF
THE BRACKET SHOWN ON THUS DRAWING
U-BAR ON TOP SECTION SMALL BE
INSTALLED ON TOP OF UIR TOP
BRAG EFS.
13 CA HORIZ ANGLE
13 GA FLAG ANGLE
16 GA MIN HORIZTRACK
s/ls./-s/e•
LAG SCREW (INN 3
AS SHOWN)
1/4-20.9/16" LARGE
HEAD TRACK BOLTS OR
1/4-20 STUDS VAIN
1/4-20 HEX NUTS
16 GA MIN VERTTRACK
1/4-20=9/16' TRACK
BOLT AND 1/4-20 HEX
NUT AT EACH JB-US
JAMB BRAOKEI LOCATION
s/te=1-S/6• LAG
SCREW AT EACH
JAMB BRACKET
15 GA STIFFENED
JAMB BRACKETS
SEE SCHELCULE FOR
CIIANTY. LOCATION.
AND TIDE
KEY LOCK OR SIDE LOOK
EACH DO (NOT REOWRED
WITH OPERATOR - SEE
NOTE 3). SIDE LOON
SHOWN FOR CLARITY
HOL (•) SECTION SOLID 000
SHOWN. SILL SHEET 2 FOR U-B
LOCATIONS ON DOORS WITH OTHI
SECTION WANTITES AND SEE NC
DOS SHEET FOR (RAZINO OPTIO
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOORWIDTH DOORHOONT UNIFORM LOAD EACH JAMB (PLF)
lo'-or ALL 76.3 -es.o
12'-0' ALL 9L-102.0
14-0 ALL 107.1 -n90
15-0 ALL 114.e -127.5
W-0 ALL 122.4-1]6.0
Nc to
Sr
7,,9NAL ENGK`.
O II1111
L
AYK 111AaWA9l AL
T L1AIN1T WOM 100
IOI17 IMF oHo
nK 11
1, PEIg"O
PAOFmMAL D401COM 9LAL RWOMOOD CWY ROA
1WICAT" W UN=M) CCNS MCOM KTALS
JAMB BRACKET SCHEDULE
IDOOROHT SECTIONS
NLOCATION
BRACKETSEACHJAMB) tYF[a
OF CEMIEXUIME Of JAW
BRACKETS MEASURED FROM BOTTOM
OF TRACK (ALL DIMENSIONS f 27
6'-0• a a , 34JO-US •• a 56 JB-US 6'-
6' FAl 0 JB-US. 25-] • JB-US 19- (JB-US). 57-1 •(A -US) a
a, 29-1 2 B-US), •• O. 6'1-1 • .0-US? r-
0• FAT 0 8-us. 29-! • JB-us 42 Jews 63-1 . 8-U6 r-
6• 5 5 a a, 25-1 2 A -US), •3 O 6x-1 2 a 7t D-Us 5
FAT JB-US 26-3 JB-US •! .BIN 63 JB-US 74-1 JB-US e'-
o s s a a . s•" Je-1n •e a). Sr (A -US). 66-1/2 a A-
05 5 FAT 0 JB-Us 29-3 JO-us •6 (A -US), 57-1 JB-u5 77-1 18-US ME
MOIL BLLON ' u5)
FOLLOWING oINEHSION DENO7E5 sLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20.9/16• TRACK BOLT AND NUT. FOLLOMW
DIMENSION DENOTES QUICK INSTALL JAMB BRACKEI INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE HEEDED TO ATTACH TO TRACK. DOORS
GREATER THAN e' IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS MODIFIED
JAMB 11/
10/07 MODIFIED
1 9/
19/03 UPDATED
n%E BLOCK 16/
12 UPDATED
NOTE 1. 1
16' HINGE LOCATION. 1/
e/16 UPDATED
TITLE BLOCK 10/
3/17 STA71C
PRESSURE RATWCS APPROVED SIZES N. ISCALE.T.S. Z SIEA DESIGN (
PSF): t15.30/-17.00 MAIL WID1N 16'-0' DATE NAME TEST (
PSF). +2Z95/-25.50 M. HEIGHT: 1•'-0' DRAWN 5/17/06 CRT Wayne
Dalton.
IMPACT/CYCLLC RATED (YES/NO}. NO IMAX SECTION HEIGHT. 21' CHECIED 1/22/07 1 MRB GARAGE
DOORS MODELS
8000/8100 s+EET ) OF 2 DIVISION
Of OVERHEAD DOOM DRAWING PART NO. REV. 3395
AMOW DRIVE PENSACOLA
na6oA 3251• WINDLOAD SPECIFICATION OPTION CODE I I21 327015 P6 63047A-9190
m
wuc A Kota
MATH 5/16-16 BOLT e
1 SLOT AND 1/h 20A,
LT a 1/4-20 HEX HU
ANY TWO ALIGNING HO
MMERCIAL •A• TRAME
XET ATTACHED MATH
1/4-ICRDIPTTTE SCREWS DETdILa
K OF EACH END HINCE)--
N"'C" STORMGARD ROLLER
N 4-1/2' S1EM AND
6' PUSHNUT AT EACH
IER LOCATION. 1/1• YA%
WEEK PUSHNUT AND
kmr OR MINCE
Ei--A
ROW BODY
0
ME HINGEMATH (4)
B SELFMEWS
DETAIL C
DRILLINGAND (1) •
DRILLING
1111111//
T( No. 77945 N'S
p
IFS ••.z, p ..••'`
NAL ENC' p.`.
rL TT
4s" C a RMNMlK PE6. mutt . a +40oRNrH?F. 010
FXX PrLPE117W
PR6O9bMM DHONFER 3 SM PRCl M CKY FDR
1OIi1GATI N OF "IMLOAD L051111CiMN MIALL
OM1T1F tAl aD7RY N2RNRF7 ARN7 [OG:/.1IrR
16. 1
6) SECTION DOORS wTH
I
I ®I (10) 3. 20 CA BO NSI U-BARS
LOCATED AS SHOWN
j 14'-
fI SECTION DOORS MATH
9) Y 20 CA BO K9 U-BARS
I 1 I
LOCATED AS 9HOY9T
j 12'
I
B) SECTION DOORS MAIN
B) 3. 20 GA 60 KS, U-BARS
1 ® • ® ®I
LOCATED As sHD1w
1 3
IV
10,
To
I
s) scenoH ODORS w
I I (7) 3 20 A
I® ®I
4) SECTION DOORS MATH
S) Y 20 CA 60 K9 U-9ARS
LOCATED AS SHOWN
f 6/29/07
MODIFIES JAMB
ICNET SCHEDULE
OWING REPLACEMENT
01 MATH 8-US,
IED MAX GLAZING
ENSIGN TO NOTES
IT I. ADM TRACK
FLAG CONNECTION
rE. 11/10/07
MODIFIED LOUVER
AON. ADDED TEXAS
NSE NUMBER TO
E BLOCK.
r ,16/06
UPDATED TITLE BLOCK
r 4/16/12
UPDATED NOTE 1.
1 MW HINGE LOCATION1I/B/16
UPDATED TITLE BLOCK
10/3/17
V
DATE
yA
Wayne N (PSFk41A30/-laooDESIGN, MAX WIDTH. 16=0' NAME
TEST (PSF). ,22.95/-25.50 IMAX HEIGHT: 14•-0' IDRAWN 5/17/06 CRTDalton. IMPACT/CYCLIC RATED (YESMO)• NO IMAX SECTION HEIGHT: 21" CHECKED 1/22/07 1 MRS
GARAGE DOORS
MODELS 8000/8100 SHEET 2 OF 2
RKSON of OTCRHEAD DOOR CORF DRAWING PART N( REV
PENSACOLA• FLOI0DA, 3251. WINDLOAD SPECIFICATION OPTION CODE 1121 327015 P6eSC .74-9890
Florida Building Code Online WIAIW V . 1 NQ6 Page I of 5
Professional Regulation
dbpr
WS Home Log In • User Registration Hot Topics ' Submit Surcharge Stan a facts Publications I FBC Starf SCIS Site Map Unks Search ®
Product Approval
USER: WOge l/ser
Product Approval Menu > Produc[ or Application Seartlh > Aoalkatlon List > Application Detail
FL # FL17676-R6
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived Ll
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717)36S-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) S iiindard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/23/2017
Date Validated 08/30/2017
Date Pending FBC Approval
Date Approved 09/09/2017
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Florida Building Code Online Page 2 of 5
FL # Model, Number or Name Description
17676.1 13540 SH 3604 Fin Frame
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35. Units must be glazed in accordance with
ASTM E 1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC(113SSIC7327.01-109-47- Lodf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 It Install - 3540 SH 36 x74 Fin.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.2 3540 SH 36x84 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL17676 R6 C CAC APC 3S40 Fin 36x84.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/27/2020
Design Pressure: +40/-50 Installation Instructions
Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 11 Install - 3S40 SH Fin 36x84.odf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.3 3540 SH 40x66 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ* No FL17676 R6 C CAC APC 6348S.Oi.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/26/2019
Design Pressure: +35/-45 Installation Instructions
Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3S40 SH Fin 40x66.ndf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.4 3S40 SH 44x63 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL17676 R6 C CAC APC 3S40 Fin 44x63.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No OS/26/2020
Design Pressure: +40/-47 Installation Instructions
Other: R-PG40. Units must be glazed in accordance with FL17676 R6 It Install - 3S40 SH Fin 44x63.odf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.5 3540 SH 44x72 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL17676 R6 C CAC APC 3S40 Fin 44x72.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/01/2022
Design Pressure: +35/-47 Installation Instructions
Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3S40 SH Fin 44x72.odf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.6 13540 SH 144x84 Fin Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: LC-PG30. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC(108161C7324.01-109-47- 6.odf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
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Florida Building Code Online Page 3 of 5
IEvaluation Reports
Created by Independent Third Party:
17676.7 35 00 SH 52x84 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL17676 R6 C GAG APC 3S40 Fin S2x84.odf
Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/26/2020
Design Pressure: +25/-25 Installation Instructions
Other: R-PG25. Units must be glazed In accordance with FL17676 R6 It FL17676 Ri It Install - 3S40 SH Fin
ASTM E1300-04. S2x84.od(
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.8 3540 SH 3604 Finless Frame
Limps of Use Certification Agency Certificate
Approved for use In HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.odf
Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +3S/-SO Installation Instructions
Other: LC-PG35 FL17676 R6 If 08-012S28 7.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE S118S4812S2.odf
Created by Independent Third Party: Yes
17676.9 13540 SH 36x84 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use In HVH2: No FL17676 R6 C CAC APC 3S40 FLS 36x84.odf
Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/27/2020
Design Pressure: +40/-50 Installation Instructions
Other: LC-PG40 FL17676 R6 It 08-01372 S11989.odf
Verified By: Luis R. Lomas, PE PE-62SI4
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 511989 3S40 FLS 36x84.odf
Created by Independent Third Party: Yes
17676.10 13S40 SH 4402 finless Frame
Limits of Use Certification Agency Certificate
Approved for use In HVH2: No FL17676 R6 C CAC APC 3S40 FLS 44x72.odf
Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +3S/-47 Installation Instructions
Other:LC-PG35 FL17676 R6 11 08-01247B 10.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 5118498 1247.odf
Created by Independent Third Party: Yes
17676.11 13540 SH 48x96 finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL17676 R6 C CAC APC 3540 FLS 48x96.odf
Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +30/-30 Installation Instructions
Other: LC-PG30 FL17676 R6 11 08-01371B 11.odf
Verified By: Luis R Lomas, PE PE-62S14
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 5119888 1371.odf
Created by Independent Third Party: Yes
17676.12 13540 SH 52x62 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHz: No FL17676 R6 C CAC APC 3S40 FLS S2x62.odf
Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/27/2022
Design Pressure: +35/-35 Installation Instructions
Other: R-PG35 FL17676 R6 It 08-02269A 12.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
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NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
e, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF I/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS.
LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12 UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE H8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 Ile" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS
DESCRIPTION GATE I APPROVED
REVISED INSTALLATION OEIAILS 09/16/15 JR.L.
15 FOR ANCHORING INTO MASONRY/CONCRETE USE 3/ I6' TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCIIORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C MASONRY - STRENGTH CONFORMANCE TO ASTLA C-90, GRADE N. TYPE 1 (OR GREATER),
0. METAL STRUCTURE- STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
TABLE OF CONTENTS ISHCETNO. I DESCRIPTION
1 NOTES
2 ELEVATION
3 - 5 INSTALLATION DETAILS
SIGNED: 0911SM14
DOORSM650IWDOWESTM 11L0/zRKEOTREET
vGRATZ. PA 17030-0370 GENS,
Js(0 F5 *= SERIES 3240/3540 FINLESS PVC SH WINDOW*•
STEEL REINFORCED - NON -IMPACT 52" X 62"
NOTES p Sl TAT OF
4P•,(ORIO 1AWN: OK NO. R1
L.
08-0022269 A i S"ONA11
G\
arNTS 01/09/14 1 OF 5
4
SEE ANCHOR CHARI
THIS SHEET FOR UNII
SIZE AND ANCHOF
OUANTITI
1
i
4
52 MAX FRAME WIDTH --{
I I
MAX.
T
I
O
62
8'
AX.
I.C.
MA
FRAI
HEIG
l—
I
LMAX.
h
iT
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t35.0PSF NONE
aEvawNs
REV DESCRIPTION OaiE APPROVED
REVISEO INSTALLATION OETAILS 09/16/15 1 R L.
Number of anchors reoulied at each lamb
Height
in)
Panel width (In)
30.0 36.0 42.0 48.0 52.0
24.0 2 2 2 2 2
30.0 2 2 2 2 2
36.0 3 3 3 3 3
42.0 3 3 3 3 3
46.0 3 3 3 3 3
54.0 4 4 14 4 4
60.0 4 4 4 4 4
62.0 4 4 4 1 4 4
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 3240/3540 FINLESS PVC SH WINDOW
STEEL REINFORCED - NON -IMPACT 52" X 62"
ELEVATION
WN• ONO N0.
V.L. 1 08-02269
SCALE NTS OaTE 01 /09/ 14Ism-i 2 OF 5
SIGNED: 0911612015
GENS
0 630••*:
AT OF ; QZ
i s'OMA 11`\
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
I1
1/I.W. J
SHIM SPACE
HEAD TO BE SET
iN A BED OF APPROVED
CONSTRUCTION ADHESIVE
RF-104S-020
REINFORCEMENT
GVL-d51-020
REINFORCEMENT
PENSIONS —
IFEVOESCRmIN)N OafE AvPROKp
p REVISED INSTALLATION DETAILS 09/16/15 R.L.
1 1/4- MIN, 1/4 MAX.
EMBEDMENT SHIM SPACE GVL-451-020
REINFORCEMENT
T-
7/ 16MIN. INTERIOR
EDGEDISTANCEI 8
WOOD J
SCREW / WOOD
FRAMING J/ OR
2X BUCK BY
OTHERS APPROVED
EXTERIOR SEALANT
EXTERIOR
INTERIOR JAMB
INSTALLATION DETAIL WOOD
FRAMING OR 2X BUCK INSTALLATION APPROVED
SEALANT
WOOD
FRAMING OR
2X BUCK BY
OTHERS GVL-
451-020 REINFORCEMENT
SILL
TO BE SET IN
A BED OF 4PPROVEO CONSTRUCTION
ADHESIVE 1/
d MAX. r
SHIM SPACE L
r
VERTICAL
CROSS SECTION WOOD
FRAMING OR 2X BUCK INSTALLATION NOTES•
1.
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY. 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM E2112 SIGNED:
0911612015 M650
WINDOESTWSDOORS\\\\\5
Il o4i,% KEDTSTREETr
GRATZ, PA 17030-0370 GEN p 5 *=
OTASERIES
3240/3540 FINLESS PVC SH WINDOW STEEL
REINFORCED - NON -IMPACT 52" X 62" DETAILS
p OF INSTALLATIONDOWN
BB
A 1o111A110\
G```\ SCALE
NTS0226 0AIEO1/09/14 s"E`390F 5
REVISIONS
METAL REV DESCRIPTION OME APPROVED
STRUCTURE
BY OTHERS 1/4 MAX. s REVISED INSTALLAIION OETAILS 09/16/15 1 R.L.
r SHIM SPACE
APPROVED
SEALANT
EXTERIOR
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
RF-104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
ER/OR
GVL-d51-02O
REINFORCEMENT
jf SILL BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
APPROVED o
SEALANT '
1/4 MAX.
F SHIM SPACE
METALSTRUCTURE 1
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES.,
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS TM E2112
1/4 MAX.
SHIM SPACE
GVL-451-020
REINFORCEMENT
5/8" MIN. INTERIOR
EDGE DISTANCE o _—
8 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0911612015
M650WINDOWSDOORS I10 zz MARKET
STREET GRATZ,
PA 17030-0370 J`S G ERC v *\
N.9
4p 0 ir= SERIES
3240/3540FINLESSPVCSHWINDOW*• STEEL REINFORCED - NON -
IMPACT 52" X 62" INSTALLATION DETAILS z,
o t
D TATPOKFCA&:: P
0R10"' . DRAWN.
DWG NoaEv08-SO fl269
A ONA 11E G\ st.LE ar
NTS 01/09/14 4 OF 5
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
APPROVED
SEALANT
EXTERIOR
APPROVED
SEALANT
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
a
e
i
ED 1=1
t /a MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
ruzRF-
104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
11. , ERIOR
GVL-451-020
REINFORCEMENT
SILL TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4 MAX.
1
SHIM SPACEA.s 1
T1116= I
a .
a
VERTICAL CROSS SECTION
CONCRETE WASONRYINSTALLATION
REVGOIIS
IREVDESCRIPTIONWEDIEapPROVA
I REVISED INSTALLATION DETAILS 09/16/15 1 R.L. I
MIN. y J EMBEDMENT
1
CONCRETE/MASONRY BY
OTHERS OPTIONAL
1 X BUCK a SEE
NOTES 3-7 SHEET
1 J
1/4 MAX. 3/
16- TAPCON 1 SHIM
SPACE GVL-
451-020 REINFORCEMENT
INTERIOR
2
1/2- O MIN.
EDGE
DISTANCE
EXTERIOR
APPROVED
SEALANT
JAMB
INSTALLATION DETAIL CONCRETE
MASONRYINSTALLATION NOTES:
1.
INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT
SHOWN FOR CLARITY. 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM Ell 12 MI
WINDOWS AND DOORS 650
WEST MARKET STREET GRATZ,
PA 17030-0370 SERIES
3240/3540 FINLESS PVC SH WINDOW STEEL
REINFORCED - NON -IMPACT 52" X 62" INSTALLATION
DETAILS ORANN.
ORG NO V.
L. 1 08-02269 xuE
NTS °`'E 01/09/14 S4-5 OF 5 SIGNED:
09/1 &2015 J•.
G E N y'91y,ii 6
0,
TAT
E Of ; 41 sjs
NAI ;ol``
Florida Building Code Online ' / 11, 1*
11
9
Page I of 3
dopr
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9ams S HoeLogInuserRegistrationHotTopSubffatSuroaafgeStitt afeatPubixatrom I RC staff a4S site M%P units SM10 PublicProduct Approval useR:
Public user
Product Approval Menu >
Proau[t or Aoolkafbn SearoT > Aodication Litt > Application Detail FL 8 FL17845-
112 Application Type Revision
Code Version 2017
Application Status Approved
Approved by OBPR.
Approvals by DSPR shall be reviewed and ratified by the POC
and/or the Commission if necessary. Comments Archived U
Product
Manufacturer MI
Windows and Doors Address/Phone/Email
6S0 West Market Street Gratz, PA 17030
717)365-3300
Ext2560 bsitlingerOmiwd.com Authorized
Signature Brent
Sitlinger bsitlinger@miwd.com Technical
Representative Address/
Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows Subcategory
Fixed Compliance
Method Certification
Mark or Listing Certification Agency American
Architectural Manufacturers Association Validated By Steven
M. Urich, PE 14J Validation Checklist -
Hardcopy Received Referenced Standard and
Year (of Standard) Standard AAMA/WOMA/CSA
101/I.S. 2/A440 AAMA/WDMA/CSA
101/I.S. 2/A440 Equivalence of Product
Standards Certified By Product
Approval Method
Method 1 Option A Date Submitted 03/
02/2018 Date Validated 03/
02/2018 Date Pending FBC
Approval Date Approved 03/
09/2018 Year 2005 2008
https://
floridabuilding.
org/
pr/pr_app_dti.aspx?param=wCfA"n 4Dgt jOX6 372Y ILJItln. 4
Florida Building Code Online Page 2 of 3
Summary of Products
r i
FL !f I Model, Number or Name Description
17845.1 13500 HP PW 72x60 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL1784S R2 C CAC 72x6O APC Fin.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2021
Design Pressure: +7S/-7S Installation Instructions
Other: FW-LC7S. Windows must be glazed in accordance FL17845 R2 II Install - 3SOOHP Fxd Fin 72x60 (B90991.01
Verified By: American Architectural ManufacturerswithASTME1300.
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17845.2 3500 HP PW 81x63 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL1784S R2 C CAC 81x63 APC.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: FW-LC50. Windows must be glazed in accordance FL1784S R2 II Install - 3SOOHP Fxd Fin 81x63 (B9099).odf
Verified By: American Architectural ManufacturerswithASTME1300.
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17845.3 3500 HP PW 96x60 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1784S R2 C CAC APC Fin 96x60 B0971.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/16/2020
Design Pressure: +SO/-50 Installation Instructions
Other: CW-PG50. Windows must be glazed in accordance FL1784S R2 II Install - 3SOOHP FXD Fin 96x60
with ASTM E1300. R09711.ndf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17845.4 13500 HP PW 9602 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ, No FL1784S R2 C CAC 9602 APC Fin and Finless.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant, No 04/30/2021
Design Pressure: +SS/-55 Installation Instructions
Other: FW-LCSS. Windows must be glazed In accordance FL1784S R2 II Install - 3SOOHP Fxd Fin 96x72 (B9099).odf
Verified By: American Architectural ManufacturerswithASTME1300.
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17845.5 3500 HP PW 72x60 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL1784S R2 C CAC 72x60 APC Finless.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2021
Design Pressure: +70/-75 Installation Instructions
Other: FW-LC70 FL1784S R2 II 08-01772AS.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL1784S R2 AE S124S6AS.odf
Created by Independent Third Party: Yes
117845.6 13SOO HP PW 196x60 finless Frame I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1784S R2 C CAC 96x60 APC Fin and Finless.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant, No 04/30/2021
Design Pressure: +60/-60 Installation Instructions
Other: FW-LC60 FL1794S R2 It 08-01773A6.odf
Verified By: Luis R. Lomas, PE PE-62514
https:Hfloridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgt2ZOX6B2YlUltlm... 3/21/2018
E2
ELEVATION
2' typ.
I d
72'
J 10' o.c'
I max.
2' typ.
TT
10' o.e.
Max.
L_
0
m
V'VCLEARANCE
ALL FOUR SIDES)
FLASH
BY OTHI
Anchor
See Section Oetail
a
r Min Edge 7/16' %
SHEATHING
Min Edge 7/16'
TERM WHICH
YN H '1/2' FRONT FLANGE)
JAMB DETAIL
HEAD DETAIL
IZE HEADER AS NEEDED
CAULK UNDER NAILING
FIN ENTIRE PERIMETER
BEFORE FASTENING.
SHIM AS
REQUIRED
E6 X 1-5/6' SCREW (SHOWN WITH j' SHEATHING)
MUST ACHIEVE 1-1/4' PENETRATION
INTO STUD.
SILL DETAIL
Voter.
1. Installation depicted based off of structural
test report j 89099.01-109-47.
2. Wood screws shall whiff the National
Design Specification for Wood
Construction for material type and
drmensionol requirements.
3. Wood buck installations are assumed 2x
S—P—F (G--0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
arc not allowed. Wood buck shall be
sealed to the structure to resist all
design barb.
4. Wood screw lengths shop be sufficient
to guarantee 1-1/4' penetration into
wood buck.
5. Maximum shim thickness of 1/4'
permitted at each fastener location,
Shims shall be load bearing, non —
compressible We.
6. These drowirgs depict the details
necessary to meet structural lood
requirements. They do not address the
air infiltration, water penetration, intrwion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the sae shown and the
design pressure claimed. For window
saes smaller than shown, locate jamb
fasteners oppmx 2' from owners and no
more than 10' on center. locate head/sill
fasteners opprox 2' from comers nM no
more than 10' on center. Design pressures
of smaller window sad are limited to that of
the test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +75 / -75 UNITS UP TO 72' x 60'
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
exc
INSTALLATION INSTRUCTIONS I V.M.R.
do FASTENER SCHEDULE — FIN— °om
0=
I 3500HP Picture Window I NONE 1 v 1
Windows 8 Doors
Gratz, PA
r
3500HP PW FIN -
Florida Building Code Online W I /V WQ/ i % -'1 D'VS V T A Page I of 3
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Product Approval Menu > Propuct or Aoolkatipn search > Aoolieation List > Application Detail
FL # FL18504-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived L]
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717)365-3300 Ext 2S60
bsitlinger®miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.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
r] Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis R Lomas
the Evaluation Report
Florida License PE-62S14
Quality Assurance Entity Architectural Testing, Inc., an Intertek company
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
R Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Standard
AAMA 450
Method 1 Option D
Xem
2010
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/21/2018
Florida Building Code Online Page 2 of 3
Date Submitted 09/23/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL * Model, Number or Name Description
18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with
Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18504 R2 It 08-0145SB.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62S14
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 156-3/8', Impact Resistant up to FL18504 R2 AE 512079B.odf
Wind Zone 3 1 Created by Independent Third Party: Yes
18SO4.2 M-1926 Vertical Mullion M-1926 Vertical Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FLISS04 R2 11 08-0144SB.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 84', Impact resistant up to Wind FLISS04 R2 AE 512069B.odf
Zone 3. Created by Independent Third Party: Yes
18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with
Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18504 R2 II 08-01834B.odf
Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62S14
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum span - 120', Impact resistant up to Wind FL18SO4 R2 AE S12S21B.odf
Zone 3. Created by Independent Third Party: Yes
16504.4 M-228S Vertical Mullion M-2285 Vertical Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FLISS04 R2 II 08-01833B.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 84', Impact resistant up to Wind FLIB504 R2 AE 512S20B.odf
Zone 3. 1 Created by Independent Third Party: Yes
18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18SO4 R2 If 08-01907A.odf
Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 120', Impact resistant up to Wind FL18SO4 R2 AE 512602A.odf
Zone 3. 1 Created by Independent Third Party: Yes
18504.E M-2300 Vertical Mullion M-2300 Vertical Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIBS04 R2 11 08-01906&ndf
Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 84', Impact resistant up to Wind FL18504 R2 AE 512601B.odf
Zone 3. Created by Independent Third Party: Yes
18SO4.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18504 R2 II 08-02834.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 120', Impact Resistant up to Wind FL18SO4 R2 AE 513629.odf
Zone 3. 1 Created by Independent Third Party: Yes
https:Hfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/21/2018
Florida Building Code Online kligy 0tv /orb I OA15 Y,04
r
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Product Approval
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Product Aoorpval Menu > Prpdutt or Aoolieatlpn Search > Application list > Application Oetall
FL # FL18504-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived (7
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsidinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis R Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Architectural Testing, Inc., an Intertek company
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
W Validation Checklist - Hardcopy Received
Certificate of Independence FL18504 R2 COI FL COI.odf
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/21/2018
Florida Building Code Online Page 2 of 3
Date Submitted 09/23/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL A: Model, Number or Name Description
18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with
Transom
Limps of Use Installation Instructions
Approved for use In HVHZ: No FL18SO4 R2 11 08-014SSB.od(
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 156-3/8", Impact Resistant up to FLIBS04 R2 AE S12079B.odf
Wind Zone 3 1 Created by Independent Third Party: Yes
18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion
Limits of Use Installattion Instructions
Approved for use In HVHZ: No FL18504 R2 If 08-01445B.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 84", Impact resistant up to Wind FL18SO4 R2 AE S12069B.odf
Zone 3. Created by Independent Third Party: Yes
18504.3 M-2285 Horizontal Mullion M-228S Horizontal Mullion Single, Twin or Triple with
Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18SO4 R2 If 08-01834B.odf
Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62S14
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum span - 120', Impact resistant up to Wind FL18SO4 R2 AE S12S21B.odf
Zone 3. 1 Created by Independent Third Party: Yes
18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18504 R2 It 08-01833B.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 84", Impact resistant up to Wind FL18SO4 R2 AE S12S20B.odf
Zone 3. 1 Created by Independent Third Party: Yes
18SO4.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18SO4 R2 II 08-01907A.odf
Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62S14
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 120', Impact resistant up to Wind FLISS04 R2 AE S12602A.odf
Zone 3. Created by Independent Third Party: Yes
18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL18504 R2 11 08-019068.odf
Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62S14
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 84", Impact resistant up to Wind FL18SO4 R2 AE S12601B.odf
Zone 3. Created by Independent Third Party: Yes
18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL18504 R2 II 08-02834.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Maximum Span - 120% Impact Resistant up to Wind FL18SO4 R2 AE S13629.odf
Zone 3. 1 Created by Independent Third Party: Yes
e.a .—
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/21 /2018
52 1/8"
MAX. UNIT WIDTH
MULLION SPAN)
H 1 WINDOW
MAX. MAX.
COMBINED
HEIGHT
H2 LEDO
Mari.n.n •iea/nn nneacc•e /naA
Tribubry
height UN
Mullion
1&00 24.00 $0.00
span In
36.00 4Z00 146.00 62.13
18.00 120.0 120.0 120.0 120.0 120.0 120.0 119.1
24.00 120.0 120.0 120.0 120.0 120.0 107.0 96.0
J&00 120.0 120.0 120.0 120.0 114.1 93.4 83.0
J&00 120.0 120.0 120.0 120.0 107.0 85.6 75.3
42.00 120.0 120.0 120.0 120.0 104.8 81.5 70.7
46.00 jl2O.OI 120.0 120.0 120.0 104.8 80.3 68.5
UOO 120.0 120.0 120.0 120.0 104.8 80.3 68.1
60.00 120.0 120 0 120.0 120.0 104.8 80.3 68.1
60.00 120.0 120.0 120.0 120.0 1048 80.3 68.1
72.00 120.0 120.0 120.0 120.0 104.8 80.3 68.1
76.00 120.0 120.0 120.0 120.0 104.8 80.3 68.1
BIRO 120.0 120.0 120.01 120.0 104.8 80.3 68.1
LARGE AND SMALL MISSILE IMPACT, LEVEL D, KIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
1
N
CON
HE
104 25"
MAX UNIT WIDTH
MULLION SPAN)
MAVIM11 n AIDCinn nneeeirro ranarlhl rhnA/neil
Tributary
Height
pN
Mullion S n and Individuat unit width In
311.00 48.00 60.00 72.00 61.00 KOO IOC25
16.00 24.00 30.00 36.00 42.00 48.00 52.13
1&00 120.0 120.0 1OD.7 01.5 60.9 405 31.5
24.00 120.0 107.0 80.3 64.2 46.5 30.8 24.0
30.00 120.0 925 68.5 54.1 37.9 25.1 19.5
36.00 120.0 82.8 60.8 47.6 3Z3 21.3 16.5
42.00 1 11&1 76.1 55.2 43.0 28.4 18.6
46.00 110.5 71.3 51.1 39.5 25.5 16.6
64.00 103.8 67.6 48.0 36.8 23.3 15.1
6&00 97.8 64.2 45.7 34.7 21.5
66.00 9Z5 61.1 43.7 33.0 20.1
72.00 87.6 58.4 41.9 31.7 19.0
7&00 83.5 558 40.3 30.6 18.1
00 79.6 53.5 3&8 29.5 17.4
LARGE AND SMALL MISSILE IMPACT, LEVEL D. MIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT- H1 + H2
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT
THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EOUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS
3 INSTALLATION DETAILS
REVISIONS
OESCRIPTON DATE APPROVEO
REVISED INSTALLATION DETAILS 08/07/IS R.L.
REVISED ANCHORING NOTES 1 10/17/17 1 ItL.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE
FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE
APPROVED UNDER SEPARATE APPROVAL.
6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
MANUFACTURED BY MI WINDOWS AND DOORS
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW UNIT.
8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL VERTICAL
MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
SEPARATE APPROVAL.
9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
SIGNED: 1011712017
MI WINDOWS D LLC R 11LIo EDOOR E,T650WESTMN 5
9'pGRATZ. PA 17030-0370 v •GE)v.9
z*• N0 5 *= M-1926 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND GENERAL NOTES p • TAT OF tLr
LE NTS 0` 03/06/ 12
08 50 E455 OF 3
8 ',/i/a70NAj1tN
L. R09ERTO L0I4S P.E. Luis R. Lomas P.E. 14n WOODFORD RD LEWISVILLE, AC 27M FL No.: 62514m-ems N nssoi wnme Dom
H1
168"
M
COMBINED
HEIGGHT
H2
J
156 3/8"
MAX. UNIT WIDTH
MULLION SPAN)
WINDOW
WINDOW WINDOW WINDOW
Maximum &sinn nmssura canaoifv cha 1IrmA
Tributary
Haight
In)
Mullion 31 ion and Individual unit width In
64.08 72.00 00.00 i0&00 120.00144.00 15&38
1&00 24 OO 3X&00 36.00 42.00 40.00 52.13
1&00 114.1 81.5 50.2 2&9 1&1
24.00 90.9 64.2 3& 1 21.9
00 76.7 53.0 31.0 17.7
3&00 67.1 46.7 2&2
42.00 60.4 41.6 22.8
40.00 65.5 37.6 20.3
64.60 519 34.6 18.4
00.00 48.9 32.5 163.9
66.00 46.3 30.7 15.7
72.00 43.9 29.2
T8.00 41.8 27.9
QR00 39.8 26.8
LARGE AND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
3 3/4"
1" 3/8"
3%,
2 1/32" 2 7/8"
z7/3L- I I
SECT5796 CLIP 2X 07/32"
FOR CONCRETE INSTALLATION
ALUMINUM 6063-T5.12r THICK
3 3/4"
2 3/16"
t" 3/8"
27/32" II
t 9/16"
2X 07/32"
1 9/16" O1-
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063.75.125' THICK
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT.
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT AT THE
INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP
2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP t
RIBUTARY HEIGHT -- H1 + H2
2
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 08/07/15 R.L.
8 REVISED ANCHORING NOTES 10/17/17 R.L.
2 X o7/32"
3 1/4'
1 3/8"
5/8"
3/8"
27/
3 3/4"
3/g-
13/32-
27/3 2. I I
I
MT000022 CLIP
16G4 (0637 GALVANIZED STEEL
SECT5796 CLIP
FOR CONCRETE INSTALLATION
ALUMINUM 6063•T5.125' THICK
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
M-1926 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
ELEVATION AND COMPONENTS
DRAW ORD NO.
V.L. 08-01455
SCALE NTS - 03/06/12 1 sm-2 OF 3
L ROBERTO LO UAS P.E.
1 q2 WOOOFORO RO LEWISVILLE AC 27W3
47/,680-M Apmasi .o0m
2 t/322 7/8"
2 23/32"
M-1926 MULLION
ALUMINUM 6005-T5.125' THICK
SIGNED: 1011712017
0 z
5
0. a1TTATTT OF
R10
111111101T1' Luis R. Lomas
P.E. FL No.: 62514
1 3/8"
MIN. EMBEDMENT
1/2" MIN
EDGE
DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
I
1/2" MIN
EDGE
DISTANCE
I
METAL
STRUCTURE
BY OTHERS
ANCHORING NOTES.
1 3/4"
MIN. EMBEDMENT
3/16' ELCO ULTRACON
TAPCON
M-1926 MULLION
INTERIOR
EXTERIOR
MULLION INSTALLATION
WOOD. CONCRETE 6 METAL
1"
MIN.
EDGE
DISTANCE
1" MIN
SEPARATION
MASONRY/
CONCRETE
BY OTHERS
1) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4"
MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1
3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3
THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A
MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND
12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW.
5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS.
6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) 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 THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0 42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. METAL — STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU-30KSI .0625" THICK MINIMUM.
REVWNS
REV OESCRIMN OATE APPROVED
A REVISED INSTALLAPON DETAILS 08/07/15 R L.
B REVISED ANCHORING NOTES 10/17/17 R L
04.0
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
M-1926 HORIZONTAL MULLION
SINGLE, TWIN AND TRIPLE WITH TRANSOM
INSTALLATION DETAILS
V.L. 1 08-01455
SME NTS IarE 03/06/12 1 sNECT3 OF 3
L ROBERTOLOMASP.E.
8432 WtlODFORD RD LEWISVILLE. NC 27=
474•6Ce 4w9 Nam=vk*fi%x e.wM
MULL MULL COVER
M1936
SHEAR BRACKET
6x3/4"
SELF DRILLING
SCREW
SECT5796 OR
MT000022
CLIP
SIGNED: 1011712017
iL11LT0,7j i i
N J
0
0 5
ATOF .t 11111111"
Luis
R. Lomas P.E. FL
No.: 62514
lVl\\\M LMl/rills V l r Vlll\lllr
3a iT
1 "5b 1 V. -
M
SCIS Home Log In User Registration Hot Topics ' Submit Surcharge Slats R Facts Publications FSC Staff ' SCIS Site Map ' Unks ! Search
Y Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Acollcation Ust > Appllmtlon Detail
FL # FL24564
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer KAYCAN LTD
Address/Phone/Email 1 Memorial Drive
Richford, VT 05476
662)252-9991 Ext231
Joe. lundine@kpproducts.com
Authorized Signature Joe Lundine
Joe.lundine@kpproducts.com
Technical Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
662) 252-9991
Joe. lund ine@kpproducts.com
Quality Assurance Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
662) 252-9991
Joe.lundine@kpproducts.com
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert 1. Amoruso, P.E.
the Evaluation Report
Florida License PE-49752
Quality Assurance Entity PFS Corporation
Quality Assurance Contract Expiration Date 08/17/2027
Validated By Steven M. Urich, PE
I?i Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
ASTM E330
ASTM E330
Year
2002
2014
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL24S64 RO Eouiv EER 2S12 RevO Aluminum -Soffit ss.odf
1V11VM L4llV Lllb "V.Lr Vlll Lll r r'. -V. •.
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
12/11/2017
12/12/2017
12/18/2017
02/13/2018
FL # Model, Number or Name Description
24564.1 Aluminum Soffit: 12' 3 Panel Aluminum Soffit: 12' 3 Panel 9518 Solid Soffit, 12" 3 Panel
9518 Solid Soffit, 12" 3 Panel 9517 Vented Soffit and 16" SP-600 No. 605 Vented Soffit -
9S17 Vented Soffit and 16" SP- Unlimited Spans
600 No. 605 Vented Soffit
Limits of Use Installation Instructions
Approved for use in HVH2: No FL24564 RO It KAY0010 Rev A AlumSoffit-
Approved for use outside HVH2: Yes UnlimitedSoan ss.odf
Impact Resistant: No Verified By: Robert J. Amoruso, PE FL PE No. 49752
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See Installation Instructions for Design Pressures. Evaluation Reports
FL24S64 RO AE PER 2S12 RevO Aluminum -Soffit ss.odf
Created by Independent Third Party: Yes
24564.2 Aluminum Soffit: 12" 3 Panel Aluminum Soffit: 12" 3 Panel 9518 Solid Soffit, 12" 3 Panel
9518 Solid Soffit, 12' 3 Panel 9517 Vented Soffit and 16" SP-600 No. 605 Vented Soffit -
9S17 Vented Soffit and 16" SP- Single Spans
600 No. 60S Vented Soffit
Limits of Use Installation Instructions
Approved for use in HVH2: No FL24S64 RO II KAY001S RevO AlumSoffit SinaleSoan ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752ApprovedforuseoutsideHVH2: Yes
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions for Design Pressures. FL24564 RO AE PER 2S12 RevO Aluminum -Soffit ss.odf
Created by Independent Third Party: Yes
24564.3 Aluminum Soffit: SP-600 16" Solid Aluminum Soffit: SP-600 16" Solid & Vented Soffit and 12'
Vented Soffit and 12" Solid & Solid & Vented 3 Panel Soffit - Single Spans
Vented 3 Panel Soffit
Limits of Use Installation Instructions
Approved for use in HVH2: No FL24S64 RO li KAY0014 RevO AlumSoffit ss.odf
Approved for use outside HVH2: Yes Verified By: Robert J. Amoruso, PE FL PE No. 49752
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, See Installation Instructions for Design Pressures. FL24S64 RO AE PER 2512 RevO Aluminum -Soffit ss.odf
Created by Independent Third Party: Yes
Back Hert
Contact us ;; 2601 Blair Stone 0.ead. Tallahassee FL 32399 Phone, BS0.487-1824
The State of Florida Is an WEED employer. Ceevrtaht 2007-2013 State et fledda. ;; Privacy Statement :: A «Ihllir ti 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
electronic mail to this entity. instead, contact the office by phone or by traddionai mall. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 If you are a licensee under
Chapter 4SS, F.S., please dick here .
Product Approval Accepts:
I
Credit Card
Safe
KAYCAN LTD
ALUMINUM SOFFIT - SOLID AND VENTED WITH SINGLE SPANS
N
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:
r
WINSTALLATIONNOTES:
1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING
CODE- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE 1. ANCHORS SHALL BE THE TYPE. SIZE. EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. W0.
DESIGN PRESSURES SHOWN ON THIS SHEET (SEE TABLE). THESE PRODUCTS WERE TESTED TO ASTM E33042.
STRUCTURAL TEST RESULTS BASED ON ASTM E330.02 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE INSTALLATION FASTENER SCHEDULE ON SHEET 2 AND IN INSTALLATION
DETAILS ON SHEETS S THROUGH 11.
2. DESIGN PRESSURE (OP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO EAVE WIDTHS.
2.1. FOR EAVE WIDTHS THE SAME AS THE MINIMUM AND MAXIMUM RANGES SHOWN, THE OP FOR THAT EAVE WIDTH 3, MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM. BRICK VENEER AND SIDING).
SHALL APPLY. EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL.
2.2. FOR EAVE MOTHS LESS THAN THE MINIMUM SHOWN, THE OP AT THE MINIMUM EAVE WIDTH SHALL APPLY.
2.3. FOR EAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE MAXIMUM SHOWN, THE OP MAY BE 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS
LINEARLY INTERPOLATED. COMPATIBLE WITH THE SUBSTRATE MATERIALS.
2.4. EAVE WIDTHS GREATER THAN THE MAXIMUM EAVE WIDTH SHOWN ARE NOT ALLOWED.
3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FENESTRATION TESTING v
LABORATORY, INC. TESTING REPORT NO. TW7. DATED &1113 AND NO. TM. DATED 521113 INCLUDING ASSOCIATED gLABORATORYSTAMPEDDRAWINGS.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE QRy
ZATTACHMENTSUBSTRATEFORTHESOFFITSHALLBEDETERMINEDTOBECAPABLEOFWITHSTANDINGANDKa
TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT 1 ~
OR ENGINEER OF RECORD FOR THE PROJECT. Z o U.
5. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY. DAMAGE. CRACKS OR DEFECTS i 2 2THATMAYPRECLUDETHESOFFITFROMPERFORMINGITSINTENDEDFUNCTIONSSHALLBEELIMINATED. W = 7
U?
S. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS. AND TRIM AROUND j
OPENINGS SHALL BE DONE W ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE -
BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURERS INSTRUCTIONS.
7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING
EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT
S. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE.
I9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE ARE SHOWN IN
THE APPROVED SOFFIT SCHEDULE ON SHEET 2.
10. MATERIALS,
10.1. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT AND TRIM IS MANUFACTURED FROM ALUMINUM ALLOY WITH
ASTM ES TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.66 KSI.
10.2. SEE SHEET 2 FOR SOFFIT SPECIFICATIONS.
TABLE OF CONTENT
SHEET DESCRIPTION
1 GENERAL NOTES AND SPECIFICATIONS
2 APPROVED ALUMINUM SOFFIT AND TRIM SCHEDULE
INSTALLATION FASTENER SCHEDULE
3 TO 5 SOFFIT AND ACCESSORY PROFILES
6 SOFFIT INSTALLATION CROSS SECTION
7 do 8 WALL SIDE — STAPLE DETAIL
9 do 10 WALL SIDE — NAIL DETAIL
11 FASCIA SIDE DETAIL
DESIGN PRESSURE (PSF) RATING
ALUMINUM SOFFIT SERIES
EAVE DESIGN PRESSURE
WIDTH (IN) PSF)
12 93.3/-40
SP-600 16' SOLID SOFFIT
SP-600 16" VENTED SOFFIT
24 80/-36.7
106.7/-46.712" SOLID 3 PANEL SOFFIT12
12" VENTED 3 PANEL SOFFIT
24 93.3/-40
DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED
ON Vosd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETERMINED
FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE
MULTIPLIED BY 0.6 PER THE CURRENT EDITION OF THE FLORIDA BUILDING CODE FOR
COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.
R•Wn J. Ammum P.E.
FtrE• P.E. ft 49752
R. • ofr41
SEE
Digitally signed by
Robert J AmoTuso
Date: 2017.12.08
10:44:43-05'00'
APPROVED ALUMINUM SOFFIT AND TRIM SCHEDULE
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Digitally signed by
Robert J Amoruso
Date: 2017.12.08
10:44:53-05'00'
Kaycan Aluminum Soffit Product
Product
Kaycan Catalog Panel Length
INSTALLATION FASTENER SCHEDULE
Wall Side
F-Channel Trim
Component Substrate fastener Min. Embedment Note 1 Max. Spacing
Channel
Wood Wall
Min. 1/8" 0.12" Dia. Nail with 3/8" Head Oia. 1-1/2" 24"
16GA. X 7/16" Width Crown Staple 1" Min. Length in 7/8" 24"
Concrete or Masonry
CMU Block Wall
0.09T' Diameter Hardened T-Nail V. 24"
1-Channel Trim
Component Substrate Fastener Min. Embedment Note l) Max. Spacing
Wood Wall
Min. 1/8` 0.12" Dia. Nail with 3/8" Head Oia. 1.1/2" 24"
16 GA. X 7/16" Width Crown Staple 1" Min. Length 7/8" 12"
Channel Wood gotten
Min. 1/8" 0.12" Dia. Nail with 3/8" Head Dia. 1-1/2" 12"
16GA. X 7/16" Width Crown Staple 1" Min. Length 7/8" 24"
Concrete or Masonry
CMU Block Wall
Min. 0.097" Diameter Hardened T-Nail 1" 12"
Ix2 Nominal Wood M8 x 3" FH Wood Screw or Tapping Screw 1.1/2" 24"
Wood
Batten
Concrete or Masonry
CMU Block Wall
3/16" ITW Tapcon Concrete Screw V. 24"
Fascia Side
Soffit
Comp onent Substrate Fastener Min. Embedment Note 1 Max. Spacing
Soffit Wood 16 GA. X 7/16"Width Crown Staple 1" Min. Len h 7/8" Located In Each
Fascia Trim '
Component Substrate Fastener Min. Embedment Note 1) Max. Spacing
asda Wood 1.3/4" Wnx 0.072" Oia. Trim Nail StainlessSteel 1-3/4" 48"
e 1: Embedment based on nominal length of fastener through soffit or channel into supporting substrate w/o wall finishes. Where wall
finishes are present, the fastener length will be increased as required to maintain embedment depth into supporting substrate.
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Digitally
16.6 signed by
5j- 5j.
Robert J
Amoruso
Date:
2017.12.08
SP-600 16 VENTED050
1 SOFFIT ALUMINUM
10:45:02
ocK wvour 05'00'
000 000 000
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Op0 OOO OOO
ppp Opp Opp
000 OOO Op0
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13.0
12.0
4"
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12" 3 PANEL SOLID
0.350 SOFFIT — ALUMINUM
LOCK LAYOUT
13.000
12.0
4Tt.. 41t" —
F 12" 3 PANEL VENTED
0.350
LOCK LAYOUT i SOFFIT — ALUMINUM
ROW J. AnOWL PE.
Rm P.E Nu IW52
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Digitally signed by
Robert J Amoruso
Date: 2017.12.08
10:45:12-05'00'
0
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ALUMINUM (No. 1191 C, ALUMINUM (No. 9700) <N oil
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1.44
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ALUMINUM (No. 1029)
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Digitally signed by
Robert J Amoruso
Date: 2017.12.08
10:45:23 -05'00'
a 3
4
ROOF TRUSS W
SOFFIT 0.
DRIP EDGE
FASCIA BOARD
FASCIA TRIM
90 s
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A
FASCIA —SIDE DETAIL_
WALL —SIDE DETAIL
F-CHANNEL SHOWN, J—CHANNEL ALLOWED y
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
ROOF/ WALL INTERFACE DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
ROOM J. Amw P.E.
PIaRE H4 497SZ Digitally
signed
by Robert
J Amoruso
Date:
Rom
E 2017.12.08 10:
45:33 05'
00'
THREE (3) MIN. 16 GA. X 7/16" WIDTH CROWN
STAPLE 1" MIN. LENGTH IN A TRIANGULAR m a
PATTERN 24" ON CENTER FOR WOOD 4
SUBSTRATE. SEE PATTERN DEFINITION BELOW.
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1/8" THERMAL BETWEEN 1
4
EXPANSION STAPLES
GAP I E
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STAPLES
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P.E NM 49752 F-
CHANNEL WALL SIDE - STAPLE DETAIL pOSy'011a f?W WOOD
SUSBTRATE''„AL`.'`+ M
Digitally
signed by 2X
WOOD FRAMING WITH Robert J Amoruso 7/
16" MINIMUM PLYWOOD/OSB SHEATHING Date: 2017.12.08 10:
45:42-05'00'
2X2 NOMINAL WOOD BATTEN (SG = 0.42 MIN.) I m
R
16 GA. X 7/16" WIDTH CROWN
STAPLE 1" MIN. LENGTH WITH
7/8" MIN. EMBEDMENT 24" ON o
CENTER INTO WOOD BATTEN. a
8 x 3" FH WOOD SCREW OR TAPPING SCREW
WITH 1-1/2" MIN. EMBEDMENT INTO WOOD WALL
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16 GA. X 7/16" WIDTH CROWN
STAPLE 1" MIN. LENGTH WITH
7/8" MIN. EMBEDMENT 12" ON UjiCENTERINTOWOODWALL.
1/8" THERMAL
EXPANSION
GAP
A, A Amum V.E.
Rm RE Na 49752
Digitally
signed by
Robert J
1.' ^N . ,Amoruso
J-CHANNEL WALL SIDE - TSSTAPLE DETAIL
a" Date: 4-Roll.' '
2017.1 z.os
WOOD SUSBTRATE 10:45:53
05'00'
F-CHANNEL
1/8" THERMAL
EXPANSION
GAP
MIN. 1/8" (0.12") DIAMETER NAIL WITH 3/8" HEAD DIAMETER WITH 1-1/2" EMBEDMENT
24" ON CENTER FOR WOOD SUBSTRATE
OR
MIN. 0.097" DIAMETER T-NAIL OR STUB NAIL WITH 1" ENGAGEMENT
24" ON CENTER FOR CONCRETE/MASONRY
SOFFIT
F-CHANNEL WALL SIDE - NAIL DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
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Digitally signed by
Robert J Amoruso
Date: 2017.12.08
10:46:04-05'00'
O)
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Z
2X2 NOMINAL WOOD BATTEN (SG = 0.42 MIN.)
1/8" (0.12") DIA. RING -SHANK NAIL WITH MIN. 3/8"
HEAD DIA. WITH 1-1/2" EMBEDMENT 12" ON CENTER
INTO WOOD BATTEN
8 z 3" FH WOOD SCREW OR TAPPING SCREW
WITH 1-1/2" MIN. EMBEDMENT INTO WOOD WALL
OR 3/16" ITW TAPCON CONCRETE SCREW
WITH 1" MIN. EMBEDMENT INTO
CONCRETE/MASONRY WALL
SOFFIT
J-CHANNEL
1/8" (0.12") DIA. RING -SHANK NAIL WITH MIN. 3/8" HEAD DIA.
WITH 1-1/2" EMBEDMENT 24" ON CENTER INTO WOOD
SUBSTRATE OR MIN. 0.097" DIAMETER T-NAIL NAIL WITH 1"
ENGAGEMENT 24" ON CENTER INTO CONCRETE/MASONRY
1/8" THERMAL
EXPANSION
GAP
J-CHANNEL WALL SIDE - NAIL DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
Ratan J. A,m. P.E.
Rm P E. N& 49752
Digitally
signed by
r t•,, RobertJ E
Amoruso R•
Date: ry~
MNt6 r2017.12.08 f .T"
10:
46:14 05'
00'
n
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FASCIA BOARD 4
U
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Ka
SOFFIT
FASCIA TRIM gJ
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3/8" LEG LENGTH X 3/8" WIDTH J —O
2&
22T50 (16 GA.) CROWN STAPLE LOCATED IN EACH 22SOFFITPANELVALLEYmoz
1-3/4 LONG X 0.072" DIA. TRIM NAIL 4s
STAINLESS STEEL 48 ON CENTER t;
FASCIA SIDE DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
FWI.0 RE NM 49752
Digitally
signed by
5
Robert J
i' Amoruso
jvf Date:
AU 2017.12.08
10:46:24
05'00'
1 lVlllAM LMlllllllb VYb Vll•l•l. 1 Mblr L Vl 4.e
SCIS Home ' Loy In ' User Registration Hot Topics : Submit surcharge slats S facts Publications I FaC start SCIS Site Map Unks search
Product Approval
pr USER: Public User
Product Approval Menu > Product or Aoollotlon Search > Aoola:ation List > Application Detail
FL # FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext2305
kerri_eden@tamko.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
Cl Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden P.E.
R Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 100
Equivalence of Product Standards
Certified By
Sections from the Code
Yrac
2016
2010
2011
1995
Approved Testing Lab
FL183SS R4 Eouiv UL letter for standards for FBC 2017.odf
aVLIL.M Lt4lltJ ills \.Vblb Vlla all\, E,.- V.
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
r
Method 1 Option D
09/25/2017
09/27/2017
10/08/2017
12/12/2017
FL # Model, Number or Name Description
1835S.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL183SS R4 II TBP15001.4 2017 FBC Eval Report Shinales
mod[
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
FL183SS R4 AE TBP15001.4 2017 FBC Eval Report
Shingles final.odf
Created by Independent Third Party: Yes
Back Neat
Contact Us ;; 2601 Blair Stone Read. Tallahassee fL a2399 Phone, ASO.497-10124
The State of Florida Is an AA/EEO employer. Caovrieht 2007.2013 State of Florida, :: Privacy Statement ;: Accessibility etate_ment ;: Reftind gtatem nt
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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 1150.487.1395. -pursuant to
Section 4SS.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 smalls provided may be used for official communication with the 8censee. 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 an be made available to the public. To determine If you are a licensee under
Chapter 45S, F.S., please click here .
Product Approval Accepts:
Credit Card
Safe
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6r" EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017
220 West 4'" Street
Joplin, MO 64801
417) 624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (OUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5. 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Enti Reoort No. Standard Year
PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995
UL LLC (TST9628) 02NK9507 ASTM D 3161 2016
UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC (TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC (TST9628) 08CA59132 ASTM D 3161 2016
UL LLC (TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC (TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC (TST9628) IOCA64882 ASTM D 3161 2016
UL LLC (TST9628) I INK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC (TST9628) 12CA24551 ASTM D 3161 2016
UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC (TST9628) 4787043752 ASTM D 3161 2016
UL LLC (TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017
T131315001.4 FL18355-R4 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.
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-SeaW 12-1/4' x 36', ASTM D 3161. Class F and ASTM D 7158, Class H self-sealing, 3-tab
Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal 12-1/4' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal 12-1/4' x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4' x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg & complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg & complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium 12' x 36", ASTM D 3161, Class F and ASTM D 7158. Class H fiberglass reinforced,
Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Vintage® 17-12' x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Woodgate 13-1/4' x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate 12" x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural
Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4' x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge 12' x 12', ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 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.
0 CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Elite GlassSeal® Basic Wind Speed (V, h): Max. 194 mph
Frederick, Joplin & Basic Wind Speed (Vasd): Max. 150 mph
Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass -Seal new construction; Min. 15/32 in. plywood existing
Frederick, Joplin (Non- construction.
HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'4 Nail
Pattern' or "6 Nail Pattern' detailed below.
NWArftran
WAILS
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
MW
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
7ff
5-1181,
7I8o
5-1181,
TBP15001.4 FL18355-R4 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
Heritage®
Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage® Premium
Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage® Woodgate
Dallas & Frederick)
6-1/8"
Basic Wind Speed (V„ n):
Basic Wind Speed (Vaw)
Deck (HVHZ):
Deck (Non-HVHZ)
Underiayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattem" or "6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
EXPOSURE 6-6/9'
1 " -- 12-1 /2" --12-3/8" 12-1 /2'"- -1 "
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
k L BOND
EXPOSURE 5-5/8"
1&M 7-1/2"-bf*- 7,.1V8-*-7-1 11-1"
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
COMMON BOND
T T
6-1/13" EXPOSURE 5 519"
1 = 4 7-1/2+-1/2+7-M+-1/2+7-1/2a4 —V'
Figure S. Heritage® Woodgate
6 Nail Pattern
PAINT
LINE,
7-7/&'
14,
Common Bond
t
L
1
1 39-3/8" 1
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
L ZONE
EDGE OF
COMMON
BOND
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 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
Hip & Ridge Basic Wind Speed (V„ n):
Frederick & Joplin) Basic Wind Speed (V,,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
rnl
1/8" exposure
Figure 1
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
bxposure
TSP15001.4 FL18355-114 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
Vintage® Hip & Ridge Basic Wind Speed (Vu4:
Phillipsburg) Basic Wind Speed (Vaw):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
rnl
exposure
Figure 1
I' Fastener
r -5-1/2"
Figure 2
a- expusure
rlgure s
Figure 15. Vintage® Hip S Ridge (Phillipsburg)
TBP15001.4 FL18355-R4 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 not
specifically addressed herein.
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and Gadding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) 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 code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
QG.rP GENSF ZFiSj' 201 7.09.L5
ti.
l No 74021 11:31:41
0400'
0:• STATE OF
c4 O R `O
P: , Zachary R. Priest, P.E.
S,811111ONq ` ,`
Florida
Registration No. Organization
No. 21
ANE116
9 CERTIFICATION
OF INDEPENDENCE CREEK
Technical Services, LLC does not have, not 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.
END
OF REPORT TBP15001.
4 FL18355-R4 Page 11 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
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017)
Manufacturer: MID -STATES ASPHALT AND CANT STRIP, INC. Issued September 30, 2017
1637 510 Street
Tuscaloosa, AL 35401
800) 489-2391
hftp://www.midstatesasphalt.com
Manufacturing Plants: Nashik, India
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Underiayments
Code Sections: 1507.1.1
Properties: Physical properties
REFERENCES
En& Report No. Standard Year
PRI Construction Materials Technologies (TST6049) RTX-002-02-01 ICC-ES AC 188 2012
PRI Construction Materials Technologies (TST6049) MSA-038-02-01 ASTM D 4533 2015
PRODUCT DESCRIPTION AND APPLICATION
MSA QUIK-FELT MSA QUIK-FELT is a woven polypropylene mechanically attached undertayment for use
in steep slope roofing as an alternative to ASTM D 226, Type I and Type II with a with a
minimum tear strength per ASTM D 4533 of 20 pounds,
Deck Type: The roof deck shall be constructed of closely fitted
plywood sheathing for new or existing construction.
Plywood deck shall be installed in accordance with
FBC requirements. Roof decks shall have no more
than 1/8" gap at abutting joints.
Attachment method: Underlayment shall be attached in accordance with
the FBC Table 1701.1 and the manufacturer's
installation instructions. The undedayment is
installed starting at the eave, with the length of the
roll parallel to the eave with the printed side facing
up. All side laps shall be installed to shed water
from the deck.
Allowable roof coverings: Permitted to be used as prescribed in FBC Table
1507.1.1 with mechanically fastened roof coverings.
MSA14001.2 FL17188-R2 Page 1 of 2
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 MID -STATES ASPHALT AND CANT STRIP, INC.
MSA QUIK-FELT
TECHNICAL SERVICES, LLC
LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product 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) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to undedayment application.
6) Roof slope limitations shall be in accordance with FBC requirements.
7) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
shall be staggered between courses in accordance with the manufacturer's application instructions.
8) The underlayment may be used as described in other current FBC product approval documents.
9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
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.
Illrrriii
p ii,
No 74021
CC =
33 STATE OF :QJ
1,0I11%I
CERTIFICATION OF INDEPENDENCE
2017.09.30
j " 14:57:39
04'00'
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.
END OF REPORT
MSA14001.2 FL17188-R2 Page 2 of 2
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.
Florida Building Code Online
r
WJ Fe—LA1 Nt,OV ' Page 1 of 2
ProfessionalBusiness & Regulation
dopr
BaS Home Log In user Registration Mot Topics submit Surcharge Stats a Facts Publications I FSC Staff each ssitenapUnkssearftid
Product
Approval USER:
welt user Product
Aooroval Menu > Product a Aoolkatbn Search > Aonikatlon Lht > Application Detail FL #
FL17188-112 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Cl Product
Manufacturer Mid -States Asphalt & Cant Strip, Inc. Address/
Phone/Email 1637 Slst Avenue Tuscaloosa,
AL 3S401 20S)
34S-6634 mosses@msaroof.
com Authorized
Signature Moises Rached molsesomsaroof.
com Technical
Representative Address/
Phone/Email 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 l
A Evaluation Report - Hardcopy Received Florida
Engineer or Architect Name who developed Zachary R. Priest the
Evaluation Report Florida
License PE-74021 Quality
Assurance Entity UL LLC Quality
Assurance Contract Expiration Date 12/31/2020 Validated
By Locke Bowden P.E. 2
Validation Checklist - Hardcopy Received Certificate
of Independence FL17188 R2 COI MSA14001.2 2017 FBC Evaluation Report Svn Underlavment
final.odf Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code 1507.
1.1 Product
Approval Method Method 2 Option B https:
Hfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvCo3EapillBXQg6d... 3/20/2018
Florida Building Code Online Page 2 of 2
Date Submitted 09/30/2017
Date Validated 10/03/2017
Date Pending FBC Approval 10/04/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
17188.1 MSA Quick -Felt synthetic underlayment for use in steep slope roofing.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17188 R2 11 MSA14001.2 2017 FBC Evaluation Report
Syn Underlavment final.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
FL17188 R2 AE MSA14001.2 2017 FBC Evaluation Report
Syn Underlavment final.odf
Created by Independent Third Party: Yes
fsadt Next
Contact lri :: 260t Blair Stone Road. TaOahassee Ft ]2]99 Phone: aS0-487.1824
The State of Florida Is an AA/EEO employer. Coovdaht 2007.201 ] Stote of Florida.:: Prlvacv 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
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact aS0.487.139S. *Pursuant to
Section 4SS.27S(t), Florida Statute&, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If
they have one. The entails 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 nude available to the public. To determine If you are a licensee under
Chapter 4SS, F.S., please dick here .
Product Approval Accepts:
ME ® 1
Credit Card
Safe
https:Hfloridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvCo3EapillBXQg6d... 3/20/2018
Certificate of Authorization No. 29824
17520 Edinburgh Or
CREEK Tampa, FL 33647
813)480-3421
TECHNICAL SERVICES, LLC
EVALUATION REPORT .
FLORIDA BUILDING CODE, C EDITION (2017)
Manufacturer: MID -STATES ASPHALT AND CANT STRIP, INC. Issued September 30, 2017
1637 51$' Street
Tuscaloosa, AL 35401
800) 489-2391
htto:/twww.midstatesasg)halt.com
Manufacturing Plants: Nashik, India
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
Roofing
Undedayments
1507.1.1
Physical properties
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST6049) RTX-002-02-01 ICC•ES AC 188 2012
PRI Construction Materials Technologies (TST6049) MSA-038-02-01 ASTM D 4533 2015
PRODUCT DESCRIPTION AND APPLICATION
MSA QUIK-FELT MSA QUIK-FELT is a woven polypropylene mechanically attached underlayment for use
in steep slope roofing as an alternative to ASTM D 226. Type I and Type II with a with a
minimum tear strength per ASTM D 4533 of 20 pounds,
Deck Type: The roof deck shall be constructed of closely fitted
plywood sheathing for new or existing Construction.
Plywood deck shall be installed in accordance with
FBC requirements. Roof decks shall have no more
than 1/8' gap at abutting joints.
Attachment method: Underlayment shall be attached in accordance with
the FBC Table 1701.1 and the manufacturer's
installation instructions. The underlayment is
Installed starting at the eave, with the length of the
roll parallel to the eave with the printed side facing
up. All side laps shall be installed to shed water
from the deck.
Allowable roof coverings: Permitted to be used as prescribed in FBC Table
1507.1.1 with mechanically fastened roof coverings.
MSA14001.2 FL17188-R2 Page 1 of 2
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 assuranoe 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.
w
CREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
MIDSTATES ASPHALT AND CANSTRIP, INC-
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers publishedapplicationinstructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deckshallbecheckedforprotrusionandcorrectedpriortounderlaymentapplication.
6) Roof slope limitations shall be in accordance with FBC requirements.
7) All undedayments shall be installed with the roll length parallel to the eave, starting at the eave, and lappedInsuocesscoursesinstalledupthedeckinamannerthateffectivelyshedswaterfromthedeck. End lapsshallbestaggeredbetweencoursesinaccordancewiththemanufacturersapplicationinstructions.
8) The undedayment may be used as described in other current FBC product approval documents.
9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck. 10) The undedayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
to IIIIIII/ICIaYR. P
E . QG•• \. G •NSF • FS>'. V
No 74021 '
9 '. STATE OF
i T .'c
O R
Si`,5
N A0101 t"%%`%`
CERTIFICATION OF INDEPENDENCE
2017.09.30
14:57:39
04'00'
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.
ENO OF REPORT
MSA14001.2 FL171MR2 Page 2 of 2
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.
t Florida Building Code Online Page 1 of 2
rA
dbpr
Gas Home Lop In User Registration Hot Topics Submit Surcharge Slats a Facts Publications i F8C staff SCIS Site Map Unks Search
bicki
Product Approval
IUSER: Public User
Product Aooroval Menu > Product or Aoollra[bn Seartli > Aoolkatlon lht > Application Oetall
FL 1t FL4500-R4
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
L1
Altenloh, Brinck and Co. U.S., Inc.
02105 Williams Cty. Rd. 12-C
Bryan, OH 43506
800) 443-9602
pgarrigus@trufast.com
Peter Garrigus
pgarrigus@trufast.com
Peter C. Garrigus
02105 Williams County Road 12-C
Bryan, OH 43506
800)443-9602
pgarrigus0trufast. com
Roofing
Roofing Fasteners
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
U Evaluation Report - Hardcopy Received
Robert Nleminen
PE-59166
FM Approvals - QA
04/08/2019
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) 5tandand
TAS 114, Appendix E
TAS 117
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1995
1995
https:Hfloridabuilding.orglpr/pr app_dti.aspx?param=wGEVXQwtDquGe469gv%vY7G8Ui... 3/21/2018
t Florida Building Code Online Page 2 of 2
W 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.
Documentation from approved Evaluation or Validation Entity r:Yes CNo ON/A
FL4S00 R4 CDC 2017 09 AFFIRMATION ALTENLOH FL4500-
R4 6th Edition (20171.odf
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/25/2017
Date Pending FBC Approval
Date Approved 10/01/2017
Summary of Products
FL # Model, Number or Name Description
4500.1 Trufast Roof Fastening Components Fasteners, stress plates and batten bars for use in roof
assemblies.
Limits of Use Installation Instructions
Approved for use In HVH2: No FL4S00 R4 If 2014 10 FINAL ER ALTENLOH FL4S00-
R2.odApprovedforuseoutsideHVH2: Yes
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 for Limits of Use. Evaluation Reports
FL4S00 R4 AE 2014 10 FINAL ER ALTENLOH FL4500-
111odf
Created by Independent Third Party: Yes
aadt Vert
Contact us:: 2601 61a1r Stone need_ Teaahessee FL ]2799 Phone. 8S0-497-I111241
The state of Florida Is an AA/EEO employer. Cnovr!oht 2007-201 ] SLte of Flarlda.:; prisppr jtpbernent :: ACUMsibiQpStatement :: gefupp, Statement Under
Florida law, !mall addresses are pudic records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.139S. -Pursuant to Section
455.275(t ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ernall address If they
have one. The emalls provided may be used rot official communication with the licensee. However emall addresses are public record. If you do not wish to wooly
a personal address, please provide the Department with an entail address which can be made available to the public. To determine If you are a licensee under Chapter
45S, F.S., please didt )ter! . Product
Approval A¢epta: Credit
Card Sate
https:
Hfloridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquGe469gvwY7G8Ui... 3/21/2018
QOTRINITYIERD
EVALUATION REPORT
Altenloh, Brinck & Co. U.S., Inc.
02105 Williams County Road 12-C
Bryan, OH 43506
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization !l9S03
353 CHRISTIAN STREET, UNIT 13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report A32M.OS.12-111
FL4500-R2
Date of Issuance: OS/iS/2012
Revision 1:10/17/2014
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. The product described herein has been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: Trufast Roof Fastening Components
LABELING: Labeling 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 I 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 I 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 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Hobert Nleminen, P.E on 10/1712014 Thisdoes not serve
as an electronically signed document. Signed, sealed hardcoples have been
transmitted to the Product Approval Administrator and to the
named client CEFMACATION OF INDEPENDENCE: 1.
Exterior Research & Design,
LLC. d/b/a Trinity I 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. Exterior Research & Design,
I.I.C. d/b/a Trinity I 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 IERD 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.
QOTRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Fasteners
Compliance Statement: Trufast Roof fastening Components, as produced by Altenloh, Brinck & Co. U.S., Inc., have
demonstrated compliance with the Florida Building Code through testing in accordance with the Standards set forth herein.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Sections Prone Standard Year
1506.6, 1513.1,1520.4 Corrosion Resistance TAS 114(E) 1995
1520.4 / TAS 110 Withdrawal & Rupture TAS 117(A), (8), (C) 1995
3. REFERENCES:
Entitv Examination Reference Date
ERD (TST 6049) Withdrawal & Rupture 4670.10.95-1 10/O1/199S
ERD (TST 6049) Withdrawal & Rupture 4670.07.97-1 07/01/1997
ERD (TST 6049) Withdrawal & Rupture 4670.03.01-1 09/20/2001
ERD (TST 6049) Withdrawal E1060.03.06 03/14/2006
ERD (TST 6049) Rupture EO8950.03.08-1 03/28/2008
ERD (TST 6049) Withdrawal & Rupture A35880.04.12 04/03/2012
FM (TST 1867) Corrosion Resistance 0W4A1.AM O1/07/1993
FM (TST 1867) Corrosion Resistance 3031797 OS/19/2008
FM (TST 1867) Corrosion Resistance 3040205 06/08/2010
FM (QUA 1860) Quality Assurance Inspection Report 04/08/2014
4. PRODUCT DESCRIPTION:
4.1 Fasteners:
Part Name Substrates Head Style Drive
Trufast N12 DP Wood, Steel Truss 3 Phillips
Trufast #12 DPH Wood, Steel Hex Washer Hex
Trufast A14 HD Wood, Steel, Concrete Truss 3 Phillips
Trufast #14 Stainless Steel HD Wood, Steel, Concrete Truss p3 Phillips
Trufast #1S EHD Wood, Steel Truss 3 Phillips
Trufast #21 SHD Wood, Steel Truss q3 Phillips
Trufast #12 Purlin Fastener (hex drive) Steel Hex Washer Hex
Trufast #12 Purlin Fastener (square drive) Steel Pancake N3 Square
Trufast Fluted Concrete Nail Concrete Pan N/A
Trufast SIP TP Fastener Wood Pancake T-30 6 Lobe
Trufast SIP LO Fastener Wood, Steel, Concrete Pancake T-30 6 Lobe
Trufast SIP HD Fastener Steel Pancake T-30 6 Lobe
Trufast TL CWF, Gypsum Round p4 Square
4.2 Plates & Bars:
Part Name Dimensions
Trufast 2" Metal Seam Plate 0.030" x 2" diameter Galvalume
Trufast 2" Barbed Metal Seam Plate 0.030" x 2" diameter Galvalume
Trufast 2.4" Barbed Metal Seam Plate 0.040" x 2.4" diameter Galvalume
Trufast 2.4" Barbed Metal Seam Plate (14 Barb) 0.040" x 2.4" diameter Galvalume
Trufast 2.4" Scoop Seam Plate 0.040" x 2.4" diameter Galvalume
Trufast 2-3/4" Barbed Metal Seam Plate (EHD) 0.040" x 2.75" diameter Galvalume
Trufast 2-3/4" Barbed Metal Seam Plate (SHO) 0.040" x 2.75" diameter Galvalume
Trufast 3" Metal Insulation Plate 0.018" x 3" diameter Galvalume
Trufast 3" Recessed Metal Insulation Plate 0.018" x 3" diameter Galvalume
Exterior Research and Design, U.C. Evaluation Report A32S70.OS.12-Ri
Certl/kate oJAuthoritation 09503 FL4S00-R2
Revision 1:10/17/2014
Page 2 of 7
VTRINITYIERD
Part Name Dimensions
Trufast TL 3 in. Insulation Plate 0.017" x 3" diameter Galvalume
Trufast flat Batten Bar 0.047" x 121" long bar or 220 ft long coil; Galvalume; holes at 6 or 12-inch o.c.
Trufast Recessed Batten Bar 0.047" x 121" long bar; Galvalume; holes at 6 or 12-inch o.c., recessed 1/8-inch
4.3 Pre -Assembled Components:
Part Name Substrates Description
Trufast 3" Pre -Assembled Insulation Plate Wood, Steel Trufast #12 OP with Trufast 3" Metal Insulation Plate or Trufast #12
OPH with Trufast 3" Recessed Metal Insulation Plate
Trufast FM-75 Base Sheet fastener Aggregate Two piece factory assembled fastener and plate formed from stamped and
lightweight folded steel. The fastener consists of dual 1.2 in. long rectangular gripping
concrete, gypsum legs and a square cap that is formed from 0.013 in. thick G-90 hot dipped
galvanized steel or cold rolled steel that is coated with a black urethane
coating. The 2.7 in. diameter plate is formed from 0.013 in. thick Galvalume
steel. The fasteners are designed for use in minimum 1 in. thick lightweight
vermiculite, perite or cellular concrete decks but may be used in sound
existing poured gypsum decks if they can be driven without damage to the
fastener or deck. The fasteners are designed to be installed through a base
sheet Into roof decks using a Magnetic Driver or Twin Loc Driver.
Trufast FM-90 Base Sheet fastener Cellular or Two piece factory assembled fastener and plate formed from stamped and
aggregate folded steel. The fastener consists of dual 1.7 in. long rectangular gripping
lightweight legs and a square cap that Is formed from 0.013 In. thick G-90 hot dipped
concrete, gypsum galvanized steel or cold rolled steel that is coated with a black urethane
coating. The 2.7 in. diameter plate Is formed from 0.013 in. thick Galvalume
steel. The fasteners are designed for use in minimum 2 In. thick lightweight
vermiculite, pedite or cellular concrete decks but may be used in sound
existing poured gypsum decks if they can be driven without damage to the
fastener or deck. The fasteners are designed to be installed through a base
sheet into roof decks using a Magnetic Driver or Twin Loc Driver.
Trufast FM-290 Base Sheet fastener Cellular or Two piece factory assembled fastener and plate formed from stamped and
aggregate folded. The fastener consists of tandem dual 1.7 in. long rectangular gripping
lightweight legs and a square cap that is formed from 0.013 in. thick G-90 hot dipped
concrete, gypsum galvanized steel or cold rolled steel that is coated with a black urethane
coating. The rectangular plate is formed from 0.013 in. thick Galvalume steel.
The fasteners are designed for use in minimum 2 in. thick lightweight
vermiculite, perlite or cellular concrete decks but may be used in sound
existing poured gypsum decks if they can be driven without damage to
fastener or deck. The fasteners are designed to be installed through a base
sheet into roof decks using a Magnetic Driver or Twin Loc Driver.
Trufast Insuldeck Loc-Nail Base Sheet Cementitious wood Two piece factory assembled fastener and plate formed from stamped and
Fastener fiber folded steel. The fastener consists of a 1-7/8 in. long dual shank and integral
head that are formed from 0.022 in. thick Galvalume coated steel. The round
2.7 in. diameter plate is stamped from 0.013 in. thick Galvalume coated steel.
The fasteners are designed to be installed through a base sheet or thin
insulation into cementitious wood fiber roof decks using an Insuldeck Driver.
Trufast Twin Loc-Nail Assembled fastener Cementitious wood Two piece factory assembled fastener and plate formed from stamped and
fiber, cellular or folded steel. The fastener consists of a 1.4 in., 1.8 in., 2.8 in., 3.8 in. or 4.8 in.
aggregate long tapered oval Galvalume or G-90 galvanized steel tube factory assembled
lightweight to a 2.7 in. diameter Galvalume steel plate and a 0.080 in. diameter carbon or
concrete, gypsum stainless steel locking staple. The fasteners are driven with a Twin Loc-Nail
Driver by placing a fastener on the face of the driver with the exposed locking
staple positioned In the slot in the face of the driver and driving the fastener
into the roof deck with a single impact. A second impact drives the locking
staple through the tube/plate assembly until it is flush with the top of the
plate, forcing the legs of the locking staple out of the bottom of the tube and
into the deck.
Exterior Research and Design, I.I.C. Evaluation Report A32S70.05.12-Ri
Certiftote of Autnorirotfon A9Sp3 f L4S00-R2
Revision 1:10/17/2014
Page 3 of 7
QOTRINITYIERD
TABLE l: TYPICAL PERFORMANCE, STATIC WITHDRAWAL, ULTIMATE LOAD (LBF)
Substrate
cellular
Min. 19/32' Min. 22 ga. Min. 2,SOO psi Min. /.' thick Min. X'thlck UShtxreight
Fastener plyuwod Grade SO Steel concrete steel steel Tectum Poured Gypsum Concrete
Trufast #12 OP or OPH SS6 463 N/A N/A N/A N/A N/A N/A
Trufast#14 NO S46 S22 S94 N/A N/A N/A N/A N/A
Trufast #14 Stainless Steel HD N/A 527 563 N/A N/A N/A N/A N/A
Trufast#15 ENO 628 1 706 834 N/A N/A N/A N/A N/A
Trufast #21 SHO N/A 870 N/A N/A N/A N/A N/A N/A
Trufast #12 Pullin Fastener
N/A N/A N/A 1,97S 3,7S3 N/A N/A N/A
hex or square drive)
Trufast Fluted Concrete Nail N/A N/A 303 N/A N/A N/A N/A N/A
Trufast SIP TP Fastener 512 N/A N/A N/A N/A N/A N/A N/A
Trufast SIP LO Fastener 540 490 999 N/A N/A N/A N/A N/A
Trufast SIP NO Fastener N/A N/A N/A 2,043 S,320 N/A N/A N/A
SOS 400
Trufast tt N/A N/A N/A N/A N/A N/A
s sma y
7/1am
Trufast FM-7S Base Sheet
N/A N/A N/A N/A N/A N/A 60 60
Fastener
Trufast FM-90 Base Sheet
N/A N/A N/A N/A N/A N/A 60 107
Fastener
Trufast FM-290 Base Sheet 164N/A N/A N/A N/A N/A N/A N/A
Fastener fmoodtNcl
Trufast lnsuldeckLoc-Nail Base
N/A N/A N/A N/A N/A 64 N/A N/A
Sheet Fastener
Trufast Twin Lac -Nail
N/A N/A N/A N/A N/A 137 263 No data
Assembled Fastener (1.8-inch) faso erymml
TABLE 2: TYPICAL PERFORMANCE, RUPTURE (PULL -THROUGH, ULTIMATE LOAD (LBF)
TRUFAsr 3" METAL INSULATION PLATE OR TRUFAST TL 3 IN. INSULATION PLATE WITH BASE SHEETS FOR USE IN OUR OR MODIFIED BITUMEN ROOF SYSTEMS
Manufacturer Base Sheet Overlying Application Rupture (Ibf)
Generic ASTM 0226, Type 11 Felt Hot -asphalt 224
CertainTeed Corporation
Glasbase Hot -asphalt ISS
Flexiglas Base Hot -asphalt 2S3
All Weather/Empire Base Hot -asphalt 21S
Fhntlastic 20 Base Hot -asphalt 303
Fhntlastic Poly SMS Base Hot -asphalt 372
Yosemite Venting Base Hot -asphalt 248
Flntlastic SA NailBase Self -adhering 278
Firestone Building Products
Company
MB Base M Hot -asphalt 202
Venting Base Hot -asphalt 227
SBS Base Hot -asphalt 270
GAF
GAFGLAS R7S Base Sheet Hot -asphalt 194
GAFGLAS a80 Ultima Base Sheet Hot -asphalt 152
GAFGLAS Stratavent Eliminator (Nailable) Hot -asphalt Is5
GAFGLAS FlexPly 6 Hot -asphalt 209
Liberty MA Mechanically Attached Base Sheet Self -adhering 300
The Garland Company
HPR Glasbase Hot -asphalt 204
HPR Premium Glasbase Hot -asphalt 224
HPR Tri-Base Plus Hot -asphalt 463
Exterior Research and Design, U.C.
Certlikote o/Authorization #9SO3
Evaluation Report A32S70.0S.12-R1
FL4S00-R2
Revision 1:10/17/2014
Page 4 of 7
VrTRINITYIERD
1 7Aelf 2" CCINTINUEO): TYPICAL PENfORMA1tCE;iRUVR1RE11PUllrT11ROUGN ;yULTIN1ATEiWAO`, LOBE)-f• ""' s !=
TRUfAST3".METAL=INSUTATION P.IATEORTRUfASTTI'31N:IIJ14IOlCOITE WRN(BASESIIEETSifORUS61N,BlIRORMOOIFIEO.BffUMENfR00fSYSTEMij
Manuhdurer Base Sheet Overlying Application Rupture (Ibf)
Johns Manville
PermaPly 28 Hot -asphalt 185
Ventsulation Hot -asphalt 258
GlasPly Premier Hot -asphalt 216
OynaBase Hot -asphalt 266
JM APP Base Torch -applied 208
Oerbigum USA
PRS Glass Base Hot -asphalt 228
PRS Modified Base Sheet Hot -asphalt 230
PRS Vented Base Hot -asphalt 202
Oerbibase Torch -applied 241
Oerbibase Ultra Torch -applied 232
Siplast
Parabase Hot -asphalt 251
Parabase Plus Hot -asphalt 254
Soprema
Sopra-G Hot -asphalt 207
Modified Sopra-G Hot-asphatt 216
Soprabase Hot -asphalt 380
Tamko
Glass -Base Hot -asphalt 185
Vapor Chan Hot -asphalt 242
U.S. Ply, Inc.
USP Base Hot -asphalt 230
USP NVB Hot -asphalt 202
OuraFlex 30 SOS Base Hot -asphalt 199
OuraFlex 60 SBS Base Hot -asphalt 330
OuraFlex S85 PolyBase Hot -asphalt 368
TABLE3: TYPICALP6RfO111NANCE,- P,TURE(PULL=THR6U6N);6LTIMATELOAD')LBf) •- s •yy
S
TRUFA_5T f,M,75„f, M 9qjOR INSULOECK LOC-NIUt BASE SHEkT:fASTENEII WRH BASEASHEETSfFORNSEIIN BUR ORIMOOIFIED BRUMEN!ROO S1wSTEMS .,
Manufacturer Base Sheet Overlying ApplloUon Rupture (Ibf)
CenainTeed Corporation
Glasbase Hot -asphalt 212
Flintlastic Poly SMS Base Hot -asphalt 222
Firestone Building Products
Company
M8 Base Hot -asphalt 175
GAF
GAFGLAS a75 Base Sheet Hot -asphalt 206
GAFGLAS Stratavent Eliminator (Nailable) Hot -asphalt 178
Johns Manville Ventsulation Hot -asphalt 218
Siplast
Parabase Hot -asphalt 202
Parabase Plus Hot -asphalt 200
Soprema
Supra-G Hot -asphalt 206
Sopralene 190 Sanded 2.2 Hot -asphalt 214
Tremco Incorporated
BURMastic Glass Pb Hot -asphalt 228
BURMastic Composite Ply Hot -asphalt 228
Viridian Systems
Multi -Ply Glass Hot -asphalt 224
Performance Ply Hot -asphalt 226
Exterior Research and Design, LLC. Evaluation Report A32S70.0S.12-Ri
Certificate of Authorization a9SO3 FL4S00-R2
Revision 1: 10/17/2014
Page S of 7
TRINITYJERD
TABLE 4: TYPICAL PERFORMANCE, RUPTURE (PULL -THROUGH), ULTIMATE LOAD (LBF)
TJIUFAST TWIN LOc-NAIL ASSEMBLED FASTENER WIrH BASE SHEETS FOR USE IN BUR OR MODIFIED BITUMEN ROOF SYSTEMS
Manufacturer Ease Sheet Overlying Application Rupture (Ibf)
CertainTeed Corporation
Glasbase Hot -asphalt 179
Flexiglas Base Hot -asphalt 240
All Weather / Empire Base Hot -asphalt 249
Firestone Building Products
Company
MS Base Hot -asphalt 2S6
GAF
GAFGLAS VS Base Sheet Not -asphalt 234
GAFGLAS Stratavent Eliminator (Nailable) Not -asphalt 238
Johns Manville
PermaPly 28 Hot -asphalt 275
Ventsulabon Hot -asphalt 228
DvnaBase Hot -asphalt 302
Siplast
Parabase Hot -asphalt 217
Parabase Plus Hot -asphalt 279
Soprema
Modified Sopra-G Hot -asphalt 206
Sopra•G Not -asphalt 245
Tamko
Glass -Base Hot -asphalt 234
Vapor Chan Hot -asphalt 316
Vindian Systems
Multi -Ply Glass Hot -asphalt 266
Multi -Ply Glass CL Hot -asphalt 381
TABLE S: TYPICAL PERFORMANCE, RUPTURE (PULL -THROUGH), ULTIMATE LOAD (LBF)
TRUFAST FM-290 BASE SHEET FASTENER WITH BASE SHEETS FOR USE IN BUR OR MODIFIED BITUMEN ROOF SYSTEMS
Manufacturer Base Sheet Overlying Application Rupture (Ibf)
CertainTeed Corporabon
Glasbase Hot -asphalt 256
Flexiglas Base Hot -asphalt 267
Flintlastic Poly SMS Base Hot -asphalt 372
Flmtlastic SA Nailgase Self -adhering 1S6
Firestone Building Products
Company
APP 160 Torch -applied 364
SBS Base Hot -asphalt 326
SOS Glass Torch Base Torch -applied 255
SOS Poly Torch Base Torch -applied 346
GAF
GAFGLAS VS Base Sheet Hot -asphalt 263
GAFGLAS #80 Uhima Base Sheet Hot -asphalt 198
GAFGLAS Stratavent Eliminator (Nailable) Hot -asphalt 263
liberty MA Mechanically Attached Base Sheet Self -adhering 163
The Garland Company
HPR Glasbase Hot -asphalt 280
HPR Tri-Base Plus Torch -applied 4S1
Johns Manville
PermaPly 28 Hot -asphalt 273
Ventsulation Hot -asphalt 248
DynaBase Hot -asphalt 306
Oerbigum USA Oerbibase Torch -applied 260
Polyglass USA, Inc.
Elastobase V Torch -applied 311
Elastobase V (poly surface) Self -adhering 177
Siplast Parabase Hot -asphalt 293
Soprema
Modified Sopra-G Hot -asphalt 254
Soprabase Self -adhering 235
Tamko
Glass -Base Hot -asphalt 267
Vapor Chan Hot -asphalt 272
Tarco Roofing EasyBase Self -adhering 185
Tremco Incorporated
BURMastic Glass Ply Hot -asphalt 283
BURMastic Composite Ply Hot -asphalt 462
U.S. Ply, Inc.
USP Base Hot -asphalt 287
USP NVB Hot -asphalt 280
OuraFlex 30 SOS Base Hot -asphalt 263
Viridian Systems
Multi -Ply Glass Hot -asphalt 293
Multi -Ply Glass CL Hot -asphalt 424
Performance Ply Hot -asphalt 382
Pika Ply HI-TEC 60 Hot -asphalt 461
Exterior Research and Oesign, U.C.
Certilkote o/Authorhotion 09SO3
Evaluation Report A32S70.OS.12-RI
FL4S00-R2
Revision 1:10/17/2014
Page 6 of 7
Q0TRINITYIERD
TABU & TYPICAL PERFORM_ANCE,.RUPRIRE (PULL-THROUI H),.ULTiti ATE LOAD (LB_ F),
TRUFAST 2" BARBEb.MErALStAM PLATES "IN.HEAt-WELbEO $TOE LAP
Manufacturer Base Membrane overlong Applkatlon Rupture (Ibr)
CertainTeed Corporation Flintlastic Poly SMS or Ultra Poly SMS Base Heat -welded sidelap 330
Johns Manville Dynalastic 180 S Heat -welded sidelap S00
Soprema Soprafix(S) Heat welded sidelap S15
S. 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 the HVH2.
5.3 Trufast Roof Fastening Components are used within roofing systems holding Florida Statewide Product Approval. The
products are for use in those roof assemblies that call -out the products listed herein by name. The performance data
noted herein may be used by a qualified design professional in conjunction with system performance data for rational
analysis and product substitution purposes on a project -by -project, Local Approval basis.
5.4 For mechanically attached insulation or membrane over existing roof substrates, fasteners shall be tested in the existing
substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with TA5105 or ANSI/SPRI FX-1.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3.
6. INSTALLATION:
Fasteners, plates and batten bars shall be installed in accordance the manufacturer's published installation instructions and the
roof assembly Florida Statewide or Local Product Approval.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
B. MANUFACTURING LOCATIONS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20.3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
FM Approvals — QUA1860; (781) 255-4783
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A32S70.0S.12-R1
Certrykate oJAuthorltatlon N9S03 FL4S00-R2
Revision 1:10/17/2014
Page 7 of 7
Florida Building Code Online P y.r— Page 1 of 5
11
Business & Professional Regulation
acts Home I Login I User Registration Not Topic I subrttlt surcharge stars a Fans Publications I F8C Stan ( acts She Map I Unas I search
O V Product Approval
I. USER: Public User
Product Aooroval Menu > Product or Aooheation Search > Aoollcation Us t > Application Detail
FL # FL24460
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived O
Product Manufacturer Gardner Asphalt Corp.
Address/Phone/Email 4161 E. 7th Avenue
Tampa, FL 33605
813)248-2101 Ext1141
mmullins@gardner-gibson.com
Authorized Signature dan white
dwhite@gardner-gibson.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Cements -Adhesives -Coatings
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard UK
ASTM D 1227 2007
ASTM D 2824 2006
ASTM D 3019 2008
ASTM D 41 2005
ASTM D 4479 2007
ASTM D 4586 2007
ASTM D 6083 2005
ASTM D 6694 2008
TAS 138 1995
TAS 139 1995
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://floridabuilding.orglpr/pr app_4tl.aspx?param=wGEVXQwtDqujtLuEloYFLPTR3... 3/21/2018
Florida Building Code Online Page 2 of 5
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page F__
11/14/2017
11/29/2017
12/06/2017
O O Pagel/60 0
FL tf I Model, Number or Name Description
24460.1 #5180-A (Black lack) A highly reflective, water based, aluminum emulsion roof
coating for use over BUR roofs, Cap sheets, Modified
Bituminous Membranes and Metal roofs.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL24460 RO C CAC 16081208.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 02/01/2018
Design Pressure: N/A Installation Instructions
Other: FL24460 RO II 16081208.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
24460.2 Advanced Roofing Cement Asbestos free, asphalt based trowelable flashing cement for
roof and foundation applications.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL24460 RO C CAC 16081208.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 02/01/2018
Design Pressure: N/A Installation Instructions
Other: FL24460 RO It 16081208.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
24460.3 APOC # 248 Arizona White, AP A reflective elastomeric coating membrane.
248
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL24460 RO C CAC 16081208.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 02/01/2018
Design Pressure: N/A Installation Instructions
Other: FL24460 RO If 16081208.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
24460.4 APOC #100 Plastic Roof Cement
AP 100
All purpose, black plastic cement for all types of roof repairs
and foundation applications.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL24460 RO C CAC 16081208.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 02/01/2018
Design Pressure: N/A Installation Instructions
Other: FL24460 RO 11 16081208.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
24460.5 APOC # 101 Plastic Roof Cement
AP 101
All purpose, black plastic cement for all types of roof repairs
and foundation applications.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL24460 RO C CAC 16081208.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 02/01/2018
Design Pressure: N/A Installation Instructions
Other: FL24460 RO 11 16081208.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party.
https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqujtLuE 1 oYFLPTR3... 3/21 /2018
Trade names: Gardner Plastic Roof Cement #GA 634, GA 034, GA 734
APOC #100 Plastic Roof Cement #AP 100
APOC #104 Rain Proof Plastic Roof Cement #AP 104
APOC #101 Plastic Roof Cement #AP 101
WeatherSeal Plastic Roof Cement #WS 234
PC #103
Thickness: See Systems Approvals Below.
Specification: ASTM D 4586 Type I
Description: All purpose, black plastic cement for all types of roof repairs and foundation applications.
Apply with trowel or putty knife, working material to an even consistency over and into the
area to be repaired, approximately 1/8" to 1/4" thick, two or three inches beyond the problem
area. Note: Do not thin. Do not use on wet or damp surfaces.
Container Size: 10'/2, 30 oz. tube, 1, 5, 55 gallons. Note all precautions on container.
Systems Approvals: Methods of application and quantities shall comply with the specific Roof Assembly, Product
Control Notice of Acceptance.
Trade names: Gardner Asbestos Free Flashing Cement #GA 633, GA 033, GA 132
APOC #122 Flashing Cement #AP 122
APOC #128 Flashing Cement #API28
PC #104 Flashing Cement
Tri Built Flashing Cement
Advanced Roofing Cement
RSG Flashing Cement
Thickness: See Systems Approvals Below.
Specification: ASTM D 4586 Type 1 and ASTM D 3409
Description: Asbestos free, asphalt based trowelable flashing cement for roof and foundation applications..
Apply with a putty knife or trowel, filling all fissures, joints and gaps. Apply at an
approximate rate of 1/8" thick; I gal/12 1/2 sq. ft.. When used on a bonded or warranted roof
system, follow instructions of that application system.
Container Size: 10'/2, 30 oz. tube, or I, 3, 5 gallons. Note all precautions on container.
Systems Approvals: Methods of application and quantities shall comply with the specific Roof Assembly, Product
Control Notice of Acceptance.
NOA No.: 16-0812.08
MIAMFI]ADEGOUNTY
Expiration Date: 02/01/18
Approval Date: 02/02/17
Page 8 of 14
Florida Building Code Online F_v '" DI %F VW—( Page 1 of 2
a
Bus iness & Professional Regulation
dbpr
BCIS Mane Lop In User Registration Mat Topics submit Surcharge Stats a facts Publications FBC Staff SOS Site Map Links search
Product Approval
USER: wbbc user
Product Approval Menu > Product ar Applkatbn Search > AOdlcation list > Application Detail
FL ff FL2847-R9
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived U
Product Manufacturer Lomanco, Inc
Address/Phone/Email 2101 West Main Street
Jacksonville, AR 72076
501)982-6511
acarter@lomanco.com
Authorized Signature Andrew Carter
acarter@lomanco.com
Technical Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville, AR 72076
501) 982-6511 Ext 361
acarter@lomanco.com
Quality Assurance Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville, AR 72078
501)982-6511 Ext361
acarter@lomanco.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing
System
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami -Dade BCCO - EVIL
Quality Assurance Entity Miami -Dade BCCO - QUA
Quality Assurance Contract Expiration Date 09/04/2018
Validated By Miami -Dade BCCO - VAL
Certificate of Independence
Referenced Standard and Year (of Standard) Standard Year
Miami -Dade TAS 100(A) 199S
Equivalence of Product Standards
Certified By
Sections from the Code
RI 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.
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Florida Building Code Online Page 2 of 2
Documentation from approved Evaluation or Validation Entity CYes :ENO 2N/A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option C
11/08/2017
11/08/2017
11/12/2017
FL 4f I Model, Number or Name Description
2847.1 Lo-OmniRldge LOR9-4 Gun Nailable 4' Ridge Vent for 9' Cap Shingles
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL2847 R9 If LOR9-4 13070110.odf
Approved for use outside HVH2: Yes Verified By: Miami -Dade BCCO - EVL
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1. Refer to applicable building codes for required FL2847 R9 AE LOR9-4 13070110.odf
ventilation. 2. Omni Roll Ridge Vent shall not be installed on
roof hips. 3. Omni Roll Ridge Vent shall not be connected at
ridge intersection, nor within 12' of any side wall or roof
protrusion, with a ventilation slot clearance of 12' from such
obstructions. 4. Omni Roll Ridge Vent shall not be Installed
on roof mean heights greater than 33 feet.
2847.2 Lo-OmniRoll LOR-30 30' Gun Nailable Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL2847 R9 ti LOR-30 13070111.odf
Approved for use outside HVH2: Yes Verified By: Miami -Dade BCCO - EVL
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1. Refer to applicable building codes for required FL2847 R9 AE LOR-30 13070111.odf
ventilation. 2. OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
2847.3 OmniRidge OR-4 4' Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL2847 R9 It Lomanco OR-4 - NOA 16051027.odf
Approved for use outside HVH2: Yes Verified By: Miami -Dade BCCO - EVL
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1. Refer to applicable building codes for required FL2847 R9 AE Lomanco OR-4 - NOA 160S1027.odf
ventilation. 2. OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
Bark Neat
Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-497-1824
The state of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida_ :: Privacv 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
electronic mail to this entity. Instead, contact the office by phone or by tradltlonal mall. If you have any questions, please contact 850.487.139S. -Pursuant to
Section 45S.27S(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 ands prow ed may be used for official communication with the licensee. ftowever 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 dick here .
Product Approval Accepts:
ja=0®
Credit Card
Safe
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MIAMI-DADE COUNTY
MIAMI•QADE PRODUCT CONTROL SECTION
11805 S W 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Lomanco, Inc.
2101 West main Street
Jacksonville, AR 72076
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 NOA 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 immediately
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 of the Florida Building Code.
DESCRIPTION: Lomanco Lo-Omni Roll LOR-30 Ridge Vent
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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.
INSPECTION: 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 and revises NOA No. 08-0611.05 consists of pages I through 4.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0701.11
Expiration Date: 09/04/18
Approval Date: 09/12/13
Page 1 of 5
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Ventilation
Materials: Plastic
Minimum Slope: 3:12
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
LOR-30 60" x 14 %2" x 5/8" TAS 110 Ridge ventilation system
0.625" thick
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Dimensions Specification Description Manufacturer
Roofing Nails Min. 12 ga. TAS 114 Appendix E Corrosion resistant annular ring Generic
shank nails
Roofing Nails Min. 12 ga., TAS 114 Appendix E Corrosion resistant smooth shank Generic
1 3/," nails
MANUFACTURING LOCATION
1. Jacksonville, AR
EVIDENCE SUBMITTED:
Test Agency/identifier Name Report Date
Celotex Corporation Testing Service ASTM D1929 MTS 520172 07/21/99
ASTM D635
Celotex Corporation Testing Service ASTM D638 MTS 520172 10/22/99
Celotex Corporation Testing Service ASTM D638 MTS 520656 07/14/2000
PR! Asphalt Technologies, Inc. TAS 100 LOM-003-02-01 01/15/03
PRI Asphalt Technologies, Inc. TAS 100(A)-95 LOM-028-02-01 08/28/13
PRI Asphalt Technologies, Inc. ASTM D635 LOM-030-02-01 07/23/13
PRI Asphalt Technologies, Inc. ASTM D638 LOM-025-02-01 05/30/13
PRI Asphalt Technologies, Inc. ASTM D1929 LOM-031-02-01 07/23/13
PRI Asphalt Technologies, Inc. ASTM G155 LOM-025-02-01 05/30/13
NOA No.: 13-0701.11
MIAMFDADECOUN" Expiration Date: 09/04/18
Approval Date: 09/12/13
Page 2 of 5
APPROVED APPLICATIONS
Tradename: Lo-Omni Roll (LOR-30) Ridge Vent
System Type: Mechanical attachment of ridge vent system over composition shingles.
Slot: Truss Construction: Cut shall be 1-'/," wide and 6" shorter at each end than the total
length of the ridge vent to be installed.
Ridge Pole Construction: Cut shall be 2 %.... wide and 6" shorter at each end than the
total length of the ridge vent to be installed.
Installation: Mark proper alignment and end line for vents with chalk; snap a chalk line down both
sides of the ridge at a distance of 7" down from the peak as shown in the
manufacturer's installation instructions.
Center the length of vent along the ridge. Start nailing with minimum 1 3/4" roofing
nails placed 6" on center at manufacturer pre -marked locations. Use nails of sufficient
length to penetrate through the sheathing a minimum of/16" or at least l" into wood
plank decking thicker than I". Cut lines are provided if more than one vent is being
used (See manufacturer installation manual). Additional pieces shall run in the same
direction as they unroll out of the carton.
Ridge Shingle: Using nail lines provided on top of vent, install the cap shingles directly to the vent, in
compliance with the shingle manufacturer's Notice of Acceptance (NOA) and
installation instructions, using roofing nails of sufficient length to penetrate through the
sheathing a minimum of 3/
16" or at least 1" into wood plank decking thicker than I".
Ventilation Calculations: Refer to manufacturer's published literature.
NOA No.: 13-0701.11
Expiration Date: 09/04/18
Approval Date: 09/12/13
Page 3 of 5
LIMITATIONS:
1. Refer to applicable Building Code for required ventilation.
2.
3.
4.
5.
6.
7.
8.
Ridge Vent shall comply with applicable Building Code.
Omni Roll Ridge Vent shall not be installed in conjunction with Gable vents.
Omni Roll Ridge Vent shall not be installed on roof hips.
Omni Roll Ridge Vent shall not be connected at ridge intersection, or within 12" of any side wall or roof
provision, with a ventilation slot clearance of 12" from such obstructions.
Omni Roll Ridge Vent shall not be installed on roof mean heights greater than 33 ft.
For application over laminated shingles, apply a bead of silicone caulking or roof cement to the underside of the
outer baffle and at exposed edges.
All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
NOA No.: 13-0701.11
MIAMEDADECOUNW Expiration Date: 09/04/18
Approval Date: 09/12/13
Page 4 of 5
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LO-OMNI ROLL RIDGE VENT LOR-30
END OF THIS ACCEPTANCE
NOA No.: 13-0701.11
Expiration Date: 09/04/18
Approval Date: 09/12/13
Page 5 of 5
Florida Building Code Online Page I of 4COO7- 05
Business & Professional Regulation
acts Hong Lop In ' User Registration Hot Topics submit surcharge stats a Facts Publications I FBC Staff Gas site Map , Links Search '
A-11-Product Approval
USES:ER: publicpe User
Product Aooroval Menu > Predutt ar Aodkatbn S reh >Actilication List > Application Oetail
FL 8 FL11473-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived C
Product Manufacturer Simpson Strong -Tie Co.
Address/Phone/Email 2221 Country Lane
McKinney, TX 7SO70
800)999-5099 Ext3027
kcullum@strongtie.com
Authorized Signature Keith Cullum
kcullum@strongtie.com
Technical Representative Keith Cullum
Address/Phone/Email 2221 Country Lane
McKinney, TX 75069
800)999-SO99 Ext3027
kcullum@strongtie.com
Quality Assurance Representative Shelby Short
Address/Phone/Email 5956 W. Las Positas Boulevard
Pleasanton, CA 94588
800)999-5099
sshort@strongtie.com
Category Structural Components
Subcategory Wood Connectors
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
111 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Jeffrey P. Arneson
the Evaluation Report
Florida License PE-58544
Quality Assurance Entity Benchmark Holdings, L.L.C.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ted Berman, PE
W Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Stitndud
AISI S100
ANSI/AWC NOS
ASTM 07147
Equivalence of Product Standards
Certified By
Year
2012
2015
200S
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Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/06/2017
10/20/2017
10/20/2017
12/12/2017
FL J! I Model, Number or Name Description
11473.1 1 DETAL20 Double Embedded Truss Anchor
Limits of Use
Approved for use In HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Installation Instructions
FL11473 R4 It SIM201701 Sealed 2017-10-19.odf
Verified By: Keith Cullum, P.E. 76S46 (CA)
Created by Independent Third Party: Yes
Evaluation Reports
FL11473 R4 AE SIM201701 Sealed 2017-10-19.odf
Created by Independent Third Party: Yes
11473.2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL11473 R4 lI SIM201701 Sealed 2017-10-19.odf
Approved for use outside HVH2: Yes Verified By: Keith Cullum, P.E. 76846 (CA)
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.odf
Created by Independent Third Party: Yes
11473.3 HETA12, HETA16, HETA20, Embedded Truss Anchor
HETA24,HETA40
Limps of Use Installation Instructions
Approved for use in HVH2: Yes FL11473 R4 11 SIM201701 Sealed 2017-10-19.odf
Approved for use outside HVH2: Yes Verified By: Keith Cullum, P.E. 76846 (CA)
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.odf
Created by Independent Third Party: Yes
111473.4 1 HETALI2, HETAL16, HETAL20 I Embedded Truss Anchor
Limits of Use
Approved for use In HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Installation Instructions
FL11473 R4 II SIM201701 Sealed 2017-10-19.ndf
Verified By: Keith Cullum, P.E. 76846 (CA)
Created by Independent Third Party: Yes
Evaluation Reports
FL11473 R4 AE SIM201701 Sealed 2017-10-19.odf
Created by Independent Third Party: Yes
111473.5 . I HGAM10, HM9 I Masonry retrofit connector I
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL11473 R4 If SIM201701 Sealed 2017-10-19.odf
Approved for use outside HVH2: Yes Verified By: Keith Cullum, P.E. 76846 (CA)
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Multiple/additional connectors required to achieve FL11473 R4 AE SIM201701 Sealed 2017-10-19.odf
700 Ibs uplift in HVH2 when using HGAM10 to anchor SPF Created by Independent Third Party: Yes
truss/rafter to wall.
11473.6 HHETAI6, HHETA20, HHETA24, Heavy Embedded Truss Anchor
HHETA40
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.odf
Approved for use outside HVH2: Yes Verified By: Keith Cullum, P.E. 76846 (CA)
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL11473 R4 AE SIM201701 Sealed 2017-10-Sg_.odf
Created by Independent Third Party: Yes
11473.7 LGT2, LGT3-SDS2.S, LGT4-SDS3 I Girder Tledown
https:Hfloridabuilding.org/pr/pf app_dti.aspx?param=wGEVXQwtDgv8JygqZ9WuEl9bVi... 3/21/2018
DocuSign EAvelope ID: 78881B86-A83D-4258-89D1-BEBDOF588989
Jax Apex Technology, Inc.
4745 Sutton Park Court, Suite 402
Jacksonville, FL 32224
Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in
no way constitute or imply approval by a local building authority. The engineer, in review of the data
submitted, finds that, in his opinion, the product, material, system, or method of construction specifically
identified in this report conforms with or is a suitable alternate to that specified in the Florida Building
Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT
Jeffrey P. Arneson, P.E., a licensed Florida professional engineer and employee of Jax Apex
Technology, Inc. (Apex Technology) has reviewed the data submitted for compliance with the Florida
Building Code. Neither Jeffrey P. Arneson, nor Apex Technology, are responsible for any errors or
omissions to any documents, calculations, drawings, specifications, tests, or summaries prepared
and submitted by the design professional or preparer of record who are listed in the Substantiating
Data section of this report.
REPORT NO: SIM201701
CATEGORY: Structural Components
SUBCATEGORY: Metal Connectors
SUBMITTED BY:
SIMPSON STRONG -TIE COMPANY, INC.
5956 W. LAS POSITAS BOULEVARD
PLEASANTON, CA 94588
1. CERTIFICATION OF INDEPENDENCE:
Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology
have no financial interest in the manufacturing, sales, or distribution of the products included
in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in
Florida Administrative Code Chapter 61G20-3.
2. PRODUCT NAMES:
Truss to Wall Connectors
MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10
Embedded Truss Anchors
META12, META16, META18, META20, META22, META24, META40, HETA12,
HETA16, HETA20, HETA24, HETA40, HHETAI6, HHETA20, HHETA24,
HHETA40, HETALI2, HETAL16, HETAL20, LTA2, DETAL20
Wood to Masonry Straps
MSTAM24, MSTAM36, MSTCM40, MSTCM60
Page I of 16 Simpson Strong -Tie
DocuSign Envelope ID: 788B18B6-A83D-425B-B9DI-BEBDOF5889B9
Girder Tiedowns
LGT2, LGT3, LGT4, MGT, VGT, VGTL, VGTR, FGTR, FGTRHL, FGTRHR
3. SCOPE OF EVALUATION:
Load evaluation as a structural component using the requirements of the 6th Edition (2017)
Florida Building Code, Building and 6th Edition (2017) Florida Building Code, Residential.
4. DESCRIPTION:
4.1 MTSM and HTSM Twist Straps. The MSTM and HTSM twist straps are used to
anchor wood trusses, rafters, or beams to masonry or concrete walls. They fasten to
the wood member with 10d common or 10dx 1 W nails, and fasten to masonry with
Y:'x2Y:' Titen® or Titen® 2 screws, or to concrete with Wx13/," Titen or Titen 2
screws. MTSM twist straps are manufactured from 16 gauge steel meeting ASTM
A653 SS Grade 33 with a G90 galvanized finish. HTSM twist straps are
manufactured from 14 gauge steel meeting ASTM A653 SS Grade 40 with a G90
galvanized finish. Twist strap fastener schedules, dimensions, and allowable loads
are shown in Table 1. See Figures 1 and 2 for additional details.
4.2 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or joists to
masonry or concrete. The HM9 fastens to the wood member with %"x l %" long
Strong -Drive® SDS Heavy -Duty Connector screws and fastens to masonry with
Wx2Y:' Titen® or Titen® 2 screws, or to concrete with %"xl%" Titen or Titen 2
screws. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS
Grade 33 with a G90 galvanized finish. Hurricane tie fastener schedule, dimensions,
and allowable loads are shown in Table 1. See Figures 1 and 2 for additional details.
4.3 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses,
rafters, joists, or beams to masonry or concrete. The HGAM10 fastens to the wood
member with Y:'x1Y2' long Strong -Drive® SDS Heavy -Duty Connector screws and
fastens to masonry with %"x2%" Titen® or Titen® 2 screws, or to concrete with
xl%" Titen or Titen 2 screws. The HGAM10 is manufactured from 14 gauge steel
meeting ASTM A653 SS Grade 33 with a G90 galvanized finish. Angle fastener
schedule, dimensions, and allowable loads are shown in Table 1. See Figures 1 and
2 for additional details.
4.4 LTA2 Lateral Truss Anchor. The LTA2 is used to anchor wood trusses, rafters, or
beams to masonry or concrete. The LTA2 fastens to the wood member with 10dx 1 W,
nails and has legs which are embedded into the wall system. The LTA2 is
manufactured from 18 gauge steel meeting ASTM A653 SS Grade 40 with a G90
galvanized finish. Lateral truss anchor fastener schedule, dimensions, and allowable
loads are shown in Table 1. See Figures 1 and 2 for additional details.
4.5 META, HETA, HHETA, and HETAL Embedded Truss Anchors. Embedded truss
anchors are used to anchor a wood member (usually a truss) to masonry or concrete.
Embedded truss anchors fasten to a single -ply wood truss with 10dx1'/i' nails or to
a multi -ply truss with 16d common nails. META, HETA, and HHETA models can be
installed in a single application or doubled to achieve additional capacity. They are
embedded in the masonry or concrete to a depth indicated on the side of the anchor
4" for META, HETA, and HHETA, and 51/16" for HETAL). The strap portion of the
anchor is 1 W wide. The anchors are manufactured from steel meeting ASTM A653
SS Grade 50, Class 1, with a G90 galvanized finish, with the exception of the HETAL
truss seat which is manufactured from steel meeting ASTM A653 SS Grade 33 with
Page 2 of 16 Simpson Strong -Tie
DocuSign Envelope ID: 78BBIBB6-A83D-425B-B9DI-BEBDOF5889B9
stare barrier
of Shown
min.
Typical MTSM20
Installation HGAMI 0 Installed
into Masonry
Moisture barrier
hown (typ•)
Moisture barrio
not stw.m
min. •o'
5 rebar
lure barrier F1 min. - •
AShown
nin. HM9 Attaching
Truss to Masonry
III MINOR;-
r' Flanges face in5rebar15rebarmin. edge distance = t W
min. min.
LTA2 Perpendicular -to -Wall LTA2 Parallel -to -Wall
Installation Installation
FIGURE 2: MTSM / HTSM / HM9 / HGAM10 / LTA2 Installation Details
Moisture barrier
not shown
See note 9
for edge
distance
7%"5,HETAL
lyplcal META TynicalstalaUTon2OInstalledwithTSS _ 'y
FIGURE 3: META / HETA / HHETA / HETAL Dimensions and Installation Details
Page 9 of 16 Simpson Strong -Tie
DocuSign Envelope ID: 78BB1BB6-A83D-425B-B90I-BEBDOF5889B9
TABLE 2: META, HETA, HHETA, and HETAL Dimensions, Fasteners, and Allowable Loads
Model No. Ga.
i)
SP Allowable Loads Ib.
10dxl%" Nails
1- Iy Truss
16d Nails
2- or 3-ply Truss Fi
160)
F2
160) QtyUplift160?
Uplift
160
META12
18
8 7 1420 6 1,450
340 770
META16 12 8 1450 6 1450
META18 14 8 1450 6 1450
META20 16
8 1450 6 1450
META22 18 8 1450 6 1450
META24 20 8 1,450 6 1,450
META40 36 8 1,450 6 1450
HETA12
16
8 7 1,455 7 1,730
340 770
HETA16 12 9 1810 8 1810
HETA20 16
7309181081810
HETA24 20 9 1810 8 1810
HETA40 36 1 9 1810 8 1810
HHETA16
14
12 10 2120 9 2,120
3407 770
HHETA20 16
9 1,935 8 2,030
10 2120 9 2,120
HHETA24 20 10 2120 9 2120
HHETA40 36 10 2120 9 2120
HETAL12
16
7 103 1040 103 1235
3904 1,040HETAL161111143118101331810
HETAL20 1 15 143 1 1810 133 1810
Notes:
1. Loads have been increased 60% for wind loading as permitted by the code. No further increase
permitted. Reduce where other loads govern.
2. The META, HETA, and HHETA, require the lowest four nail holes be filled.
3. Five nails must be installed into the truss seat of the HETAL.
4. F, load towards face of HETAL is 1,870 lb.
5. Minimum fe = 2,500 psi. Minimum f m = 1,500 psi.
6. It is acceptable to use a reduced number of fasteners in any model listed provided that there is
a reduction in uplift load capacity. The load per nail can be approximated by dividing the allowable
load by the number of nails. There should be a minimum of 4 nails installed in the strap. Lateral
loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or
less than (6)16d or (7) 1Odx11/2" fasteners are used with the META anchor.
7. The HHETA allowable F, load can be increased to 435 lb. if the strap is wrapped over the truss
and a minimum of 12 nails are installed.
8. Straps do not have to be wrapped over the truss/rafter to achieve tabulated loads unless
specifically noted otherwise.
9. Minimum edge distance for META, HETA, and HHETA is 1'/2" for concrete and 2" for masonry.
Page 10 of 16 Simpson Strong -Tie
Florida Building Code Online• Page I of 2
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Product Approval Menu > Product or Aopllutbn Searrh > Aoollcanon Us[ > Application Detail
FL 8 FL1999-R6
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived U
Product Manufacturer ITW Building Components Group Inc.
Address/Phone/Email 1382S West Business Center Dr Unit A
Lake forest, IL 6004S
847) 918-6473 Ext 47SO
slewisOalpineitw. com
Authorized Signature Stuart Lewis
siewis@alpineitw.com
Technical Representative Stuart Lewis
Address/Phone/Email 19SO Marley Drive
Haines City, FL 33844
slewis@alpeng.com
Quality Assurance Representative Stuart Lewis
Address/Phone/Email 19SO Marley Drive
Haines City, FL 33844
slewis@alpeng.com
Category Structural Components
Subcategory Truss Plates
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity ICC Evaluation Service, LLC
Quality Assurance Entity Benchmark Holdings, L.L.C.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By William M. Ranieri, PE
M Validation Checklist - Hardcopy Received
Certificate of Independence FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M
Ranieri.ndf
Referenced Standard and Year (of Standard) Standard Year
TPI 1 2014
Equivalence of Product Standards
Certified By
Sections from the Code
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Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option C
Date Submitted 09/07/2017
Date Validated 09/19/2017
Date Pending FBC Approval
Date Approved 09/21/2017
Summary of Products
FL ft Model, Number or Name Description
1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate
S)
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL1999 R6 II Installation Instructions.odf
Approved for use outside HVH2: Yes Verified By: Stuart Lewis PE 45927
Impact Resistant: N/A Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other, per TPI 1 FL1999 R6 AE ESR-1118.odf
1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL1999 R6 If Installation Instructions.odf
Approved for use outside HVH2: Yes Verified By: Stuart Lewis PE 45927
Impact Resistant: N/A Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Per TPI 1 FL1999 R6 AE ESR-1118.odf
1999.3 ITW BCG/Alpine Trulox Metal Connector Plate
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL1999 R6 II Installation Instructions.odf
Approved for use outside HVH2: Yes Verified By: Stuart Lewis PE 4S927
Impact Resistant: N/A Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: per TPI 1 FL1999 R6 AE ESR-1118.odf
1999.4 ITW BCG/Alpine Wave Metal Connector Plate
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL1999 R6 11 Installation InstrucNons.odf
Approved for use outside HVH2: Yes Verified By: Stuart Lewis PE 45927
Impact Resistant: N/A Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Per TPI 1 FL1999 R6 AE ESR-1118.Ddf
aadt Next
contact us:: 26p1 81a1r Stone Road. Tallahassee fL ]2]99 Phone: 8SO-4117•1824
The State of Florida Is an AA/EEO employer. Copyright 2007.201 ] state of florlda.:: 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
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. U you have any questions, please contact OSO.487.132S. 'Pursuant to
Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for aTdal 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 an be made available to the public. To determine If you are a licensee under
Chapter aSS, F.S., please dick Q=.
Product Approval Accepts:
n MOM RE ®
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Safe
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INSTALLATION INFORMATION FOR TRUSS PLATES
Installation instructions for these truss plate products are fully described by provisions of
the Florida Building Code, including reference to the TPI I standard, and design
drawings prescribed by those documents. The Florida Building Code and the TPI I
standard require a truss design drawing specifying relevant parameters for the trusses in
which these truss plate products are permitted to be used, including details on the truss
plates (size, positioning, embedment, an d limitations thereon). All uses of these truss
plate products require such a truss design drawing, fabrication of the truss in accordance
with the TPI I standard, and application of the truss within a structure in accordance with
the Florida Building Code. Trusses are assembled using these truss plates pressed into
the wood within the tolerances provided by TPI's Quality Criteria for Metal Plate
Connected Wood Trusses, as shown in Section 3 of TPI 1.
Florida Building Code Online P C 'r Ij & /e- t-5 Page 1 of 2
RegulationBusiness & Professional
fbd& Oepifrtmentd aces Hann ' us tn um NeO160adw Hot Tape
Business'( P,,,,,pp,,,, Professional *USMPUwUw
Regulation
UR=MMM> Prod -a.r Anetlodon seed, > aaORGMO.USt , AOOnanar orao
izs oacu.,
o .-MRCEii uCiAo^i7t0.5 c¢.2eCTL3D4 FL
a FuSS28-R2 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
01/29/2016 v.date. set to reapply per SAUrlch's req.zb.02/01/16 Archived
Product
Manufacturer Pro -Crete Materials Corporation Address/
Phone/Emall 1617 Division Ave Orlando,
FL 32805 407)
422-3768 edam®
alblock.com Authorized
Signature Adam Freeman adamealblock.
com Technical
Representative Address/
Phone/Emall Quality
Assurance Representative Address/
Phone/Email Category
Structural Components Subcategory
Products Introduced as a Result of New Technology Compliance
Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Christopher M. Smith the
Evaluation Report Florida
Ucense PE-62605 Quality
Assurance Entity Keystone Certifications, Inc. Quality
Assurance Contract Expiration Date 04/25/2022 Validated
By Steven M. Urich, PE Validation
Cheddlst - Hardeopy Received Certificate
of Independence F i SS28 R2 COI Procrete-UntelCalcs-SEALED Odf Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code 1901.
2 2107
R402.
2 R606
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Florida Building Code Online
Page 2 of 2
product Approval Method Method 2 Option B
Date Submitted 01/29/2016
Date Validated 02/01/2016
Date Pending FBC Approval 02/O3/2016
Date Approved 04/12/2016
I ow—rd..,"
FL ti Nodeb Number or Name Depaiption
15528.1 PRECAST CONCRETE a lintels prestressed concrete beams precast
concrete siIci
Limits at use Instell Lion Instructlorts
J1LD.odf
Approved for use In NVNZs No
Approved for use outteMe t4VNZ1 Yes
FLISS28 R2 II proerete-1lrttel[alcs-
Verified By: Christopher M. Smith PE-62605
Impact Resistant~ N/A Created by Independent Third Party: Yes
Design Pressures N/A Evaluation Reports
R2 AE Procrete LntelCaics-SEA D odf
Other.FLISS2a
Created by Independent Third Party: Yes
E nett
C;pUbjCLUj :: nealrasxe ri bleep phene• a58,487-1a24
Tha State of Fbnda Is an AMffO empbrar. COMM 20M-2dt1 Stab. d nerds.:: ffi02015WWZflt :: E :: ROWL5
under Fiord law, emab addresea an public neaorda. tr vmr do net wart tear er "admen (tleWM In response to a Oveaareaads reatwst, do not S&W
alewont maa to this erafty. tnsteod, contact the amm by Own or try tradaloltel read. It tau have arry quest r% please Mated eS0.4rn. 1395. 'A naalnt Wsection455IMil, Florida statutes, artamre October 1, 2012, llosmees eoxtstd order Chapter 4S5, F.S. mutt pwMda the 000000r0 with an !mall addfM
they have one. the embus Wovk1ed mey be used Per otlldal Wnanunlotbn with 00 aotreee. However dead adareaas are PWxt reWN. Ir You do not Wept WsupMapersonaladdress, please provde tneOeparti n with an emW addnW wNdt nn be made mesa* W the publi : To determkte It YOU are a Ilf W=G urav Chapter4SS, F.S., ptaee ddn!»&. Product
APProeal Accepts: 99®
Credit
Card Sate
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floridabuitding.orWpr/pi app dd.aspx?pamm--wGEVXQwd)gvKmQdIOUtQt /*... 7/13/2016
FOREFRONT
Pro-crete Precast Concrete Lintels
Design Calculations
Prepared for Florida Product Approval
December 21, 2015
h rw Reason: 1 attest to
the accuracy and
integri'0 this
document
Came Date:2015.12.23
L 14 05U-05-00-
Christopher M. Smith, P.E.
Florida License No. 62605
Forefront Architecture and Engineering
1230 Oakley Seaver Drive, Suite 200
Clermont, FL 34711
Type E xB P-8x8-0G P-8x12-OG P-6x16-OG P-8Q40G P4ba4-0G P Q8-OG P-8x32-0G
PSIG2 P-8x12-1G F-ft 6-1G P-8WQ0-1G 04-1G P4ba8-1G P-W2-1G
2'-10"(34' Precast
229-4
4671 6279 7886 9493 11101 12708
4871 6279 7886-' 9493 11101 12708
T-6-(42-) Precast
1391 t49 3613 5489 7366 9240 11101 12705
4671 6279 7888 9493 11101 12708
4'-V (48') Precast
942
1090 2628 3989 5351 6712 8073 9434
3008 4845 6279 7888 493 11101 12708
4'-6" (54' Precast
701
830 1996 3028 4060 5092 6125 7157
2413 4195 am7886 9493 11101 12708
5 4"(84' Precast
1276
1343 2550 3759 4968 6178 7387 8596
1775 3435 5974 7841 9493 11101 12708
5'-10"(70' Precast
808
1097 2082 3069 4056 5044 6031 7018
1526 2859 4978 6514 8151 9787 11423
6-6"(78") Precast
1065
1281_ 2327 375W-' 49U 6166 7370 8574
1281 2327 3843 6211 8548 10262 11975
T"(80") Precast
931
1028 1805 2740 3618 4496 5373 6261
1028 1805 2856 4334 6233 7483 8732
V-6-(102") Precast
676
809 1418 2086 2754 3422 4090 4768
49 1464 2253 3297 4728 5696 6547
OW (112-) Precast
500
661 1158 1704 2250 2796 3342 3888
739 1257 1906 2732 3813 4655 5432
1014"(1261) Precast
351
514 900 1324 1748 2172 2596 3020
621 1043 1556 2165 2974 3816 4220
11'-4"(136-) Precast
396
S 925 1387 1902 2555 3369 4234
555 m 1367 ISM2555 3369 4402
1T-0"(1447 Precast 347
510 46 1243 1718 2289 2988 3750
510--._. 846 1243 1718 2289 2988 3857
IT-4"(160") Precast
266
436 718 1045 1428 1880 2418 3003
438 718 "- 1045 142E 1880 2418 3064
0" 14'-(181n Precast 232
405 665 966 1313 1720 2198 2710
405 1 655 965 1313 1720 2198 2768
lowable Gravity Loading (PLF
Type
2-10" (34') Precast
E xB
P'mo'a'
P-OxS-1G
P-8x12-OG
P-8x12-1G
P4kl"G
P8x16-1G
P-8X¢60G
P8 Q0-1G
P-8Q4-OG
P-w41G
P-8)Q8-0G
P- M-IG
P-8c32-0G
P x32-lG
2284
2051 4671 6279 78M 9493 11101 12708
12708
3064 4671 6279 7888 9493 11101
3'-'(42") Precast
1391
1493 7365 9240 11101 12708
3037 4871 6279 7888 9493 11101 12708
4r (48-) Precast
9,t2 1008
5351 6712 8073 9434
1270848454645627982797888949311101
4'-6'(54' Precast
701
1 3028 4060 5092 6125 7157
2413 46W 6263 78e6. 9483- 11101 12708
5'{' (64' Precast 1276
1343 24W 3759 4968 6 778 7387 8696
1775 3435 6163 7841 9493 11101 12709
5'-10"(70' Precast
808
1097 2082 3069 4066 5044 6031 7018
1626 2859 4945 7620 9469 11101 12708
6''(78' Precast
1065
1281 2327 3758 4962 6166 7370 8574
127081281232738436211934911072
R6'(90') Precast
931
1026 1805 2740 3618 4496 5373 6251
1028 1805 2856 4334 6544 8479 9916
W-W (102') Precast
676
809 1418 2086 2754 3422 4090 4758
849 1484 2253 3297 4728 6453 7546
V 4-(112-) Precast
500
661 Ilse 1704 2250 2796 3342 3888
739 1257 1906 2732 3813 5272 6165
10'-6'(128') Precast
351
514 900 1324 1748 2172 2596 3020
621 1043 1555 2185 2974 3984 4790
11'4-(136-) Precast
398
555 925 1367 1902 2555 3369 4234
555 925 1367 1902 2555 3369 4402
12'-0" (144' Precast
347
510 848 1243 1718 2289 29M 3750
510 848 1243 1718 89 2988 3857
13W (160") Precast
268
436 718 1045 1428 1880 2418 30W
436 718 1045 1428 1 1880 2418 3064
W-W (168-) Precast
232
405 665 985 1313 1 1720 1 2198 2710
406 665 1 955 1 1313 1 1720 1 2198 2768
TTyl*
P-Sz6-IT
P-8xS-2T
P4WI2-IT
P-W2 2T
P-8x161T
P-U16-2T
P-8404T
4-4 -2T
P48bQ4-1T
P-844-2T
P-WO.1T
P-QS-2T
PAW-1
P-Ox=-2T
2-10'(34y Precast
1921
1921
2929
2929
3936
39M
4944
49"
5952
5952
6960
6960
7967
7
3'-" (4Y) Precast
1492
1492
2275
2275 .
3058
3058.
38 0 4623
4623
5408
5408
else
6188
NO (48") Precast
1273
1273
1940
1940 1
26M
2608
3276
3276
3943
3943
4611
4611
5279
6279
4'"(54h Precast
1106
1106
1686
1686
2267
2267'
2847
2647
3427
3427
4007
4007
4587
4687
Precast
902
902
1378
1376
1849
1849
2322
2322
2796
2796
3269
3269
3743
3743
5'-10" p0' Precast 810 BIG
1235
1235
1659
1659
2084
2084
2509
2509
2934
2934
3358
3368
6'"(f8' Precast
710
710
1082
10e2
1454
1454
1826
1826
2199
2199
2571
2571
2943
2943
T6"(90") Precast
552 906 1218 1530 1942 2153 2465
594 908 1218 1630 1842 2153 2465
8'43" (t0Y) Precast
420 774 1040 1306 1572 INS 2104
507 774 1040• 1306 1572• 1838 2104
8 4" (11 Y) Precast
3" 672 921 1167 1393 1629 1865
460, 696 1 921 1157 1393 1629 1865
10'43" (12s Precast
267 522 786 990 1192 1394 1595
385 586 788 990 1192 1394 1595
11'-"(136") Precast
227 4" 675 892 1074 1256 1438
391 529 711 892 1074 1256 1438
12-0"(144 Precast
201 393 598 803 992 1160 1328
347 488 656 824 992 1180 1325'
13'-C (160') Precast
161 315 479 643 807 972 1136
278 420 565 709 654 998 11'a
14'-0"(168' Precast
145 284 432 581 729 877 1025
261 391 525 660 794 929 1 1083
Type
P-ScB-lT
P-8x8-2T
2'-10•(347 Precast
1921
1921
P4x12-IT
WZ12 2T
P-8xl6-IT
P-8x16-2T
P4bdh)-IT
P Q0-2T
P4bQ4-lT
P-W4-2T
P 8bQ8-1T
P-Qa8-ZT
P-8424T
P-8x32-2T
2929
2929
3938
3236
4944
49"
5952
5952'
am
6960
7967
7987
3'4" (42-) Precast
1492
1492
2276
2275
3058
3058
3840
3840
4623
4623
5406
5408
6188
ales
4'-0' (48' Precast
1273
1273
1940
1940
2608
2608
3276
3276
3943
3943
4611
4611
5279
5279
4'6"(54' Pretest
1105
1108
1686
1686
2267
2267
2647
2847
3427
3427
4007
4007
4587
4587
5'° (84') Precast
784
902
1376
1376
1849
1549
2322
2322
2796
2796
3269
3269
3743
3743
5'-10"(707 Precast
641
810
1235
1235
1659
1659
2084
2084
2509
2509
2934
2934
3358
3358
8'"(78") Precast
503 986 1454 1826 2199 2571 2943
294371010821454182821992571
T6'(90") Precast
368 719 1095 1470 1842 2163 2465
594 9m 1218 1530 1842 2153 2465
SW (102-) Precast
280 548 834 ills 1405 1691 1977
483 774 1040 1306 1572 1838 2104
9-4" (112") Precast
229
396
448 681 915 1148 1382 1616
685 921 1157 1393 1629 1865,
10'-'(126' Precast
178
307
348 529 711 892 1074 1255
586 788 990 1192 1394 1595
l l'-e (136') Precast
151
261
296 450 604 759 913 1067
528 711 892 1074 1256 .. 1438
174r (144' Precast
134
231
262 399 535 672 809 945
468 _ 656 824 992._ 1160 1328-
13''(1607 Precast
107
t
210 319 429 638 648 757
7375-..... 565 ... 709 854 - 998 1143
14'-V (168') Precast
97
167
189 288 387 486 584 683
338 525 - 660 794 929 1063
Q
BLUE[RLBROH Specifications
Blue Ribbon® oriented strand board IOSB) Is an excellent choice for floor, wall and roof sheathing in residential and light
commercial construction applications. Each panel is third -party certified for quality and is rated for Exposure 1 bond durability
for protected applications and limited exposure during normal construction delays. Blue Ribbon OSB is edge coated to limit
absorption and pick-up of moisture.
Available Sizes*
Square Edge
3'-117/e" 0.216 m) x 7'-1171V (2.435 m) - sized for 4' x 8'
3'-117/e" 0.216 m) x 8'-117/e" (2.740 m) - sized for 4' x 9'
3'-117/e" (1.216 m) x 9'-11'A' (3.044 m) - sized for 4' x 10'
Custom panels up to 26' are also available.
Building Code Performance Categories, Panel Thickness
7/16 CAT - 0.418" 0 0.61 mm)
15/32 CAT - 0.45111(11.45 mm)
1/2 CAT - 0.483" 02.26mm1
19/32 CAT - 0.578" 04.68 mm)
23/32 CAT - 0.703" (17.85 mm)
1-1/8 CAT - 1.091" (27.71 mm)
Tongue & Groove
3'-111h" 0.206 m) x 7'-117h" (2.435 m) - sized for 4' x 8'
3'-11'/2" 0.206 m) x 8'-117/e" (2.740 m) - sized for 4' x 9'
3'-11'h" 0.206 m) x 9'-11'/e" (3.044 m) - sized for 4' x 10'
Specifications
Length/Width Tolerance t'/ie" (t1.6 mm)
Straightness Tolerance t'Aa" (t1.6 mm)
Squareness Tolerance t'/e" (t3.2 mm)
Testing Agency APA®-The Engineered Wood Association
Classification Exposure 1- OSB suitable for uses not permanently exposed to the weather. Panels classified
as Exposure 1 are intended to resist the effects of moisture on structural performance as may
occur due to construction delays, or other conditions of similar severity.
Code Fire Classification Class III or C
Flame Spread Rating 76-200, smoke -developed index <450
Building Code Compliance PS 2-10
Other Information
Forestry Certification Blue Ribbon OSB panels are made from wood sourced
AINABLE Certified SourcingtFORESMEviww.sliproeram.arQ
through a system that is third -party certified to the
Sustainable Forestry Initiative® procurement standard.
Green Building Programs See our Blue Ribbon OSB Sustainability Fact Sheet available Lnnatwww.builditbetter.com for more information on potential
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Product Warranty Blue Ribbon OSB is covered by a Lifetime Limited Warranty. For terms and conditions,
please refer to our Lifetime Limited Warranty available at www.builditbetter.com.
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Formaldehyde Emissions Blue Ribbon OSB contains no added urea formaldehyde resins. PS 1 and PS 2 structural
panels are exempt from testing by the California Air Resources Board (CARE) in the
Composite Wood Air Toxic Control Measure (ATCM) and phenolic bonded structural panels
are exempt from testing or monitoring by HUD in the Manufactured Home Construction
and Safety Standards.
Manufacturing Locations
Location
Allendale, SC
Brookneal, VA
Clarendon, SC
Englehart, ONT, CA
Fordyce, AR
Hosford, FL
Georgia-Pacific
APA Mill Zip Harvest
Number Code Radius
531 29827 50 miles
451 24528 100 miles
532 29001 80 miles
530 POJ 1 HO 50 miles
475 71742 100 miles
500 32334 75 miles
Georgia-Pacific Wood Products Blue Ribbon, Georgia-Pacific and the Blue Ribbon and Georgia-Pacific logos are trademarks owned by or
133 Peachtree St., N.E. licensed to Georgia-Pacific Wood Products I.I.C. APA is a registered trademark of APA-The Engineered Wood
Atlanta, GA 3113g3 Association. Sustainable Forestry Initiative, SFI, and SFI logo are trademarks of Sustainable Forestry Initiative,
Inc. The Home Innovation NGBS Green certified logo Is a trademark of Home Innovation Research Labs.
800-284-5347 www.builditbetter.com 02015 Georgia-Pacific Wood Products I.I.C. All rights reserved. Rev. 2n5 GP -TM Lit. Item N512105.
CITY OF SANFORD
BUILDING,-,&:,-MR',pRlrUENTION
AUG 2 0 2018 • .. :P.ERMIT*APPLICATION
Applicatiott*M:
Documented Consteuction-Value:.$
Job Address:t'
f
Pe Aboc 1 istoric., Wrict":• i(es.Q:, o
Parcel ID:
Type of VYoriz'.
Description of
Resideh iajVJ •Commt:rcial
AlterRtion Repair-E-177 :pemoj0 •Cl'an e' of Use•Q •'Move•0
Plan Review Gonta —Person: „ tr, l 'C: Title:
Phone: `iU 7-5$pod Fax:4Aa- 3--3- .85.3 Email: k1?C.C, O„id, CErnn
Property dwtler Information
Name
Street:
City, State Zip:
Phone:
Resident•of property? :
Colitraiflor Information
Name... _.. f-t-' Phono- o I- $ CJ _ 3-CoLl
Street! e0drS O Fax: •
City, State Zip -State License No.
Architect/Engineer Information
Naive: Phone:
Street:
City, St, Zip:
Bonding Company:
Fax:
E-mail:
Mortgage Lender•
Address: Address:
WARMNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWLCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF co]AMENCEIY$ENT 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.
e.,.:en-is n;r-eby.nvadet rk-and-it. s taifations-as-indicated. i certify tlatloll 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks', avid air conditioners, etc.
nQ 60
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building C e
Revised: Lune 30, 2015 _ __ _ Permit Application
NOTICES tmaddition-to the m4uirerrieitfs.of this -permit, there may be additional restrictions applicable to this property dmt•may bt:
found in•the putilic r e rds'of this county, and there maybe additional permits required from other governmental entities such as water
managgMeut districts, state agencies, or federal agencies.
Acceptance of permit -is verification that I will notify t1ib owner of the property of the requirements of Florida Lien Law, FS ?f 3: `.
The City of Sanford requiies:payment of a ptan•reyieyr fee at the.time:ofpermit-submittal. A•copy.•of the executed contract is iequirkd
in order.to calculate a plan review chargb and will be considered the estimated construction value of the job at the time of submittal.
The actin construction value'will be figured based on the current ICC Valuation Table in effect at the time the &niwi'is issued, in
accordance with local' ordinaricC. 'Should ealculated charges figured off. the -executed contract exceed the actual constirue tiori'valtie,
credit.A ill be,applied tp yopr'pU!nit fees.wbert the:permit is issued.
OWNER 3 S'Ak#MAVTT: T,&Mly,that a11'df the foiregoing infortination is accurate at *I ork will
be done in compliance with .Illtapplicable laws regalati + eonstruction and zo t '
g.
signature ofowner/Apw Date
0
Print Owner/AgenVs Name
Signature of Notary -State of Florida . • Date,
Nwne
CHERYL D AKERS
MY COMMISSION g FF998982
EXPIRES June 06, 2020
iotjj9aotsa F%aoaa+reSWVi C0M
Owner/Agent is Rersonally•Knovm to Me, or Contractor/,Agent is Personally Known to'Me or
Produced ID Type of lb Produced ID Type of ID
BELOW IS.FOR OFFICE USE ONLY
Permits Required: Building[]. Electrfcalf:] Mechanical Plumbing Gas[:] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No #•of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONINQ UTILITIES:
ENGWEER ING: TIRE:
WASTE WATER:
BUILDING:
ttcximd: lone 3amot s - - — - --
o.itftPPIimr/00-
STATEWIDE 1-888-831-2665
M.S. West Inc.
108 Crystal View East
Sanford, FL 32773
JDEL-AIR State Certification CAC032448
NEnnii - AIR CONOIiIONING
Phone: (407) 702-4843
Date: 3/06/2018
Job Name: Maple Avenue
We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job.
Design Criteria:
Worst Case for pricing; lot specific for permitting.
R-38 - Vented Under Attic
R-12.1 - Block Walls
R-19 - Frame Wood, Adjacent
Windows - Low E Vinyl Double Pane, U-Value = 0.34 SHGC = 0.31
Water Heater - Electric 50 gallon, efficiency 0.94
PLAN NAME TONNAGE SEER HSPF
FANS/FAN
LIGHTS
TOTAL CONTRACT
PRICE
Maple Avenue 2.6 16.00 8.50 210 4,808.00
NOTE: PRICING IS BASED ON 2017 NEW CODE & IS VALID FOR 6 MONTHS.
Equipment to be CARRIER HEAT PUMP (25HBC5/FX)
Pricing includes bath duct with (2) standard bath fans, (1) dryer wall cap, and (1) programmable thermostat
TH6320U2008U).
For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU.
For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S.
For any Interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made.
Add $235.00 for Increased range vent size if any make up air is necessary.
DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN.
Ducting to be fiberglass flex system. Supply air outlets to be stamped grilles. Del -Air to provide
supplies and retums per the HVAC duct layout.
Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by Del -Air.
Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by
plumber. Platform by Builder.
Customer Initials
u\ \(.
1 \I I ( 1 Ill. lit n 1
tlulnnl.11 _:'1
STATEWIDE 1-888-831-2665
Job Name: Maple Avenue
DEL —AIR State Certification CAC032448
NUMN6 • AIR COMMONIN6
Warranty.: Includes one year labor service by Del -Air. Parts and components warranty per manufacturer's
limited warranty.
Payment- Schedule: 50% of total due on rough -in, remaining balance due on equipment set and trim out.
Net 7 days. All invoices beyond 7 days will be charged 2% interest per month.
THIS PROPOSAL Is made by Del -Air. to the party named herein only and is void if not accepted within _Q— days of the date hereof and, Is further
void, if after accepted, the party to which this proposal is made fails to pay any consideration in money or monies worth for the work proposed
herein. No other party may rely on or otherwise use this proposal or any HVAC Load Analysis for purposes of providing the air conditioning andheatingworksetforthhereinoranyotherairconditioningorheatingworkwithouttheexpresswrittenconsentofanauthorizedrepresentative ofDel -Air. In the event Del -Air shall sustain any damages including attorney's fees for the unauthorized use of this Proposal, HVAC Load Analysis or
the drawing contained herein, the party named herein agrees to pay any and all such damages and attorney's fees to Del -Air.
Installation carries a two year labor warranty against defects In workmanship and materials, plus parts & Components warranty per manufacturer's
limited warranty. Warranty begins on date of equipment start up. All materials are guaranteed to be as specified. All work to be completed In a
workmanlike manner according to standard practices. Our workers are fully covered by workman's compensation insurance.
Joseph LaPollo
DEL -AIR REPRESENTATIVE
SIGNATURE
AUTHORIZED SIGNER (PRINT NAME)
11% V
Si\rr cl'r.r.ru ni,tn.c_ar¢
r < rloll ,4 r, „ ud.
ud. I 1 .Q 711 SIGNATURE
DATE
Customer
Initials
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 18-00001476 Date 8/20/18
Application pin number . . . 766448
Other Fees . . . . . . . . . 01-LIBRARY IMPACT FEE 54.00
O1-PARKS IMP-RS SINGLE 17 1103.95
O1-POLICE IMP-RS 09.1.17 384.82
O1-SEM CNTY RD IMPACT FEE 705.00
O1-PLUMBING REINSPECT 35.00
O1-SCHOOL IMPACT FEE 5000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
O1-BLDG DCA SURCHARGE 27.20
O1-BLDG DBPR SURCHARGE 37.80
Fee summary Charged Paid Credited Due
Permit Fee Total 70.00 00 .00 70.00
Other Fee Total 12973.58 12944.58 .00 29.00
Grand Total 13043.58 12944.58 .00 99.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00001476 Date 8/20/18
Property Address . . . . . . 402 MAPLE AVE
Parcel Number . . . . . . . . 25.19.30.SAG-0610-0010
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . RESTRICTED COMM
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1071968
Permit pin number 1071968
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MHO1 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL _/_/_