HomeMy WebLinkAbout3870 Crawley Down Lp 18-4303 (A) NEW SFHCITY OF SANFORD
A3) BUILDING & FIRE PREVENTION
All PERMIT APPLICATION
C0 Application No: L4 3()_:)
Documented Construction Value: $ 9 P,2_
Job Address: 3870 Crawley Down Loop Historic District: Yes El No N
Parcel ID: 17-20-31-5VC-0000-1050 Residential FXI Commercial F1
Type of Work: NewFX1 AdditionEl Alteration 11 RepairEl DemoEl Change of UseEl MoveEl
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. c1ba Ryan Homes
Street: 4307 Vineland Rd #H20
City, State Zip: Orlando FL 32811
Phone: 407-692-9831
Resident of property? :
Contractor Information
Name NVR, Inc, c1ba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CGC1517157
Arch itect/Engi neer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.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.
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, tinks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
J
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 done in compliance with all applicable laws regulating construction and zoning.
4fe10/17/2018 10/17/2018
Signature ofOwne Date Signature o'rontW,/Agent Date
Tracy McDonald
Print Owner/A.-ent's Name
10/17/2018
Signature ofNotary-State ofFlorida Date
Tracy McDonald
Print Contractor/Agent's Name
10/17/2018
Signature ofNotary-State ofFlorida Date
MEAGAN LYNNE FOWLER y Pua, MEAGAN LYNNE FOWLER
My COMMISSION # GG 063253
P
MY COMMISSION # GG 063253
EXPIRES: January 17, 2021
z, EXPIRES: January 17. 2021
1''Q r F Bonded Thru Budget Notary SeMces Bonde Tbru Budget Notary Services
Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 0" Electrical f r Mechanical PlumbingR Gas[] RoofF
Construction Type Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: ;O-z 5 Min. Occupancy Load: L (— #of Stories: Z—
New Construction: Electric - 9 of Amps Zvo Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes F] No # of Heads
APPROVALS: ZONING:. fl- 1q, UTILITIES:
ENGINEERING: %m-Tc io-?A-18 FIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
showrionplan.
2 co, 6A,01'r - Al 0*1 16 a 3 3 A Z)
I'm
is=
Fire Alarm Permit: YesF I-L] NoP<f
WASTE WATER:
BUILDING:- a -
Revised: June 30, 2015 Permit Application
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018139583 Book:9264 Page:965; (1 PAGES) RCD: 12/11/2018 2:39:31 PM
REC FEE $10.00
z
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-4303
Parcel ID Number 17-20-31-5VC-0000-1 050
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.
1. DESCRIPTION OF PROPERTY- (Legal description of the property and street address If available)
5 Lot # 105 of Kensington Reserve 3870 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA
6. LENDER:
Address:
Phone Number:
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(l)(a)7., Florida Statutes.
Name:- Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. Phone number.
9. Expiration Date of Notice of Commencement (The expiration 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE 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.
I
aatl KdAZO-1 Dayna Mitchell Assistant Secretary
Sjgro a of Owneror Lessee, or Ownees or Lessee's (Print Name and ProAde Signatory's Title/Office) V=ed Offinnrinirectnr/Partner/ManagerI
State of Florida County of Orang
The foregoing Instrument was acknowledged before me this = , day of
by Dayna Mitchell Who Is personally known to me C)(OR
Name of person making statement
who has produced Identification 0 type of identification produced:
10TPAMEQNMCDONALDigaYCOMM&MOM
i'm ", rzXRRE80Mter0&2M
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sil:l. V
kv
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo,, Sainiford,
Seminole County, Winter Springs
Date:
Project Name: Kensington Reserve Project Address&a_6_6ml 4_J
Electrical Penrift 4BuildingPermit
In consideration for authorizing the appropriate utility company t
I
o energize the facility, we agree with and
understand the following:
I . This Tug/Pre-power application is valid only for one -and two4amily dwellings.
2. The facility will not be occupied until a certificate of occupancy has been, issued.
3. If the judsdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility,.to terminate electrical service
without notice. Furthen-nore, we understand and,agree that should the jurisdiction exe . rcise such right, the
jurisdiction will not be responsible for any damages- or costs which,may result from the exercise of such
right. Also, in the event any third party- claims damages'from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiciion from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AFIJ). The, licensed electrical
contractor or his.licensed representative shall hold the keys(s) for such,access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval, is valid for a maximurn of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the systern prior to pre -power.
8. TUG approval is for service and outside GFC1 outlets only.
0. Check with the local jurisdiction for fees associated with tugs.
Scott James FabeE,7Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric
Print Name of w e nant Print Name of h tor Print Name of El. Contractor
Signature f enant 7ignature f e -ontractor Signature of El. Contractor
CGC15171d EC0003096
Gen. Contractor License # El. Contractor License #
JURISDICTION EMPLOYEE, NAME: —
JURISDICTION:
CALLEDINTO: o Progress Energy o Florida Power and Light on
Rev. 02/10/15)
NAIR,
CITY OF SANFORD
BUILDING & FIRE PREVENTION
A 3, PERMIT APPLICATION
Application No: 117— LA 3())
Documented Construction Value: $ 98,552
Job Address: 3870 Crawley Down Loop Historic District: Yes 0 No NX
Parcel ID: 17-20-31-5VC-0000-1050 Residential N Commercial n
Type of Work: New [A Addition 11 AlterationEl RepairEl DemoEl Change of UseEl MoveEl
Description of Work: New Single Family Residence
pidii-W&v-icw-C6n—ta—cup&rs-6-n-;----T-ra-cy-M c Dort@ Id- Tifl-el3rucluction-Admin--
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR,, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax. 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CGC1517157
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.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.
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: 5" Edition (2014) Florida Building Code
Revised: June 30,2015 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 done in compliance with all applicable laws regulating construction and zoning.
10/17/201.8- 10/17/2018
Signature ofOwner/K(eq\,_ Date Signature ot..I,cllr/Agent Date
Tracy McDonald
Print Owner/Agent's Name
10/17/2018
Signature of Notary -State of Florida Date
Tracy McDonald
Print Contractor/Agent's Name
10/17/2018
Signature of Notary -State of Florida Date
Oy P11A "Ry P4/" MEAGAN LYNNE FOWLERMEAGANLYNNEFOMER
lh— MY COMMISSION "' GG 063253 MY COMMISSION ", GG 063253
W7, EXPIRES: January 17, 20214t -,r EXPIRES: January 17. 2021
eo.'F-' Bonded Tbru Budget Notary SerAces Bonded Thru Budget Notary SeMm
Owner/Agent is x Pers6nally Known to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl Electrical [] Mechanical [] Plumbing[] GasF1 RoofF]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: YesF1 NoF1 # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [] NoF1
UTILITIES: IM 1C) —29 WASTEWATER:
FIRE:
Revised: June 30, 2015 Permit Application
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
q
STATEMENT NUMBER: 18100009
BUILDING APPLICATION #: 18-10000902,
BUILDING PERMIT NUMBER: 18-10000902
DATE: November 14, 2018
I C- V-4
UNIT ADDRESS: CRAWLEY DOWN LOOP 3870 17-20-31-5VC-0000-1050
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3870 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS Nl,
Single Family Housing .00 1.000 dwl unit .00FIRERESCUEN/A
LIBRARY CO -WIDE ORD .
00
Sinzle Family Housin 54.00 1.000 dwl unit 54.00SCHOOSCO:W7DE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00PARKSN/A
LAW ENFORCE N/A .
00
DRAINAGE N/A .
00
00
AMOUNT DUE 9,759*00
PERSONS ARE ADVISED THAT THIS IS A STATEMENTOF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR,OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE,TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
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
r;
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: i c.-,
I hereby name and appoint: Tracy McDonald
an agent of.- NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El The specific permit and application for work located at:
Cx— n t, I j " 1) z-) r--\ La c>
Street Address)
Expiration Date for This Limited Power of Attorney: 12/31/2019
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me thisnday of
20018 by ScottiamesFaber who is Dg iF-a
or Ei who has produced as
identification and who did (did not) take an oath.
Notary Seal)
MEAGAN LYNNE FOWLER
MY COMMISSION# GG 063253
EXPIRES: January 17. 2021
eoF Bonak Thru Budget Notary SeMces
Rev. 08.12)
Signature
OA C-A-b -N F-0
Print or type name
Notary Public - State of
Commission -No.
My Commission Expires:
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax- 407.692.9821 Email: trmcdonaPnvrinc.com
Property Address: 3870 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1050
Phone Number: 407.692.9820 Email: trmcdonagnvrinc.com
The reason for the flood plain determination is:
FE-1 New structure Existing Structure (pre-2007 FIRM adoption)
F-1 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)
A 74
in10AAN' "'-V Ai"'
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
Fj The parcel is in the: 0 floodplain Ofloodway
F-1 A portion of the parcel is in the: El floodplain F-1 floodway
FEI The parcel is not in the: WK floodplain E] floodway
F-1 The structure is in the: El floodplain F floodway
F-1 The structure is not in the: F-1 floodplain E] 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# 18-4303
Reviewed by: Michael Cash, CFM Date: October 24, 2018
I 1 41 1 Application for Paved Driveway, Sidewalk or
I Walkway Including Right -of -Way Use &
11, 0 R 1, nq, % 1 A
1.
0; k# 4: AAI
N —1877— all 4-30%&UP11111 III U -%J City
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
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 clearly identifying the Know whars belom
size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig.
1 . Project Location/Address:..3870 Crawley Down Loop, Sanford, FL 32773
2 Proposed Activity: RX Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date El Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home I
This application is submi&" by -
Property Owner
Signature:
Address: 4307 \, Kinela'n,Rd #H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Print Name: Tracy McDonald
Email: trmcdona@nvrinc.com Date: 10/17/2018
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with wdtten 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, stormwater 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 Requester does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
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 ofor
connected with the use of the City's ri(ht of-way.
I have rea a n rstand the above statement and by signing this application I agree to its terms.
Signature: Date: 10/17/2018
This permit shall be posted on the site during construction.
Plearse call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by: _
Special Permit Conditions:
November2015
Official Use Only
Fee: Date:
Date:
Date:
Date: tb- 74 - 20 ( R
Date:
Use
DESCRIP TION AS FURNISHED: Lot 105, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
SILVER LAKE INDUSTRIAL PARK REPLAT
P. B . 46, PGS. 54-62)
B.13.)S 8904553" W
50,18,
9.99'
to
Z\)
4
ca
LoLn
9,99'
9.99'
58.38' 56.94'
9.99,
9.99,
30.(tY
OT 105LOT1JG"RAGEC
POSED MODELROWP! ISUMWERLAND;KGNT
2 CAR GE RIGHT
2 .3' 9.99,
1 6
DRIVE72D
3' 9,91" I
I
RNE
24.6
I
IS,
IF
LOT 106 <P
LOT 104
ZS1
Y _, 5' CONC. WALK
0=47*12'54"
R=55.00'
L=45.32'
j C=44.05'
CB=S 01'58'58" W
CI?AWLEY DOTVIV LOOP
PRIVATE R/W VARIES)
0=20'06'39"
R=25.00'
L=8.77'
C=8.73'
I CURB CB=N 11'34'09" W
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVFY BUILDING SETBACKS: AS FURNISHEP
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT 25'
REAR 20'
N-/ PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 3,235± SQUARE FEET OR 33.17 SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 9,765± SQUARE FEET
LIVING AREA CONTAINS 1,089± SQUARE FEET
SIDE = 7.5' FOR 60' L(IrS
PROPOSED FINISH FLOOR PER PLANS = 33.0' a SIDE = 10' FOR 75' LOTS
CONCILANA11PORCH CONTAINS 1,687± SQUARE FEET SIDE STREET =_ 25'
CR USEiVNEEM? SCOTT ASSOC, INC - -LAND SURVEYORS
LEGEND -
P PLAT P 01-
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
F FIELD 7*;P.
POINT ON LINE
TYPICAL NOTES:
P IRON PIPE PRIC. POINT Or REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY 7h4T THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA 80ARD OF
RC.k IRON ROD MDHUMCONCRETE ENT P.CC. RAD. POINT OF COMPOUND CURVATURE
RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPIER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SEC77ON 472.027, FLORIDA STATUES
SET I.P. 1/2' I.R. /NLB 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SM THIS SURVEY MAP OR COPIES ARE NOT VALID.
REC. RECOVERED W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.O.B. PO OF' BEG INNING CALC. CALCULATED OR EASEMENTS Th4T AFFECT THIS PROPERTY.
P.O.C. P13INTNT OF' COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
N&D
CENTERLINE
MAIL L DISK FF. D ' SJ_ FINISHED FLOOR ELEVATION
BUILDING SETBACK LINE 5 IRS SURVEY iS PRFPAFZED"FOR THE SOLE BENEFIT OF THOSE cCRTInED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
R11.1 RIGHT-OF-WAY B.M. BENCHKARK 6: DIMETISIONS SHOWN FOR THE LOCATION Of- IMPROVEMENTS HEREON SHOULD NOT BE USED To RECONSTRUCT BOUNDARY LINES,
ESMT. EASEMENT D.B. BASE BEARING 7. BEARINGS, ARE EASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (8.6.)
DRAIN. DRAINAGE s. ELEYATIoNs; ,r s fok4, ARE a4sm ON NATIONAL GEODETIC vrRncAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
UTIL.. CL.FC UTILITYCHAIN LINK FENCE 9. CERTIFICATE OF AurwfiizA77ON No. 4596.
VD.FC. WOOD FENCE
C/o CONCRETE BLOCK
PC. P13INT OF CURVATURE
P.T. P13INT OF TANGENCY
DESC. DESCRIPT ION
R RADIUS
L ARC LENGTH
D DELIA
C CHI] D
C.B. CHORD BEARING
NORTH I
CERT,00 BY:
SCALE 1 30 - ------- i I DRAWN BY: — 1
DATE ORDER No.
PLOT PLAN 10-03-2018 6554-18
THIS BUILDINCIPROPERTY DOES NOT uE wimw
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM'
ZONE "X" MAP I 12117CO09OF (09-28-07)
00t-1, %A
T GRUSENXIEYER, R.L.S. j 4714
W. SCOTTI R.L.S # 4801
SCPA Parcel View: 17-26-31-5VC-0000-1 05010/17/2018
Prop.rty_Hecord Card
Parcel: 17-20-31-5VC-0000-1050
Property Address; 3870 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel 17-20-31-5VC-0000-1 050
Owner(s) BRISSON WEST PROJECT I LLC
Property Address 3870 CRAWLEY DOWN LOOP SANFORD, FL 32773
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Subdivision Name KENSINGTON RESERVE
Tax District Sl-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions I
Legal Description
LOT 105
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
j Taxing Authority Assessment Value ---7Exemp-t Values Taxable Value
County General Fund $52,000 $0 $52,000
Schools $52,000 i so 1 $52,000
City Sanford $52,000 $0 $52,000
S1WM'Sa1nt lohns Water Mana,emenl, $52,000 so
County Bonds $52,000 so $52,000
Sales
Description Date Book Qualified Vac/Imp
No Sales
Find Comparable Salles
Land
Method ge Depth Units Units Price ]_.nd Value
LOT $52,000.00 $52,000
FB,ilding Information
Permits
http://parceidetail.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315VC00001050 1/2
SQ.FT. CALCS
15T FLF- LIVING 1,090 90. FT
2ND FLR LIVING 1,331 SQ. FT.
TOTAL LIVING 7,421 60, FT.
ENTRY 35 Sa ' FT
GARAGE 459 SQ. FT
LANAI 1&0 5Q. FT.
TOTAL 3,015, eQ. FT.
EXTERIOR MASONRY
WALL 5Ra PEIGHT5
V-S' 5R..
13'-4' 5Rr..
LOAD l3lon. WALL
L
NON-BF;r. WALL
COMPONENT AID CLADDINO WIND LOADS SAW WND EXPOS.M
FOR 3 SECOND OLISM
I 90' FOOTAGE
WK/DR
DESIGNATION
ZONE 150 LIPH
1 112
161-01 X 5 24,501-30.1r,
CAl"L
2 24 3050 DR 4 30.M/-32.15
3 11 25-SH 5 2BA51-31.4(o
4 33 2) 25-e44 5 21131-34W
I
D 4 61mo sw S 2(,31/-3330
61 11 25-514 4 25A5/-30.5
WIND DESIGN CRITERIA
A 5ASIC: LJINC) SPEED MFIH (3 SECOND GUST)
VULT - 150 / VA5C> - Ir. MPH
5- NTESNAL FIRE56URE COEFFICENT-18
C. RISK CATEGORY -TYPE 11
1). EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 r-LADE)INn PRESSURE ARE BASED ON
THE VLIt DE51GN UJIND SFIFED. F51-R, &TH ED (2011) ALLOU)5 THESE
PRESSURES TO BE MULTIPLIED BY 0-1, TO MEET THE ALLOLUA5LE OR
NOMINAL TE5TEr.> VALUES UEEr.> BY PRODUCT MANUFACTURERS.
NOTE;
L PRIOR TO DRYWALL t6TALLATION ON ALL FRA11W. MRIBERS 2'-O'FRDM THE FNISH
FLOOR WILL BE 61-RATED AND TFSATED Ul SORATE' A TERMITE TREATED SPRAY I
3 1/2
1'-2- 2'-0'
DEL TOPPLATE
2.4 WOOD FRAMED
Y" OL.
FIRST FLOOR PLAN
Sf-ALE: 1/4 = l'-O'
71ARCHITEC7TS
Dqesign
G0 u 2. roup-,...
1 i N RONALD REAGAN BLVD.
LONGWOOD,Fl- 327EO
PH 407 7 607
FAX 407-77"078
lbd AA
E
0
0
rS'UBDIV. LMD—T:'l
KENSINGTON
RESERVE
LOT #105)
MODELz
SUMMERLAND
VERSION#01)
PRO'TECT"
00002R2065105
PAGE:
FIRST
FLOOR
PLAN
I STATE OF FLORIDA
DATE: 9/24/18
SCAT-11:
SHEET
3 OP 9
COKTONFINT AND CLADDING W14D LOADS BASIC WIND E)TOSORE
FOR 3 SECOND COSTS
CALL 0 SOUARE wll ZONE m MPH WIND
FOOTAGE DEBCNATION
1 15
3050-SH 4 26 65/-31.14EGRESS
2 15
3MO-SH 4 28f,51-3114
2A 12 3040-FG, 5 23.081-36,10
25 15
3050-e44
5 2&b5/-31,D5
EGRESS
3050-SH
15 EGRESS 5 2&b5/-31B5
4 15 4013-FG
5 2a43/-3a4O
TEMP
5 15
3050-514
4 28.651-31.14
EGRES6
6 15
3050-SH
4 28.65/-31.14
ECIRE-58
WIND DESIGN CRITERIA
A. BASIC. WIND SPEED MPH (3 SECOND &1.15T
VULT.150 / VA5D-116 MPH
B. INTERNAL PRESSURE COEFFICENT- .18
C.- R15K CATEGORYcTYPF 11
P. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE
EASED ON THE Vult DESIGN WIND SPEED. FBCR &TH ED. (2011)
ALLOUS, T14ESE PRESSURES TO BE MULTIPLIED BY 0,6 TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY
PRODUCT MANUFACTUREF;r5_
N'TE. L FROR TO DRYWALL INSTALLATION CN ALL FRAING MIRIBERS 2'-0'FR0t1 THE FINISH
FLOOR WILL BE SPRAYED AND TREATFD W SORATE' A TER1ITE TREATED SPRAY I
Nl-_, S
Hr _ _ _ T
STAIR DATA:
17 RISERS @7.57"
16 TREADS @10" +1" NOSING
10'-5 3/4 2ND HAND RAIL
F_
el-4' BR3. HT.
2 LANDING,
CROP CEILING TO\ 1 1/4'
1. -1.
V 2X8 HEADERS AS LU
HOM ON 1HrET 6 MI,
42'HIGP WALL
LLW WALL CAP
PWDR.
13
ROOM
2xI2 5.Y.P. TREAD
x
2 4 RE NFIDF_IW
2A2 5TRRC E
3) 2.12 5YP 5TR
SECURED W/ ll r `5' Z' E:
K11 LATE
6 37— M
3/4' T4G SUB FLOOR
GLUED 4 NAILED
7x , 24' OZ. MAX
0'-0' FIN. FLR_
2x4 P-T. PLATE -SECURE 1V 10d CUT NAILS 16- CC- MAX
r-,--STAIR SEMON: 9
9 —
4
9
BRG.
DE3L_/
DTUD
lot
2xa 1)5L STIM
W/ lod x 3 -
OMMON RAIL
15- OL. 2
ROW6
5TACGEll
6__ 5- X — — — — — - F - — — — — — — LIRE 50 ll R EEO
5'- 4' 1.-,.
20--a- r,--2-
4
401 Fn.
EGFE65 TEMP
FOWNER'S
4' SEAT
60'X3
HOLIER PAN
7fl, SUITE
O'ffNER'S BATH
C FJT
LAY
CLa
EXE
lol /'2'-4' D
BEDROOM 2
BATH1,31-811
I
6' F
144'-2-
V 2-
911 > R(T C
V
LAU
81-01 cila
rz7xz
I ATTIC I
OPT,
BEDROOM 3
ll'_5,xl0,-0,
81-01 CLc.
Et - a
1 4'-2-
4-0 Ef
30 Fa
I 2X5
112'OjC.
D5L.
ST ) STUD
LOFT
BEDROOM 4
I0'-2'xl4'-3'
DEL.
STUD
LINE OF IST
FLOOR BELOW
EGRESS (D
101-10,
I.-,. 4-4- 4--4
21'-4'
30'-0'
LNE OF IST FLOOR BELOW
SECOND FLOOR PLAN
SCALE: 1/4 = V-0'
STUD
N
STUD
A R C H I T E C T 3
Qqesign
ou 2. Group-,-
14 i N. RONALD R AGAN BLVD,
LONGWOOD, FL327W
PH 407-77"078
FAX 407-77 078
abd lgngroup.com
AA
1
E
8
W
E
F-STJBDIV. & LOT-1
KENSINGTON
RESERVE
LOT #105)
MODEI-
SUMMERLAND
VERSION#01)
PROJECT'*
00002R2065.105
PAGE:
SECOND
FLOOR PLAN
ARCHrrEcT.-
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
or
DATE: 9/24/3
SCAT - 1/4"=1'—O"
SIMET
4 01r 9
RYAN HOTVMS SFR-DETACHED
Permit 9
BUILDING PERMIT
Min Max Inspectio n Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Prepour
20 Lintel / Tie Beam / Fill Down Cell
30 Sheathing!— alls
30 Sheathing— Roof
30 50 Final Window
Roof Dry In
Frame
60 InsulationRough In
70 Drywall / Sheetrook
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stu6co / Siding
80 Insulation Final
Final Sin& Family Re idence
RF,VISED: June 2014 -
Address:
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Undergr6und Power (TUG)
30 Electric Rough
1000 Electric Final
VIST -1w pr gq, -,--g ggg -o' im gg'
Min Max Inspection Description
10 Plumbin Undergr6und9
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
Min Max
2i
Inspection Description
10 Mechanical Rough
1000 Mechanical Final
RECORD Copy
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida, Department of Business and Professional Regulation - Residential Performance Method
P roject Name: Lotl05KensingtonReserveSum merlandKGRSE Builder Name: . RYAN HOMES
Street: 3870 CRAWLE Y DOWN LOOP Permit Office: SANFORD S-4 N,
City, State, Zip: SANFORD, FL, 32773
Owner:
Permit Number:
6#1 0 - 4 3, OJurisdiction: 510
Design Location: FL, Orlando County:: Seminole (Florida Climate,Zone 2
1 . New construction or existing New (From Plans) 9. Wall Types (2626.7 sqlft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=1 1.0 1264.00 ft2
b. Concrete Block .Int Insul, Exterior R=4.1 1073.30 ft2
3. Number'of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 289.33 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1 384.b sqft.) Insulation Area
5. Is this a worst case? No
r
a. Under Attic (Vented) R=38.0 1384.00 ft2
6. Conditioned floor a rea above grade (ft2) 2421 b. N/A R= fi2
Conditioned floor area below grade (fl:2) 0
c. NIA
11. Ducts
R= ft2
R ft'
7. Windows(219.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25
a. U-Factor: Dbl, U=0.35 166.75 ft2
SHGC: SHGC=0.2,9
b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu /hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dbl, U=0.34 5.00 ft2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr 'Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 3.184 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons
8. FloorTypes (1381.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features
b. Floor over Garage R=1 1.0 291.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Total Proposed Modified Loads: 66.87
Glass/Floor Area: 0.091 PASS,
Total,Baseline Loads: 67.98
I,hereby certify that the plans and specifications covered by Review of the plans and
this calculation are in compliance w!pi, the Florida Energy specifications covered by this
Code calculation indicates compliance yn
with the Florida Energy Code.
PREPARED BY: 114'e'. -z Before construction isbompleted
DATE- P-27-1 9 Rrntt Pr;;tt this building will -be inspected for
compliance with Section 553.908
I hereby certify that this building, a c signed, i's in compliance
Florida Statutes.
with the Florida Energy Code. 0_ WIE
OWNER AGENT: BUILDING OFFICIAL:
DATE: 9/28/2018 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 Inspectiom Checklist in accorclance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater'than 6.50 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than O 050 Qn forwhole house.
9/27/2018 5:07 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
CnDft/l DAnr, 'M 7
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office
I
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lotl 05KensingtonReserveSu Bedrooms: 4
User Conditioned Area: 2421
Total Stories: 2
1 Worst Case: No
RYAN HOMES Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan: No
Single-family
New (From Plans)
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
105
KENSINGTON
3870 CRAWLEY DOW
Seminole
SANFORD,
FL , 32773
CLIMATE
DesignLocation
Design Temp
TMY Site 97.5% 2.5%
Iht Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTLAR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
Blockl 2421 21062.7
SPACES
Number Name Area Volume Kitch
I
en Occupants Bedrooms Infil ID Finished Cooled Heated
Main 2421 21062.7 Yes 5 4 1 Yes Yes Yes,
FLOORS
FI oor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main ---- ----
2 Slab -On -.Grade Edge Insulatio Main 115ft 0
291 ft2
1090 ft2
11 0 0
0 0.38 0.62
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS' IRCC
Full attic Vented 300 1384 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic,(Vented) Main 38 Blown 1384 ft2 0.11 Wood
9/27/2018 5:07 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
r:r)PNA PAnr;-9nl7
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowynrntToWallTypeSpaceR-\/;;', le Et In Ft In Area Fraction AhSnr Grade%
I NE Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0
3 SE Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
4 SE Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 SW Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
6 SW Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0
7 NW Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
8 NW Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 11 31 0 9 4 289.3 fill 0 0.25 0.3 0
10 NW Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0
DOORS
Ornt DoorType Space Storms U-Value Width Height Area
Ft In Ft In
1 SE Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.35 . 0.29 N 30.0 ft2 1 ft 0 in 1 ft2 in None Exterior 5
2 NE 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 11 ft6 in None Exterior 5
3 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in I ft 2 in None Exterior 5
5 SW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
6 SW 6 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 11 ft 6 in None Exterior 5
7 NW 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in I ft 2 in Drapes/blinds None
8 NW 7 Vinyl Low-E Double, Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft2 in None Exterior 5
9 NW 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5
10 NW 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter: Avg. Wall Height Exposed Wall Insulation
1 459 ft2 459 ft2 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
I Wholehouse Proposed ACH(50) .000359 . 2281.8 125.27 235.58 3229 6.5
J
9/27/2018 5:07 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
r— -- , - ",- -
rr')DRA PAnr.-,)nl7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
I Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
I Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 121.1 cfm 0.05 0.60 1 1
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
Cooling Jan F:b M a, Ap r Jun JulM:y ugAu Seep Oct No v Dec
Heating Jan F Marb Xj A pr M Jun JU Ayrjr rj Xj S IXI Oct NovXIk DecHVentingJanFebXMarAprMayJunJulAugSepOctNovDec
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
9/27/2018 5:07 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
I - -- . - --j
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD.
EST'I" MATED'ENERGY PERFORMANCE .
1
INDEX* = 98
The lower the EnergyPerformance Index, the more efficient thehome.
3870 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
t 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 (ft')
7. Windows- Description
a. U-Factor: Dbl, U=0.35
SHGC: SHGC=0.29
b. 0-Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.31
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor over Garage
c. N/A
New (From Plans) 9. Wall Types
a. Frame - Wood, Exterior
Single-family b. Concrete Block - Int Insul, Exterior
1 c. Frame - Wood, Adjacent
4 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2421 b. N/A
c. N/A
Area
11. Ducts
166.75 ft2 a. Sup: Attic, Ret: Attic, AH: Main
48.00 ft2
12. Cooling systems
5.00 ft2 a. Central Unit
ft2
13. Heating systems
a. Electric Heat Pump
3.184 ft.
0.290
Insulation Area 14. Hot water systems
R=0.0 1090.00 ft? a. Electric
R=11.0 291.00 ft2
b. Conservation features
R= ft2
None
15. Credits
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. 0 erwise, a new EPL Display Card will be completedmi
based on installed Code compliagit ures.
Builder Signature: Date: 9/28/2018
Address of New Home'. 3870 ra ey Down Loop City/FL Zip: 32773
Insulation Area
R=1 1.0 1264.00 ft2
R=4.1 1073.30 ft'
R=1 1.0 289 33 fl,2
R= ft2
Insulation Area
R=38.0 1384.00 ft2
R= ft2
R= W
R ft2
6 60.25
kBtu/hr Efficiency
38.5 SEER:15.00
kBtu/hr Efficiency
38.0 HSPF:8.50
Cap: 50 gallons
EF: 0.95
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.
9/27/2018 5:07 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, EnergyConservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3870 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL,,32773
MANDATORY REQUIREMENTS See indiVidual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builde *7r 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 ANS[/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)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1 . Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the 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 firepla Ces, the doors shall be listed and labeled in accordance with UL:907.
R402.4.3 Fenestration air leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm 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.
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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
ericlosed in a room, isolated from inside the thermal envelope. Such rooms shall be, sealed and insulated in accordance with the envelope requirements
6fTable 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
p . asses through conditioned space to a minimum of R-8.
Exceptions:
1 . Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying With Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed,to limit air leakage
between conditioned, and unconditioned spaces, ' All recessed luminaires shall be IC -rated and labeled as having'an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
i
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 Therrnostat 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-resi,stance heat shall have cont
I
rols
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 an ' d sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to, meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Flori da Statutes, t o be "substantially leak free" in
accordance with S , ection R403.3.3.
R4:03.3.2.1 Sealed air handier. 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.
1
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1 Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)r
across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. 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 handier enclosure. Registers shall be taped, or oth6Mise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not b e 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.
Awritten report of the results of the test shall be signed by the party conducting the test and provided to the code.6fficial.
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 105oF (41 oC)
o
I
r below 55oF (1 3oC) 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, molstu
I
re,, 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 circulatio n and temperature mainteriancesysterns (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 s hall be readily a.ccessibler.
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 Heattrace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.,,Controls forrsuch systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in,accordance
with the times when heated water, is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % 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 1 OOoF to 140oF (38oC to 60oC).
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 typeof 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 a tilt 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 systern is not operating.
R403.6.1 Whio'le-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 R403A.1.
1 . The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
I
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.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0
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
CFM/WATT)
AIRFLOW RATE MAXIMUN/
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 L/min. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 -Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
th
I
an the calculated total
I
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oad 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 humid ityr used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equi pment 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
R4013.7.1.11 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
lointermittentbasis, such as anticipated 'additional ads 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:
1 A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized'for optimum performance during base loadrperiods is utilized.%
b'dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with SectionsR403.8 Systems serving multipl
C403 and C40'4 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 50oF (1 O'C), and no,
precipitation is falling and.an automatic or manual control that will allow shutoff when the outdoor temperature is above 4.OoF (4.8,C).
R4011 0 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.
R40110.1 Heaters. The electric power to heaters shall be controlled by a readily accessible oh-6ff 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 a,ddition to a .circuit breaker for, the
power to the heater. Gas-fir ed 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 motoirs'. 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 bri-site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools'and outdoor permanent spas shall be equipped with a vapor7retardant 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 Vap'or-retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters.shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1100, 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 (MandatorY e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
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FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
I This checklist
0 A Form P405 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, e-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).
El Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
EJ Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
El Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
0
1
A completed Envelope Leakage Test Report (usually one page)
11 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
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EnergyGauge@ - USRCSB v6.0
Page 1 of 1
Manual S Compliance Report Job: Lot 1 05KensingtonReser..
wrightsoft', Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 COWSCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
T 7,
For: RYAN HOMES
3870 C RAWLEY DOWN LOOP, SAN FOR D, FL 32773
Design Conditions
Outdoor design DB: 92.5'F Sensible gain: 3rO653 Btuh Entering coil DB: 78.3'F
Outdoor design WB: 76.2'F Latent gain: 5346 Btuh Entering coil WB: 64.1oF
Indoor design DB: 75.00F Total gain: 35999 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Sensible capacity: 32150 Btuh 105% of load
Latent capacity: 7030 Btuh 132% of load
Total capacity: 39180 Btuh 109% of load SHR: 82%
Design Conditions
Outdoor design DB: 42.3'F Heat loss: 26547 Btuh Entering coil DB: 69.00F
Indoor design, DB: 70.01F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47Dl4A
Actual airflow: 1283 cfm
Output capacity: 38000 Btuh 143% of load
Supplernental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer"' Model:
Actual airflow: 1283 cfm
Output capacity: 7.2 kW 92% of load Temp. rise: 70 IF
Meets all requirements of ACCA Manual S.
Capacity balance: 34 IF
Economic balance: -99 IF
Ar- *
wrightsoft,
Right-Suite(g) Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:34
lz A
Page 1
GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Cale = MJ8 House faces: SE
Component Constructions Job: Lot105KensingtonReser..
wrightsoft Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
lvz- PAvlwalwar.
RSMIT-00
Location: Indoor': Heating Cooling
Orlando/Jetport, FL, US Indoor temperature 70 75
Elevation: 105 ft Design TID (OF) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (IF) 42 93 Infiltration:
Daily range (IF) - 16 (M Method Simplified
Wet bulb (IF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
W BtuhV-IF ft2-OF/Btuh Btuh/ft Btu h BtuhV Btu h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 366 0.091 13.0 2.52 923 2.35 861
fnsh, 2"x4" wood frm, 16" o.c. stud se 194 0.091 13.0 2.52 489 2.35 456
sw 381 0.091 13.0 2.52 960 2.35 896
nw 216 0.091 13.0 2.52 544 2.35 508
all 1157 0.091 13.0 2.52 2916 2.35 2722
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board ne 324 0.201 4.1 5.57 1806 4.37 1418
int fnsh se 59 0.201 4.1 5.57 330 4.37 259
sw 361 0.201 4.1 5.57 2011 4.37 1579
nw 195 0.201 4.1 5.57 1084 4.37 851
all 939 0.201 4.1 5.57 5230 4.37 4107
Partitions
1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" 271 0.097 11.0 2.69 729 1.75 475
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne 30 0.350 0 9.69 291 25.9 777
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft se 30 0.350 0 9.69 291 25.0 750
window ht, 1.17 ft sep.); 6.67 ft head ht sw 15 0.350 0 9.69 145 25.0 375
nw 15 0.350 0 9.69 145 2.9 389
all 90 0.350 0 9.69 873 25.4 2290
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne 16 0.350 0 9.69 158 22.0 359
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I sw 17 0.350 0 9.70 163 22.5 378
ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht nw 33 0.350 0 9.69 317 22.0 718
all 66 0.350 0 9.69 638 22.1 1455
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, c1r.low-e innr, se 12 0.350 0 9.69 116 24.7 296
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, nw 5 0.340 0 9.42 47 27.1 135
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, cir outr, air gas, mil no brk frm mat, clr low-e innr, nw 48 0.620 0 17.2 B24 30.6 1470
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.5 ft sep.); 6.67 ft head ht
QL -Fk- wrightsoft' Right -Suite@ Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:34
7 Page 1
GRS"Lot'10:KensingtonReserveSummerlandKGRSE.rup Calc MJ8 House faces: SE
I
F_
Doors
11JO: Door, mtl fbrgi type
11 DO: Door, wd sc type
Ceilings
16B-38ad: Attic cei I ing, asphalt shingles roof mat, r-38 cei I ins, 1/2"
gypsum board int fnsh
Floors
20P-13c: Fir floor, frm fir, 6" thkns, carpetfIr fnsh, r-13 cav ins, gar ovr
22A-cpI: Bg floor, light dry soil, on grade depth, carpet fir fnsh
se 20 0,600
n 18 0.390
1384 0.026
291 0.068
115 0.989
6.3 16.6 334 18.5 372
0 10.8 193 12.0 215
38.0 0.72 997 1.41 1955
13.0 1.88 548 0.98 284
0 27.4 3150 0 0
410- wrightsoft- Right -Suite@ Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:34
It. Page 2
GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Calc = MJ8 House faces: SE
L_
wrightsoft, Project Summary
Entire House
DELAIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665
My57
For: RYAN HOMES
3870 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes: OPTION BATH 2@BED 4
RVSD 3-20-2017 NMB
L.S. 09-27-18 SRP
r WP14 "T, esidwE7-
Weather: Orlando/Jetport, FL, US
Job: W105KensingtonReser..
Date: 06.03.15
By: BENTLEY
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside clb 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh Structure 21127 Btuh
Ducts 5558 Btuh Ducts 9527 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cf m) 0 Btuh
onp) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 26547 Btuh Use manufacturer's data y
Rate/swing multiglier
Equipment le load
1.00
30653 BtuhInfiltrationsensi
Method Simplified Latent C ooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3298 Btuh
Ducts 2047 Btuh
Central vent (0 cfm) 0 Btuh
Heatin Coolin none)
BtuhArea (ft2) 24291 24129 Equipment latent load 5346
Volume (ft3) 21176 21176
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 35999 Btuh
Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 3.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN- JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DIST]...
Model GSZ1 40421 Cond GSZ140421K
AHRI ref 8242633 Coil ASPT47D14A
AHRI ref 8242633
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 31185 Btuh
Heating output 38000 Btuh P 470F Latent cooling 7315 Btuh
Temperature rise 1 27 OF Total cooling 38500 Btuh
Actual air flow 1283, cfm Actual air flow 1283 cfm
Air flow factor 0.048 cfm/Btuh Air flow factor 0.042 cfm/Btuh
Static pressure 0.40 in H20 Static pre-sure 0.40 in H20
Space thermostat Load sensible heat ratio 0.85
Capacity balance point 34 OF
Backup:
Input = 7 kW, Output 24539 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Sep-27 16:54:34
Right -Suite@ Universal 2018 18.0.27 RSU23828 Page I
AC(>. ...GRSE\LotlO5KensingtonReserveSummeriandKGRSE.rup Calc = MJ8 House faces: SE
wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, Fl- 32771 Phone: 407-831-2665
Job: Lotl 05Kensington ReserveS
Date: 06.03.15
By; BENTLEY
1 Room name Entire House GREAT RM
2
3
Exposed wall
Room height
273.0 ft
8.6 ft
53.0 ft
9.3 ft heat/coal
4
5
Room dimensions
Room area 2464.8 ft2
1.0 x 576.8 ft
576.8 ft2
Ty Construction
number
U-value
Btuh/ft2'F)
Or HTM
Btu ft2)
A rea (ft2)
or perimeter (ft)
Load
Btuh)
A rea (ft2)
or perimeter (ft)
Load
Btuh)
H eat Cool Gross N/P/S Heat Cool G rDSS N/P/S Heat Cool
6
G,'
t--"
L.
2A,2om.'
13A-2ocs Blk wall, s
2A-2orn
C12 -Osw
2A-2om
2A,'2'arn,_,,
13A-2ocs Blk wall, s
bbbf
0.350
0.201
0.350
0 09
0350
0.350
0.201
ne l
ne
ne
se-
se
j-'9-69
5.57
9.69
i, .52
i`'9:661
5.57
2591
4.37
21.97
24 67
24 9
4.37
341
16
236
12
30
79
366
324
0
b4
1
59
Z
291
1806
158
489
A"
29,1
330
186-1
Lz
1418
359
4515
750
259
d
0
0
0
0
37
d
0
0
b
0
17
7
0
0
96
b
0
0
10
0
0
75t-D 11jo 0.600
0()91
se
sw'
16.62
2. 152
18.51
Z3
24. 99-
20
J96
20
j81
334
96b
372
i, il 896
375
20
D
20
b
334.
0""
372_
0
t-G
13A-2ocs Blk wall, s
2A-2om
s -w,- 1 c-o*
2A-26m
0.201
0.350
0.091
0.340
6.35Q
sw
sw
nw
aw
w
5.57
9.69
9.42
4.37
22.54
2. 5
2T09
25.91
378
17
2-36-
5
j 5
361
0
6
0
2011
163
544
47
1579
378
508
A 35
303
17
0
o
f 23
287
0
0
0
1595
163
0
0
0,
1253
378
0
0
0.
13A-2oc s - Bk`w-'all, -s-'.`
2A-2om
2A-2omd
12B-0s
JjDO' w. .........
0.201
0.350
0.620
0.390
nw"
nw
nw
7
n,.,
5.57
9.69
17.17
2'J6'9
10,80
4.37
21.97
30.63
1.75
12.03
275
33
48
89
18
195
0
0
18
1084
317
824
72b
1,93
851
718
1470
154
33
0
a
121
0
0
TO-3
675
317
0
278
19a
530
718
o
181
2,15
C 1613-i ad
Op' 1 3c,;:n
0.026-
Ab 69
0. 72 1.41 1384
01
1384
2 9f
997
548
1955
n 84
6
0
6
o
53
4
C- ' 0
8
0
F ....... 22A7COI
1 7
0.989
Y
71
27.401-
T
1093 115 3150 0 1452 0
6 c) AED excursion 378 120
Envelope loss/gain 16597 16156 5108 3851
12 a) Infiltration
b) Room ventilation
4392
0
1421
0
930
0
301
0
131 Internal gains: Occupants @ 230 4 920 3 690
Appliances/other 26301 1
230
Subtotal (lines 6 to 13) 20989 21127 6037 5072
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
20989
0
0
21127
0
0
6037
0
0
5072
15 Duct loads 26% 45% 5558 9527 26%1 45% 1599 2287
Total room load
Air required (cfm) 1 2654711
1283 3065311283 1 76361369,
7359
308
Calculations aDDroved bv ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:34
141ffic- Page 1eA ... GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Calc = MJ8 House faces: SE
L
F-
wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING &.AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lotl 05Kensington ReserveS
Date: 06.03.15
By: BENTLEY
1 Room name NOOK/KITCHEN STUDY
2 Exposed wall 38.0 ft 11.5 ft
3 Room height 9.3 ft heat/cool 9.3 ft heat/cool
4 Room dimensions 13.0 x 25.0 It 1.0 x 155.0 ft
5 Room area 325.0 ft2 155.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load A rea (ft2) Load
number Btuh/ft2-oF) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
H eat Cool G ross N/P/S Heat Cool G ross N/P/S H eat Cool
6 V 12 Dsw; b.'O'9' f 2., 2 2.3'5' F-
0
7 'b
0 0
q b 6
0
t-G
2A-2orr,_
13A-2ocs Blk wall, s
0.350
0.201
ne.'
ne 5.57
25.911
4.37 233 233
0
O
1299
0
1020
0
107
16
0
91
0,
507
158
398
3592A-2om 0.350
0091 ne7`,se 9.69
f* 'Z52
21.97
T 2 36
0
O b
0
0 6 0 0
b 171A,:,P I "b
2A-20m, M50 se 9.69 24M 0 k" 0 0- 0
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0t-D 11jo
12 'Osw,
0.600
0 b9'1'
se
W
S`
16.62
7 -`52
18.511.
2M
0
b
0
0 0
0
0
0
b
0
0
0
0
13A-2ocs Blk wall, s
0'356
0. 201 sw 5.57
24 99
4.37
22.54
0
0
0
0
O
0
0
I
0 0
0
Ci
0
0
0
0
o
0
02A-2om
1
2A-20m,
0.350
0.09
r 0.340
sw
nw,
w.
9.69
3
27:09
7`7 _0
0 0
b
0 0
Zb b
b o
0
0
2A-2orn-`- 1 a D L, '0 jD 0
13A-2ocs Blk wall, s
2A-2om
0.201
0.350
nw
nw
5.57
9.69
4.37
21.97
121
0
73
0
408
0
321
0
0
0
0
0
0
0
0
0
2A-2omd 0.620 nw 17.17 1470 0 0 0- 0
l b -6sw..- 0. 097 Mg
30.63
1.751",
48
0
o
0
824
6 7 168 168 l 294
LL_Z, 0.390,.,,.n j 2.03 7 0 0 0 0 0 O
C
111D
16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 01
20P 1`3c, -1 . .. . b 1: 0 b8 0
22A-CIDI 0-989 7- 27 40 0.00 325 38
A
1041 0 155
T.
12 315 0
n,
7
7 7
7 7 ---- - -- ---
6 c) A ED excursion 167, 15
Envelope loss/gain. 3573 2978 1431 1066
12 a) Infiltration 666 216 202 65
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 4239 43941 1633 1131
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4239 4394 16-33 1131
15 Duct loads 26% 45% 1123 1981 26% 45% 432 510
Total room load 5362 6375 2066T 1641
Air required (cfm) 1 259[ 2167 100 69
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
volmltgm_ 2018-Sep-27 16:54:34
Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 2Af& ... GRSE\LotlO5'Ke"n'singtonReserveSummeriandKGRSE.rup Calc = MJ8 House faces: SE
wrightsoft, Right-J@ Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lotl 05Kensington ReserveS
Date: 06.03715
By: BENTLEY
1 Room name POWDER MASTER SUITE
2 Exposed wall 12.5 ft 30.0 ft
3 Room height 9.3 ft heat/cool 8.0 It heat/cool
4 Room dimensions 4.5 x 8.0 ft 16.5 x 13.5 ft
5 Room area 36.0 ft2 222.8 It'
Ty Construction U-value Or HTM A rea (ft2) Load A rea (ft2) Load
number BtuhVft2-0F) BtU[Vft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh)
H eat Cool G ross N/P/S H eat Cool Gross N/P/S Heat Cool
6 VWL 12 -0sw-- ne" 2 b b
o 0
b 7`:",_'_"6
J,
t-G
2, _2oml!
13A-2ocs Blk wall, s
0.350
0.201
ne_
ne
1_9.6 ,
5.57
25'Rj,'
4.37 0 0
0
0
0 0
0
I—
0 0 0
01
0
if V-W4'_
2A-2om
12c-Os'w"`
2A-2om
0.350
b.b91
J0.350
ne
se
9.69
2'5
9.69
21.97
3
24' 67,
0
0
0
0
6'
0
b
0,
6
0_
0
0
0 0
no,
2A-2o m )a' 0.350 j6e.,:,j 24 99 0 0 0 0 K
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 42 42 234 184 0 0 0 0
11jo 0.600 se 16.62 18.51 0 0 0 0 0 0
12c biW - 0091 sw 2 62'7'
0.69
2.3 0 0 0
0
o
0 219'
t-G
2om
13A-2ocs Blk wall, s
0 35d
0.201
sw'
sw 5.57
9.69
24M
4.37
22.54
75
0
75
0
416
0
326
0
5
0
0
0
0
J 45
0
0
0
02A-2om
0 sw
2A-2om
0.350
0 109
0.34 10'
sw
nw,
hw
2 '82
9 42
3
2 T 09
b
0
b
0
0
0 0 0 0
275
1:2&2orn' 35b 6w q 2541 o D
13A-2ocs Blk wall, s
2A-2om
0.201
0. 350
nw
nw
5.57
9.69
4.37
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd 0.620 nw, 17.17 30.63 0 0 0 0 0
b
0 0
1;5-Osw 7, 0.097 71,- 1,75
0
0 0 0, T o 7- -::o 76 6
0.390 n 10:80, 2'03 O o 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315
20 P_' 3c',
7.40
T' 0 0 L110 r" 0
22A7CQl-1- 0.989
T
0.00 36 13 342 0
r
7 "f-
0,
7
0 0
j:
0
7
i 7
6 c) AED excursion 40 110
Envelope loss/gain 997 480 981 1682
12 a), lnfiltration 219 71 451 146
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 0 600
Subtotal (lines 6 to 13) 1216 551 14321 2658
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 S ubtotal b 1432 2658
15 Duct loads 26% 45% 322 248 26% 45% 379 1198
Total room load 1538 7991 1 1811 3856
Air required (cfm) 74 33 881 161.
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:34
Page 3
GRSE\Lotl05KersingtonReserveSummerlandKGRSE.rup Calc = MJ8 House faces: SE
1+ wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lotl[05KensingtonReserveS
Date: 06.63.15
By: BENTLEY
1
2
3
4
5
Room name
Exposed Wall
Room height
Room dimensions
Room area
MASTER WIC
5.0 ft
8.0 ft heat/cool
5.0 x 5.5 ft
27.5 ft2
MASTER BATH
10.5 ft
8.0 ft , heat/cool
1.0 x 102.8 ft
102.8 ft2
Ty Construction
number
U-value
Btuh/ft2-OF)
Or HTM
Btuh/ft2)
A rea (ft2)
or perimeter (ft)
Load
Btuh)
A rea ' (ft2)
or perimeter (ft)
Load
Btuh)
Heat TC..l Gross N/P/S H eat Cool Gross N/P/S Heat Cool
6
t-D
VL,
G
G
C
r:
12,
13X-2ocs' 01'k wall, s
2A-2om ... ... .. . .. ......... _'
13A-2Dcs, B lk wall, s
11'0 .... . .....
2bAOn
1 3A _20cs B lk' all, s
2A-2om
A 2, '0sw!:j
A
OM
13A-2ocs Blk wall, s
2A-2om
2A-2omd
16B-38ad
09A-1
6b
0.201
0.350
2k, :3 500
0.201
0'60"
o b§t!
250
0.201
0.350
0350
0.201
0.350
0.620
097
0:390
0.026
n QPQ
ne
ne
e
se
s
sw
sw
fiK
nw
nw,
nw
5.57
9.69
2'52
i9.69
9 69
5.57
16.62
2
f.'Z4
5.57
9.69
n2 52
9:42
K 69
5.57
9.69
17.17
0.72
1A8'
2740
35
25 9,1
4'37
21.97
2'_3
24 99'
4.37
18.51
2 35
J 24 99,',,
4.37
22.54
35
2T09
25 91,
4.37
21.97
30.63
1.41
000
310
0
0
0
0
0
0
0
0
0
0
0
0
0
28
0
0
oJ"
0
0
q
b
0
0
0
0
b
0
0
0
0
28
0
0
0
0
0
0
0
b
0
0
0
r
0
0
0
0'
0
20
0
0
0
b
0
0
b
0
0
0
0
0
0
0
MK
39
0
0
148
0
0M-0
0
0
0
0
0
0
0
0
103
0
0
0
0
0,
0
0,
7
0
0
0
0
0
o
b
103
0
0
0
O
0
0
go
0
0
78
4
0
0
0
0
b
74
1 - 0
0
0
0
0
0
b
b'
0
0
0
0
0
b!
x
145
01. - 1,
6 c) AED, excursion 20
Envelope loss/gain 121 122 32D 487
12 a) Infiltration 75 24 158 51
b) Room ventilation D 0 0 0
13 Internal gains: Occupants @ 230 0 0 01Applianbes/other 0 0
Subtotal (lines 6 to 13) 196 147 478 538
Less external load 0 0 0 0
Less transfer 0
0
0 0
0
14
Redistribution
Subtotal 196 147 478
15 Duct loads 26% 45% 521 65 26% 45% 127
Total room load 248121 21319 1 1 605
Air required (cfm)
Calculations approved bV ACCA to meet all requir ments of Manual J 8th Ed.
2018-Sep-27 16:54:34
Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 4_
GRSE\LotlO5KensingtonReserveSummerlandKGRSE.up Calc VJ.8, House faces: SE
L
J -
wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATI.NG & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot 1 051(ensingto n ReserveS
Date: 06.03.15
By: BENTLEY
I Room name MASTER W.C. BED 2
2 Exposed wall 9.0 ft 10.5 ft
3 Room height 8.0 ft heat/C001 8.0 ft heat/cool
4 Room dimensions 3.5 x 5.5 ft 13.0 x 10.5 ft
5 Room area 19.3 ft2 136.5 ft2
Ty Construction U-value Or HTM A rea (ft2) Load A rea (ft2) Load
number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross- N/P/S Heat cool
6
t-G
12 ,Osw
13A-2ocs B Ik wall, s 0.201 ne 5.57 4.37 0 0
1D
0 0 0 0 0
9,
0
11
2A-2om
j 2C-O, w
2,;, dr,f
2A
0.350
0.09t
5b
ne
11's6l
9.69
69
91 69_-,,,,,424
21.97
24 67
99
0
C)
0 ,o
0 0
0
0 0
0
0
4
Q
0 0
4,
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
La,"
11jo
A 2 -0
0.600 se 16.62
52
q.,69.
18.51
2 35
24 9
0
1 b
0
In" 0
0
g "'o
0
0
x
0
o
b
0 0 0
0
T___G_
13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 D 0 0 0 0
2A-2om
2 'Osw'-,1,
13A-2ocs Blk wall, s
0.350
0.'09,1
6 340
35Q
0.201
sw
nw!":
nw
9.69
6b
5.57
22.54
9
25 T
4.37
0
m 10
e " 1-110
0
0
A,i,28
0
Q
0
0
A
0
0
I
0
0
0
W 0
0
0
0
0
0
0
0
o
0
0
2A-2om 0.350 nw' 9.69 21.97 0 0 0 0 0 0 0 0
I JIDO:;
2A-2omd 0. 620
0,097-
6 k
nw
n
17.17
i b'80'
30.63
4,`-IX,15
i'bJ
0
b
0
0
0
P
0
0
A
0
7
b 6
b
0
d
1
C
17,"- _
1613-3&
dP - 13c 11'', 668
0.72
8
1.41
ib.8
19 9 14 137
J."d
137
NZ'
3
P 99A-1 Q§' P7 An n (y) n. n. n n n n n n
x
6 c) AED excursion 16 53
Envelope loss/gain 195 180 418 691
12 a) infiltration 135 44 158 51
b) Room ventilation 0 0 0 0
1 3 Internal gains: Occupantl @ 230 0 0 ol 0
Appliances/other 0 0
Subtotal (Iines 6 to 13) 331 224 576 742
Less external -load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 S ubtotal 331 224 576 742
15 Duct loads 26% 45% 88 101 26% 45%1 1521
Total room load T 418 325 7281 1076
Air rq.ired (cfm) 20 141 35 45
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
F4- -ft:- 2018-Sep-27 16:54:34
Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 5
GRSE\LotlD5KersingtonReserveSummerlandKGRSE.rup Calc MJ8 House faces: SE
wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEAT114G & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lotl OSKensingto n ReserveS
Date: 06.03.15
By: BENTLEY
1 Room name BED 3 BED 4
2
3
Exposed wall
Room height
10.5 ft
8.0 It heat/cool
27.5 ft
8.0 ft heat/cool
4 Room dimensions 13.0 x 10.6 ft 10.5 x 17.0 ft
5 Room area 137.6 ft2 178.5 ft2
Ty C onstruction
number
Ll-value
BtutVftl-'F)
Or HTM
Btu ft2)
Area (ft2)
or . perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
H eat Cool Gross N/P/S H eat Cool Gross N/P/S Heat Cool
6
I 1
L
t-G
t__G_
L_G'
J, ...
2A'6m'2
13A-2ocs Blk wall, s
2A-2om
1 2C'Os7 W
2A
13A-2DCs Blk wall, s
flio
12C 'Osw.'v- si, , ,
2A-2om-'
13A-2 Blk wall, s2A-2.ocs
2A-26mz
2 6 2'
13A-2ocs Blk wall, s
2A-2om
009
0.201
0.350
0.691.
7035d
0.850
0.201
0.600
1
350.,sw.:
0.2D1
0.350
3400'
10 .3
0.201
0.350
ne,
ne
ne
se'
se
se,,:,
se
se
sw
sw
nw
6vv'
nw
nw
9" 6R
5.57
9.69
2;'52
5.57
16.62
2,52
69
9.69
2-'52
9.4
9,
5.57
9.69
25;91
4.37
21.97
2.3
24.67
24'.99
4.37
18.51
2 3 -5
24.99
4.37
22.54
27,". 09
5:91
4.37
21.97
84
0
0
0
D
0
b
0
0
0
0
0
0
0
0
0
0
0
o
0
0
b
0
0
0,
0
0
45:
0
0
7 0
A oz %.-,
0
0-,
1"
A
0
0
0
0
0
0
6
Z 389
0
0
0
0
0
0
0
I , 'b
0
0
b
0
0
i-0
0
0
84
0
0
rb
0
0
0
O
0
0
0
g
0
0
0
0
0
b
o
0
0
0
0
0
0
174
0
45
0
0
77"D
0
0
0
0
0
O
6
0
162
o
0
b
0
0
7, 0
O'
Lo
0
0
2A-2omd,
1 b 70s-
j 1 Do-"
0.620
0`097
O '390
nw
n
17.17
69
j O.,.8d
30.63
1 7
12.03
0
0
0
0
o
Q
0
0
0
b
0
0
0
0
0 0
0
o
C 16B-38ad 0.026
0.068
0.72
M
1.41 137 137 98
0
193
0
179 179
1' 37
129
57
252
33
a
22A-CDI 0.989 27.40 0. DO 0 0
71 7-- 7
0
T
j-
0 0
6
0 0 0
7' --7
6 c) AED excursion 531 56
Envelope loss/gain 418 691 1048 1299
12 a) Infiltration
b) Room ventilation
158
0
51
0
4 1301 134
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
lines 6 to 13) 576 142 1461 1433
Less external load 0 0 0 0
Subtotal
14
15 15
Less transfer
Redistribution
S ubtotal
Duct loads 26% 45%
0
0
576
152
0
0
742
334 26% 45%
0
0
1461
3871
0
0
1433
646
Total room load
Air required (cfm)
728
35
1076
45,
1848
1 891 2078
87
Calculations aDDroved bv ACCA to meet all requirements of Manual J 8th Ed.
FW 2018-Sep-27 16:54:34
Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 6
GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Calc = MJ8 House faces: SE
IL
wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot 1 05Kensi ngto n ReserveS
Date: 06.03.15
By: BENTLEY
1 Room name MASTER WIC 2 BATH
2
3
Exposed wall
Room height
7.0 ft
8.0 ft heat/cool
0 ft
8.0 It heat/cool
4
5
Room dimensions
Room area
5.5 x 7.0 ft
38.5 ft2
5.5 x 10.5 ft
57.8 tt2
Ty, Construction
number
U-value
Btuh/ft2-OF)
Or HTM
BtUNft2)
Area (ft2)
or perimeter (ft)
Load
Bt h)
A rea (ft2)
or perimeter (ft)
Load
Btuh)
H eat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
I I
t--G
AV-,
t-D
t-11
12
2om
13A-2ocs Bilk wall, s
2A-2om
12C-0sw'-
2A.,2on:',.,'
13A-2ocs Blk wall, s
11jo
w
13A-2ocs Blk wall, s
2A-2om
2C 6i
P_A-2om'
bbb
0:350
0.201
0.350
0.350
0.350
0.201
0.600
091
035
0.201
0.350
0.09
0 340
ne.
ne
ne
se'
s e'
se
se
s' Wr."
sw
sw
knw
nw.
2;52
969
5.57
9.69
2..52
9;
5.57
16.62
2.'52::
5.57
9.69
9.42
2
25 91
4.37
21.97
2.38
24 67
2
4.37
18.51
2.35
24:99
4.37
22.54
27.'09
0
0
0
0
0
0
6
o
0
0
0
0
0
0
0
0
0
56
0
0
0
0
D
0
0
0
0
0
0
il
0,
0
0
b
0
0
b
0
0
T 2
0
0
0
0
0
b
0
0
0'
0
0
0
b
0
0
b
0
0
0
0
0
0
0
0,
0
0
b
0
0,
0
0
0
0
Q
0
0
7 7
0
0
0
0
a
0
0
2&
C
F,;
F
2om,
13A-2ocs Bilk wall, s
2A-2om
2A-2omd
S11 _-0 W,-
16B-38ad
P'13c_,' 20.,-
22A-cpl
0.350
0.201
0.350
0.620
09
0.390
0.026
1
0.989
nw
nw
nw
J9.6
5.57
9.69
17.17
10.Eb
0.72
27.40
4.37
21.97
30.63
1.75
112.03
1.41
0.00
0
0
0
0
39
O
0
0
0
0
0
39
b
0
0
0
0
0
28
0
7
0
b
0
0
54
7-1 b
0
0
0
0
b
0
0
0
0
0
0
0
0
58
0
0
0
0
0
Q
42
0' I
0
0
0
0
0
0
4_0
82
0,
7,
7
z
7- 7-
7
7
7 7
T
6 c) AED excursion 15 5
Envelope loss/gain 169 171 42 76
12 a) Infiltration
b) Room ventilation
105
0
34
0 010
0
0
13 Internal gains: Occupants @ 230
Appiiances/other
0 0
0
0 0
0
Subtotal (lines 6.to 13) 274 2b5 42 76
Less external load 0 0 0 0
14
15
Less transfer
Redistribution
Subtotal
Duct loads 26% 45%
0
2740173
0
2050193 26% 45%
0
0
42
11
0
0
76
34
FTotal room loadIAirrequired (cfm)
347171 298121 53
3
110
5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Sep-27 16:54:34
Q= Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 7
4etA ... GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Calc = VJ8 House faces: SE
wrightsoft. Right-M) Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lotl 05Kensington ReserveS
Date: 06.03.15
By: BENTLEY
1 Room name LAUNDRY LO FT
2 Exposed wall D ft 48.0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 7.5 x 9.5 ft 1.0 x 379.8 ft
5 Room area 71.3 ft2 379.8 ft2
Ty Construction
number
U-value
BtuIVft2-0F)
Or HTIVI
Btuh/ft2)
A rea. (ft2) -
or perimeter (ft)
Load
Btuh)
A rea (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool G ros s N/P/S H eat Cool Gross N/P/S Heat Cool
6
11
L___G ::2A,26m'
t-G
C12 -Osw
13A-2ocs 131k wall, s
2A-2onn
12C -Osw,
P-A -2orr,
2 2A-2onh
13A-2ocs Blk wall, s
0 09f
1 1 0.35b
0.201
0.350
001
b 350
0.201
ne
ne _--
ne
ne
se"
se"
se
2b2
A.69(
5.57
9.69
2.'E
9.6"
5.57
2 3b
L , 5 -1 f
4.37
21.97
2.K'
24,67
24.99
4.37
u
0
0
b
0
i , , _`o Q
0
u
0
0
b
0
0
0
u
0
0
b
0
0
u
0
0
0
716
b
0
u
b
0
0
7-
12
15
0
0
0
5
A'
0
b
0
0
15
11 6
145'
0
U,
0
Q
0
04
296
1375,
0t-D 0.600 se 16.62 18.51 0 0 0 D 0 0 b 0
W. o 09
6 356
w, 2_52
9_69
2'3 0 0
6
b
0
b
0
7 ";
2
0GA-2om..,."-
13A-2ocs Pik wall, s 0.201
sw?
sw 5.57
L. 24.99
4.37 0 0 0 0 0 0
0.
0 0
2A-2orn 0.350 sw 9.69 22.54 0 0 0 0- 0 0
W'
kL-G
12G'Osw,'
2A-2on:.
09 1'
i,4b
nw.,
hw
2
9 42
a2i
27,09
b
0
6 o
0
0
0 0 0
0
Q
L--iG 2A 2 9.,69 25.91, 0 0
QA -2ocs Ik wall, s
2A-2om
0.201
0.350
nw
nw
5.57
9.69
4.37
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd 0.620 nw, 17.17 30.63 0 0 0 0 0 0 0
1 2b70s`w"1 2: D 1 '75 d
0
6 b 7 o 0 0 b
11D
0:097
n- 10,80 1203 0 0 0 0 0
C 16B - 3' 100 26 O'72, 71 51 80 3. 53?
op - 0, 55
380
A51
2A_cp1 2 0, 0 0
Envelope loss/gain 51 54 17261 2328
12 a) Infiltration 0 0 722 234
b) Room ventilation 0 0 0 0
13, Internal gains: Occupants @ 2.30 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 51 654 2448 2561
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
1 4 S ubtotal 51 654 2448 2561
15 Duct loads 26% 45% 141 2951 26% 45% 648 1155
Total room load 65 949 3096 3716
Air required (cfm) 1 3 401 1501 156_
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:34
Page 8
GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Cale = VIJ8 House faces: SE
Duct System SummaryWrightsofte
Entire House
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
4 ncrnormation41".9. FIFT.- r le
For: RYAN HOMES,
3870 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Job: Lotl OSKensing ton Reser..
Date: 06.03.15
By: BENTLEY
Heating Cooling
External static pressure 0.40 in H20 0.40 in. H20
Pressure losses 0.06 in H20 0.06 in H20
Available static pressure 0.34 in H20 0.34 in H20
Supply / return available pressure 0.170 0.170 in H20 0.170 0.170 in H20
Lowest friction rate 0.270 in/ I 00ft 0.270 in/ 1 00ft
Actual air flow 1283 cfm 1283 cfm
Total effective length (TEL) 126 ft
i43 5''! EN 21111=527
Name
Design
Btuh)
Htg
cf m)
Clg
cfm)
Design
F R
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
BATH c 110 3 5 0.461 4.0 Ox 0 VlFx 3.8 70.0
BED 2 c 1076 35 45 0.328 6.0 Ox 0 VlFx 18.8 85.0 st2
BED 3 C, 1076 35 45 0.414 6.0 Ox 0 VlFx 12.1 70.0
BED 4 h 1848 89 87 0.374 6.0 Ox 0 VlFx 21.0 70.0
GREAT RM h 3818 185 154 0.280 8.0 Ox 0 VlFx 29.4 92.0 stl
GREAT RM-A h 3818 1 R5 154 0.291 8.0 Ox 0 VlFx 24.7 92.0 stl
LAUNDRY c 949 3 40 0.447 4.0 Ox 0 VlFx 6.0 70.0
LOFT c 3716 150 156 0.411 7.0 Ox 0 VlFx 12.8 70.0
MASTER BATH c 780 29 33 0.312 5.0 Ox 0 VlFx 23.9 85.0 st2
MASTER SUITE c 3856 88 161 0.319 8.0 Ox 0 VlFx 21.6 85.0 st2
MASTER W.C. h 418 20 14 0.296 4.0 Ox 0 VlFx 29.7 85.0 st2
MASTER WIC h 248 12 9 0.309 4.0 Ox 0 VlFx 25.0 85.0 st2
MASTER WIC 2 h 347 17 12 0.306 4.0 Ox 0 VlFx 26.1 85.0 st2
NOOK/KITCHEN c 6375 259 267 0.270 9.0 Ox 0 VlFx 33.8 92.0 stl
POWDER h 1538 74 33 0.283 5.0 Ox 0 VlFx 28.0 92.0 stl
STUDY h 2066
1
100
1
69
1
0.274
1
6.0
1
Ox 0 VlFx
1
32.0 92.0 stl
4717W, VP kT UnkS' P.Ply,, r D6tai1TT6b1e0A
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cf m) cfm) FIR f pm) in) in) Material Trunk
SO Peak AVF 802 677 0.270 575 16.0 0 x 0 VinlFlx
st2 Peak AVF 201 274 0.296 503 10.0 0 x" 0 VinlFlx
Az. *
wrightsoft, 2018-Sep-27 16:54:35
Rilght-Suite@ Universal 2018 18.0.27 RSU23828 Page 1
k6A ... GRSE\LotlO5KensingtonReserveSummerlandKGRSE.rup Calc = MJ8 House faces: SE
n!,,Brandh' e
Name
Grille
Size (in)
Htg
cfm)
CIg
cf m)
TEL
ft)
Design
F R
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mat[ Trunk
rbl Ox 0 1283 1283 0 0 0 0 Ox 0 VlFx
wrightsoft,
Right-SuiteO Universal 2018 18.0.27 RSU23828
2018-Sep-27 16:54:35
AA Page 2
ACCK ...GRSE\Lotl05KensingtonReserveSummerlandKGRSE.rup Calc = MJ8 House faces: SE
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl05KensingtonReserveSummerlandKGRSE Builder Name: RYAN HOMES
Street: 3870 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
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
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and 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
cavities shall be filled by insulation that on
Narrow cavities
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be airtight 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
P.Ytp.nd ht-.hind piping and winno.
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
hptween fire sprinkler cover oiates and walls or ceilinas, . - - - -
a. In addition, inspection Or 10g waiis snan oe in accoroance WRI] Me PIUVIblullb U1 1,-%,-,+UU.
9/27/2018 5:08 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Lq
3' bath duct
P to roof cap
ru %nc, n x 00 w/fan
C3 Nutone/696RNB
3 3 Z
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r.L Co <
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ym
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4' dryer duct w/f an
P to roof cap
dryer ent ox Nu gne 696RNB
I Lu. I I I I I
n
P X
cf-
07 ME xCo
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BUILDER: RYAN HOMES REVISIONS Pel Air
DATE BYPLANSUMMERLAND Hea nq, Air Condboninq & Fefriqeration,kc,
LOT LOT 105 09.27,18 SRP 51 Coji5co waq
SUBDIVISION KENSINGTON RESERVE Fl,:2771
Phone: 40-8 51-266 DATE: 06,03.15
DRAWN BY: BENTLEY FaK:
DESCRIPTION AS FURNISHED: Lot 105, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan HomesINVR Inc.
SILVER LAKE INDUSTRIAL PARK REPLAT
Vly (I'SA N FO R D
P.B. 46, PCs. 54-62) RECORD COPY
B.B.)S 89"4553" W
50.18' NOV 19 ;201-16
PLANNING 0 P) uvir, nP il 17 AjTL! U F
58.38' 56.94' Ok to construct single family home
with setbacks and impervious area
shown on plan. 5unme.144J_1,
1511 334
9.99,
A\C LAO
0 9.9g,
9.99'
30.0'
LOT 105 LOT 104
Z
Z'3 Pf So DEL54rx 0)
2 CAR GARAGE RIGHT
z10
crLjU) z0 ENTRY
8.7'
9.99'
9.99'
6
20' 9.99,
4s),
24.60'
DRIVE
5' CONC, WALK
D=47'12'54"
R=55.00'
IQ. L=45.32'
6, C= 44.05'
51 '; CB=S 01'5858" W
LOT 106
CRAWLEY DOWN LOOP
PRIVATE R/W VARIES)
0=20'06'39"
R=25.00'
L=8.77'
C=8.73'
I CURB CB=N 11'34'09" W
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN- ONLY NOT A SURVEY BUILDING SETBACKS7 AS FURNISHEP
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT 25'
REAR 20'
j — PROPOSED DRAINAGE FLOW C" IMPERVIOUS COVERAGE = 3,2,35± SQUARE FEET OR 33.17. SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 9,765.+ SQUARE FEET
LIVING AREA CONTAINS 1,089± SQUARE FEET
SIDE = 7.5' FOR 60' L(US
PROPOSED FINISH FLOOR PER PLANS = 33.0' SIDE = 10' FOR 75' LOTS
9 CONCILANA11PORCH CONTAINS 1,687± SQUARE FEET SIDE STREET = 25'
CRUSE-IVYWEEER-SCOTT ASSOC' INC. - LAND SURVE.YORS
LEGEND LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-27.7-3232 FAX (407)-658-14,36
PF PLATFIELD P`CU_ TYP. POINT ON LINE
TYPICAL NOTES.,
P IRON PIPE PR.C. POINT 13F REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
RC.k IRON R12D
CO MCRETE MONUMENT P.C.C, RAD. POINT OF COMPOUND CURVATURE
RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SE077ON 472.027, FLORIDA STATUES
SET I.R. 1/2, R. I /NLB 4596 MR. NON-RALDIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY 1W OR COPIES ARE NOT VAUD_
REC. RECOVERED V.P. WITNESS POINT J. THIS SURVEY WAS,PREPAREO FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.O.D. PC) 12F BEGINNING CALC CALCULA EDT OR EASE14ENTS niAT A-fTrql - THIS PROPERTY.
P.O.C. POINTUT Or COMMENCEMENT PJR A PERMANENT REFERENCE MONUMENT 4. NO UNOJERGROUNO'BAPROVEVENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
ItN&D CENTERLIME
NA DISK FF. B.SJ_ FINISHED FLOOR ELEVA I ION
BUILDING SETD, 'CK L ENE
3. TWIS SURVEY IS PREPARED FOR TH . F,SOLE BENEM OF THOSE CERTInED TO AND SHOULD NOT BE RELIED UPON Ire ANY OTHER ENTITY.
RIV R H -OF-WAY B.M. BENCHMARK 6. DIMENSIONS SHOWN FOR,THE LOCAnON OF IMPROVEMEtM HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
ESMT, EASEMENT D.B. BASE BEARING 7. OWINGS, ARE_PASE0-;kFSUX:D. DATUM ANO.ON THE LJNE SHOWN AS BASE BEARING (B.B.)
DRAIN, DRAINAGE 8. ELEVATIONS.'li SHOWN, 'A r hASLO ON NATIONAL GEoomc vERTD:AL oAn)m OF 1929, UNLESS OTHERWISE NOTED
UTIL.. UTILITY 9. CERnFICAlla'OF AvrHoRu7moWN. 4,596.
CLFC. CHAIN LINK FENCE
WD-FC.
C/o
WOOD FENCE
CO RETE BLOCK
POINT OF CURVATURE
Sr -ALE 30' -1 .1
P.C. P.T. PO NT OF TANGENCY b I OROERCERTIFIEDBY., DATE N
DESC. R DESCR IP TION
ADIUS
C
PLOT PLAN 10-03-2018 6554-18
LD ARC LENGTH
DEL 7 A
C C40RD CHORD BEARING
NORTH
I
THIS BUILDINDIPROPERTY DOES NOT UE WITHIN tA
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" T),V GRUSEN R, R.L.S. j 4714
ZONE "X" MAP I 12117CO09OF (09-28-07)
JADW F R.L.S # 4801
o L/-, d L-7M &-5
fc,
I VT-fv
A7,
lk V Tl%--
4 pRECORDCOPYt- /1 -21, V'o
3/1
3 11
SANFORD
RT
RECORD COPY
City of Sanford":
Building and Fire Prevention
Product Approval Specification Form
40ILD/71,06%\ vo
S'-- A rNQFbO R D4303
0Permit # 10
Project Location Address CV -
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can,be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Categoryl Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461 -R3
Sliding Ply Gem 4780 SGID 14634-R3
Sectional Wayne Dalton 9100 - #06ob #0607 9147.11 / 8174.2 - R1 2
Roll Up
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 20114 I
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls'
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt'Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R1 2
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
Panels
Roof Vents Millenium Metals Inc. MM I - 213 Off Ridge Vent 19567 - R1
Other
June 2014
p
Categoryl Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - RI
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014 3
M-4
ty-
0
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
I N E I NUEN6Zm %a Q5
BU'ILDER: RYAN HOMES
PROJECT KENSINGTON RESERVE
COUNTY:
LOT/BLK/MODEL:
SEMINOLE
LOT.105 / MODELSUMMERLAND / ELEV:K/ GAR R
JOB#: 73741
0
MASTER#: WRCSURxL
OPTIONS: LANAI
A=1 RUBF
A FLORIDA CORPORATION
Lumber design val.ues are in accordance with ANSI/TPl 1-20,07 section 6.3,
These truss designs rely on lumber values established by others:
RE: Job WRCSUKL JOB #73741
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: SUMMERLAND "K"
Address: LOT #105 Subdivision:
City: ' County: VAIRES State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License
Address:
City:
General Truss Engineering Criteria Design Loads (individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load,: 55.0 psf
This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G1 5-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Sea[# Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date,
I A0038670 A01 6/8/18 13 A0038682' CJ3 6/8/18 25 A0038694 FL06GE 6/8/18
2 A0038671 A02 6/8/18 14 A0038683 CJ4P 6/8/18 26 A0038695 FL07 6/8/18
3 IA0038672 A03 6/8/18 15 A0038684 CJ5 6/8/18 27 A0038696 FLO8 6/8/18
4 A6038673 A04 6/8/18 16 A0038685 D01 6/8/18 28 A0038697 FL09G 6/81/18'
5 A0038674 A05 6/8/18 17 A0038686 FG1 6/8/18 29 A0038698 FL10 6/8/18
6 A0038675, A06 6/8/18 18 A0038687 FG2 6/8/18 30 A0038699 FL1 1 GE 6/8/18
7 A0038676 A07- 6/8/18 19 A0038688 FG3 6/8/18 31 IA0038700 HJ613 6/8/18
8 A0038677 B01 6/8/18 20 A0038689 FLO1 6/8/18 32 A0038701 HP 6/8/1.8
9 A0038678 B02 6/8/18 21 A0038690 FL02 6/8/18 33 A0038702 J6 6/8/18
10 A0038679 B04 6/8/18 22 A0038691 FL03 6/8/18 34 A0038703 ME 6/8/18
11 A0038680 CA 618/18 23 A0038692 FL04 6/8/18 35 A0038704 J6P 6/8/18
112 A0038681 CJ2P 6/8/18 24 A0038693 FL05G 6/8/18 1 36 IA0038705 I J7 6/8/18
Irien,ussarawing(s)reTerencea nave Deen preparea oymi ieK inausuies, inc. unaer myoreGisupervisi(xi uaseu (xi we paiarnmer i poviLiuu uytA- i r%uui
Truss Design Engineer's Name: Anthony Tombo III
My license renew3l date for the state of Florida is February 28,2019-
NOTE:Thesealon thesedrawings indicate acceptance of professional engineering
responsibility solelyforthe truss components shown.
The suitability and useof components forany particular building isthe responsibility of thebuilding
designer, perANSVrPl,-1 Sec. 2.
TheTruss Design Drawing (s)(TDD[s]) referenced havebeen prepared based on theconstruction
documents (also referredto at times as'Structural Engineering Documents') provided bytheBuilding
Designerinclicating the nature and characterof the work.
The design criteria therein have been transferred to AnthonyTombo III PE by [All Roof Trusses orspecific
location]. These TDDs (also referred to at times as'Structural Delegated
Engineering Documents') are specialty structural component designs and may be part of the projecVs
deferred orphased submittals. As a Truss Design Engineer(i.e., Specialty Anthony T.
Engineer), the seal hereand on theTDD representsan acceptanceof professional engineering
responsibility forthe design of the single Truss depicted ontheTDD only. The Building Designeris
responsible for and shall coordinate and review the TDDs for
compatibility with theirwritten engineering requirements. Pleasereview aIITDDsand all related notes.
J b t3 k )A Z Z 1 UV U'Ll UU UV 4k., 1 Z 5 1 U r
Page 1 of 2
A0AMI MUF
THUM5E§
A FLORIDA CORPORATION
RE: Job WRCSUKL
No. Seal # Truss Name Date
37 A0038706 L01G 6/8/18
38 A0038707 L02 6/8/18
139 A0038708 L03 6/8/18
40 A0038709 M6 6/8/18
41 A0038710 M6E 618/18
42 A0038711 MG7 6/8/18
43 A0038712 VM3 6/8/18
44 A0038713 VM5 6/8/18
STDLO1 STD. DETAIL 6/8/18
46 STDI-02 STD. DETAIL 6/8/18
47 STDI-03 STD. DETAIL 6/8/18
48 STDL04 STD. DETAIL 6/8/18
49 STDL05 STD. DETAIL 6/8/18
50 STDI-06 STD. DETAIL 6/8/18
51 STDI-07 STD. DETAIL 6/8/18
52 STDI-08 STD. DETAIL 6/8/18
53 STDI-09 STD. DETAIL 6/8/18
154 STDL10 STD. DETAIL 6/8/18
55_ STDL11 STD. DETAIL 6/8/18
56 STDL12 STD. DETAIL 6/8/18
57 STDL13 STD. DETAIL 6/8/18
58 STDL14 STD. DETAIL 6/8/18
59 STDL15 STD. DETAIL 6/8/18
60 STDL16 STD. DETAIL 16/8/18
Lumber design values are in accordance with ANSI/TPl 1-2007 section 6.3
These truss designs rely on lumber values established by others.
Page 2 of 2
Job . Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038670
WRCSUKL. A01 Hip Girder 1 1
Job Reference (optional)
I
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 9.330 s 8.21 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. - Fri Jun 8 15:36:16 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-t9lHdEHLk4ZVBHk6E3ROJaSZZQsHnefGrLtCV z8JZD
7-0-0 121-1 17-7-7 00 30-0-0 1_0_Q
7-0-0 5-2-13
i11V0015 7-0-0
c
Dead Load Defl. = 3/8 in
7x10 VT201-!S
25 26 27 28 11 29 'u 30 31
WO 2x4 I WO — 7x10 MT20HS— 2x4 11 WO
3x8
12-4-9 17 7-7 23-0-0 30-0-0
o_b 5-4-9 1 3
1
5-4-9 7-0-0
I
Plate Offsets_CXY -- L_J2:0 5-0,0-1-111, [3:0-3-0,0-3-121, [6:0-3-0,0-3-12 , [7:0-5-0,0-1 -11 , Ll 0 -. 0-3-8,0-1 -8]
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1-25 TC 0.94 Vert(LL) 0.3510-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.7010-12 516 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.14 7 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.41 10-12 873 240 Weight: 172 lb FT = 10%
LLIMBER-
TOPCHORD 2x4 SP M 30 *Except*
T2: 2x6 SP No.2
BOTCHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 6-7-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 2521/0-3-8 (min. 0-2-1)
7 2520/0-3-8 (min. 0-2-1)
Max Horz
2 -59(LC 9)
Max Uplift
2 -851 (LC 4)
7 -851(LC 5)
Max Grav
2 2521(LC 1)
7 2520(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-5911/2012, 3-18=-7295/2562,
18-19=-7297/2562, 4-19=-7301/2563,
4-20=-7296/2560, 20-21 =-7296/2560,
21-22=-7296/2560, 5-22=-729612560,
5-23=-7331/2577, 23-24=-732612576,
6-24=-7325/2575, 6-7=-5907/2011
BOTCHORD
2-13=-1768/5395, 13-25=-177015431,
25-26=-1770/5431, 12-26=-1770/5431,
12-27=-2462/7326, 27-28=-2462/7326,
11-28=-2462/7326, 11-29=-2462/7326,
10-29=-2462/7326, 10-30=-1776/5427,
30-31 =-1 776/5427, 9-31 =-1 776/5427,
7-9=-1775/5391
WEBS
3-13=-56/761, 3-12=-767/2214,
y
WEBS
3-13=-56[761, 3-12=-767/2214,
4-12=-757/494, 5-10=-775/497,
6-1 0=-785/2252, 6-9=-501752
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
C at 11; Exp C; Encl., GCpi=0-18; MWFRS (envelope)
cantilever left and right exposed end vertical left
exposed; Lumber DOL=1.60 plate grip DO,L=.1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated-
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 851 lb uplift at
joint 2 and 851 lb uplift at joint 7.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 248
lb down and 270 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up'at 11 -0-12
1 123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-0, 123 lb down and 139 lb up at
16-11-4, 123 lb down and 139 lb up at 18-11-4, and
123 lb down and 139 lb up at 20-11-4, and 248 lb,
down and 270 lb up at 23-0-0 on top c1hord, and 383
lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12,
88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb
down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at
18-11-4, and 88 lb down at 20-11-4, and 383 lb down
and 91 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others-
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber- lncrease=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=760, 3-6=-60, 6-8=-60, 2-7=-20,
Concentrated Loads (lb)
Vert: 3=-201 , (F) Ei=-2011 (F), 13=-383(F) 9=-383(F)
18=-1 23(F) 19=-1 23(F) 20=-1 23(F) 21 =-1 23(F),
22=-1 23(F) 23=-1 23(F) 24=-1 23(F) 25=-71 (F) -
26=-71 (F), 27=-71 (F) 28=-71 (F) 29=-71 (F) 30=-71 (F)
31 =-71 (F)
vi N Aek.fi. Tm, :' ft. Od.., siw u,tw qd . o D .`Vq; 51L[Er 61R'14 ragi 0,07im 0950 mtr; k'xlcr_t WEAT, 1".. N'dy I'lip 'd 'g 0, MN's 'Ip )-"M 4 Hi D
E,df" F-."' I'm ikoO . W f" D, IID 1, 0 04. i o w W FoMp"FI, if 14, Folm'.d o enq h,& . IM -p N!, unid u ' TOD .11, Wtr IN. 11 Anthony T. Tombo Ill, P.E.
a w, Im, "r '! 16N, ' 1' 0 t t 9 u. * N.", '-m p '. 1. 1.11i" D"ipf, "", '.t19 FT h. IF,,, .4 Ott " i , i q !H TM . Th qprini d tk, :DD vi . h61 " 0 na T!'-, d'64 Alr+ ..", Wldw W kc AoD t ?L e'; oW:: FTfo, . Z 80083
k klin 511tpe IN Chd, A,:, X 1 N IDD W .1 rkh.!' If th 9WkI (.r.4 see "IRC, "U"W T1 o1i AIA -dl. F-1 70— IF: I 4'.; 0 fi's hoper, b" O's p, Eq.. M N s '1i 451 St. Lucie Blvd.
t-m Mim b Mow q"i a 'dq b, dI Pwro, Ti'd Th Nis E"-ot Eq M N Vim; ' nq Fort P7erce, FL 34946
WhoylJoribFULP.I. IT of Ai, ficomerl, in any lorna, is ptonbiIiid ithoul tht Jneo ptfinission hom A-1 Roof Trusses AothonvT. Tomb III, F.A.
Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND---
WRCSUKL A02 Hip 1FAJob A0038671
Reference (onlion-
y . 1111L 0.4 W b lWdy let zu to ivii i eK inaustries, inc. Fri Jun 8 15:36:17 2018 Page I
ID:?sOQvIlzBGko2hFpRYibzzzOpep-LMsfraHzUOhMpQJlomyFsn_kuqAOWFDQ4?cmlQ7,8JZC9-0-0 15-0-0 21-0-0 30-0-011---0040 9-0-0 i 1 -O-Q
6-0-0 6-0-0 9-0-0 1-0-d
4x4 =
4x8 =
1.5x4 11 4x8
3 4
1.5x4 11
15-0-0
3x6
3x8 =
P111111141
Dead Load Deft. = 1/4 in
4x4 =
LOADING (psf) SPACING- 2-0-0 CS11. DEFL. in loc) I/defl I L/d PLATES GRIPTCLL20.0
TCDL
Plate Grip DOL 1,25 TC 0.90 Vert(LL) 0.19 8-17 999 360 MT20 244/190
1, Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-17 812 240BCLL00RepStressIncrYESWB0.20 Horz(CT) 0.08 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.29 8-17 999 240 Weight: 130 lb FT = 10%
LUMBER- .
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No-3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-7-11 oc bracing.
MiTek recommends that Stabilizers and required]
cross bracing be installed during truss erection, in
t , !
traccordancewithStabilizerInstallationguide.
REACTIONS. (lb/size)
2 1260/0-3-8 (min. 0-1-8)
6 1260/0-3-8 (min. 0-1-8)
Max Horz
2 -74(LC 13)
Max Uplift
2 -357(LC 8)
6 -357(LC 9)
Max Grav
2 1260(LC 1)
6 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2355/1547, 34=-2394/1722,
4-5=-2394/1722, 5-6=-2355/1547
BOTCHbRD
2-11=-1221/2086, 10-11=-1221/2095,
9-10=-1227/2095, 8-9=-1227/2095,
6-8=-1226/2086
WEBS
3-11 =-1 1/364, 3-1 0=-218/518,
4-1 0=-373/342, 5-1 0=-218/518,
5-8=-11/364
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5-Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss as been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed, for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 357 lb uplift at
joint 2 and 357 lb uplift at joint 6.
LOAD CASE(S)
Standard
kilik cnucv pios sV: A 11d j!, I? ail,ii y Ten 0 trie irdm—d 1- 1111 1!41111illay * [it, ir, V,Tf,,, v si- . 41 TO .1,, Wit; TN N 0, —an— 1.1a; Osiris 1-601h An"hony T. TMbo
th, TDD mi In piroo's .1 3WA- 't its kidoil
Mart h TIT 1, 4451 St. Lucie Nod. o' " it's, si"!. Eqnw e.y 6.0,1 Alloal ow--
111, P.E. Reproduction of thin Jumment, in any form, is prohibited without the written permission from A-1 Ron[Trusses Ambany 1, Tom a Fort P.erce, FL 34946
11tp.L
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038672
WIRCSUKL A03, Hip 2 1
Job Reference (optional)
4A1 Roof Trusses, Fort Pierce, FL 34946, design@?il truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:17 2018 Page 1
ID:?sOQvlizBGko2hFpRYibzzzOpep-LMsfraHzUOhMpQJlomyFsn_mvqASWFpQ4?cmlQz8JZC
6-10-1 19-0-0 3- 1-1 5 30-0-0 -1-04ii _
1 4— 11---0040 6-10-1 14 -1 _—O 95 8-0-0 4 -1-5 6-10-1 T-0-0
4x6 —
4
4x8 —
r
Dead Load Defl- = 3/8 in
4x4
3x8
3x6 3x4 — 4x4 —
LOADING (pso SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10-0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017[TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOTCHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-5 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 5-10-11 oc bracing.
WEBS
1 Row at midpt 5-11
MiTek re ornmends that Stabilizers and required
cross bracing be installed during.truss erection, 'in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1260/0-3-8 (min. 0-1-8)
7 1260/0-3-8 (min. 0-1-8)
Max Horz
2 89(LC 12)
Max Uplift
2 -340(LC 12)
7 -340(LC 13)
Max Grav
2 1260(LC 1)
7 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2434/1731, 3-4=-2069/1,465,
4-5=-1871/1415, 5-6=-2069/1465,
6-7=-2434/1731
BOTCHORD
2-11=-1437/2210, 10-11=-1035/1870,
9-1 0=-1 035/1870, 7-9=-1 445/2210
WEBS
3-11 =-418/492, 4-11 =-I 85/495,
5-9=-186/495, 6-9=-419/492
NOTES-
1) Unbalanced roof live loads have been considered for
this design.,
CS1. DEFL. in loc) I/defl L/d PLATIES GRIP
TC 0.77 Vert(LL) 0.31 9-17 999 360 MT20 244/190
BC 0.67 Vert(CT) 0.69 9-17 525 240
WB 0.22 Horz(CT) 0.08 7 n1a n/a
Matrix -MS Wind(LL) 0.22 9-17 999 240 Weight: 136 lb FT 10%
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf- BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl-, GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed-IC-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) - This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 340 lb uplift at
joint 2 and 340 lb uplift at joint 7.
LOAD CASE(S)
Standard
Umlig Fins,ti—INY 'A I IN, 11K`sit fltfr 0,141 TERMS&(^ XlCks USTA, VE " ZU11WHNJ1W lis"'. Uriffdi,lp P.—In, gi,!,! mn ,hi Ns! ),:v )—q t4 leky I T,,sb, F E, Rdttstss,sk.l h q - W-94"m steq 001)[),
hs,T ou, t,V- S.- Mly1 40—:, mx ,l n ny ITO -if 9, v -0- d In MsInsind qiariq lq.Ailit z W 4— d fl,. T ss eplai v tk TOO .1pk TlPi 1. lk in p 6.0'- 'a" 61.s, "Wity Ar6ony T. Tombo , 1
I, qpnl UN TOD W h6i ,, 0, —p, mWOW i —? 4sVn ma rlq,.4lb 9 t 86083
AT: —s W mil,f. TOO ,ill, 111dil—IrAlln, [a! N11.1 Wsly il, T1 vllsi(A p.lsi V4 TrI lk,.t f'sp",if::t,.6,?;le-t l*-,ID,,ip I'l 5,5r,,..dT,,!9.4"!!,,.,si A451 St. Lucie Blvd.
T,T,i''i'.-zq,.,,,;ilCf.,S,A.3,s:q,,.T!,!,.!."Ii.E"e.y,il,I Foit Pierce, FIL 34946
7016 A I lid husits-AnIbsiny I.Tombo Ill, `1 RrptodudiaO d ibis ilm—1, ii ..y form, is pohibiled willisiol itt wiften pfnilission hom A-1 hot hmss Afith.fly T.Tombis IS, P.I.
Job Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038673
WRCSUKL A04 Hip 2 1
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:18 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-pYQ22wlbFhpDRauUMTTUP?XxhEUlFYvZlfMJZt*8JZB
6-3-5 4—
13-0-0 17-0-0 23-8-11 30-0-0 41 -0-QM-00 6-3-5 6-8-11 4-0-0 6-8-11 6-3-5 4 -o-d
4x6 —
U6
4 S,
Dead Load Defl. = 3/16 in
C
13 12 1.
10 9
3x4
1.5x4 11 3x4 U6 = 1.5x4 11 3x4 —
3x4
13-0-0 7tO 0 23-8-11 30-0-066- 3-5 6-8-11 6-8-11 6-3-5
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0-82 Vert(CT) 0.47 9-10 >759 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 7 n/a' n/a
BCDL 10.0 Code FBC2017/-TP12014 Matrix -MS Wind(LL) 0.2412-13 999 240 Weight: 139 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
IBRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-2-12 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 4-7-9 oc bracing.
IiTek
re ornmends that Stabilizers and required
ross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
C-mr,
REACTIONS. (lb/size)
2 1260/0-3-8 (min. 0-1-8)
7 1260/0-3-8 (min- 0-1-8)
Max Horz
2 104(LC 13)
Max Uplift
2 359(LC 12)
7 359(LC 13)
Max Grav
2 1260(LC 1)
7 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2585/1803, 3-4=-1854/1350,
4-5=-1641/1336, 5-6=-1854/1350,
6-7=-2585/1803
BOTCHORD
2-13=-1521/2351, 12-13=-1521/2351,
11-12=-892/1641, 10-11=-892/1641,
9-10=-1531/2351, 7-9=-1531/2351
WEBS
3-13=0/281, 3-12=-846/691,
4-12=-196/414, 5-10=-196/414,
6-10=-846/691, 6-9=0/281
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown-, Lumber
DOL=1 -60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding-
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 359 lb uplift at
joint 2 and 359 lb uplift at joint 7.
LOAD CASE(S)
Standard
AsO D'up f.p.. kwwlty V .0 TDO r!"S. 1W o; cuft- "adiloy Anthony T. T,mb_o i - R.E,
mi 0 ?m fr'si '-v a Ulm i, t4e 'J t" N.", tk C.."s o frm qet ' th 1,41dif h"Jmf N W'o 0 fie 01, 1 K od be 10 Wi'q' r.A ool V.-L 4, pf 0 In 'M vd fidl 0 o! -'g" W.6. 'A ;v",, wtadmo W k.. -Ax. ", 1, f,v-!i.t! 0
tk I n h,ry . &.0,0'r Ili ."s tk 13D d he p,.b,,s .1 p4ehm, .1 W WMI L.T'. W' (I phl"Ln 1 M 'd SKA oz ; 0,m! 1. J- 0 "14— TP I ft mw'ro: h" 9 t, 1; 1!,,,s 3,slF, np- M 4- P.A' 4451 St. Lucie Blvd.
A P., a Wq k on PW.:-"!1'J. 5, T"Sl Us:. Ev- :5 ICT k Wk; All n ff 1,
Fort P:erce, FL 349146
fqyrighl 012N6A lbollrussts F.eprodudion of th,s immerr, in fly Imm, is probibiled itheut the winn pe'.4,iog flom ki hof Imses Anthm 1. Tomb 111, H. Zt
Job Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL A05 Common 5 1
A0038674
Job Reference (optional)
jkAl Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:19 2018 Page 1
ID:?sOQvl[zBGko2hFpRYibzzzOpep-HkzQFGJDO?y42kTgvBjxC"IetG_3ljXJ5t5Jz8JZA
7-9-14 15-0-0 22-2 30-0-0 -0007-9-14 7-2-2 ?7__2 7-9-14 01
4x6
5. 00 F1 _2
De
I
ad Load Defl. = 5/16 in
4
U4
3x4 4x6 3x4 3x4
10-2-10
PI ate Offsets (X;Y)-- [2:0-1-2,0-0-01,[3:0-3-0,Eqg g],
LOADING (pso SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017rTP12014
CS1. DEFL. in loc) I/defl L/d
TC 0.91 Vert(LL) 0.27 8-10 999 360
BC 0.62 Vert(CT) 0.50 8-16 720 2410
WB 0.63 Horz(CT) 0.07 6 n/a n/a
Matrix -MS Wind(LL) 0.24 8-16 999 r 240
LUMBER -
TOP CHORD 2x4 SP No.2
2) Wind: ASCE 7-10; Vult=1 50mph (3-second gust) BOT CHORD 2x4 SP M 30
Vasc1=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
WEBS 2x4 SP No.3
BRACING- Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
TOPCHORD
and C-C Exterior(2) zone; cantilever left and right
Structural wood sheathing directly applied or 2-2-0 oc
exposed ; end vertical left exposed;C-C for members
pudins.
and forces & MWFRS for reactions shown; Lumber
BOTCHORD DOL=11.60 plate grip DOL=1.60
Rigid ceiling directly applied or 5-9-12 oc bracing. 3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection, in 4) * This truss has been designed for a live load of
id4accordancewithStabilizerlnstallatic,n ui e- u' 20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
REACTIONS. (Ib/size) bottom chord and any other members, with BCDL
2 1260/0-3-8 (min. 0-1-8) 10_0p§f.
6 1260/0-3-8. (min. 0-1-8) 5) Provide'mechanical connection (by others) of truss
Max Horz to bearing plate capable of withstanding 375 lb 6plift at
2 118(LC 16) joint 2 and 375 lb uplift at joint 6.
Max Uplift
2 -375(LC 12)
6 -375(LC 13) LOAD CASE(S)
Max Grav Standard
2 1260(LC 1)
6 1260(LC 1)
FORCES ' (lb)
Max Coni Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2423/1757, 3-4=-2155/1631,
4-5=-2155/1631, 5-6=-2423/1757
BOTCHORD
2-10=-1454/2193, 10-17=-778/1441,
9-17=-778/1441, 9-18=-77811441,
8-18=-778/1441, 6-8=-1460/2193
WEBS
4-8=-515/775, 5-8=-495/613,
4-10=-515/775, 3-10=-495/613
NOTES-
1) Unbalanced roof live loads have been considered for
this design-
0-0
10
PLATES GRIP
MT20 244/190
Weight: 131 lb FT 10%
W-q hus, nk.."by he 'A I I Dc' FuTTSB Katrt Gil, IL TiN & ool I liks rlmx' Unit" u icr_t wlmrEDi j-, l0f finp "d rrllim" 'i hs T'," hs ,, 3-i" JKI: "i th, Arh.f 1. lm'11.' M. 14,,t ,sw' lsl udm oll"r-, Old v 6, TDD, .7
kff'k sla".1" p- sWl s -A f" th, pa ll k ,l,J. 45 , T, 0,,sli Tip— i 1, kl, nft E,. TIT, I " if TOD 'ps'd' " ..."T' 0 lh O'k,""d lli ri. n'p-Muf f" ft, ils Ir's, ilpIll o di, TDO !I!, W. Pi-L T). iwp -mpac, miq, solinil"' ""'h" A, P E, holly T. Tombo
t-sr4 'l 0 irl fr;s nr ". WIT'! is 14, "s,,01,40 0 " rl—, Dl, 0—, stssfim ."I W Wflii D"ip' . N mult 0 fi, 0'..V 1 W 6, WN A l KI 11 qg"'i a Jill 3DD A " WTI "l it tv. 7rl', ll'h 1 i'd Z 80083
4451 t Lucie Blvd.
Fort Pierce, FIL 34946
opyrijbi C, 2016 A I botimses AnIlionyLlornbc III, P.I. in anyfourn,ispohibil,d Alwtht wiren, permissil,nNm A-] Rooffrmes -Arnfimyl. Trinbill, F.I.
Job Truss Truss Type Qty r ly--
J RYAN -HOMES / SUMMERLAND
WRCSUKL A06 Roof Special 1 1 A0038675
JJob efe'e.. (no"..." o5 Reference (optional)
At Roof Trusses, Fort Pierce, FIL 314946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:20 2018 Page 1 1
ID:'?sOQvIlzBGko2hFpRYibzzzOpep-IxXoTcKsnJ4wgu2tTuVyUQcGn2C_jXCsmzrQ4z8JZ9
10-8-0 12-4-0 21-0-0 30-0-011WO-0 612-11 4-5-5 1-8-0 8-8-0 9-0-0 11-04
4x4 =
4 55x6 = 5x6 --
Dead Load Defl. = 5/16 in
I I J
4x4 3x8 — 4x6
U4 4x4
10-8-0 21-0-0 30-0-0
10-8-0 10-4-0 9-0-0
Plate Offsets (X,Y)-- 7:0-2-2,Edgel
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Verl(LL) 0.2211-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1-25 BC 0.66 Verl(CT) 0.51 11-14 707 240
BCLL 0-0 Rep Stress Incr YES WB 0-57 Horz(CT) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matnx-MS Wind(LL) 0.31 9-17 999 240 Weight:134lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3,T4: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-8-6 oc bracing.
WEBS
1 Row at midpt 5-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1260/0-3-8 (min. 0-1-8)
7 1260/0-3-8 (min. 0-1-8)
Max Horz
2 86(LC 13)
Max Uplift
2 337(LC 12)
7 414(LC 13)
Max Grav
2 1260(LC 1)
7 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2494/1771, 3-4=-2105/1461,
4-5=-2087/1520, 5-6=-2118/1561,
6-7=-2372/1561
BOTCHORD
2-11=-1488/2271, 10-11=-1414/2347,
9-10=-1414/2347, 7-9=-1244/2105
WEBS
3-11=-451/529, 4-11=-1021/1488,
5-11 =-1 155/953, 5-9=-297/193,
6-9=-36/472
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10 Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed -, end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 337 lb uplift at
joint 2 and 414 lb uplift at joint 7.
LOAD CASE(S)
Standard
W"" -,,I I, rjro S K r, CIN' '. TE S i C' ilTICIS 0 1 J RIC kt- AIN7. 1— Wtt ft,p .—W, A ,A Mn n hi Ns s R M. Is i* -1 . RM -k so w , M, k6.fl h'n-jf 00A.WDO-1
N'T" '—Ir F 4 d I,, It,- TH 1, . 04. Ai T Buip ftp— S er"[Ir Elp—" 13 '-d n y IN a a, pk"W - — - nn ''P.A'fnf III 111:F" ". N ':j4 Im, hplA ' 1, IDD 'C!, ml IM, Th, ps p —.pvi MW aM- '.9001 Anrhon, T. Tmbo P.E. t 11 N; "r ur Wfkt R Im 't p iVo 'It", Nn" 0, 0..", cex'zg ';'t -r tk Wliq D':J— a tu R"! 'F t 'W 1h "'. b:: rl w, rr' 1. 1, ""an! d ti, IN nd n! tfR d fta N" wl'wq A:1.3' '-p' 1"m o' '? n r'sfw:;b 0
T1 nd S11 A ra Y't—'o 1. P'. ! pid It, I T, ' 5":r. np-, .11,-
Z 80083
It— hil-k kY e :0'W qld — i.-Wiq ii A pr- fooq
A.451 St. Lucie Blvd,
Opyrighl V 2016A-1 boflwss'i A.AnyUmboill, 01. 14p dvoio,. i—yI.,m,upiohibiW ith,ultht tipea pn6sswhm Ad hofTmsses kthmyl. Imb 111, P.I.
Fort Pierce, FL 34946
Job .. T rmu s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038676
WRCSUKL A07 Roof Special Girder 1 1
I Job Reference (optional)
1\1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.rom Run: 83.210 s 1 May 18 2018 Print: 8-210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:20 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-IxXoTcKsnJ4wgu2tTuVyUQcGG29zjR9smzrQelz8JZ9
6- -10 10-8-0 474 0
1
81 2 0 30-0-0 1 -0-9
4-6-6 % -0-0 1-0-61_10 4_ —4 4 7
4x4 11
4
Dead Load Defl. = 5/16 in
c?
13 11 1 u
3x8
6x8
5x10 MT20HS=
3x8 — U6 11
4x10 —
10-8-0 1 8-6-4 23 -0 30-0-0
10-8-0 A04 7-0-0
Plate Offsets (X,Y)-- 5:0-4-0,Edgel, [7:0-2-7,Edael. f8:0-5-0,0-1-111, [10:0-4-8,0-1 81
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/clefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL , 1.25 TC 0.89 Vert(LL) 0.3210-11 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.63 10-11 571 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2017/-FP12014 Matrix -MS Wind(LL) 0.36 10-11 996 240 Weight: 162 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 30, T4: 2x4 SP 240OF 2.OE
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-3-13 oc
purlins'
BOTCHORD
Rigid ceiling directly applied or 7-0-10 oc bracing.
WEBS
I Row at midpt 5-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1834/0-3-8 (min. 0-1-8)
8 2791/0-3-8 (min. 0-2-5)
Max Horz
2 -86(LC 28)
Max Uplift
2 -549(LC 8)
8 -958(LC 9)
Max Grav
2 1834(LC 1)
8 r2791(LC 1)
FORCES. (lb)
Max. Comp -/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-4010/1215, 3-4=-3648/1135,
4-5=-3621/1123, 5-6=-6694/2270,
6-T=-6694/2270, 7-8=-671512281
BOTCHORD
2-13=-1 109/3671,112-13=-1 820/5967,
11-12=-1820/5967, 11-18=-2016/6217,
10-18=-2016/6217, 8-10=-199216128
WEBS
3-13=-414/302, 4-13=-741/2502,
5-13=-3376/1248, 5-11 =-497/1023,
6-11 '-265/183, 7-11 =-354/653,
7-10=-468/1750
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Oosf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C, Encl., GCpi=018; MWFRS (envelope);
cantilever left and right expos , ed ; end vertical left
exposed; Lumber DOL=11.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
poncling.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live, load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of,withstanding 549 lb uplift at
joint 2 and 958 lb uplift at joint 8.
8) Hanger(s),or other connection device(s) shall be
provided sufficient to support concentrated load(s) 298
lb down and 270 lb up at 23-0-0 on top chord, and
1521 lb down and 536 lb up at 21-4-12, and 383 lb
down and 91 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1 .25
Uniform Loads (pin
Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20
Concentrated Loads (lb)
Vert: 7=-201 (B) 1 0=-383(B) 18=-1 521 (B)
w..q pi D,qmr m,- ts, 0 1 ur, nlnt i-3flifir, 0%- HIM & UM11155 MUM "N'7X; AKIMEWSPAW I-, W4 J"i" P.—Is" 'A I W. '0 S T!, s N.'p N-1 TH: t'i N, A6.f I Ts,6, d., V1 ldm.' kl.? i4w, ' Uns ol-ta odtil ". As TOD, .4
9,Ts" fl, use TID h . 1114 As T-1 Dllrp hts— 5., S,,.O -I . ny TOD :p d, 1 ap.' a 14, psla'*W "i "-' 'n'—Wrlor 41 eo:r,," W :I, Ns, isviii . th TOD n1l, k, T?rl Tk is,p ud:q 11,91p.i, 100111 An hony T. TDmbo 1,17, P.E.
111:' f"'; if hil I'S " Ike d t' 9—, 1. 'Rerl th, 1011'q hq'- 10 d 1,, 11c M it' .4 h, 10 bUg As s M-1 1, ppr- a rk, TOO d , h,11 ,, f lux To', lAfm. IV, 4,1010me .6 AA: n me f'ip'*lr 0 z 80083
A.451 St. Lucie Blvd.
i-m id"Et t' :&w .?"d f, Wfin 1, 61 pr.:s' i I fir, Tnsl C0. cnqiu'' is 4UT ks, wikj 4s per " ls'ss Slvi. Epw I . 4uhq All orr" ss ishniv, TPI 1, Fort Merce, FIL A946
C-oply"7ig'hlt,,E"21151 6'Al i'll,iolfl!usses ARAO"l. Tu.b. 111, P.I. F.EprD40diOO Of th!S 40(=1111, i. fly fimm, is prohibited e,ilhcut the wineu pf'rmissiOfl fi Our A -I Real Trusses AntharyllomblItF.I.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL I B01 Hip Girder 1 11T A0038677
JJ. r... 11obReference (optional) i
N1 Roof Trusses, Fort Pierce, FIL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:21 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-E75AgyKUYcCni2d3lcOBOdgTdRXOS3T??dazACz8JZ8
7-0-0 14 21-4-0 22-4-0
7-0-0 3-A8-;-o I
7-0-0 1-0-0
c
3x8 — 1.5x4 11 3x8 =
4x4 —
1.5A 11 3x8 —
10-8-0 14-4-0
3-8-0
1/8 in
LOADING (psf) SPACING- 2-0-0 CS1. , DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20_0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.15 10 999 360 MT20 244/190
TCDL 10 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.29 10 878 240
BCLL 0:00 Rep Stress Incr NO WB 0.24 Horz(CT) 0-09 6 n1a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.17 10 999 240 Weight: 93 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No-3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-6-8 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 6-8-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1787/0-3-8 (min. 0-2-2)
6 1787/0-3-8 (min. 0-2-2)
Max Horz
2 59(LC 31)
Max Uplift
2 618(LC 8)
6 618(LC 9)
Max Grav
2 1787(LC 1)
6 1787(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-3839/1299, 3-18=-3895/1386,
4-18=-3895/1386, 4-19=-3895/1386,
5-19=-3895/1386, 5-6=-3839/1299
BOTCHORD
2-1 1=-1 151/3475, 11-20=-1 152/3503,
10-20=-1 152/3503, 10-21 =-1 113/3503,
9-21 =-1 113/3503, 8-9=-1 113/3503,
6-8=-1 112/3475
WEBS
3-11 =-35/643, 3-1 0=-236/61 0,
4-10=-501/353, 5-10=-236/610,
5-8=-35/643
NOTES-
1) Unbalanced roof live loads have been considered
for this design-
2) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph TCDL=5.Opsf BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; ncl., GCpi=O.'18; MWFRS (envelope);
cantilever left and right exposed - end vertical left
exposed, Lumber DOL=1 -60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pending.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 618 lb uplift at
joint 2 and'618 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 248
b down and 270 lb up at 7-0-0, 123 lb down and 139
b up at 9-0-12, 123 lb down and 139 lb up at 10-8-0,
and 123 lb down and 139 lb up at 12-3-4, and 248 lb
down and 270 lb up at 14-4-0 on top chord, and 383
lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12,
88 lb down at 10-8-0, and 88 lb down at 12-3-4, and
383 lb down and 91 lb up at 14-3-4 on bottom chord -
The design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
I Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-20
Concentrated Loads (lb)
Vert: 3=-201 (B) 5=-201 (B) 11 =-383(B) 1 0=.-71 (B)
4=-123(B) 8=-383(B) 18=-123(B) 19=-123(B)
20=-71 (B) 21 =-71 (B)
1 - " St 'Fatk' UE It IEW I C , W. NsKm, aT ROCVI"K[ 1 -1 - -PJT , a 11 9-1-1 T'-2
AsOl Dup I,p- b a, waftf E,y— It -1 " ny TOD ..p.— 0 14, FrIb"Inci f nr 1w Wq An hony T. Tombrij-1, 5,
HT, P,E,
IN t DI, r! .4 AD os io 0 TO .1 h, p,rIns .1 p4d— It IN 1-11911, C-0m Sell h-h. :9M ; phh,W ii T1 .4 SIIA x A—ta p-1 .,A—. If. -I ft:- tl "!P-iinh" W, 6'rm V tt I "s D, T., III's 311p Eogrnn J r si
4451 St. Lucie Blvd. It IrI WIN If :Afld I? A -PI,. -N., Is, di pmts —Rd Tk, Tr,s5 ftso 1.13 VIA, &Ad.;; D114. " It.!, 5) .to U I W1,44 Al -.-i It, . Mod h III I .
Fort P;erce, FL 14946opyrightCC, 2016A I holhusses Amhooyf.Tomb. 111, P.E. RiprodDaimn ofthis imment, III ofly form, is prohNfed winn peroniisionhom Ad RcoflmssesZt ......
Job Tru s Truss Type Qty Ply RYAN HOMES I SUMMERLAND
A003 8678
WRCSUKL B02 Hip 1 1
1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:22 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-iJfYuIL6JwKevCCFbJYQZriePrpHBY09DHKXiez8JZ7
9-0-0 2-40 21-4-0 22-4-0
1_0_0 9-0-0 34 9-0-0 1-0-0
4x8 Dead Load Defl. 1/4 in4x6
3 4
4x4
1.5A 11
4x4
3A
4x4
9-0-0
9-0-
21
Plate Offsets X,Y)-- 3:0-5-0,0-2-4]
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.19 9-12 999 360
TCDL 10.0 Lumber DOL 1-25 BC 0.92 Vert(CT) 0-45 9-12 568 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a n/a
bCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0-29 7-15 870 240
LUMBER -
TOP CHORD 2.4 SP M 30 *Except*
2) Wind: ASCE 7-10; Vult=150mph (3-second gust) T2: 2x4 SP No.2 Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
BOTCHORD 2x4 SP No.2
Cat. 11; Exp C; Encl., GCpi-0'18 MWIFIRS (envelope) WEBS 2x4 SP No.3
and C-C Exterior(2) zone; cantilever left and right
BRACING-
TOPCHORD
exposed ; end vertical left exposed C-C for members
shown;
Structural wood sheathing directly applied or 3-8-11 oc
and forces & MWFRS for reactions Lumber
purlins.
DOL=1.60 plate grip DOL=1.60
BOTCHORD 3) Provide adequate drainage to prevent water
Rigid ceiling directly applied or 2-2-0 oc bracing. ponding.
4) This truss has been designed for a 10.0 psf bottom
MiTek rec mmends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection, in loads.
accordance with Stabilizer Installation uide. 5) * This truss has been designed for a live load of
20.Opsf on the bottornechord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 01310-3-8 (min.0-1-8) bottom chord and any other members-
5 913/0-3-8 (min. 0-1-8) 6) Provide mechanical connection (by others) of truss
Max Horz to bearing.plate capable of withstanding 261 lb uplift at
2 74(LC 16) joint 2 and 261 lb uplift at joint 5-
Max Uplift
2 -261(LC 12)
5 -261 (LC 13) LOAD CASE(S)
Max Grav Standard
2 913(LC 1)
5 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 2,50 (lb) or less except
when shown.
TOPCHORD
2-3=-1437/976, 3-4=-1265/1016,
4-5=-1437/975
BOTCHORD
2-9=-697/1259, 8-9=-697/1265,
7-8=-697/1265, 5-7=-700/1259
WEBS
3-9=0/257, 4-7=-17/257
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
0
PLATES GRIP
MT20 244/19b
Weight: 86 lb FT 10%
qmy 'mWii! 'A I 12f, T111.SBi*id1[[ri, 0,11 TRAS & 0'.110S I- V,&r A I mu . Ni Imi Ns v W IN kek.i 1. T"WN. L Mum tHl 0 E hh's A., "' dd!i " A, TOD. 2h TOO
Tikou",prt; s4P1-:0t.1ioT)D1i-1A i;I!-O'iJIf.0-.1 'F,'.ttt'q Anthony T. Tombo 111, P.E.
I Ifni, N, fitf II 1.1d, ' 111 0 t e 9-. ' 0 -"' -at 'I'l r Ike Whmq D,,,,.?. i , runo 0 tu K: a :9' .1 tit I Wi'erl Ar II& KI le qg-: 6 rit 7DD A ay fidi ,, It it! TT'r IA'q. sirIji, mmilem ad "If "a r'sp. If 80083
Ik tiAmp all:r"? Im A t,."S;,!..ft.TDO.11,,p,-,I,,.ip,t l'.5'.11 tl"li,IL.,t.wsgl i".,-.t'.1vll"p,tl"w,T ANICA.'l..'l".i j. bp- .1 Nis Is.;
6-i" odla kr , '_ II*w I?"A nu i. vinq Iy III P0" .""d Th, T'I's Du:p F"F", z ICT ' 1.4,; 0. pes " jm rqmw If. y b-A,1 ill q;T:It wos ,, . dilml m TH 1, 1 .
F . 4451 St. Lucie Blvd.
2P16A I kodliusses ArillionyT. Tomlin III, PA. Rrp,.diIdi.n nt this dowinerit, in arry form, is prohibited withoulthe wfifleir Pei mission hom A-1 F'oof Trusses - Anthoffir 1. Tomb 111, ?'L
Fort Pierce, FL' 34946
Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
L B04 Common 4 1
AQ038679
Job Reference (optional)
At Hoot I rusSes, t-ort Flierce, I-L 3494b, designCay)altruss.com Hun: 83.21U s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Ine- Fri Jun 8 15:36:24 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-einJJzNMrXaM9VMeikaueGnllfaWfPHShbpenvy,z8JZ5
5-7-14 10-8-0 15-8-2 ?1-4-0
5-7-14 5-0-2 5-0-2 5-7-14
4A =
4x4 —
4
5x8 —
Dead Load Deft. = 3116 in
4x4 —
10-8-0 21-4-0
10-8-0 10-8-0
Plate Offsets (X,Y)-- 2:0-1 -10, Edge], [6:0-1-10,Edqel, f7:0-4-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1-25 TC 0.54 Vert(LL) 0.18 7-10 999 360 MT20 244/190
TGDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.40 7-10 647 240
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 7-10 999 240 Weight: 90 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-0-3 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 7-0-1 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation nuicip
REACTIONS. (lb/size)
6 852/0-3-8 (min. 0-1-8)
2 915/0-3-8 (min. 0-1-8)
Max Horz
2 95(LC 16)
Max Uplift
6 246(LC 13)
2 275,(LC 12)
Max Grav
6 852(LC 1)
2 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1664/1255, 3-4=-1237/895,
4-5=-1 238/895, 5-6=-1 670/1261
BOTCHORD
2-7=-1 059/1514, 6-7=-1 066/1520
WEBS
4-7=-364/652, 5-7=-498/562,
3-7=-491/554
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph TCDL=5-Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; ncl., GCpi=0-18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 246 lb uplift at
joint 6 and 275 lb uplift at joint 2.
LOAD CASE(S)
Standard
r 0'.W TfIRS ultts I AstitifT T—i:' K tetl,e A, TO D
AuTe' C n i4on n -i I., or, TOD I, . "Id. 4, , I— D,,!,. E,p— St,:,01 ro !d TOD d M, F'a-md r'! r-q ''pe"mlrn * M i.:p 1, N 101 If,!, 004 . Al TOO W!, ,iet TN-1 Tlot 6q., 1,9:r .trous' Anthony T. Tor-& 1IT, P.E. o Witq at 1-" D, 0—' 0w:Z4 r"el vt" Wi;q 9"p' .!z' '01a 01.RIL "i or 'ei nt lm A ,1 'A' . IN 1. Th qpml att, -:Do o'd .y Irdi 0 6, TM, .Wjq "-J" w hfuz j 'M o 1 t, 0
80083
1-4: vj— TF-I Dd3e.,I s hqnp-
46.9 ky s Crew Np"d- '. ntiq 1 -d4,AmTFI 1,
4451 St. Lucie Blvd. Zt Rep,odectionuf this document, in mt, form, is prohibited etitfirmt AnthDRYT. Tn.hn III, PA.
Fortflerce,FL -34946
Job Tru s Truss Type aty Ply RYAN HOMES / SUMMERLAND
A0038680
WRCSUKL Cil Corner Jack 10
Job Reference (optional)
A1 KOOT I russes, t- or[ merce, 1-1- j4,j4o, oesignigga jiruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:25 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-6uLhWJO—cHDnfxqGS578TJJ033DOwHbvFYBJzz8JZ4
1-0-0 0-
1-0-0 6:1111--1111
2x4 =
0-11-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00, 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 B6 0.01 Vert(CT) -0.00 5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 5 lb IFT 10-I.K
LUMBER-
TOPCHORD 2x4 SP No.2
5) Provide mechanical connection (by others) of trussBOTCHORD2x4SPNo.2 to bearing 'plate capable of withstanding 5 lb uplift atBRACING-
joint 3, 82 lb uplift at joint 2 and 1 lb uplift atJoint 4. TOPCHORD
Structural wood sheathing directly applied or 0-11 -11 oc
purlins. LOAD CASE(S)
BOTCHORD
Standard
Rigid ceiling directly applied or 10-0-0 oc bracing-
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer installation guide.
REACTIONS. (lb/size)
3 8/Mechanical
2 130/0-3-8 (min- 0-1-8)
4 -1/Mechanical
Max Horz
2 38(LC 8)
Max Uplift
3 -5(LC 12)
2 -82(LC 8)
4 -1(LC 1)
Max Grav
3 8(LC 22)
2 130(LC 1)
4 15(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when.shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
Joy II,% I IN' MN T uwgc, D111[mf, ter'. yrdfl,i".",tl,,W,,A g".tliil,,is
MY, Mnal,, - AA -A N, .'450 D I* t na- Qm 1 h .h _aft E.d I n, Too 9, 0 14 "i -o!'l la&,f9lo faa,,-, W r ludlamti, Anthony T. Tombo 'I-, P.E.
fi.PM nnar,5P-4;.oyf 80083
Is 5,1 ,, I, he TDO W Iu mlll- .1 ph1w, 11 it! Wall 1.arlo Selly !f, o0a, R A451 St. Lucie Blvd.
Fort Pierce, FL J4946
Copyright ED 2D16 A-1 loof Ilusses Anthony L Tmnbo 111, P.f. Reproduction of this itelmacm, in any firm, is prohibited wifficiathe wfinen permission hom A I Roollresses - Anthomv forabo Ili,
Job Tru s Truss Type' Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL CJ2P Corner Jack 4 1
AQ038681
1 h P f— nce (optional)
1-0-0
Run: 83.210 s 1 May 18 2018 Print: 8-210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:25 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-6uLhWJO criDnfxqGS57BTJJe32fOwHbvFYBJ;V8JZ4
1-5-11
2X,t =
0-4-8 ' 1-3
1
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 1-5-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing-
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide -
REACTIONS. (lb/size)
3 1/Mechanical
4 11 /Mechanical
2 187/0-3-0 (min. 0-1-8)
Max Horz
2 43(LC 8)
Max Uplift
3 7(LC 9)
4 11(LC 1)
2 147(LC 8)
Max Grav
3 5(LC 17)
4 13(LC 16)
2 187(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0-18; MWFRS (envelope)
and C-C Extedor(2) zone; cantilever left and right
exposed ; porch left exposed,C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10-0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 7 lb uplift at
joint 3, 11 lb uplift at joint 4 and 147 lb uplift at joint 2.
LOAD CASE(S)
Standard
3F ur Gic - V -011, 5ts. 1 TEN MUM 011i I01", 'A'amcm D RIV I., Y,d, np p.—W, r,1,,A vin N 11- ), F, N—J,Tr-: W A, kdfl 1 n f f. hf—r ki,,? Mims 104 m, ir TW
Of -t t, TH 1, or 44. hi , T.— D,,! f,o— fi 5pr,,ffr Dwv, -I Too d trr rpe!"q v IN M;p Ik 1 I Nil e, A TDD .11. ,dtr TP l N in pr- 1, bo 1,17, P.E. An hony T. Torr,
4
80083
4451 SL Lucie Blvd. ZE T.Tombo III, P.I. hp,dudin DIMS iommem, io ay form, is prohNied witheyl the wirfen permissiofl from A-1 F-f Trusses - Arthonly 1. T..fo 111, FA.
Fort Pierce, FL 34946
Job Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
i A0038682
WRCSUKL CJ3 Corner Jack 10 1
Job Reference (optional)
41 Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:26 2018 Page 1
ID:?sOQvilzBGko2hFpRYibz7zOpep-a4v3jfOcN9q4OpVlq9cMjhsU2SO67MX18vlkrPz8JZ3
1-0-0 2-11-11
1-0-0 2-11-11
LOADING (ps"' SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BcbL 10.0 Code FBC2017f-rPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 70/Mechanical
2 187/0-3-8 (min. 0-1-8)
4 36/Mechanical
Max Horz
2 75(LC 12)
Max Uplift
3 -48(LC 12)
2 -71 (LC 8)
Max Grav
3 70(LC 1)
2 187(LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
NOTES,
1) Wind: ASCE 7-10; Vult=15.0mph (3-second gust)
VascI=1 16moh; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft-,
Cat. 11; Exp C; Encl-, GCpi=0.18, MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1-60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members-
4) Refer to girder(s) for truss to truss connections.
2x4
2-11-11
2-11-11
CS1. DEFL. in loc) I/clefl Ll,d
TC 0.11 Vert(LL) -0.00 7 999 360
BC 0.10 Vert(CT) . -0.01 4-7 999 240
WB 0.00 Horz(CT) -0.00 3 n/a n/a
Matdx-MP Wind(LL) 0.01 4-7 999 240
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 48 lb uplift at
joint 3 and 71 lb uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT 10%
WKRA' 0911 (WITIM Oflile"Afl", WKV P"'AW 1"', Ird, fi p peuoefi' A ,A io, Ns 1"$ ),I f, 3-i" "t th Adeof 1. Iso, 11. hin., %.! m' .'. We, 104 'etk, IUD,
MA—ilu pl- 3W is -f W b TUD h-A& Is, 71., Y'op Nei— 2, fq- Ined nuy TUB rep—e- oi."Illd rite 03,wd 'q"'nq e'r me les F"'. Die '.1, Nis tee led " the IDD .11, .6" I'M, Tt' i?q, lofq "'Alm1 Anthony T. Tornbo HT, P.E.
dihIDUAii 0 Me koelm'-p. ', z 80083
PA- IP,Ikl,,zlk r"p."l,:11,,W,67:,Vt T.,,!D,iii,:1,D,sV,p...If,,,M.-A,r,-,.t,,l, 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
yirighl V ?D16 1 loot Tenses - Ankeny L Torobo III, P.f. Reproduction of this Jecument, inny for., is proliNted without the wifleo pemision fiont A I Roof Tiresses - Anhoo, T. lomb. III, PJ.
Job Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL CJ4P Corner Jack 4 7 A0038683
Job Reference (0121tio—n
A] KOOT I rusSes, t-orl merce, t-L i4'zl4b, clesign(cVallruss.com
1 -1-0-0
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 1U6:27 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-2HSRx?PF8SyxOz4DNs7bGuPdCsjkspmuNZ11N z8JZ2
3-5-11
3-5-11
2x4 =
0-4-8 3-1-3
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01. 4-9 >999 240 MT20 244/190
TCDL 10-0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-9 >999 240
BCLL 0-0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/-TP12014 Matrix -MP Weight: 12 lb FT 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss
BRACING- to bearing plate capable of withstanding 45 lb uplift at
TOPCHORD joint 3, 30 lb uplift at joint 4 and 163 lb uplift at joint 2.
Structural wood sheathing directly applied or 3-5-11 oc
purlins.
BOTCHORD
LOAD CASE(S)
Rigid ceiling directly applied or 10-0-0 oc bracing.
Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation qu.]
REACTIONS. (lb/size)
3 71/Mechanical
4 32/Mechanical
2 231/0-3-0 (min. 0-1-8)
Max Horz
2 71 (LC 8)
Max Uplift
3 -45(LC 8)
4 -30(LC 9)
2 -163(LC 8)
Max Grav
3 71 (LC 1
4 52(LC 3)
2 231(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
t^,RtEr 0% TEN 10
Arrhony'T. Tombo HT, P.E. M iW a 111 W f, BD s k 101i 4S 11- Duill flp— e 5.-0! .0 W.'W"W, 9 W 1"fmind upwme ies F N I , T 1 1 vWO . A, I'D mly ok T 1. N M;p .—P V:qa.nhm!' oo,
w1le, It 30083
4451 St. Lucie Blvd.
lilprodudio'. ofils's hument, in any furm, is probibiled withoun the wrinen pasnission f;om A-1 ReDfTwsies
Fort P:erce, FIL -14946
L
Job
9,
Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL CJ5 Corner Jack 10 1
A0038684
Job Reference (optional)
I mucii i iub,eb, ruiL rieiue, rL a4 240, Ueblyfl(,U)d I L1Ubb.W1 I I
1-0-0
1-0-0
2x4 —
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:28 2018 Page 1
ID:?sOQvIlzBGko2hFpRYib7-zzOpep-WFOq8LQtvm4oe7fPxaeqp6xkqG?QbGOlcDnrwlz8JZI
4-11-11
4-11-11
4-11-11
T
9
Plate Offsets (X,Y)-- 2:0-0-10,0-0-01
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20-0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190
TCDL 10.0 Cumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WIB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4*SPNo.2
BOT CHORD 2x4 SIP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizeis and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 126/Mechanical
2 263/0-3-8 ' (min. 0-1-8)
4 64/Mechanical
Max H6rz
2 115(LC 12)
Max Uplift
3 -89(LC 12)
2 -80(LC 12)
Max Grav
3 126(LC 1)
2 263(LC 1)
4 90(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when,shown.
NOTES-
1) Wind: ASCE 7-iO; Vult=150mph (3-second gust)
Vasd=1 16niph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will,fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mecha ' nical connection (by others) of truss
to bearing plate capable of withstanding 89 lb uplift at
joint 3 and 80 lb uplift at joint 2,
LOAD CASE(S)
Standard
A I 13F ffk:' FIN &TIPTICM CE-3 N 1— V'ro, Odpp—i f4r" Vi, mfnslms ks,p Dr.qffDV- un th ldi.fT. V1 ld—,, 5i,iiwv, hit, WW.-m ointi .1, TOD, WfC a
I I
i4k .... 1. F— Mira -1fath, I)Dr,m '04 A 0— Bur E'P.1 i - S.-Wh bmw, 1! ,1 "y TOD ..rt— am, fla3suad —1-.uis,nsrid0f-.tt me 4:V,,' lk ssjr,Trfi bpoiid u & TOD ml!. Ai,rMr-L ,oJ,1ry4 AnThony T. Tombo 711, P.E,
g, in, fi'sz !tf "! Wiiq i, N, d t )—. t' pl 1, oh Wing D 1- 4 N W,ma D" d ot 1,,% b i , rd, .,, F r. I Ia1 TOO ,d , fijj 0 rj mWil W4 q, mqr W ift, n! nOr -' 1 'f Z 80083
All o of TOD W On VMn,s A pa!lma, 0 ot k16.1 Crop" S& ho-fini "IRCI punhk M M SKA .' a!—.dft' p.0' pl— ON U i.; la W bn, Vliifims D
A451 St. Lucie Blvd.
t-m Idim f r d — 1, ifiq f or t., . mr"'d Tk' T- vf3z? 'Jinm' 1 CT 'm kilmf EuiPu, " T— sfv. Elpw a .? r494, f1l op --mi-, , ." o' don't i, TPI I Fort Pierce, FL 349146
Copyright C, 2016 A- I Root hosses Whony I Tomho 111, F.f. Iropr.dodi.o of thr, d.—ort, in dry form, i s prohib4ed nithout the dne. per niiiion fi c m A- I Roof Tr u sses A nthony 1. Tomb 111 , P.E.
Job Tr ss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
AG038685
WRCSUKL D01 Flat Girder 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, I'L 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:29 2018 Page 1
1 D:?s0QvI IzBGko2hFpRYi bzzzOpep-?faCMh RVg4CfFH EbVHA3LJU rl gEm KYOBqtWOSkz8JZ0
5-5-8 10-7-4 15-9-0 21-2-8 22-3-4
5-5-8 5-1-12 5-1-12 5-5-8 1-n-19
Dead Load Defl. 1/4 in
1.5X4 1 U8 U4 1.5x4 11 5x6 -
t3 F1
4 5 6 _
F;.
7; 8
F--]
wi
F-1
F1
M
I
W1
U
R1
I
IJ
13 24 25 26 27 28 29 30 31 32
3x6 11 7x10 MT20HS- 1.5x4 11
5x8 =
5-5-8 10-7-4 ' 5-9-0
5-5-8 5-1-12 5-1 _12
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Lld
TCLL 20. 0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0-23 11 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0-4610-11 545 240
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017/-FP12014 Matri X-MS Wind(LL) 0.23 11 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2: 2x4 SP M 30
WEBS 2x4 SP No.2 *Except*
Wl: 2x6 SP No.2. W3:2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-7-7 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-8-15 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss ection, in
accordance with Stabilizer Installation id,
REACTIONS. (lb/size)
13 1567/0-7-4 (min. 0-1-14)
9 156710-7-4 (min. 0-1-14)
Max Horz
13 87(LC 4)
Max Uplift
13 463(LC 4)
9 463(LC 5)
Max Grav
13 1567(LC 1)
9 1567(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-13=-1463/493, 2-14=-3319/867,
14-15=-3319/867, 3-15=-3319/867,
3-16=-3330/874, 16-17=-3330/874,
17-18=-3330/874, 4-18=-3330/874,
4-19=-3337/874, 19-20=-3337/874,
5-20=-3337/874, 5-21 =-3337/874,
6-21=-3337/874, 6-22=-3337/874,
22-23=-3337/874, 7-23=-3337/874,
7-9=-1459/493
BOTCHORD
12-26=-1 187/4469, 26-27=-1 187/4469,
27-28=-1 187/4469, 11-28=-1 187/4469,
11-29=-1 187/4469, 29-30=-1 187/4469,
30-31 =-1 187/4469, 10-31 =-1 187/4469
BOTCHORD
12-26=-1 187/4469, 26-27=-1 187/4469,
27-28=-1 187/4469, 11-28=-1 187/4469,
11 -29=-1 187/4469, 29-30=-1 187/4469,
30-31 =-1 187/4469, 10-31 =-1 187/4469
WEBS
2-12=-860/3357, 3-12=-496/290,
4-12=-1211/334, 4-1 1=0/379,
4-10=-1205/332, 6-10=-495/290,
7-10=-867/3368
NOTES-
1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=1 16mph; TCDL=5-Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1 -60
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20-Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members-
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 463 lb uplift at
joint 13 and 463 lb uplift at joint 9.
33 9
US 11
21-2-8
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 111 lb FT = 10%
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 11
lb down and 7 lb up at 0-2-12, 80 lb down and 74 lb
up at 2-0-12, 80 lb down and 74 lb up at 4-0-12, 80 lb
down and 74 lb up at 6-0-12, 80 lb down and 74 lb up
at 8-0-12, 80 lb down and 74 lb up at 10-0-12, 80 lb
down and 74 lb up at 11-1-12, 80 lb down and 74 lb
up at 13-1-12, 80 lb down and 74 lb up at 15-1-12, 80
lb down and 74 lb up at 17-1-12, and 80 lb down and
74 lb up at 19-1-12, and 11 lb down and 7 lb up at
20-11-12 on top chord, and 59 lb down at 2-0-12, 59
lb down at 4-0-12, 59 lb down at 6-0-12, 59 lb down
at 8-0-12, 59 lb down at 10-0-12, 59 lb down at
11-1-12, 59 lb down at 13-1-12, 59 lb down at
15-1-12, and 59 lb down at 17-1-12, and 59 lb down
at 19-1-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-2=-60, 2-7=-60, 7-8=-60, 9-13=-20
Concentrated Loads (lb)
Vert: 14=-80(B) 15=-80(B) 16=-80(B) 17=-80(B)
18=-80(B) 19=-80(B) 20=-80(B) 21 =-80(B)
22=-80(B) 23=-80(B) 24=-52(B) 25=-52(B)
26=-52(B) 27=-52(B) 28=-52(B) 29=-52(B)
30=-52(B) 31=-52(B) 32=-52(B) 33=-52(B)
Ur6m; "'OD W?
Anr ony T. Tornba HT, P.E.
Z 80083-
Al A451 St. Lucie Blvd.
All dd d TH I
Fort Plerce, FL 34946
@py,ight C, 2016 A I ked Trusses - Anthuy T. Tomb 111, P1 Rrpwiudiu ofth's imment, m e" f-, is pmhibiled mrittul the dflen petmission hem .4-1 Rof TtussesZt "
I
Job ,,, . Tru s Truss Type Qty Ply RYAN HOMES / SLIMMERLAND
WRCSUKL FG1 FLAT GIRDER 1 2
A0038686
Job Reference (optional)
IM Roof Trusses, Fort Pierce, Fl- 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:29 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-?faCMhRVg4CfFHEbVHA3LJUoSgEcKYOBqtWOSkz8JZO
2
6- -28:'7 10: 12 9-1- 110 _-4 1 1 14-3_S12 66-1 6 7 123 L8 8 7 22D 9 0LLtf_
2 I312_ _7
2 2:
Dead Load Defl. = 9/16 in
300 -
5x6 - 3X10 = 3x8 = /xl 0 M I 2UHS= U4 - 2x4 11 X4 = JX4 - JX1u =
5x6 =
2-g&ll 1-8-7 %1 0-rl,2 1 2-4 1 12-0-,1,5 -11,2 16-1 1 8 1 1 1 7 128
0-1-12
Plate Offsets (X,Y)-- [2:0-3-8,0-1-8],[3:0-3-8,0-1-8],[4:0-3-8,0-1-8],[8:0-3-8,0-1-8],[10:0-3-8,0-1-8],[11:0-3-8,0-1-8],[14:0-3-8,0-1-8], [15:0-3-8,0-1-8], [20:0-570,0-5-4],
21:0-3-8,0-1-8], [22:0-3-8,0-1-81
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/clefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.29 18 867 360, MT20 44/190
TCDIL 10.0 Lumber DOL 1-00 BC 0:82 Vert(CT) 0.85 18 293 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.10 13 n/a n/a
BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.29 18 855 240 Weight: 238 lb FT = 10%
LUMBEIR-
TOP CHORD 2x4 SP 240OF 2 01E
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3 *Except*
Wl: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-74 oc
purlins, except end verticals-
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
23 3477/0-7-4 (min. 0-1-8)
13 3467/0-7-4 (min- 0-1-8)
Max Horz
23 39(LC 6)
Max Uplift
23 93(LC 4)
13 143(LC 5)
Max Grav
23 3477(LC 1)
13 3467(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-23=-724/181, 1-24=-715/0, 2-24=-715/0,
2-25=-646'610, 3-25=-6466/0,
3-=-1 1580/0, 4-5=-1 5433/0,
5-6=-17176/0, 6 7=-17173/0,
7-8=-15188/0, 8-9=-1 1585/0,
9-1 0=-1 1585/0, 10-26=-6442/0,
11 -26=-6442/0, 11-27=-714/0,
12-27=-71410, 12-13=-727/237
BOTCHORD.
22-23=0/6466, 21-22=0/1 1580,
20-21=0/15142, 19-20=0/17176,
18-19=0/17879, 17-18=0/17879,
16-17=0/17173-15-16=0/15188,
14-15=0/11585,13-14=0/6442
WEBS
5-19=0/92, 7-17=0/298, 5-20=-1951/0,
2-23=-6218/0, 4-20=0/927, 2-22=0/1901,
4-21=-3873/0, 3-22=-5562/0, 3-21=0/1562,
Continued on page 2
WEBS
5-19=0/292, 7-17=0/298, 5-20=-1951/0,
2-23=-621810, 4-20=0/927, 2-22=OY1901,
4-21=-3873/0, 3-22=-5562/0,
3-21=0/1562, 11-13=-6194/0,
7-16=-2158/0, 11-14=0/1908, 8-16=0/838,
10-14=-5593/0, 8-15=-3918/0,
10-15=0/1599, 6-18=0/314, 6-19=-832/0,
6-17=-834/0
NOTES-
1) 2-ply truss to be connected together with 10d
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied t o all plies,
except if noted as front (F) or back (B) face, in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat- 11; Exp C-1 Encl., GCpi=0.18; MWFRS (envelope);,
cantilever left and right exposed ; end verticaLle.ft
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding. .
5) All plates are MT20 plates unless otherwise
indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads-
7) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 93 lb uplift at
joint 23 and 143 lb uplift at joint 13.
9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been -
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 390
lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb
up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb
down and 124 lb up at 5-0-0, 282 lb down and 84 lb
up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb
down and 84 lb up at 10-7-4, 282 lb down and 84 lb
up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208
lb down and 124 lb up at 16-2-8, 134 lb down and 63
lb up at 18-2-8, and 65 lb down and 19 lb up at
20-2-8, and 390 lb down and 265 lb up at 20-11-12 on
top chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S)
Standard,
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-1 2=-1 70, 13-23=-20
Concentrated Loads (lb)
Vert: 1 =-390 9=-208 12=-390 5=-282 7=-282 4=-282
3=-208 8=-282-6=-282 24=-65 25=-1 34 26=-1 34
27=-65
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-12=-190, 13-23=-20
Concentrated Loads (lb)
Vert: 1 =-324 9--1 81 12=-324 5=-246 7=-246 4=-246
3=-1 81 8=--246 6=-246 24=-56 25=-1 16 26=-1 16
27=-56
14) Dead: Lumber Increase=0.90, Plate lncrease=0.90
Pit. metal=0.90
Uniform Loads (plo
Vert: 1-12=-170, 13-23=-20
Concentrated Loads (lb)
Vert: 1 =-1 27 9=-1 01 12=-1 27 5=-1 40 7--'-140
4=-140 3=-101 8=-140 6=-140 24=-27 -25=-,63,
26=-63 27=-27
15) Dead + 0.75 Roof Live (bal,) + 0.75 Attic Floor +
0.75(0.6 MW FRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1. , 60
Uniform Loads (pig
W RN & CIP54TIN (hISY, f1t1cr; 'UICV, MAIN!' I., rdt Imp P.-ln' A pl" . §i Nil J'p N-1 JE "i N kto.jl hn t.1 W.- !.? mi, 's' Ulm '0-,, 044 . It, TDO .1WWqFlurust i Kan ca,
On P:F.,, V t sd h, rNJ)D f, m 04. T', ),,p Eq.,. 4 hol- 1, 1! -1 , w rin 6 Im jnamm iq.-w 4t r4 1:. "'! IN 'i:' T- bp.A ., n, TDD .11 A TM . N e, p -.p.. k*.z aonm '00'lnr TAnthonyT. Tombo !H,'P.E.
0 . 0 N'i I.It"! " lh d ,,3-. k 0-', ,-wiza qd ', h, tAm D,,,I.f . 1, mlifl 0 tu It, v K W 0, 1.". 1, ft: "1, .1 P'I, Th q; Of 1h IDD W , h6i ,, 't ts l T-, wl'fiq '.&N' -1, 'Alld'. 'd t 1? Ai, m 0 " z
IN ri L ..'s f4 190 md 1 ",n M r4d'u, 0 1,! 101", (.Vw sro ptl"W ? M .4 WA " ftl-d p-1 pl-. IP -1 U.- ta a p,. W S M 0 t, I ., N,,pn . I ! ll,p nvl!i, W I,- UA.- 4-451 St. Lucie Blvd.
6-n' Wim I) 'Mftq q'd m.. ' w'nq iy rl pr Tit, In's Eqw"; C I N I'd.g Us Per " Tm' sy"I" E'pw e. y Alkq All q team -." .1 4,11 d , TH I Fort P:erce, FL 34946
Repirodudian OfArs Imment, in any In Przt " """
I ", " '4 ....
r M, i S ' d 6'1' witfi rl th e winn i Permission hP ,A-1 RoDf N sm - A,,$ nn, 1, Tmh 111, F, 1.
Job uss Truss Type QRY RYAN HOMES I SUMMERLAND
WRCSUKL :TFrG 1 FLAT GIRDER 1 72 IV, 038686
Job Reference (optional)
A i Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Hun: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15.36-29 2018 Page 2
ID:?sOQvilzBGko2hFpRYibzzzOpep-?faCMhRVg4CfFHEbVHA3LJUoSgEcKYOBqtWOS-kzBJZO
LOAD CASE(S)
Standard
Uniform Loads (plo
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=31
Concentrated Loads (lb)
Vert: 1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48
6=48 24=1 3 25=42 26=42 27=1 3
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
lncrease=1.60, Plate lncrease=1.60
Uniform Loads (plo
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=-8
Concentrated Loads (lb)
Vert: 1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48
6=48 24= 13 25=42 26=42 27=1 3
17) Dead + 0.75 Roof.Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=24
Concentrated Loads (lb)
Vert: 1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48
6=48 24= 13 25=42 26=42 27=1 3
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0-75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber lncrease=1.60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=-5
Concentrated Loads (lb)
Vert: 1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48
6=48 24= 13 25=42 26=42 27= 13
wraq ITEMS& OVITINS A wr._T;T MEN:
oil. 1.1VII fi- soon i -i t., tie TID T, o, ,4d.
d Z An hony T. Tornbo H-, P.E. T:I,l,,,,.fl.lii,i,t,,,s,,,;i6 oyd-.E,.t,e ".rilm q'I " to, kek Dmij- .,* "Itt d Ise If,' L. m 'K W n, I'm U:C Eli, 3 11 1. Th qf .1 the IDD 4 e, 11,14 s, 0 ti 7115" od,&. hlj. m"Il 4,01h. w sool, n, r,V-*,!L M
e*ed q,,l P, a wfliq di pw- i A T40,.ii r si, hi—, 161 ;, Wr M D Tm, y,- him" e I'VZ:.., I 11 .1 ddA 1, TIE 1 .451 St. Ludo Blvd. Ii I,, Kim is IV z i
Reprodocli—f this sofument, in not f0m, is prnhibiled ithoul the wiflon permission fiom A-1 Roof T-ies -Anthony 1. Tiabo 111, P.f. .
Fort P;erce, FL
Job T ss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRC;UKL FG2 FLOOR 1 2
A0038687
Job Reference (optional)
11 Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36 " 30 2018 Pagel
ID:?sOQvilzBGko2hFpRYibzzzOpep-Ts8aZ1 R7QNKWtQpo3?hluXl 3G4X?3?jK3XGy_Az8JZ?
111 3-7-3 5-9-12 7-3-13 10 12-7-8
1-5-2
1
2-2-1 2-2-9 1-6-1 2-V 2-6-5
1.5x4 11 1.5x4 11 5x10 1.5x4 11 1.5x4 11 3x6
1 3A 2 3 4 5 6 7
2x4 11 2x4 11 4x4 11
1-5-2 3-7-3 5-9-1.2 i T- - 36— 10-1-3 12-7-8
1-1-2 2-2-1 2-2-
113
2-9-7 2-6-5
Plate Offsets (X,Y)-- 10:0-2-12,0-4-0], [12:0-3-8,0-1-81, [13:0-3-0,0-4-4]
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC, 0.47 Vert(LL) 0.05 9-10 999 360 MT20 244/190
TCDL ' 10.0 Lumber DOL 1.00 BC 1-00 Vert(CT) 0-07 9-10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n1a n/a
BCDL 5.0 Code FBC2017[TP[2014 Matrix -MS Weight: 129 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD.2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
Wl: 2x6 SP No.2, W5:2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied, or 6-0-0 oc
pudins, except end verticals.
BOTCHORD I I
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (Ib/siz6)
14 1793/0-2-8 (min. 0-1-8)
8 2289/0-3-9 (min.b'1-8)
11 5886/0-3-8 (min. 0-3-8)
Max Grav
14 1809(LC 3)
8 2303(LC 4)
11 5886(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
I-'14=-1520/0, 1-2=-2027/0, 2-3=-2027/0,
3-4=-2027/0, 4-5=-3139/0, 5-6=-3139/0,
6-7=-3139/0, 7-8=-1309/0
BOTCHORD
12-13=0/2027, 12-15=-94610,
11 -1 5=-946/0, 10-11 =-946/0,
10-16=0/3139, 9-16=0/3139, 9-17=0/643,
8-17=0/643
WEBS
1-1 3=0/2272, 4-12=0/3175, 4-11 =-3997/0,
4-10=0/4760, 5-10=-422/0, 6-9=0/282,
7-9=0/2697
NOTES-
1) 2-ply truss to be connected I ' ogether with 1 Od
0.1 311"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - , 1 row at 0-9-0 oc,
Except member 4-11 2x4 - I row at 0-7-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Unbalanced floor live Ioads have been considered
for this design.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1438 lb down at 1-3-12, 1438 lb down at 3-3-12,
1438 lb down at 5-3-12, 1438 lb down at 7-3-12, and
1438 lb down at 9-3-12, and 1438 Ito down at 10-11-8
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-7=-100, 8-14=-10
Concentrated Loads (lb)
Vert: 13=-1438(B) 12=-1438(B) 10=-1438(B)
15=-1438(B) 16=-1438(B) 17=-1438(B)
Ffj9!'m'5—A'— v04 " tis TOO—,
W" i1s, K"s sso 'q i-A fis; ft, 15D 1, Wis. 41, 7- D'sp Fisp— S"Emit, rnt as) so y TOO -if Atittiony T. Tombo !IT, P.E.
Ts'pms 'f z 80083
N kit:' 3"i in U Wsi' Too "d " p'l s .1 ykh- 0 is! n.'sk., (.r."su Wily trvni,tiss "th't's T-q A SKA ps I psg— TPA en-Isti mp—si.Tll W Nnm vi Iii's o"'P, I ins 5's Vs. Lsp m .4 T'5s ftm"N'!, 5i
A451 St. Lucie Blvd.,
i m jilmd ky c.'diw stied Isis isI 'flfiq sy in W.:El Iss T"sl R'm z""", I ICT 9" 1A 1,s; D.q Fort Pierce, FL 34P1.6
opyrighl (C-1 2016 A Ilooffiusses Repfoducion of this ficumeni, in any funn, is prohibited without the .6hun petuniisiop I-ont A-1 Retif Truises - Anthon,T. Tomb 111, ?J.
Job Truss Truss Type
fAN HOMlES /SUMMERPly
77 RYAN HOMES / SUMMERLANDQtyPly
WRCSUKL FG3 Flat Girder 1 A00386882lobeference (optional) Al .-of Trusses, Fort Pierce -FL 34946, desig.@.1t....,._ Run: zn.2-lu s i May 18 2018 Print: 8.210 s May 18 2018 MiTek industries, Inc. Fri Jun 8 15:36:30 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-Ts8aZlR7QNKWtQpo3?hluXl4L4hP37RK3XGy__Az8JZ? 31 2 7-9-8 10-1-0
1-6-8 1-11-12 --2 3-
3x8 — 3x6
4-3-4 1-6-8
pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/dTCLL20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360TCDLCLOADING10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240BCLL0.0 Rep Stre ss Incr NO WB 0.20 Horz(CT) 0-01 7 n1a n/aBCDL10.0 BC 0 1 1CodeFBC2017/TP12014 Mtr,._MSMatrix -MS Wind(U-) 0.01 8 999 240
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SIP No.3 *Except*
Wl: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 1029/0-7-4 (min. 0-1-8)
7 1563/0-3-8 (min. 0-1-8)
9 257510-3-8 (min. 0-1-8)
Max Horz
10 39(LC 6)
Max Uplift
10 293(LC 4)
7 215(LC 5)
9 226(LC 5)
Max Grav
10 1029(LC 1
7 1563(LC 1
9 2575(LC I
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-10=-907/286,2-12=-1 12/947,
12-13=-1 12/947, 3-13=-1 12/947,
3-14=-1 12/947, 4-14=-1 12/947,
4-15=-540/140, 5-15=-540/140,
5-16=-326/47, 6-16=-326/47,
6-7=-833/138
BOTCHORD
9-1 0=-67/633, 8-9=-1 40/540,
7-8=-286/1815
WEBS
3-9=-939/90, 4-9=- 1741/145, 4-8=-80/588,
2-10=-535/67, 2-9=-1404/196,
5-8=-1410/269, 5-7=-1635/271
Continued on page 2
NOTES-
1) 2-ply truss to be connected together with 1 Old
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise ind i Ited. c'
3) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft-I
Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1 ' 60
4) Provide adequate drainage to prevent water
ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load noncon.current with any other live
loads-
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 293 lb uplift at
joint 10, 215 lb uplift at joint 7 and 226 lb uplift at joint
9.
8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 390
lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb
up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb
down and 124 lb up at 5-0-0, and 282 lb down and 84
lb up at 7-0-0, and 1442 lb down and 431 lb up at
8-6-8 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
10-1-0
PLATES GRIP
MT20 244/190
Weight: 113 lb FT = 10%
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1 -00
Plate lncrease=1.00
Uniform Loads (plo
Vert: 1-1 3=-420(B=-250), 6-13=-1 70, 7-1 0=-20
Concentrated Loads (lb)
Vert: 1 =-390 11 =-65 12=-1 34 14=-208 15=-282
16=-1442
2 Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-1 3=-409(B=-219), 6-13=- 190, 7-1 0=-20
Concentrated Loads (lb)
Vert: 1 =-324 11 =-56 12=- 116 14=-1 81 15=-246
16=-1261
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
PIL metal=0.90
Uniform Loads (plo
Vert: 1-13=-295(B=-125), 6-13=-170, 7-10=-20
Concentrated Loads (lb)
Vert: 1=-127 1 1=-27 12=-63 14=-101 15=-140
16=-717
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Inerease=1.60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-1 3=-440(B=-315), 6-13=-1 25, 7-1 0=-20
Horz: 1-10=31
Concentrated Loads (lb)
Vert: 1 =80 11 = 13 12=42 14=83 15=48 16= 189
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-1 3=-367(B=-242), 6-13=- 125, 7-1 0=-20
Horz: 1-10=-8
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 14=83 15=48 16=189
17) Dead + 0.75 Roof Live (bal.) + 0-75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-1 3=-419(B=-294), 6-13=-1 25, 7-1 0=-20
Horz: 1-10=24
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 14=83 15=48 16=189
Zt
IlffT'1"'"' f"""l5r all'tn. Is i* Mal- Ill"l & U` L"rTIC35 09DIA, ; '; Ar ICW' 039ENT" 1— Yedr hsil, lu-to, I'd ,A ogn . tws N,l 51 - 31-11, jk?r W r4 Adcllf 1 t E, tfl—, i.? jj, 1,. q,lle,s 'ollsd th, To416l— AIf ill k, T)D 1 11 old T— h'qp Imp— arl'a"', ,F '!d " laty Tag or.r.— lf W 1,0!111-6 IT— 19 l!'PlIllilk oP Ira th—' ,. N liro, 1, TDD m, l Tkild'q i, Ill, I'll—blay 0 Nll,, ga lwiin 0 pr. a 1, '.W 0 1w R"! nlT 9, ild W 1". k: i ll :.h . Tpill, 1, q'-, a th TDD "t ll'li14llsdj.ghs:p .4 AH —5 -
I . "",
1.4 -J' a' tm,- oal! 4 Arrhony T. Tmbo
k IUD Im! 11, pwl"5 M ohloas a W Wall, C. so se'll, W-ow p4l"L", q, .R t, 'f
ir T o,'d SKA v nh—,jfm In— Ipli tI", P, all'olo 6fln e kup., 11"s I's p Ell?- .1 Nsi 3008311-j" 0114 if i "t'd 13l"d IN, I, -fill 1 di r.,,44 N r'3rp IN ls, g-ndm; 'Alzrw . Trw ly.. nil -I 4 rar -111'4 ill M '1114 -1:11 -11 al ld,d , TPI 1, 4451 St. Lucie Blvd.
Copyrighd(C' 2016A I Tango Ill, Is I. REPTOOMOR of this 40(santrn, in any form, is probabitell wilhorn tht wrinenigeralissitflhomA I RoDUmsses - Arthmn,vl. 1(,mto ill, Pj. Fort P'erce, FL 349146
Job Tru s Truss Type QtY PIY RYAN HOMES/ SUMMERLAND
WRCSUKL FG3 Flat Girder 1 2
A0038688
A l Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
Job Reference (optional)
Run: 83.210 s 1 May 18 2018 Print: &210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Page 2
ID:?sOQvilzBGko2hFpRYibz7zOpep-Ts8aZlR7QNKWtQpo3?hluXl4L4hP37RK3XGy_Az8JZ?
LOAD CASE(S)
Standard
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate lncrease=1.60
Uniform Loads (plo
Vert: 1-13=-367(B=-242),6-13=-125,7-10=-20
Horz: 1-10=-5
Concentrated Loads (lb)
Vert: 1 =80 11 =1 3 12=42 14=83 15=48 16=1 89
womal 11.1, 1 13c, nr.Mts('ILL[r UHL TRMS A 0 LiTICM 04CWH Aul-ltv, Urdo Imp f.-Wi ..*,A W-Nsb"s N'qi OF,"i IN WaYL R.—i"J.1 o-- Oins 9—m Idtd u IINTDDI
Is 0— Nup N- 111 SwIrDy TOO .Tr- 9 V tuh,wd "j'at'n '"nvkdqf w W i"IF'O IN T:,,, Tw, i?p lad TOD .11 nk I',] mu'waiffo Anrhony T. Tarnbo It,, P.E.
O.:i f"s; "r ut rh mp—blq gfi f—. N 0.""; V.-I 1 el rlht 1.16, h"j— 04' rnqe a I'V It', I? K W In I", kAn A, I R-I. 1, qp'- 91h TOD W u fidi 0 6 T W.dq m"', aItdow ne I.- of I. r spsml'tf 9 r 80083
IN k*q 911-pl! .'d 44: .'-'s ft. 1DO'-j 14, pwus .1 rkhn' 0 IN WWI 7urj,,r'Ir 6 W.-Im 1KIC phhw Tq T'I nd SKA .' M—d %, I I, rl— 7-10".; 11 fwll b::W d N..:n 9, t I[- kup. I , Nw-hF." .1 N.5i 4451 St. Lucie Blvd.
Crp , pighIC, 7016A I Roothsses ArtlhoqL TD.h 111, P.E. Anthr'l. T.Irh 111, 1`1
Fort P'erce, FL -,4946
T
Tl, w.l., F Q 51A !,, 15d ill b TID It k 04, Is I - D lael I ar TH ....... .. . ef "k led "ta" 1,101 111 d,,r
h*1 IN, Ull- OW m h, TDD, wr
1 5 T - aq c.op_ V, 1: l:ql r vpl?d 1, TO al, ,j,, 1,*q iy Arthony T. Tomho LI-1, P.E.
k 9.z 9' ,1 Ail S TDD W he pm- .1 yrfillen f Il Witiq C. r 8,3083
A451 St. Lucie Blvd.
Fort Deerce, FL 34946TomboIll, H. R,prdudilln.f Ars Jilc-rt, in'any Illm, is prohibited mthol the lifl,e permission fijlm A I RoDf lu,,,, - Anthill, 1, Tmb. 11l, pj
Job Truss
T
us' Truss Type Qty I RYAN HOMES / SUMMERLAND-'
WRCSUKL FLO1 Floor 5 1 0038689
F-t Pi., Al Rnnf T -- F1 1AGA9
Job Reference (optional) -7
0-1-8
H 1
2-6-0
4x8 -
2 3
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:31 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-x2iynNSIBhSNVaO-ciCXQkZApTveoR?UIB?VV dz8JZ
1-8-0 1-10-8 1-8-0 0 -8
Dead Load Defi. = 3/16 in
3x4 = 3x6 FP= 3x4 - 4x8
4 S A 7
C,
j-
22
2
21-2-8
Plate Offsets (X,Y)-- [I:Edge,0-0-12], [2:0-3-8,Edge], [4:0-1-12, Edge], [8:0-1-12, Edge), [10:0-3-8, Edge], [13:0-3-0, Edge], 14:0-1-8, Edge], [15:0-1 -8, Edge], 1 -7:0-3-8, Edge], 19:0-1-8,0-0-12, [21:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIPTCLL40.0 Plate Grip DOL 1.00 TC 0.74' Vert(LL) 0.43 14-15 585 360 MT20 244/190TCDL10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0-59 14-15 427 240 MT20HS 187/14313CLL0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 104 lb FT = I O%F, I O%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-8-2 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1146/0-7-4 (min. 0-1-8)
18 1146/0-7-4 (min. 0-1-8)
Max Grav
12 1146(LC 1)
18 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3715/0, 3-4=-3715/0, 4-5=-4902/0,
5-6=-4902/0, 6-7=-4902/0, 7-8=-4902/0,
8-9=-3713/0, 9-1 0=-3713/0
BOTCHORD
17-18=0/2162,16-17=0/4610,
15-16=0/4610, 14-15=0/4902,
13-14=0/4613, 12-13=0/2163
WEBS
10-1 2=-2391/0, 2-18=-2391 /0,
10-1 3=0/1 714, 2-17=0/1 717, 9-13=-252/0,
3-17=-255/0, 8-13=-995/0, 4-17=-990/0,
8-14=-1 06/727, 4-15=-1 08r733,
5-15=-315/10, 6-14=-31 1 /10
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise inclicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3X6 4x8 3x12 MT20HS FP-- 3x4 4x8 3x6
1.5X4 SP- 3x4
Job I" niss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL FL02 Floor 1 1
A0038690
Job Reference (optional)
k% I moct[ i ru55e5, ron rierce, r L .3,4tt,+o, ciezign(wa i trus5.com
0-1-8
H i
2-6-0
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTelk Industries, Inc. Fri Jun 8 15:36:32 2018 Page 1
ID:?sOQvilzBGko2hFpR-YibzzzOpep-PEGK_iTNy?aD6kzAAQjm y6KltD?XuKdWrl323z8JYz
i 2-5-0
1
1-8-0 0- 1 08 -8
Dead Load Defl. = 1/8 in
23-
0
2,
3x6 = 3x8 — 3x4 = 3x8 MT20HS FP— 3x10 — 4x8 = 5x6 =
21-2-8
19-11-8 0
19-11-8 0_1 N 1-1-8
Plate Offsets (X,Y)-- 1:Edge,0-0-12], [4:0-1-8,Edge], [6:0-1-12, Edge], [9:0-3-8,Edgel, [12:Edge,0-1-8], 13:0-3-0, Edge], [14:0-2-8, Edge], (16:0-1-8,Edge], [18:0-3-12,Edgel,
20:0-1-8,0-0-12], [22:0-1-8,0-0-12], [23:0-1-8,0-0-12]
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate'Grip DOL 1.00 TC -0.78 Vert(LL) 0.48 14-16 490, 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0-96 Vert(CT) 0-57 14-16 413 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB O 81 Horz(CT) 0.08 13 n/a n/a
PCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 106 lb FT = I O%F, 1 O%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOICHORD 2x4 SP M 30(flat)
WE BS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT.CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 12-13.
REACTIONS. (lb/size)
13 233510-3-8 (min. 0-1-8)
19 1027/0-7-4 (min. 0-1-8)
Max Grav
13 2335(LC 1)
19 1052(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
12-22=-1066/0, 22-23=-1066/0,
11-23=-1066/0, 2-3=-3302/0, 3-4=-3302/0,
4-5=-4104/0, 5-6=-4104/0, 6-7=-3067/0,
7-8=-3067/0, 8-9=-3067/0, 9-10=0/917
BOTCHORD
18-19=0/1963, 17-18=0/4104;
16-17=0/4104, 15-16=0/3894,
14-15=0/3894, 13-14=0/1578,
12-13--l-917/0
WEBS
10- 1 3=-1 288/0, 2-19=-2171 10,
2-18=0/1 480, 3-18=-301/43, 4-18=-1 130/0,
9-14=0/1 706, 7-14=-261 10,
6-14=-976/0, 5-16=-296/0,10-12=0/1388,
6-16=-1071712
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Old
0.131" XY) nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do, not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
lncrease=1.00 Plate Increase=1.00
Unifo ' rm Loads (plf)
Vert: 12-19=-10, 1-11=-100
Concentrated Loads (lb)
Vert: 11=-1070
ohTdaven"t " 'W 14 "it"WHI—dif 5C-Dnphp- ImAlt! Em-tp 1!'!d u- IUD r1ps"l, "-p- 0 w polmwo e'p-q'! Anrh6nyT.T0mbaTjT,P.E.
c4',too!5 Nsr %F or Witin is 1k-sf.siWd!.fN 9-, tte he WC' 04, It"IE rV.6 N' 6' biq r& o fN An d4l W oll"y hIld "I Itn' T-1-1.61f Wlljl -ql,
4451 St. Lucie Blvd.
Fort P:e!ce, FL 349146
Copyright 0 2016 A I Root Losses - Anthony 1, To.b. Iff, P.f. Ropl.dodion If this filownt, in aty form, is pinhibiled ithol the wintm pemis'ioo hoot A I Roof Ns'm - Whony 1. Tornbo III, F1.
Job Tru s Truss Type QtY Ply RYAN HOMES/ SUMMERLAND
A,0038691
WRCSUKL FL03 Floor 5
Job Reference (optional)
A] KooT i russes, ron rierce, e-L -,4u4o, oesigntcya nruss.com
0-1-8
H
2-6-0
Run: 83.210 s I May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:32 2018 Page I
ID:?sOQvl]zBGko2hFpRYibzzzOpep-PEGK iTNy?aD6kzAAQjmzy6KrtGzXtxdWr]32 3z8JYz
2-0-12 1 2-0-0 2-0-0 i 1-11-4 _"O -A-8
Dead Load Defi. = 1/8 in
4x8 3x4 3x4 = 3x6 FP= 4x10 3x3 11 3x4 3x3
1 2 3 4 5 6 7 8 9 10 11 12 13
26
3x6 = 3x8 - U4 = 4x8 - 3x6 FP- 4x10 = 3x6 -
19-11-4 25-9-0
19-11-4 5-9-12
Plate Offsets (X,Y)-- [1:Edge,0-0-1 2], [4:0-1-8,Edge], [6:0-1-12, Edge], [11:0-1 -8,Edge), [1 7:0-4-8,Edge], [1 9:0-2-12,Edge], [20:0-1 -8, Edge], [22 :0-3-8, Edge], [24:0-1 -8,0-0-12],
26:0-1-8,0-0-12]
LOADING (psf]l SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.38 19-20 631 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0-77 Vert(CT) 051 19-20 462 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 17 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 128 lb FT = 10%F, I O%E
LUMBER-
TOPCHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SIP M 30(flat)
BOTCHORD 2x4 SP No.2(flat) *Except*
B1: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
23 1007/0-7-4 (min. 0-1-8)
14 36/0-3-8 (min. 0-1-8)
17 1749/0-3-8 (min. 0-1-8)
Max Uplift
14 -163(LC 3)
Max Grav
23 1015(LC 10)
14 208(LC 4)
17 1749(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0,
5-6=-3842/0, 6-7=-2642/0, 7-8=-2642/0,
8-9=-2642/0, 9-1 0=0/1 297, 10-11 =0/1 295,
11-12=-137/426
BOTCHORD
22-23=0/1886, 21-22=0/3842,
20-21=0/3842, 19-20=0/3547,
18-19=0/1080, 17-18=0/1080,
16-17=-426/137, 15-16=-426/137,
14-15=-426/137
WEBS
2-23=-2086/0, 2-22=0/1401, 3-22=-294/16,
4-22=-963/0, 9-17=-2434/0, 9-19=0/1 759,
8-19=-253/0, 6-19=-1027/0,
12-14=-1 74/564, 11-17=- 1163/0,
6-20=-2/694
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x4 MT20 unless otherwise
indic,ated.
3) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 163 lb uplift at
joint 14.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Umq $-'H! n' 'A I IN' U st t*sf LEr' Us' 14 TRAS & In ^411c A' IC 4r'-M'M[N I." vr hup P-6" W'A 'A' . Ns N l D':z,' 3-ml !TN". "t th., 104'f I f.t him'!, %.' h-' - Uns q44 0, TOD .i
IA oe cd W the III) le . 04. 45 11. D"'p [.0- S-dy 1! -1 IUD Fq"sts U 0, pk'-o "!;"r q '!".Aflaf * N h'lp ',! W ,i, 1- vp;14 1, TOO .[!. Me, T I T VS Anthony T. Tembo 111, P.E.
Wit"O fl' LA:M' W111, 1000i-e 4-1 d V .30083
n,' I!,;:
451 St. Lucie Blvd.
Fort Pierce, FL 34946
py,igh](02916A Ikoofliusses Anthanyl.TombollI.P.l. Reprobdiop of ths Joinment, in goy form, i, prohibiled ithful the witren peirnission hon A -I Reel Times - Antf,.on, I. Itrob Ill, P.E.
Job 4, Tr ss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL FL04 F
I
loor 1 1
A0038692
Job Reference (optional)
i,A A moui i iu:stiuti, ran rierce, rL J4ZI40, (JeSigrilcya itruss.com
0-1-8
H 1
2-6-0
1.5x4 11
1.5x4 U6
1 2
14
3
Run: 83.210 s 1 May 18 2018 Print, 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-tR(B2U?jli4kuYNk7E?W9fvkHesGR8mlVUCaVz8JYy
1-3-0 2-1-8 1-8-0 O IrI3
1.5x4 11
1.5x4 11 3x3 1.5x4 11 U6 1.5x4
3 4_ 5 6 7
L
ulll 11 10 9 3x4
JX4 = 3x6 — 1.5x4 11 3x6 =
Plate Offsets (X,Y)-- [IlEdge,0-0-121, [2:0-2-12, Edge], [6:0-2-12,Edge , 9.0-1-8,Ed e], Ll 3-.O-_1-8,0-_0-_12], [15:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.17 10-11 >911 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.22 10-11 >717 240
BCLL 0-0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a
BCDL 5-0 Code FBC2017/-FP12014 Matrix-S Weight: 67 lb FT 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 714/0-3-8 (min. 0-1-8)
12 721/0-7-4 (min. 0-1-8)
Max Grav
8 714(LC 1)
12 721(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1914/0, 3-4=-1914/0,4-5=-1854/0,
5-6=-1854/0
BOTCHORD
11 - 1 2=0/1 270, 10-11 =0/1 854, 9-1 0=0/1 854,
8-9=0/1294
WEBS
2-12=-1 40410, 2-11 =01713, 3-11 =-275/2,
4-11 =-266/260, 6-8=-1 418/0, 6-9=01763,
5-9=-297/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails- Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
V'rd' sup jar—q", al ,a A?,. W l"'! ],IF 3-i'l frt'^' W a, Aek.j I lwb t 1. ldt—' sk' ihr - 0*'1 vtL-m drid . 1, TOO, i
Anthony T. Tombo lit, P.E.
q 80083
4451 St. Lucie Blvd.
6— idi'd kr. [dw.pd " t. N" IT ill lr.!" Al'd T., rass Rsa c lji- Is C -, Wd'i Ns' sw?. Equ" 0 art Whirr All o;!;!:1or4 w. me as a TM 1.
Fort P;erce, FL 34946
epy,iffill C, 2016 A I Roof fiussei Anthony 1. Tambo Ill, P.I. Eepio4udiao of this slocument, in any form, is prohibited ithouttilt wiron purmisims firm A-1 Roof Tiosses Anthony 1. Tomba 111, P1.
L-.11 I . . - — — . -- . — — - -
Truss Typ Qty Ply kY_AN HOMES / SUMMERLAND
FLsOs5G FLOOR GIRDER 1 1 A0038693
Job Reference (optional) I
8
0-1-8
4x4 =
mun: ?j,5.z iu s i may itj zuib Fnnt: ts.ziu s may 18 2018 Mi I ek Industries, Inc. Fri Jun 8 15:36:33 2018 Page I i
ID:?sOQvllzBGko2hFpRYibzzzOpep-tRqjB2U?jli4kuYNk7E?W9fedHi2GSMmIVUca,Vz8JYy :
4x4 = 4x4 —
1-8
4-
4-
LOADING (pso SPACING- 1-40 CSI. DEFL. in loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.o TC 0.21 Vert(LL) 0.01 6-7 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-1-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 1177/0-7-4 (min. 0-1-8)
5 1175/Mechanical
Max Grav
8 1177(LC 1)
5 1175(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1 175/0
BOTCHORD
7-8=0/1 175, 6-7=0/1 175, 5-6=0/1 175
WEBS
2-8=-1644/0, 3-5=-1644/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-7, 1-4=-67
Concentrated Loads (lb)
Vert: 2=-1 032 3=-1 028
PLATES GRIP
MT20 244/190
Weight: 21 lb FT = 10%F, 10%E
q rats, vi' th % I C N TOSS is Sfl: I", -' ,R' i7m L TST A WONIEN'r fir., N* kiq' m 'ni .t' a Ni N., TE lm P4 E 14—t -'i'v WVIV aai,53 I-m meiviat jyo'W
Hit "d . i TO -p— !." pfi- pig, th nqh' 71 it fip u . tt T') 0 I, N hiq, -"p- AN 'M441-
asi it, I,: ,,q ;p,— 4 14 C -i' t4 Anthony T. 1 ombo Ili, P, E,
4 50-0i po:wi i IN W SKA .-N-A a f".4 g4it,'. PH Mtu' ad Mai If ti, I!— tq-i 'o atll
de Blvd, 4451 St. Lj-
2016A I Real htisst APA—T.1'awhill'I'Ar ltp,,d Lli oilhiid t.to ein yl f.lzs.,Ohibitd.l,,l,t,:ne ptimis ior.f,Alkoail,, Fo,' Pie.rc, F-L 34946
Type Qty Ply RYAN HOMES / SUMMERLAND
Supported Gable 1 11
A0038694
Job Reference (optional)
Job russ Truss
WRCSUKL FL06GE Floor
41 Roof Trusses, Fort Pierce, FL 349.46, design@altruss.com
0--8
Run: 83.210 s 1 May 18 2018 Print: 8.210,s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:34 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-LdN5POUeUcqxM27ZIrIE2NBrQh8O?—Om-9E96xz8JYx
01-8
24-7-0
24-7-0
Plate Offsets (X,Y)-- [1: Edge, 0-0-121, [43:0-1-8,0-0-121, f45:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL '10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0-00 22 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 111 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD. 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30.
REACTIONS. All bearings 24-7-0-
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
22
Max Grav
All reactions 250 lb or less at joint(s)
42,41,40,39,38,37,36,35,34,33,
31,30,29,28,27,26,25,24,23
FORCES. (1b)
Max. Comp./Max. Ten. All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 22.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0-131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
P 'w'Itq* 'w4' 'I' kc3f RVMS"K r, RIEUI t "%Ttovs 'Wcm oq'"...
L, Im, hVll-llil ").w It, "d K13 "r—S ""Ft— pe—n. '4—:9 tv *sip d ."k fip'w. 14 IN Wy w 1?11: f" IStp
w0q
Anthony T. Tombo IL, RE
80083
4451 St. Lude Blvd.
Fw-*. Pierre, '-L 34946
Job Truss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
A0038695
WRCSUKL FL07 Floor 7
1
Job Reference (optional)
Al Koot trusses, l--orE merce, t-L 34U4b, oesignt(va itruss.com
0-1-8
H!
2-6-0
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:35 2018 Page I I
ID:?sOQvllzBGko2hFpRYibzzzOpep-ppxTckVGFwzozCh]rYGUbakyP5J2kKt3DozjeO,78JYw
i 2-0-0
5x8 —
US 11 3x6 11
U6 FP=
4x8 — 5x8 3x6 11 U6 11
9 A r A 7 8 A 10 11 12
0--8
Dead Load Dell. = 3/16 in
400 —
13 14 15
276 91
4x6 WO U12 MT20HS FP— 3x6 US WO 4x8
U6 WB—
24-7-0
24-7-0
Plate Offsets (X,Y)-- 1:Edge,0-0-12], [2:0-3-12, Edge], [5:0-4-0,Edge], [1 1:0-4-0,Edge], 16:Edge,0-1-8], [18:0-2-0, Edge], 21:0-2-8, Edge], [24:Edge,0-1-8], 125:0-1-8,0-0-12],
27:0-1-
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) 0.55 19-20 533 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.75 19-20 387 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES W& 0.50 Horz(CT) 0.13 16 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 155 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
24 133510-7-4 (min. 0-1-8)
16 1329/0-3-8 (min. 0-1-8)
Max Grav
24 1335(LC 1)
16 1329(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-4450/0, 3-4=-446210, 4-5=-4454/0,
5-6=-6936/0, B-7=-6936/0, 7-8=-6971/0,
8-9=-6948/0, 9-1 0=-6948/0,
10-11=-6948/0, 11-12=-4494/0,
12-13=-4502/0, 13-14=-4490/0
BOTCHORD
23-24=0/2568, 22-23=0/5969,
21-22=0/5969, 20-21 =0/697 1,
19-20=0/6971, 18-1 9=0/6971,
17-18-0/5994, 16-17=0/2622
WEBS
2-24=-2839/0, 2-23=0/2091, 5-23=-164410,
14-16=-2880/0, 14-17=0/2077,
11-17=-1627/0, 11-18=0/1045,
9-18=-553/141, 5-21=0/1059,
6-21 =-546/147, 7-21 =-706/512,
8-18=-693/526
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0-131"X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
T';'K4Cr-1' '911- 1- lud, W
S . V- 0 1, p0mud --wa Anthony T. Tornb_ P.E.
r 80083
I', .:, D"-r TDNA la pxqns .1 p4ah- 0 1h kit'" t.pw W' lawin:Klrl pil"W " M W WA J'-1 yb- TP -1 M. 1 rpm;b-w ,s km 0 *T.os T-s hs p Eqnw M T- ft0u rv' A451 St. Lucie Blvd.
di0-m I Fort P'erce, FIL '49461101py'ilhl ED 2016 V Root Imsti Aflibeflyl.TombollI.P.I. It, P.I.
Job Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038696
OR 6 1
Job Reference (optional)
VVrV.,0L)r\L. FLL)Q ' F L%-J
IN RoofTrusses, Fort Pierce, FL 34946, design@altruss.com
0-1-8
Hi 2-6-0
1.5x4 11
1.5x4 -
1.5x4 5x10 - 5x8
IA12
3
W3 T1
5
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:35 2018 Page 1
ID:?sOQvl[zBGko2hFpRYibzzzOpep-ppxTckVGFwzozChIrYGUbak m5MYkIG3DozjeOz8JYw
1-8-0 1 2-0-12 1 1-8-0
Dead Load Defl. = 3/16 in
4x6 11
3x6 FP= 3x6 FP=
4A 11 5x8 500 U3 I
6 7 8 9 1011 12_ 13
AA11
14 15-
1
16
H_00063
7-1
29
28 27 26 25 24
4x8 502 3x8 MT20HS FP= 5x8
23 22 21 20
3x12 MT20HS FP-
8-
26-7-12
26-7-12
19 18 17
5x12 4x8
Plate Offsets (X,Y)-- [1:Edge,0-0-12], [3:0-5-0,Edge], [5:0-4-0,Edgel, [8:0-3-0,Edge], [9:0-370,Edge], [ 12:0-4-0, Edge], [14:0-5-0,Edge], [17:Edge,0-1-8], [19:0-6-0,Edgell
20:0-4-0,EdgeL[2 0-3-0,0-0-0],[24:04-0,Ed -6-0,EdgeL 28.'Ed e,0-1-8 [29:0-'1-8,0-0-12],[30:0-1-8,0-0-12] ge], [26:0
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 40.0' Plate Grip DOL 1.00 TC 0-23 Vert(LL) -0.56 22-23' >562 360 MT20 244/190
TCDL 10-0 Lumber DOL 1-00 BC 0.46 Vert(CT) -0.77 22-23 >409 240 MT20HS 187/143
BCLL, 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.12 17 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 205 lb FT - 1 O%F, 1 O%E
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE(flat)
4) Refer to girder(s) for truss to truss connections. BOTCHORD 2x4 SP 240OF 2.OE(flat) 5) Required 2x6 strongbacks, on edge, space d at
WEBS 2x4 SP No.3(flat)
10-0-0 oc and fastened to each truss with 3-10d
BRACING-
TOPCHORD
0.131" X 3") nails. Strongbacks to be attache . d to
Structural wood sheathing directly applied or 6-0-0 oc walls at their outer ends or restrained by other means -
purlins, except end verticals.
6) CAUTION, D not erect truss backwards. 0
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S)
REACTIONS. (lb/size)
Standard
28 1448/0-7-4 (min. 0-1-8)
17 1448/Mechanical
Max Grav
28 1448(LC 1)
17 1448(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
3-4=-5351/0, 4-5=-5373/0, 5-6=-8339/0,
6-7=-8339/0, 7-8=-8339/0, 8-9---8669/0,
9-1 0=-8360/0, 10-11 =-8360/0,
11-12=-8360/0, 12-13=-5418/0,
13-14=-5395/0
BOTCHORD
27-28=0/3019, 26-27=0/3015,
25-26=0f7197, 24-25=0/7197,
23-24=0/8669, 22-23=0/8669,
21-22=0/8669, 20-21 =0/8669,
19-20=0/7230, 18-19=0/3079,
17-18=0/3084
WEBS
14-17=-3361/0, 3-28=-3302/0,
14-19=0/2529, 3-26=0/2551,
12-19=-1957/0, 5-26=-1969/0,
12-20=0/1228, 5-24=0/1240,
10-20=-297/69, 6-24=-295/71,
9-20=-994/353, 8-24=-10101336
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated.
4.r T I,f. jj f t,f-
Wd -N #W' 'Wo h s'i I. 2,oi,'W$t h" kithony T. Tombo 111, P.E
1, 6-1w N W tt' K'g !.,I '04 j a W N qpml 0 t ID a kli ! 0 o fi i,, nc:' wil.I Wqc i-I.. A w'3 'WI 80083
4451 t, Lude 13W.
epydghIZ; Mb A I Roof flussti A'.1 . hm T. famh 111, 1`1 Rtpohlio n of thii hfomta ir, afly lom.s p.hibh , d Aool 1h, --Ve. pemissiol. Ire. A I Rod NIli Aghooq 1. f000bo III, P.1
Fo,' wfe, 34946
Job Tru s Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
WRCSUKL FL09G FLOOR 1
Job Reference (optional)
Al Root I russes, t-ort Flerce, FL j4946, design(T)a 1 truss. com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:36 2018 Page I
ID:?sOQvIlzBGko2hFpRYibzzzOpep-HOVrq4WuOD5fbLGyPFoj7oH6CUfbThADRSjGBqz8JYv
I
0-1-8
H
2-6-0 2-0-0 2-1-12
5X6 5x6
3x3 11
U6 FP— 3x6 FP— MSH422
Dead Load Defl. = 1/4 in
24 23 22 21 20 19 18 17 16 15
5x8 5x12 3x12 MT20HS FP— 3x8 MT20HS FP-- 6x12 5x10
1.5x4 SP— 1.5x4 SP=
5x10 5x8 —
26-7-12
26-7-12
Plate Offsets (X,Y)-- 2:0-5-0,Edgel, [4:0-4-0,Edgel, [7:0-1-8,Edge], [8:0-1-8,Edge], [1 1:0-2-8,Edge], [1 5:Edge,0-3-0], [17:0-4-0, Edge], [19:0-3-0,0-0-01, [22:0-5-0, Edge],
23:0-6-0,Edgel, [24:Edge,0-3-01, [25:0-1-8,0-0-12]
LOADING (pso SPACING- 1-4-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0-61 17-19 519 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0-67 Vert(CT) 0-84 17-19 376 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.10 15 n/a n/a
BCDL 5.0 Code FBC2017[TP12014 Matrix-S Weight: 222 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SIP 240OF 2.OE(flat)
BOT CHORD 2x4 SIP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purtins, except end verticals-
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
24 1245/0-7-4 (min. 0-1-8)
15 1817/Mechanical
Max Grav
24 1245(LC 1)
15 1817(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-493410, 3-4=-4950/0, 4-5=-8106/0,
5-6=-8106/0, 6-7=-8106/0, 7-8=-9237/0,
8-9=-9726/0, 9-10=-9726/0,
10-11 =-9726/0, 11-12=-7559/0,
12-13=-7538/0
BOTCHORD
23-24=0/2722, 22-23=0/6774,
21-22=0/9237, 20-21=0/9237,
19-20=0/9237, 18-19=019237,
17-18=0/9237, 16-17=0/9356,
15-16=0/4142
WEBS
13-15=-4481/0, 2-24=-2955/0,
13-16=0/3721, 2-23=0/2417,
11-16=-2241/0, 4-23=-1969/0,
11-17=0/402, 4-22=0/1446, 10-17=-328/0,
8-17=0/1 132, 7-22=- 1720/0, 7-20=0/342,
8-19=-282/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated.
4) Refer to girder(s) for truss to truss connections.
5) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
7) Use USP MSH422 (With 1 Old nails into Girder& 1 Od
nails into Truss) or equivalent at 20-3-4 from the left
end to connect truss(es) FL05G (1 ply 2x4 SP) to front
face of top chord, skewed 6.0 deg.to the left, sloping
0.0 deg. down.
8) Fill all nail holes where hanger is in contact with
lumber.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced):,Lumber
Increase=1 -00, Plate Increase=1 .00
Uniform Loads (plo
Vert: 15-24=-7, 1-14=-67
Concentrated Loads (lb)
Vert: I I =-1 131 (F)
N I'fui .6'MW" M "', 06p N—'.DFW 't! I T b"m I!I, f! 'fe— u- 11 '!' m
Jd 'W" '44 k 2 'Og' A, T, h9mm 5jvf-'.' ft "g . q TO 0 b, W ' tuq 0 itpeu U W" .9, N lt'q' 'u"r MIn !ftv t -
4mlq 4,'
Aothony T. Tombo 114, RE.
All w W Ttli m-w W-4! ie-- jlfi p 12-i u 4—'4 1,4., 0.e -
z 80083
M M' 1 ' N'
4451 Sr. Lurie Blvd.
For, Pieve, -L 34946
Job T ru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
0 A0038698
WRCSUKL FL10 Floor 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss. Gom
0-1-8
H 1
2-6-0
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:37 2018 Page 1
ID:?sOQvilzBGko2hFpRYibz7zOpep-mC3DlQXWnXDWDVr8zzJyg?pAWuwqCARMg6SC Gz8JYu
1-3-0 2-0-8 2-2-0 1-3-0 W
Dead Load Deff. = 3/16 in
3x4 =
4x8 1.5x4 11 3x6 FP= 1.5x4 11 3x4 1.5x4 11 3x10
9 4 5 6 7 8 9
3x6 11 6x6 =
10 11 12
3x6 3x8 — 3x6 — 1.5x4 I i 3x6 — 3x8 MT20HS FP-- 4x8 =
Plate Offsets X,Y)-- [ 1: Edge, 0-0- 1 2f,_j2a0-3-_1 2, Edge L1
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER-
TOPCHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SP 240OF 2.OE(flat)
BOTCHORD 2x4 SP 240OF 2.OE(flat) *Except*
B2: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc;
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
12 1094/0-3-8 (min. 0-1-8)
20 1094/0-7-4 (min. 0-1-8)
Max Grav
12 1094(LC 1)
20 1094(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3490/0, 3-4=-3490/0, 4-5=-4568/0,
5-6=-4568/0, 6-7=-4568/0, 7-8=-4080/0,
8-9=-4080/0, 9-1 0=-1 196/0,
10-1 1=-1 1018/0, 11-12=-1 196/0
BOTCHORD '
19-20=0/2054, 18-19=0/4295,
17-18=0/4080, 16-17=0/4080,
15-16=0/2840, 14-15=0/2840
WEBS
12-14=0/1 588, 2-20=-2271 /0,
11-14=-251/0,2-19=0/1588, 9-14=-1817/0,
9-16=0/1 475, 4-19=-890/0, 8-16=-490/0,
4-18=0/405, 6-18=A24/0, 7-18=-145/890,
7-17=-334/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks torbe attached to walls at their
outer ends or restrained by other means-
0-1-8.Edael. [12:0-1
CS1. DEFL. in (loc) I/clefi L/d
TC 0-86 Vert(LL) 0.45 17-18 525 360
BC 0.99 Vert(CT) 0.62 17-18 387 240
WEI 0.76 Horz(CT) 0-03 12 n/a n/a
Matrix-S
4) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1-4-'0
21:0-1-8,0-0-12]
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:101lb FT=10%F,10%E
Ilhsuslje-rtl' ; ' v p fet— S r - k-'Mcg: r"WIN, IN, TO, ft oNs A ,A III. . INS I ,$I De!:p N nj TH, "i N Aek.f 1 h—;H' VE III!— St.! ihr, — udn td—w 04-1 . III IDD, -t
I, .!y I '!hi?,;,."p:,,i,i,,4,.t,t.",iiiiii. AnIhony T. Tombz) sIr',.Tty by— tt TOD ...N.", a 141 p9moti In —"q 'I't irdo me I'S I P.E.
IW! ta r';V.'!:Iv Itstjj,Ij,, ,d [,.- IN' 30083
Is S': 141D) W 1. IIAIrIl! .1 plign. It III t1ft-I (wr',IISM Ntfief h"'rat"."g1r; ptl"L" If fil .1 tICA ., MmNd 1. qt—1 DN9— TP:-If:.;Ik;,,f,,,,!i.,t,,.i,,:.,Vlk i;,SN,,I,,,T-,,),St F,.".Jf,.1sy*,,,:.Is L St. Lucie Blvd.
AD .,I, MiId TICK I Fort P:erce, FL 34946
y1.TombrIIllJ.I. Repedi6on Df th,s ilower,,,t, irt ay Imm, is pfohibiled vifirtut the winets permissiie fiem A-1 fmf Trusses ApthonI.Iomh.1101
Job Truss Truss Type Qty Ply RY N HOMES / SUMMERLAND
WRCSUKL F 11GE Floor Supported Gable 1 A0038699
Job Reference (optional)
6, uubiyii waiuusb.com Kun: oj.z iu s i may its 201b F1nnt: 8.21U s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:37 2018 Page 1
ID:?sOQvl[zBGko2hFpRYibzzzOpep-mC3DlQXWnXDWDVr8zzJyg?pMXu94CLkMg6SqjGz8JYu
0-8
0"1 -8T'l
3x6 FP= 3x3 =
2 3 TI 4 5 6 7 8 9 10 11 12 13 14 15 16 17
C 35
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
3x6 FP=
3x3 —
20-1-8
Plate Offsets (X,Y):j gd e,0-0-12], f35:0-1-8,0-0-12],L37:0-1-8,0-0-121 —
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0-0 Rep Stress Incr YES WB 0-03 Horz(CT) -0.00 18 n/a n/a
BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 89 lb FT'- 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing -
REACTIONS. All bearings 20-1-8-
lb) - Max Grav
All reactions 250 lb or less at joint(s)
34,18,33,32,31,30,29,28,27,25,
24,23,22,21,20,19
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ity) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i-e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
10fluss5zSH lf';,-'-,Etltiici,9,11 40:L")$,rl,,mi.tufff';"x Ovio, ri-, "-1ptf, _ .,. .
Nrtthoty T. Tombo If;, P.E
80083W14., W 411 *—f . .l t't . M`w W o' r, 0i 1. q-1 mp- SA
4451 St. Uj-ie Blvd,
P W:11'444—NTr':
opyrighl 2016 A I Roof Twsei An.1hoo,y L Inanhe 111, PJ Rep,, For, Pier, e, Fl- 3,!946tiaoa! this doiaaeen. in any .jhhl the, Ter flen rtmil,ion Ile. A I bal hasm
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCLKIL H_16P Diagonal Hip Girder 2 1
A0038700
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210s May 182018 MiTek.1ndlustries, Inc- Fri Jun 8 15:36:382018 Pagel
I D:?sOQvl IzBGko2hFpRYibzzzOpep-EOdcFmY8YrLNqfQKXgq BDD M MAI MoxovwvmCN Fjz8JYt
1-5-0 7-8-9
2
3x4
2.83 Fl 2—
10 Tl
Bl
12 13
7-8-9
7-2-14
3
ad Load D I i,
4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.26 4-9 >348 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0-62 Vert(CT) -0.26 4-9 >360 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.02 S," hYa n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 26 lb FT 10%
LUMBER -
TOP CHORD 2x4 SP No.2
6) Hanger(s) or other connection device(s) shall be
BOT CHORD 2x4SPNo.2
provided sufficient to support concentrated load(s) 73BRACING-
TOPCHORD lb down and 57 lb up at 2-1-0, 73 lb down and 57 lb
I
Structural wood sheathing directly applied or 6-0-0 oc up at 2-1-0, and 38 lb down and 50 lb up at 4-10-15,
purlins.
and 38 lb down and 50 lb up at 4-10-15 on top chord,
BOTCHORD and 55 lb down and 12 lb up at 2-1-0, 55 lb down and
Rigid ceiling directly applied or 10-0-0 oc bracin 9- 12 lb up at 2-1 -0, and 16 ' lb down and 45 lb up at
4-10-15 and 16 lb down and 45 lb up at 4-10-15 on
MiTek recommends that Stabilizers and require bottom chord. The design/selection of such
cross bracing be installed during truss. erectionfln connection device(s) is the responsibility of others.
accordance with Stabilizer Installation guide. 7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (13).
REACTIONS. (lb/size)
3 171/Mechanical
4 81/Mechanical LOAD CASE(S)
2 340/0-4-4 (min. 0-1-8) Standard
Max Horz 1) Dead + Roof Live (balanced): Lumber Increase=l -25
2 100(LC 4) Plate Increase=1.25
Max Uplift Uniform Loads (plo
3 -1 16(LC 4) Vert: 1-3=-60, 4-5=-20
4 -79(LC 5) Concentrated Loads (lb)
2 -302(LC 4) Vert: 1 0= 1 14(F=57', B=57) 13=-9(F=-4, B=-4)
Max Grav
3 183(LC 19)
4 131 (LC 3)
2 406(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all area's where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 116 lb uplift at
joint 3, 79 lb uplift at joint 4 and 302 lb uplift at joint 2.
W-1Ilk 01 Py 11T, p j inil a ,J no, 15D 1, h ,ld. IS i T hsill [Ibl— fI hplW, ri sii I, Ill, TDO -ip- Ill --,- of it, ph"wd up"m 'i Mal ir It, hqui Ill N!, d?;4.14 Ill 11 TDD W!.Mll TN, -,I, Olip I.Ifnills, WAR Anthony T. Tombo - P.E.
S-3083
A:'...,;,T..NTDD,.dl,,,,s.13 d,t,f 9,ld,,Ic.t.MSOVtl,.h."9(sl';,,Wi,,,,',T,dStIA,,1!,.,,,p p4- TF-I ka- ill 4,451 St. Lucie Blvd.
it"m" Milli 4, 14'w q'd ini ii Inlj iv 0 pars'l"i"L Th, T'lis'Uisq, Elqll Fort P:eice FL 1 34946
Copyright CI 7016 A I Tombo Ill, P.I. Reproduclion of ibis imoneril, in my form, i, pwhibili,d ifhout 1b, fron. p,roksi.fl 6. A-1 Roof hm,es Anthoiref.Tomboffl,fi.f. Zt
Tru s Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
A0038701
L HP Diagonal Hip Girder 5
Job Reference (optional)
At Hoot I russes, I'-ort Pierce, -!- 34946, design(o_)altruss.com
1-5-0
c
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:39 2018 Pa e 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-ibB_S6YmJ8TESp?W40LQ-lQvabihHg6Xf7Qxwo9z8JYs
4-6-5 9-10-1
4-6-5 5-3-11
2x4 = 1.5x4 11 — —5
Dead Load Defl. = 1/16 in
4-6-5
4-6-5
9-10-1
5-3-11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0-05 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240
BCLL 0 0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a
BCDL 10-0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.04 6-7 999 240 Weight: 41 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-3-3 oc
purlins-
BOTCHORD
Rigid ceiling directly applied or 9-2-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 164/Mechanical
2 541/0-4-9 (min. 0-1-8)
5 341/Mechanical
Max Horz
2 169(LC 4)
Max Uplift
4 1 17(LC 4)
2 238(LC 4)
5 77(LC 8)
Max Grav
4 164(LC 1)
2 541 (LC 1
5 341 (LC 1
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-1 1=-10851306, 3-11 =-1030/307
BOTCHORD
2-13=-402/1030, 13-14=-402/1030,
7-14=-402/1030, 7-15=-402/1030,
6-15=-402/1030
WEBS
3-7=0/287, 3-6=-1068/417
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft,
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 117 lb uplift at
joint 4, 238 lb uplift at joint 2 and 77 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb
up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7,
and 71 1 b down and 98 lb up at 7-0-7 on top chord,
and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb
up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8,
and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1 -25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-83(F=-42, B=-42) 13=-7(F=-3, B=-3)
14=-17(F=-g, B=-9) 15=-71(F=-36, B=-36)
i. -in H ;A,,0 CWI D. 41 In- In 'A I Urt 11,110 ; fflir R1114 TURS & OQGC.i (IM f- Y'41 ft,tp P—III" oq 'IA ssr?, sa riii Nsl 5': F 3—i'l JK'?, "i IN WWI 1, In1s' ir, H III'— I$.: Us's ott""s' dotd an tie TIN).
AITO 1—.4, p— i,IP 0 IsIt fl, me 15D 111, 0C A, , T— D,,ip , Sr:W4, Elp.iri"V 'W " ao! IDD "r-0, .1 —71- a 11, sqvtta'a 'ns; Mof r rh ii,p , the q, Ni, t pia!d ar, TDD W r Wsr IN N m:p —pa, 49 as tmtm- s'adrily An hony T. Tornbo III, P.E. H I'o al Im, T'IIN "I hilfin is to, I q 10 1, 1-, fir, ii-" "Wat i3el '; sh Whig D I- -win 0 I.,s IlL V W% W ne vi b i it r1ir ors rK-I 1, opp": a ais -D5 II I'M a 6s T s,J,. tA 1 ap le k,; j& ,,I r a gi
r- I 7
IN 9, ft or, ;v.' W —s s,l .: o me TDD A pxvti .1 yakl- 0 as Waiii f.p.rat Wly K-Iar.%S plo,,W t,, M 1,4 TA ,I dt—u". gulv pA-. TP. I A:- A 'spvvi::M, 6'411 ta 1. 's hs,psi, T. , D,s p Fop— lad Tr,ss ftift, s,. -s; 4451 St. Lucie Blvd.
oppighl CI 2016 A I bol T, osse 5 - Anthony 1. Tombo III, P.f. F.apadis diss. af A is iomment, in lay farm, is pralrbiud wilhout the finsm permission 1; arn A I R ossf Trasse s - A Prison, 1, lombis III, P. f.
Fort Pberce, FL 34916
I - -A
Job Tru s Truss Type Qty Ply RYAN HOMES/ SUMM RLAND
A0038702
WRCSUKL J6 Jack -Open 10 1
V Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8-210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:40 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-AnlMgRZ04Sb54zaie5sf[eRoo66yPi oM4hUKbz8JYr
5-6-0
5-6-0
2s,4 =
Plate Offsets (X,Y)-- [2:0-0-6, zdqeL_
LOADING(pso SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
SCILL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 140/Mechanical
2 283/0-8-0 (min. 0-1-8)
4 72/Mechanical
Max Horz
2 100(LC 8)
Max Uplift
3 -79(LC 12)
2 -110(LC 8)
Max Grav
3 140(LC 1)
2 283(LC 1)
4 99(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - Alt forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18-, MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TC 0.41 Vert(LL) 0.04 4-7 999 360 MT20 244/190
BC 0.38 Vert(CT) 0.09 4-7 729 240
WB 0.00 Horz(CT) 0.00 3 n/a n/a
Matrix -MP Wind(LL) 0.07 4-7 905 240 Weight: 19 lb FT = 10%
5) Provide mechanical connection (by others) of truss
to -bearing plate capable of withstanding 79 1b uplift at
joint 3 and 110 lb uplift at joint 2.
LOAD CASE(S)
Standard
Uml 'A I 13(1 91,11'. TEN 051014,10R*; LKICMHNWN 1- 1,* d'sip A
Aif k um, ps,,'s sbAl e, ,,d W fist 13D 1, oe 04. i , T- D.ip f.ts- S.4111 111wil Is .4 1. V no !'PuW, . -Psos. d 1' pell"u.0 'n-m! va'p-Hot, tH 4"si.,4 th '*Js Nis eoistti a W IN .1t. Wti TM Th. Out, 11d;q alft- lvff&ft A',th ny T. To. b, H!, P.E.
I Rr Idth 7;D0A.!hdi 0 n! d,fi. Wol, wql, 4,111119.1. IN k. . Als 4 W r1sWv*!:q '1 - 30083
fl fi TDOW In pxtas .1 p4dws 4 Ik! WWI C'.fso Wdy r1h4d f 11 W slfAva rd-d 1. pai'l FA- IN M.; 1i """. !ViNs nod &I., "I?]s,,% hures, besi )"o E.0- i rass ..si 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
opysighte, 2016A I loot Trusses - Anthony 1. Toribo III, P.E. R'p.dudion of this dowment, in a" IOTM, is P?Dhibiled without the w1inen permission from V Roof Trusses -Anthony 1. lootho 111, F.I.
Job Truss Truss Truss Type ty Ply RYAN HOMES / SUMMERLAND
WRCSUKL J6E Jack -Open Supported Gable 2 A00387013
Al P—f Tn,,,,, Pn Pi— ri IAOA A—
Oy 10 4UiO I H IL- O.Z 1U s may to zu to mi ieK inaustries, Inc. Fri Jun 8 1!):36:41 2018 Pagel
ID:?sOQvilzBGko2hFpRYibzzzOpep-ezJktnalrmjyh79vcpNuq-IjVVg88nybkQlslz8JYq I1-0-0 5-6-0
0-0 5-6-0
1.5x4 11
4
6 5
2x4 1.5x4 11 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.00 1 n/r 90TCDL10-0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 1 n/r 80BCLL0.0 Rep Stress IncrL YES WB 0.09 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4l SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and =required
cross bracing be installed during truss erection, in
IaccordancewithStabilizerInstallationguide.
REACTIONS. (lb/size)
5 30/5-6-0 (min- 0-1-8)
2 185/5-6-0 (min. 0-1-8)
6 273/5-6-0 (min. 0-1-8)
Max Horz
2 98(LC 8)
Max Uplift
5 14(LC 8)
2 79(LC 8)
6 95(LC 12)
Max Grav
5 30(LC 1)
2 185(LC 1)
6 273(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-209/315
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterion(2). zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 14 lb uplift at
joint 5, 79 lb uplift at joint 2 and 95 lb uplift at joint 6.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 22 lb FT = 10%
V fri, XE 11 T " 07CM:'Mr. AW9Ltu;vcNr,-. Yet i"i!p f'.i IS' tii, Tl" D'Vp N."I, UK al Wwt T, ;4" i&' 01'.11i sV.ld IS IN, My
Ihqv4h-'rd '1K.Itsivt Anthony T. Tombo 1174, P.E
WN Ii'::Cq ki-0.1tsii Will W SKI 141— M I In—
A='qiW:AI-5-A'fi'.i":. 4451 St. Lurie Blvd, Zt ItpodSlio. ol this dof.mtnj: in - lamisPohibittil Iht ' MA VIW5141 It= A I Roo! bOM5 Fo z Pierce, -L 34946
Job Truss Truss Type QtY PlY RYAN HOMES / SUMMERLAND
A0038704
WRCSZlKL J6P Jack -Open 4 1
Job Reference (optional)
F l Koof i russes, ron: rence, t- L j4'e4o, oesign(c_va i truss.com
1-0-0
1 -G-0
2x4 =
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:41 2018 Page I
ID:?sOQvIlzBGko2hFpRYibzzzOpep-ezJktnalrmjyh79vCpNuqr_ylVPk89EybkQlslz8JYq
5-6-0 1
10 -
6-44-11 5-6-0
5-1-8
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.12 4-9 546 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.06 4-9 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 19 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-6-0 oc
purfins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing-
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation gu ide_
REACTIONS. (lb/size)
3 130/Mechaniral
4 61/Mechanical
2 304/0-3-0 (min. 0-1-8)
Max Horz
2 100(LC 8)
Max Uplift
3 -85(LC 8)
4 -53(LC 8)
2 -204(LC 8)
Max Grav
3 130(LC 1
4 92(LC 3)
2 304(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 85 lb uplift at
joint 3, 53 lb uplift at joint 4 and 204 lb uplift at joint 2.
LOAD CASE(S)
Standard
nt 5tlfr Ga, R I I WS U-MIM (IS I am rMOMAMENI I.i. V'A? kup pwrierm W "d M!, in N' IF.$ Ntl N."I P01i W 1. ArAtif 1, 1.1m, t 1. Iduut, S1.1 Wi,' - ad's 1 '0" 'i" owul te A, MD, Wy
mallk -"' F-Ps 541i 'W 1. fint Do It m '04. 45 , 1, ' 001. Itp- wldtrr Ery-, la sid n ny TOD -ilunums it nuittute d lit pi[Fisind folitwitl mptisildo, It, h,p 4 lk .qp IF,!, uplA it A, IDD i.11 .J,, Tt_1 In, j,.p lid a,kint, Anthony T. Tombo ffl, P.E.
ul d'u, I: I., in Itillit! 1, 11, 'n'.5tithly 9.. N.". It, [it whal kq- t',t m4e d tur IF(, I? W .11 tit I";i Wfiq ra ud r.M. 'It, I It. TOD .,A ! fifli ,, it 6, l.". W.64 Wq. .."t. m4flow tul k02 M; s? he if 80083
IN lu w I.; "i C.-trc ..'is it; -, Fit IN A he pW-.1 pkhwd fit 946.1 (.upus. sih IWT) "ItAti'l It td SKA " ro-06 ". ?-I pilmuh IP I ft- 1 alp-m*:his W 6". V -kiF I- 0"'Fttr I- 5's E .. .1 rn!s ..sir. 4451 St. Lucie Blvd.
All -46.4 i0l 1. Fort Pierce, FL 34946
A -I Indlossn Wharyl. TDMbO ill,P1 Reprodoclion ofthis btunnem, in ;fly furn, iprolibiled m1houlihe witen pontissionfiern A-1 RoDf Trusses -Anthorry 1. limbo III, P.L
Job T ss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
WRCSUKL J Jack -Open 15
A0038705
il
Job Reference ( ptional)
A-1 KOOT trusses, ron: merce, 1-L 34 14b, cesign(a_)aitruss.com F<un: 83.ZIU s 1 May 18 2U18 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:42 2018 Page 1
I D:?sOQvIlzBGko2hFpRYibzzzOpep-6gs647bfc3rpJGk5mWu7N3XO9vhgtcU5qOAbOUZ8jyP
1-0-0 7-0-0
1 0-0 7-0-0
4
U4 = 4
7-0-0
7-0-0
Dead Load Deft. = 1/8 in
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1-25 TC 0.93 Vert(LL) 0-10 4-7 823 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 4-7 349 240
BCLL 0-0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n1a
BCDL 10.0 Code FBC2017/TP12014 Matrix -IMP Wind(LL) 0-21 4-7 399 240 Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No-2
BRACING- LOAD CASE(S)
TOPCHORD Standard
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek re ornmends that Stabilizers and require
cross bracing be installed during truss erectio
accordance with Stabilizer Installation
REACTIONS. (lb/size)
3 183/Mechanical
2 342/0-3-8 (min. 0-1-8)
4 911/Mechanical
Max Horz
2 156(LC 12)
Max Uplift
3 129(LC 12)
2 99(LC 12)
Max Grav
3 183(LC 1)
2 342(LC 1)
4 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone- cantilever left and right
exposed ; end vertical le exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10-0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 129 lb uplift at
joint 3 and 99 lb uplift at joint 2.
4-14! ?-tIt 'A I U USESrsffif OE 4; TEN & (AMICINS I.,, Ird, J"'j. P-"* M "Il A?, "WNIS )'F. ],I -I TO: .0 tor 10.l 1'"I F1 I'l— lI?. UnIm. lAlr.iI, Ono! no til TDD,W?
f mI, fr.; str .. MIN! olot "s"'!i6fity if,, N.'k 0-% ',,wad "lic ti, Wk.! D"i'-.t6-mo dtu K Ili nk, 116 b:i-A .5 io-1. Th 491,11 0 14 0 ti, T-1 J,dq Lq;' ",l q'. ilit'110—i Irk Anthony T. Tombo 111, P.E.
30083
Milk ky. r0w.?"I I", in dfiq k dl W.I. -4 i lefussOlsigOnli 4451 St. Lucie Blvd. Zh 2016 A 114of lrossti - Anthony 1. Tomho 11L N. Reproducing of this ilocument, in GRY form, is Prohibited w4ficut the written permission from A-1 Roof Trissei - A,1mDmvT. lonsholli, PA.
Fort Pierce, FL 34946
Job Tru s Truss Type Qty Ply !RYAN HOMES/ SUMMERLAND
A0038706
WRCSUKL LOIG Hip Girder
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s I May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:43 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-aMQUITbHNNzgxQJIJEQMwG39uJOyc1 bF22v8xwz8JYo
1-0-0 5-6-0 10-6-0 16-0-0 17-0-0
1 0-0 5-6-0 5-0-0 5-6-0
4x4 =
0-1-1
5-6-0
LOADING (ps, SPACING-. 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2X4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 4-5-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 1075/0-3-0 (min. 0-1-8)
5 1075/0-3-0 (min. 0-,1-8)
Max Horz
2 35(LC 8)
Max Uplift
2 782(LC 4)
5 782(LC 5)
Max Grav
2 1075(LC 1)
5 1075(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD-
2-3=-2325/1680, 3-19=-217311632,
19-20=-2173/1632, 4-20=-2173/1632,
4-5=-2325/1681
BOTCHORD
2-8=-1548/2156, 8-21=-1565/2173,
21-22=-1 565/2173, 7-22=-1 565/2173,
5-7=-1534/2156
WEBS
3-8=-209/361, 4-7=-213/361
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
1.5x4 11 3x4 =
5-0-0
CS1. DEFL. in loc) I/defl L/d
TC 0.99 Vert(LL) 0-23 7-8 845 240
BC 0.81 Vert(CT) 0.22 7-8 883 240
WB 0.14 Horz(CT) 0.05 5 n/a n/a
Matrix -MS
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads-
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 782 lb uplift at
joint 2 and 782 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 215
lb down and 232 lb up at 5-6-0, 70 lb down and 98 lb
up at 7-6-12, and 70 lb down and 98 lb up at 8-5-4,
and 215 lb down and 232 lb up at 10-6-0 on top chord
and 127 lb down and 186 lb up at 5-6-0, 52 lb down
and 76 lb up at 7-6-12, and 52 lb down and 76 lb up
at 8-5-4, and 127 lb down and 186 lb up at 10-5-4 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20
Concentrated Loads (lb)
Vert: 3=-168(F) 4=-168(F) 8=-97(F) 7=-97(F)
19=-70(F) 20=-70(F) 21 =-41 (F) 22=41 (F)
15-7-8
Dead Load Defl. = 1/8 in
4x4 =
PLATES GRIP
MT20 244/190
Weight: 64 lb FT = 10%
17
w: n,;sts csflur, mm: TaKs oc1110S rys1]K,,-Wq"'rK11V_rj"AI§7 I- V'A hup F—d", .4 ,a 'k, Nilms 5,s:F vilk 16.f I twh I'L Irma, Am ww'- M's oh-m add It,
AT,, 0! Mi ! i-'d*r4UDti1i-1k kilqf , M, J,,r n, TDD .11, 1k I.N. T11 i lql 1.4 oy 31VI-S, 101WO Anthony T. Tombo H!, P.E.
W 1," 0 13, Ir- f.'r "i I"Ifiq i, 0 V' k C..", 11, 6161 hul- A I. 111, 13;1" 1 n' I"si kA:q A, .1 TkI d III 'DD 11111! fillf -sl 0 61 wIlmi WWOW imt t'u:': in! tE IN, F'iv.41. 0 t 80083
N N:9. D" A451 St. Lucie Blvd,
Fort Pierce, I'L 34946
opy'ighl C, 2016 A-1 lolabo III, P.E. Reprododion .1 this docoment, in any folla, is prohibiled withoul Iht W(inen ilmolksiliff flom A-1 Roof Irusses AnhonyL lorato 111, PA.
Job Truss Truss Type Qty Piy-- YRYAN HOMES / SUMMERLAND
WRCSUKL L02 Hip 1 1
A0038707
JJ. f. ob Reference (optional)
1-0-0 7-6-0
7-6-0
Run: 83.210 s I May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:T6:44 2018 P e 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-2Y—tvpcv7h5XYatUtxxbSUcNmjQlLUkOHifhTMz8JYn
M-bO 16-0-0 17-0-0
1 _0_ I
7-6-0 1 :0-
4A
4x6
3 4
Dead Load Defl. = 1/16 in
1.5x4 11
3x4
1.5x4 11 3x4
1A
6
7-6-0L4 1 15-7-8 1 P-OTOI7-1-8 1-0-6720 7-1-8 b64-
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0-23 7-18 >841 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 7-18 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.03 5 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 59 lb FT 10%
LIJIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 3) Provide adequate drainage to prevent water
WEBS 2x4 SP No-3 ponding.
BRACING- 4) This truss has been designed for a 10.0 psf bottom
TOPCHORD chord live load nonconcurrent with any other live
Structural wood sheathing directly applied or 4-2-4 oc loads
purlins. 5) * This truss has been designed for a live load of
BOTCHORD 20-Opsf on the bottom chord in all areas where a
Rigid ceiling directly applied or 3-9-9 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
MiTek recommends that Stabilizers and requir d 6) Provide mechanical connection (by others) of truss
cross bracing be installed during truss erection, in to bearing plate capable of withstanding 460 Ito uplift at
accordance with Stabilizer Installation guide. joint 2 and 460 lb uplift at joint 5.
REACTIONS. (lb/size)
2 700/0-3-0 (min. 0-1-8)
5 700/0-3-0 (min. 0-1-8)
Max Horz
2 45(LC 17)
Max Uplift
2 460(LC 8)
5 460(LC 9)
Max Grav
2 700(LC 1)
5 700(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1 101/1742, 3-4=-988/1742,
4-5=-1 101/1742
BOTCHORD
2-8=-1 526/982, 7-8=-1 544/988,
5-7=-1526/982
WEBS
3-8=-313/211, 4-7=-313/211
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf ' h=15ft;
Cat. 11; Exp C; Encl-, GCpi=0.18; MWIFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; porch left and right exposed,C-C for members
and forces & MWIFIRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=11.60
LOAD CASE(S)
Standard
In'. 1 Uc WSPS 5RUEr, 611'.11K TfIRS A 1— Ivor fi pf—gn' W 'A .1% 1!., 3,12P.)-il Hr, 'm & Arkmyt 1.)11, ah".w 00-i .. 4,19D.
Atsrhony T. Tornbo ?.E.
r 80083IDDmffi, prcln—d olk! 1.44of ('.rnm Swf' Wlmvwgv l' '01"W il MW SKI PA— i.— KI'm ky. i. nhq ly dI W.I. .",int III I V 'o,!tv.q'.'r—"o'fiNdi'Tfl 1, A.451 St. Lucie Blvd: 11 ( 2016 A-1 Rod Nsses - Aflth..y 1. Tembo 111, P.I. Reptodudion of Ais ficoment, in a" form, is prohibited without At wiine. pffmissito from Ad Roof Nssr' Fort Pierce, FL 34946
Job Tru s Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038708
WRCSUKL L03 Common
Job Reference optional)
A,1 Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:45 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-XkYFj9dXu DNAkSgReSq?h8Xp7jz4wEXWMOF?pz8JYm
11 -0-0 8-0-0 16-0-0 17-0-0
0-0 8-0-0 8-0-0 1-0-0
c c
4x6 =
3
1.5x4 11
Dead Load Defl. = 1/16 in
3x4 = U4 =
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20. 0 Plate Grip DOL 1-25 TC 0.84 Vert(LL) 0.24 6-16 791 240 MT20 244/190
TCDL 1 0.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.18 6-16 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.03 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 56 lb FT 16%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No-2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-8-6 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 3-11-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 700/0-3-0 (min. 0-1-8)
4 700/0-3-0 (min. 0-1-8)
Max Horz
2 48(LC 17)
Max Uplift
2 457(LC 8)
4 457(LC 9)
Max Grav
2 700(LC 1)
4 700(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1 088/1734, 3-4=-1 088/1734
BOTCHORD
2-6=- 1514/968, 4-6=-1 514/968
WEBS
3-6=-6281338
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterion(2) zone; cantilever left and right
exposed ; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1 -60 plate grip DOL=1 -60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20-Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 457 lb uplift at
joint 2 and 457 lb uplift at joint 4-
LOAD CASE(S)
Standard
01
Ug" N!"'r lek.y I 1'h 1 . Z011d—%w'fo-'.
Anthony T. Tornbo 111, P.E.
Thqp 30083
do.; I 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
oppilhi 0 2016 A I loot husses - Amloidy 1. Tomb* 1113.1. Reluodpoi0m mithh4ofumeni, ino4ylmm, ispohihiied wilhoullht wFinem peimissiophomA-1 RoofTrusses Aothany T. Tomb 111, Pd.
Job Tru s Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
A0038709
WRCSUKL M6 Monopitch 4
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Fri Jun 8 15:36:45 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-XkYFi9dXu_DNAkSgReSq?h8gi7qN4xqXWMOF?z8JYm
1-0-0 5-11-4
1-0-0 5-11-4
1.5x4 11
4
1.5x4 11
4-4-0 g B-g - " 4-4-0 - V-13 --4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLIL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.05 6-9 956 240
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.02 6-9 999 240
9CLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matri X-MP
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SIP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-11-4 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 221/0-8-0 (min. 0-1-8)
6 303/0-8-0 (min. 0-1-8)
Max Horz
2 105(LC 8)
Max Uplift
2 151(LC 8)
6 167(LC 8)
Max Grav
2 221 (LC 1)
6 303(LC 1)
FORCES. (1b)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-2081305
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left exposed ; porch
left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members-
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 151 lb uplift at
joint 2 and 167 lb uplift at joint 6. -
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 10%
I "'F Ellfrt ROA: HIM 0HNTIChS(JtTA,'sV;I'F KK1CV-EFW[lI-- I.- y'dy In'. wanel., I.-d ,I 'Am hi I - g's:.)—i"1TN!. virk Adsof I N, Id..' %.' 'w' - oom: 9W,ist dotil atkF TDO,aly
0 ms u .."t, 9 N r0mlad w II, h1v ", It, '&P Nss ga-14 &I * IDD all, alu MO. Tk iaqi misap— hdw; Fugm.- s0dilp? Anthony T. Tombo 11T, P.E.
W 01,T; gh" " OIt "'poig'gty A I. In. r. e—"' 'A'174 Ipt .' IF, Winq Dnp,!, 0 111 IK, I? gr M o' W- kOv, W, -1 KI. 1, 9 th IN A al Will m, 0 6! T.", wlaiq W41. svq" t"41104. at W: . n' a r 80083
4451 St. Lucie Blvd.
All 'Vge.Wvm "'. 1,11"1011 Fort Pierce, FL 34946
2016A I F.eproduaioo of this dotungent, in 44y Iwo, is piobibned ilhout At witten permission fionifl R.oflosses Anthony 1. lorlb 111, P.L.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
I
WRCSUKL M6E Monopitch Supported Gable 1 1
A0038710
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:46 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-?x6dwVe9flLEoult?Mz3XvhsNWDQpOehkO8oXFz8JYI
11-0-00 5-11-4
5-11-4
1.5x4 11
4
6 5
2x4
1.5x4 11 1.5x4 11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 n/r 90
TCDL 10.0 Lumberr DOL 1-25 BC 0.12 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep St ess Incr YES WB 0.12 Horz(CT) 0-00 n/a n/a
BCDL 10.0 Code FBC2017rTPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-11-4 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 17/5-11-4 (min. 0-1-8)
2 198/5-11-4 (min. 0-1-8)
6 308/5-11-4 (min. 0-1-8)
Max Horz
2 116(LC 8)
Max Uplift
5 11(LC 8)
2 95(LC 8)
6 128(LC 12)
Max Grav
5 17(LC 1)
2 198(LC 1)
6 308(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-250/397
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1:60 plate grip DOL=1.Q0
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building, designer as per
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 11 lb uplift at
joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6.
8) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 10%
U.-M ,4. M 'A I 10f TEW t Mor"'As [u,"I'm WHI7. I(MCIDE101' Y.. Telfoi:rFne, J-oj, T S DV D[f, 41! 4.'—, T. Im. fl' F E 14,,w 5,66., - UO.,s
kithoiy T. Tombo ill, RE
f"Ij -0 1411 t M 0. 4 80083
q .1 to V W W. tTtw' W. r— WIa.-,.s II -Mla5W g—f jvik, 111-140-, 114., 9. I!- Ni r f,v- M 11 MnAe—, 4.m 4451 St, bicie Blvd,
L 34946Frs. I Pierce,
qbf 201.6 A I hot hists Avth.. I, T-h IR P.E. filooki oo of this d-wol: in my tom, splabibit,d Iht .61tto pemmico ho- A I Roof bom Aothony. I. I-bo III, P-1.
Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND
I
A0038711
WRCSUKL MG7 Jack -Closed Girder 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.corn
i
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:47 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-T7g?8rfnQcT5P2c3Y3UI46E 4wS5Yi8qzgtL4hz8JYk
4-1-1 1 _V i
I
4-1-1 2-0-15
1.5x4 11
OX0 —
3x6 11 6x6 =
4-1-1
4-1-1
7__9
2-10-15
1
Plate Offsets (X,Y)-- 1:0-3-0,0-2-_11], [5:OA-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) 0.04 5-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.08 5-7 999 240
BCLL 0.0 Rep Stress Incr NO VVB 0.68 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017rFP12014 Matrix -MP Wind(LL) 0.04 5-7 999 240 Weight: 38 lb FT = 10%
LUIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-2 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and require
cross bracing be installed during truss; erection,,n
accordance with Stabilizer I id,
REACTIONS. (lb/size)
1 1503/0-3-8 (min. 0-1-8)
4 1541/Mechanical
Max Horz
1 138(LC 8)
Max Uplift
1 446(LC 8)
4 516(LC 8)
Max Grav
1 1503(LC 1)
4 1541(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-2184/631
BOTCHORD
1-8=-672/2013, 8-9=-672/2013,
5-9=-672/2013, 5-10=-672/2013,
4-1 0=-672/2013
WEBS
2-4=-2345/783, 2-5=-504/1779
NOTES-
1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. ll Exp C; End, GCpi=0.18: MWFRS (envelope):
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live. load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 446 lb uplift at
joint 1 and 516 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 832
lb down and 266 lb up at 1-5-12, and 832 lb down and
266 lb up at 3-5-12, and 832 lb down and 266 lb up at
5-5-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
I Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 1-4=-20
Concentrated Loads (lb)
Vert: 8=-832(F) 9=-832(F) 10=-832(F)
01.0A. .'A -R1111 t 'CQ-.TQXJ Isil' ]IU![I- w w pa,-ws i,,Id I, M, !.'s MIP N-q"Tpi P lrm. T. [of. IF I L W-! 5,00., 0-m 'Tw. T, RA r- N' My
it'I'd -m, plan hit I, -A 'N 14 i, Wis A I's; a".p imlm it st,"4., M, I' I TO "Y'Sea-i 0 4 rdnSwi, tq-'. 1. N' d"M It V S;';I' 4.1i'd 1,t IN I War M I N inp as S"r- ahn 11r!d!1m, Ithony T. Tomto M, RE.
4 80083
4451 St. bibe Blvd.
ar'ip fq'* i, 07 Ix 1.4.&1 110in, . T S!')'. Eq- dot Id9ml. kik"'WA kf-' " fthu. TP
For, Pieue, I_ 34946
liptil"wa ol this dawastal. inmay lom, pohibit,d cfhoal the .'illen FeIntissian ham A 110.1 busiesZi
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUKL VM3 Valley 1 1
A0038712
6, Job Reference (optional)
i i Koor i russes, ron: t-ierce, V L i4v4o, oesigrl i Eruss.com
C7c
9
Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:47 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-T7g?8rfnQcT5P2c3Y3UI46E3pwZqYsjqzgtL4hz8JYk
3-0-0
3-0-0
3
2x4 1.5x4 II
LOADING (pso SPACING- 2-0-0 CS1.
TCLIL 20.0 Plate Grip DOL 1.25 TC 0.10
TCDL 10-0 Lumber DOL 1.25 BC 0.05
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/TP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SIP No-2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 84/2-11-6 (min. 0-1-8)
3 84/2-11-6 (min. 0-1-8)
Max Horz
I 43(LC 12)
Max Uplift
1 -21(LC 12)
3 -39(LC 12)
Max Grav
I 84(LC 1)
3 84(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasc1=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft;
Cat. 11; Exp, C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0wide will fit between the
bottom chord and any other members,
5) Provide mechanical.connection (by others) of truss to
bearing plate capableof withstanding 21 lb. uplift at joint
1 and 39 lb uplift at joint 3.
I
DEFL. in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n1a 999
Horz(CT) 0.00 n1a n/a
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 10%
rm-- , — .? '11. R ,,car qr..'CKNXIFR:.krf-. Wllms.i
ny T. Tombo Ili, P.E. Anthor
vb'sllOi Is. f ls:-." is lInt rlll,-A. 4 as, t" 0-, s qmn!4 b4a.'" lsv!w-l". 0* lit, W Ist W o'lna;Als and M 1. 80083
hI"NWINO"anif ' A 10 T' W 7s, pm's W 0-- W—W 5.p— S'41' psInad ly'll W SKI I-c! 14." 11-140- as .144., 0 t. N- Ni.kv-.: &"y t ...... . 4451 t. Lude BIA,
Fo— Piefm, R 34946
IsspyTight t 2016 A I Real hosses Anthuyl-Tombe III, P.E. hpcd"ia. .1 Ihis kansent: in any vdonl lh .,:yen litimission han A I tod lmsn Anthony 1. la-b- 11L P1
Job Tru s Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
WRCSUKL VM5 Valley 1
A6038713
o
Job Reference (optional) I
A] KooT I russes, ron: vierce, 1--L 54!34b, aesign(c_vaitruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:48 2018 Page 1 i
ID:?sOQvilzBGko2hFpRYibzzzOpep-xJENLBfQBvbylBBF6n?XcKm9NKseHJz CKdvc7z8JYj
5-0-0 t
2
3
2x4 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20-0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0-00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 1b FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals-
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 164/4-11-6 (min. 0-1-8)
3 164/4-11-6 (min. 0-1-8)
Max Horz
I 83(LC 12)
Max Uplift
1 -41 (LC 12)
3 -75(LC 12)
Max Grav
1 164(LC 1)
3 164(LC 1)
FORCES. (lb)
Max. Comp./Max. Yen. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat- 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads-
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
1 and 75 lb uplift at joint 3.
wo-'4.wl 1593 1 'M.rowow W". ttc ik, vda.1.1,1.1y
i'l 0, ttg . M -Put 0.
Antho.qy T. Tombo III, P.E.
li, NUI k0p" W fioil.. u t I "i. t,,. TK W pw—w t enttl 0- r ::d 4 sg j je-— r'Sll to]:M ty Tf W SK t
40 (434 f— 0,111itivilkIp''u". 4::",ilA;i-ii,,.",i,h,ii 7 l;, 4451 St. Lurie Blvd.
Fmt Pierce, Fl- 34946ZhC'2'0;6 A I Roof of lltk dotorntnt: I,, tof fof.,: pohibild Aoul ptimissio. Ito. A I Roof Imi"AnthanyLlootbollLPf.
TYPICAL HIP / KING JACK CONNECTION STDTL014ANUARY17,2017
CORNERSET GENERAL SPECIFICATIONS
MAX -LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe
772AO9-1010 "-,,Nails @ TIC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BIC
Attach End Jack's
Attach Corner Jack's.
X W/ (2) 16d Toe Nails @ TC &
w/ (4) 16d Toe Nails @ TC < BC (Typ)
3) 16d Toe Nails @ BC
CD
Attach Corner Jack's
6 / (
2) 16d Toe Nails
TC & BC (Typ)
vi, " 'j. I QDF 11%V wnw tttw, t Iclom, b, lgd! I N, hft, 'I ?13d, W,t
0-4 wirw An zinon v I 'Aombo 111, P.E.
lwi 1. W144gil n-iwb*A. Dl—. 0o V vf, N"al.19M N &.M dm 2` u
IP.M., 445tSt-Wd& Ivd
iowl TW Fqrt,Piere, q 3
oppiIN C 2016 A I Regi m,s AnTI.Opy 1. 446 111, P1, kepfi l:
FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03
ALTERNATE DIAGDNAL BRACING TO THE BOTTOM CHORD
HORIZONTAL BRACE
SEE SECTION A -A)
2X6 DIAGONAL BRACE SPACED 46'
D.C. ATTACHED TO VERTICAL WITH
TRUSSSES
F_ 24' D.C.
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
IfffiaLaw
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
E E t NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
FORT PIERCE ' FL 34946 2X4 PURLIN FASTENED TO FOUR
772AO9-1010 TRUSSES WITH (2) - 16d NAILS
1' - 3' MAX. EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MINJ.
DIAG. BRACE
0 PROVIDE 2X4 BLOCKING BETWEEN
AT 1/3 POINTS THE TRUSSES SUPPORTING THE
IF NEEDED BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
IT IS THE RESPONSIBILITY OF THE BLDG. 5) - 10d COMMON WIRE NAILS.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENOS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTHDAI rADIC - I
FOLLOWING NAIL SCHEDULE.
RDICN rMK INC
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG
NAILING SCHEDULE: VERTICAL
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' Of.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE
TRUSS
URAL
TRUSS
THM
I -
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUOS ONLY. ,
STANDARD PIGGYBACK TRUSSAJLY17, 2017
CONNECTION DETAIL
STDTL04
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- D.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772404-1010
PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8"
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"O.C. PLATES
ADDITIONAL PIGGYBACK TRUSS INFORMATION-
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48* O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5' X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2"X 8' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
B
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' OfJ A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
80083
4 51 St. tluc'Q Blvd:.
h'*lo pdwm'm'i'e'_. wo'a Fort Pierce, R 6
Feptktioa ail ll,' tommm, m? tw v' is 0f ion ptmi0o' ho, -1 tof ksle, - Idul 1, logic lll pl,
Y 17,2017 -T-RUSSED VALLEY SET DETAIL - SHEATHED STDTI-05,
GENERAL SPECIFICATIONS:
1- NAIL SIZE = 3" X 0.131"= 10d
2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT-
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" O.C- MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A'.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
A'l ROOF TRUSSES 6. NAILING DONE PER NDS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010 TRUSS
VALLEY
TYPICAL)
RUSS BASE TRUSSES
4 ii N
LE END, COMMON
3S, OR GIRDER TRUSS
SECURE VALLEY TRUSS TRUSS CRITERIA:
W1 ONE ROW OF 1 Od WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
NAILS 6" O-C- WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1,60
MAX TOP CHORD TOTAL LOAD = 50 PSF
ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O-C- (BASE AND VALLEY)
SYP TO THE ROOF W1 TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS45 (1/4" X 4.5") WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
An"hany I TIgT,b-D jlj I5,
80083Peop4w" R) UIr-11 N "IMP-1111 114 kIv If
1451fqzwIf- md'l'i P'fi j. Ipp St. imc.- lflv-
CoPp,01®r 2016A.1 Rod Tr,mv - knihOlt TO.W0, P1 Eepodultroa OJIF kamem. iv cry iarm. Is pr . hin,
I
For', Plie!cp, FL P-946l!Iw Amisrep FtmiWM Iftm A -I foof f1mes - kl apv T,Iombd III, F1
FEBRUARY 5,2018 TRUSSED VALLEY SET DETAIL STDTL06
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131" = 10d
2- WOOD SCREW = 3"WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24 O.C. MAXIMUM) AND SECURE PER DETAIL
A'.
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DF IGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48* O.C.
FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010 TRUSS
SECURE
W/ c
BASE TRUSSES
VALLEY RUSS
TYPICAL)
UE: I MIL e%
NO SHEATHING) N.T.S.
nv'o! tr", fWM 10 T
GABLE END, COMMON
TRUSS, OR GIRDER
P F 1-2 VALLEY TRUSS TRUSS
TYPICAL)
SEE DETAIL"A"
BELOW (TYP.)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH'2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W1 TWO U
MAX SPACING = 24"O.C. (BASE AND VALLEY)
SID
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
910x.
r4. qi'*je 'eA. irk FA-4 NJN
IN .4 Mi 0 W'k k
w lu Aft. 71141-5,
Anuxmy T.:'rjlbb hf, P-E, pw 0- 1 8083
A451, S, Luci BlVe.
Fut Pieic' Fl.:34946
JULY 17, 2017
1 1 x %_)p L_ L.1 V /-%L-. t— L__ I %..? 1— 1 L_j L_ I /-% I L_
STDTL07I (HIGH WIND VELOCITY) I el I
Av
A-1 ROOF TRUSSES
4451 ST ' LUCIE BLVD.
FORT PIERCE, FL 34946
772AO!-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:,
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24"O.C_ (BASE AND VA
0 1 — I L T UN— -- T I UOO O MU3 I DC
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD H I I BOTTOM CHORD
o o
0
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
P-1-ft—r-4,'.11.16*1 I LIN %1[hilAt I- W't tok, UW F' R';tlu'*;J 1441V km
IT T.— 111 0
AmLliony I. lombo lll R.E.:.
80053,
4-51 St.lude Blvd.
Fort P,PfcfI R 34946
FEBRUARY 17,2017 STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' D.C.
VER1
STUD
SECTION B-B
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772AO9-1010
RUSS GEOMETRY AND CONDITIONT' FSHOWN ARE FOR ILLUSTRATION ON
DIAGONAL BRACE 4' - 0' D.C. MAX.
i , 1: I
qGS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END
ATTACH DIAGONAL GRACE TO
BLOCKING WITH (5) - 10d NAILS
DIAGONAL BRACING L BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE. PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. 'CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - D' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED G' D.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 rAMI C CTHn ncm crTTnm IAPPTS 00 EXCEEEDS L/240
STDTLO8
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED S' D.C.
2) 10d NAILS
INTO 2X6 2XIS SP OR
SPF #2
2X4 SP OR ___'JVTYPICAIL I
SPF #2 HORIZO NTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
4) Eld NAILS MINIMUM ROOFPLYWOODSHEATHINGT6SHEATHING
2X4 STO Sl
2) - 10d
5e.
1
12, /z, NAILS
DIAG. BRACE
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED
TRUSSES.
10. 10d AND l6d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4SP#31STUD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13
2X4 SP #3 / STUD 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15
2X4 SP #3 1 STUD 24"O.C. 2-8-6 3-11-3 5-4-12 8-1-2
2X4 SP #2 12"O.C. 3-10-15 5-6-11 6-6-11 11-8-1 4
2X4 SP #2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0
2X4 SP #2 24"O.C. 3-1-4 3-11-3 6-2-9 1 9-3-13
DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-GRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES DVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR, I BRACES MUST BE 2X4 SPF #2 OR SP #2.
TRUSSES @ 24' D.C.
2XG DIAGONAL BRACE
SPACED 48' D.C. ATTACHED
TO VERTICAL WITH 141 -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 STDTLO9 41
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
72-409-1010
T-BRACE / I -BRACE DETAIL
WITH 2X BRACE ONLY
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -GRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2XIS OR 2XB 10d 6" D.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / [-BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PUES)
NAILS
SPACING
k
A
A
A_
A
A
k
t''
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2XIS T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS NAILS
WEB
C(
WEBNAILS
I -BRACE T-BRACE
SECTION QUAILS
EIBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTLl 0
l
too=
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE ' FL 34946
772-409-1010
0 MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
IXG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
kLONG A FLOOR TRUSS.
NOTE 1: 2XE; STRONG13ACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
ruur Or Z IKUIVUMALr, Wu NUI
USE METAL FRAMING ATTACH TO VERTICAL TTACH ITO VERTICAL USE DRYWALL TYPE SCREWS)
I "'
ANCHOR TO ATTACH WEB WITH (3) - lod CAB, W TH (3) - 10d
TO TOP CHORD \NAILS (0.131' x 31) NAILS (0.131' X 3,). ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0.131' X 3')
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0.131' X 3')
ATTACH 2X4 VERTICAL
To FACE OF TRUSS.
FASTEN TO,TdP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0.131'
X X) IN EACH CHORD
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' DIA.)
ATTACH TO VERTICAL L INSERT SCREW THROUGH
SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO
NAILS (0.131' X 3') EDGE OF STRONGBACK (00 NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2XG 4' - 0- WALL BLOCKING
STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0- LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTLl 1
A
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
FORT PIERCE. FL 34946
772-409-1010
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
OIA SP OF HIF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
z 135 93.5 85.6 74.2 72.6 63.4
162 108.8I 99.6 86.4 84.51 73.8
vi
128 74.2 67.9 58.9 57.6 50.3
z 131 75.9 69.5 60.3 59.0 51.1
148 81.4 74.5 64.6 63.2 52.5
lTHIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELDW.1
IVIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS
EXAMPLE: NEAR SIDE
3) - 16d NAILS (0.162- DIA. X 3.5-) WITH SPF SPECIES BOTTOM CHORD
NEAR SIDE
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY x NEAR SIDE
ANGLE MAY
VARY FROM
30* TO 60*
45.00'
ANGLE MAY
VARY FROM
30* TO 60o
45.00'
SIDE VIEW
2X3) 2 NAILS
i NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60*
45.00'
1%
F EBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
UPLIFT TOE -NAIL DETAIL STDTL12
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
Lo
131 59 46 32 30 20z
0
i
135 60 48 33 30 20
Lq.162 72 58 39 37 25
0 128 54 42 28 27 19
LD
z
z
0
1
131 55 43 29 28 19
LU
148 62 48 34 31 21
L0
120 51 39 27 26 17
z 128 49 38 26 25 17
0
131 51 39 27 26 17
0 148 57 4-4 31 28 20
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.S') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND OOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XIS BEARING WALL
NEAR SIDE E
FAR S
SIDE VIEW
TOP PLATE
OF WALL
IVIEWS SHOWN ARE FOR I
ILLUSTRATION PURPOSES ONLY
END VIEW
L
NAIL
NAIL
MAY 15, 2018 TYPICAL 2X2 NAILER ATTACHMENT STDTL13
2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
NEW 2X2 SP NO. 3 ATTACHED TO
OVERHANG WITH (0.131"X3") MIN. 3 NAILS
NOTES:
1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS.
tjml ;us's ticmEm.
Anthrjny T Tomb-o'll, P.E, i.lw,r
4451 SL Lo6e Blvd.
Foit io2, FL 34946
I
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C. —
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT -
GIRDER
VARIES
4) 12d
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24 11
O.C.
SIMPSON H5
Map'— . —,t— a . psi.lmd ji—q III III li l,, o I- W' i. IlI 1. 111 wzII ho9y
IV, w ki s,, ilnia"w. m "I' iv mw-1— - w.m'
io W1 I!w 1!- 'tq' F'
451FolPiv-e, FL 149-16
ll.f1tow, Im r—" I I
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, ANDFEBRUARY17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 157 LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38
1
57 42*
1
3169
1
4754 2900 4350 2451 3677 2511 3767
44 66 48- 3657 5485 3346 5019 2829 4243 2898 4347
UIVII-It tUUALLY I -RUNT AND BACK
ATTACH 2X- SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OFTHETRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (.131' OIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING INTHEMAINMEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCA13 LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
00 NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHENTHEREQUIREDREPAIRSAREPROPERLYAPPLIED, THE TRUSS WILL 13E CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOIDUNUSUALSPLITTINGOFTHEWOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X- ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
F,AUARY 17,2017 SCAB APPLIED OVERHANGS STDTL16
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' 11-C
TOP CHORD: 2X4 OR 2XIS
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SIFF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24,
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN IFORPLATESIZESANDLUMBERGRADES
a0 BOT TOP
0
CHORD CHORD 2
z 0
Z
0
5 V
M Wz z20X0 > yet 0 M " " . . 0 00M0
q I ix 1. 1>1 2 W 1, c) so0 ;a Va 5
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Z Z z
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z :.0
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Is
0 M 0 xf W x 01 X
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0
a, -17IPI1). A) RaisfingDesigner (hurt h
TWW'KAICEMENT Dfid'GM NOTE: The e,iga a ... raption
a '."'
Isliv a, us, War via building mri ie;m e-f rrww' aj hildwfi, the ii,p—liflity of he O-l-, she Ovars" ..J. I'! a, the
or 01D)ofy—rid he,, been prepared Initiation Its—in,firusluen dcruninals by he TOoilInatfirre— ESftarrtulsl Eagraerflaig Doluarsital,c), insladi.g'.My ip"ifikelis" final have been Writhed In At RW Trust,, in w1ifiall by the RD far the Building, The T-s Ds,iga ka.irg(s) JIDD(,)] mal— Illustrator MissileIlyupathe -uraq ad at protest IsIllelt a ,.a, its, .,at
eineirnals anmlisurnagtheMalineead6mosinofthework. Th. design rills'to the f All TDOi jolso referred to at times as EISI,stimal Daltigared lagm-ing D—manal,E]) in, p.,ialty o-turskarnp.,unt designs and may be part of the pv.j,,f', detailed or ithmil submittals. As the Tioss Design Engineer, the real provided hers and on any TOO r ,
s) ..... r only a, . paid,
af,;,,
a,h... been fz, e,,,d to Anthony Tombs. F.E. by At fast Trusses, ra ep-yi .1 pro[ ... ismil argin-ims ... pan,,bll,ly I., the do,, a so 91. True, J pitted an 11h, TOO only. oth— eqldiridl by is, major' —11all or -0-fian ob—auirl,, haduding May pi,6liroll.m, . TPD identifying the I —lion of mh first, as assumed by Al Roof Trusses based on its ton- of the protest onliss, d.—ni,i, is p-drid,Whin the TPD (Lo. ha,hnal uslimilid, or shop ifieveng
to jo,rall.lion, it due, hot seal . air, the ,at .1 any TOP. Anthony Tombs, F.C, seal an city lPD cornier that the individual truss designs ate based on the no,doring shown and ihat the dimensions and loads shown entire refuterred drawings match that positioning. Arthory Taints, PE. seal designates sposificalOythal IN has been created In complisn" with the latest version of]Pl I. The Sailding,Designet is responsible
far .,it ` mrs. Suruo"ol solernitI.Is (,.c shop d—ing,$) sholl be se
tiar bal (a.dirsto and review the TOD, and this IN for compatibility with their written engineering t,quisem,
an, is . al
r,ia ad by the IT lot ourpolibuily with the design a[ the Wilding or finesse, omladmg subanirdil,darrarmat, prepared by aihn,, defe 4 .b.iti.1 cla.momy and phood,,unmowl summers, Intraview shall uslarda a notation matter ag that the reviewed
clocam have boon found to be an general (onformonEe with the design of the building (or $a make sprifift, sorr, t' al.d and to ionsun far to.). In the ob—, this reunion Al Roof Trust., ill a —id, it, Buyer ith the design assumptions ar,til, par the d-morl,, to design irdmid,.l il-lural building components and provide any IPD, par TPI 1. The T-s Design Eagi.... I, NOT responsible far the
following far ding but not inakal 1. Transfer of Istind loud from the raO a the he., wells, Corrosion of lfvss!r to the bestial support, Design of the burning lqpms, Temporary and pa,mmamt building stability Ii ... Ing required in the an! aad!a, floor yslins, Transfer of rulikal leads down 1. the foundation, C] Onan of the foundation ad soft, Analysis of the .of rrd isr (to., di.sphsagras :( the building, (?hn,,tiaa a(
a!! ! fire ,ap, of qlrk f he 1-s d"hja'oh0no"--n-rnv tied by the 0 mi the Ooraar' ullhssruiid ep!!,! a, the red 772 1!1010 I.,
rmol and,w floor diefolueps la he 1—, Speslying the loads used I i the design of Iss trusses and so ash: N 0 k Rqf T,a,- no, Anthony To"'Im, P.R. Is !ft Rallaung Designer ii Troy purn far nt btlihaing: If any tugmst n 9 1-ult,
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lotl 05KensingtonReserveSummerlandKGRSE Builder Name: RYAN HOMES
Street: 3870 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (2626.7 scift.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=1 1.0 1264.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 289.33 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1384.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft'
6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R=
I
ft
11. Ducts R ft2
7. Windows(219.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25
a. U-Factor: Dbl, U=0.35 166.75 ft2
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dbl, U=0.34 5.00 ft2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 3.184 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons
8. FloorTypes (1381.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features
b. Floor over Garage R=1 1.0 291.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.091
Total Proposed Modified Loads: 66.87 PASSTotalBaselineLoads: 67.98
I hereby certify that the plans and specifications covered by Review of the plans and ST
this calculation are in compliyancewi the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: Before construction is completed
Cl
DATE: c)-27-18 Snott Prqtt this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, a dipsigned, is in compliance Florida Statutes.
with the Florida Energy Code.
OWNER/AGENT:- BUILDING OFFICIAL:
DATE: 9/28/2018 DATE:
Compliance requires certification by the air handier unit manufacturer that the air handier 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 6.50 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.050 Qn for whole house.
9/27/2018 5:07 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
W
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
4 L r-
j jDocumentedConstructionValue: $
Job Addrvss:
Parcel ID:
Historic Districtt Yes El No r]
ResidentiaLV 'Qommercia]El
Type of Work: Addition Alteration Repair 11 DemoEl ChangeofUse,E] MoveEl
Description of Work:
Plan Review Contact Person: Title:
ir none: Fax: Email:
I --, Property Owner Information
Name: -
7
Phone:
Jr)
Z, Street:
Resident of property?:.
City, St7ate,Zip:,
Contractor Information
Phone:
Street: Fax: Ltov- (P15
6()ft-3nDL( City, state zip: State License No.:
Name:
Street:
Oty, St, zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
W , ARNING 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
FINANCRqG " 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 2 separate permit must be secured for electrical work plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
I
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
41
NOTICE: In addition to the requirements of this pern-dt, there may be additional restrictions applicable to this property that may befbundinthepublicrecordsofthiscounty,. and there may be additional permits requi red from other goverrimental entities such as Watermanagernent,districts, stateagencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the propertyof the requirements of Florida Lien,Law, FS 713.
The City of S ' anfor ' d requires payment of a plan review fee at the time Of Permit submittal. A copy of the executed contract.is requiredin, order to, calculate a,plan revlew charge and will be considered the estimated construction value of the job at the time of submittal. The, actual construction value,will be figuredbased on the current ICC Valuation Table in"effect,at the tirrie,tbc, permit is isAccordanceIviih sued, in
cal 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 dolne'in compliance with all applicable laws regulating construction and zoning,.
Signawe orowner/Agent Date
Print OwIner/Agent's Name
Signature -NN-111Y-St.le .ffl.nd.Dare
Owher/Agerit is Personally Known to Me or
Produced ID Type of lb
nature olf Contractor/Agent Date
Q'k nKrbac
P fit 0ontractor/Agent's Name
W/3
Signature of"Notary-State ofFlorida Date
PAMELA S TERNUS
Commission #.GG,110622
01
Expire'sAugust , 7 20 21
61-60 nru Sudoo Wtwy stmm
Contractor/Agent,iS PersOhally,Kno,ln:to Me orNpeProducedB) of ID
I Oil
Permits Required: Building,E] Electrical [] Mcchanicafl PWmbingn Gas.F1. Roof r]
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 D No n # of Heads
APPROVALS: ZONING.- UTILITIES:
ENGINEERING: FIRE:
COMAIENTS:
Fire Alarm Permit: YesE] NoE]
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
UES Project No: 01UNIVERSALWorkorderNo: 941FF
SCIENCES- ENGINEERING' Report. Date:
Environmental SciencesCon5UItantsIn: Geotechnical Enaineerina
In-PILace Densitv Test Rmort
Client: Ryan Homes
UIES'Iechnician: Carmelo Cdadrado Pa
4307 Vineland Road Suite H-16 6T,
ate Tested: 12/27/2018Orlando, FL 32811
Project: Kensington Reserve, House L ing
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Lot 105 3870 Crawlev Down Loop) Type of Test:
Material: Native Field: ASTM b-2937 Drive Cylinder Method
Reference Datum: 0 Bottom of Footing Laboratory* ASTM D1'557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requii emerii of Laboratory Proctor maximum dry density-
Test
No. Location of Test Range
VlaximumDptimum
Density
pcf)
Moisture
I%)
Fi6l(8.bry
Density
Ocf),
Field
Moisture
m
Soil
Compaction
Native
Depth
in . ch)
Pass
or Fail
1 East Footer 0-1 ft 105.4 12.2 103.15 8.8 98 N/A Pas!
2 South Footer 1-2 ft 105.4 12.2 105.0 8.1 100 N/A Pas!
3 West Footer 1-2 ft 105.4 12.2 1 d5.4 8.3 100 N/A Pas!
4 Northeast corner of Pad(TOF) 1-2 ft 105.4 12.2 iI03.4, 9.2 98 N/A Pas
5 Southwest corner of Pad(TOF) 2-3 ft 105.4 12.2 105.3 8.9 100 N/A Pas:
I
11 Remarks: (TOF)"—Top of Fill
1;-#, fh_ i-,J --h- -11 --4 -,k-;##-,4 ----,4,, ^f ^fi-f -4
DESCRIPTION AS FURNISHED: Lot 105, KENSINGTON RESERVE, os recorded in Plot Book 87, Poges B65
92, throbgh PLjb1'c Records of Seminole County, Florido.
BOUNDPIRY FOR / CERTIFIED TO: Ryon Homes1NVR Inc.
SILVER LAKE INDUSTRIAL PARK REPLAT
P. 8 . 46, POS. 54-62)
8.9.)S 89045'53" W
50.18'
9
W _ 4 30S ,
7* 12'5 4
5,00'
5. 32'
4 ' 05'
3 01'58'58" W Av
CRAWLEY DOWjV LOOP
PRIVATE RIW VARIES)
D=20'06'39"
R=25.00'
L=8.77'
C=8.73'
CB=N 11*34'09" W
PROPOSED = FINSHED SPOT GRADE ELEVATIONS BUILDING SETBACKS: AS FURN!SHED
PER DRAINAGE PLANS FRONT 25' PLOT PLAN AREA CAL(ULATIONS
FLOW
REAR 20'
IMPERVIOUS COVERAGE = 3,235± SQUARE FEET OR 33.1% PROPOSED DRAINAGE SIDE = 5' FOR 40' LOTS
LOT CONTAINS 9,765± SQUARE FEETLOTGRADINGTYPEA SIDE = 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 33.0'
LIVING AREA CONTAINS 1,089± SQUARE FEET SIDE = 10' FOR 75' LOTS
CONCILANA11PORCH CONTAINS 1,687.± SQUARE FEET SIDE STREET = 25'
6RU,_SyEjVffEYER -SCOTT ASSOC, INC - LAATD SURVEYORS
LEGEND LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-32,32 FAX (407)-658-1436
p PLAT P.OU_. POINT ON LINE
NOTES., F F1 LD TYP. TYPICAL
1P 1RON PIPE P.R.C. POINT OF REVERSE CURVATURE
k. RON ROD P CC. POINT OF COMPOUND CURVATURE
1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
C.M. C ONCRETE MONUMENT R41). RADIAL
PROFESSIONAL SUR`VE'YORS AND MAPPERS IN CHARTER 5,J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECT70N 472.027. FLORIDA STATUES
SCT LR, 1 /2' IR. ./LB 4596 N.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SISAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD.
REC. RECOVERED W R WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORM4770H FURNISHED TO 774E SURVEYOR. THERE MAY BE OTHER RESTRIcnoNS
P.O.B. PO OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY
P.O.C. I OF COMMENCEMENT P.R.M. PERMANENT REFERENCE MONUMENTPEiT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
N a
CENTERLINE F.F. FINISHED FLOOR ELEVATION
NA IL LOD SK B.S1. BUILD114G SETBACK LINE
5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT Or THOSE CER77FIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
R/W R IGHT- FIVAY B.M. BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO REcoNsrRucr BOUNDARY LINES.
E SHT. EASEMENT &B. BASE DEARING 7. BEARINGS, ARE BASEIT ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.)
RAIN DRAINAGE 8, ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
UTIL. UTILIT
C, LFC CHAIN LINK FENCE
9. CER71FICATE OF AUTHOR12AY70N N.. 4596.
VD.F . VOOD FENCE
C/B CONCRETE BLOCK SCALE 30' I DRAWN BY: PC. POINIT 0 CURVATURE
P,T* RD H OF TANGENCY CERTIFIED BY. DATE ORDER No.
DES DES RIPTIONC. R RADIUS PLOT PLAN 10-03-2018 6554-18
L ARC L NGTH
D VE TA FORMBOARD FOUNDATIONIELEVS. 12-24-18 8526-18
C CH RD
C.B. C HORD BEARING
NORTH
I #to - iTHISBU;LUINGIPROPERTY DOES NOT LJE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM TO X RUSENAM ER R,L.S. 4714SCOI T RJAMSCOTF, R.L.S jf 4801
ONE LIAP I 12117CO09OF (09-28-07)
vi
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 3
Documented Construction Value: $
00
Job Address: (2kjk&,&A.(Da1)n CJ)C p . Historic District: Yes [I No §P
Parcel IUD: U Residentia ommercialEl9R
Type of Work: Ne 719? dditionE] AlterationEl RepairEl DemoEl Change of Use El Move El
Description of Work: Plumbing,New Residential Construction
Plan Review Contact Person: Jamie Blackwell
i Title: C
Phone; 407-323-7515 - Fax: 407-323-8954 Email:,. infq@api-orlandc
Property Owner Information
Name Phone:
Street: Reside n't of property?
City, State Zip:
Contractor Information
Name Advantage Plumbing,, Inc. Phone:, 407-323-7515
Street: PO Box 1117 Fax: _.407-323-8954.
City, State Zip:, Sanford, FL 32772 State License No.:.-CF-CO57,881
Arch itect/Eng! neer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:,
Mortgage Lender:
Address:
WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDEDAND 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, wefls pools,
furnaces, boilers, beaters, 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: P Edition (2014) Florida Building Code
Revised: June 30,2015 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 them 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 ofa plan review fee at the time ofpermit submittal. A copy ofthe 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 eff=t at the time the permit is issued, in
accordance with local ordinance. Should calculated chaps 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 certffy 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 ofOwner/Agent Date
Print Omer/Agent's Name
i—viiiFg;fRotary-State of Florida Date
Signature ofConftwtoeAgent
A. Thomas Smith
Name
91311
NOTARY PUBLIC
STATE OF FLORIDA
Cornno GG138M
Expires 812112021
OwnerlAgent is Personally Known to Me Conbvoor/Agent is X Personally Known to Me or
or Produced ID _ Type of ID Produced ED _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingE] Electrical [] Mechanical PlumbingE] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes [] No [-] # of Heads, Fire Alarm Permit: YesEl NoEl
APPROVALS: ZONING: UTILITfES: WASTE WATEK
COAVKENTS:
Revised- June 30,2015
ENGINEERING: FIRE: BUILDING:
Permit Applieation
0 - - .
CITY OF SANFORD
One Time Credit Card Payment Authorization Form
Sign and complete this form to authorize City of Sanford to make a one time debit to your
credit card listed below.
By signing this form you give us permission to debit your account for the amount Indicated
on or after the Indicated date. This Is perTnission for a single transaction only, and does not
provide authorization for any additional unrelated debits or credits to your account.
Please complete the information below:
I A'. -Thomas Smith authorize the City of Sanfbr-d charge my credit card
account Indicated below for PCIM-4- on or after Y This payment is for
1 (amount) a t
address or p!Ycel rD
Billing Address PO Box 1117 Phone* 407-323-7515.
City, State, Zip Sa nfbrd , FL 32772 Email I-origridq, mInN@Ap— _qq—
Account Type: F-1 Visa MasterCard AMEX Discover
Cardholder Name A. Thomas Smith
Account Number 371S-542122-65000
Expiration Date 26M
CCV
Billing Zipcode 32772
J4'1-
1 LL-
I authorize the above named business to charge the credit card indicated In this authorizotion farm
above. This payment authorization Is for the goods/services described above, for the amount Indicated above only, and is valid for
one time use only. I certify, that I am an authorized user of this credit card and that 1 Y411 not dispute the payment with my credit card
company; so long as the transaction corresponds to ft terms indicated In this form.
SIGNATURE DATE