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tfa FL# FL15585-R4
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Croft,LLC
Address/Phone/Email P.O. Box 826
McComb,MS 39649
(601) 250-5088 Ext372
AND ERSD@CRO FTLLC.COM
Authorized Signature DENNIS ANDERS
ANDERSD@CRO FTLLC.COM
Technical Representative Dennis Anders
Address/Phone/Email P.O. Box 826
McComb, MS 39649
andersd@croftmetals.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing ,
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/26/2016
Date Validated 03/05/2016
Date Pending FBC Approval
Date Approved 03/10/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD gvKmQ dIOUtQt... 4/10/2017
Florida Building Code Online - Page 2 of 2
Summary of Products
FL# Model, Number or Name Description
15585.1 Series 96 Aluminum Single Hung Window-Fin and Flange Frame
Products
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15585 R4 C CAC Croft-96 SH (Fin)(4)Aug. 1S
Approved for use outside HVHZ: Yes (ext.5).Ddf
Impact Resistant: No FL15585 R4 C CAC Croft-96 SH (Fin)(5)Dec 2015 (ext
Design Pressure: +40/-40 5)(003).Ddf
Other:Units-R-PG35-1327x 1924(52x76)-H; FL15585 R4 C CAC Croft-96 SH (Flange) Dec 2015 (ext
R-PG40*-914x1829 (36x72)-H; R-PG35-1219x1829(48x72) 5)(003).Ddf
-H. Please refer to installation instructions,CRF014,for Quality Assurance Contract Expiration Date
design pressure ratings based on unit size and further 09/27/2020
limitations of use. Installation Instructions
FL15585 R4 II CRF014 SS 2016-02-22.odf
_ Verified By: Hermes F. Norero,P.E. Florida P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15585 R4 AE PER4153 SS 2016-02-22.1)df
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in•response to a public-records request,do not send
electronic mail to this entity.Instead,.contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Code Version 2014 FL# 155B5.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance'Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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Search Results-Api ilications
1� Ty�,rt. tNanufatsturer VaNdaterl sv Statue;
Ll - Revision Croft,LLC American Architectural Approved
R4 FL#:FL15585.1 Manufacturers Association
History Model:Series 96 (214)878=1642
Description:Aluminum Single Hung Window-Fin
and Flange Frame Products
Category:Windows
Subcategory:Single Hung
*Approved by DBPR.Approvals by DBPR shall be.reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement;:Accessibility Statement:;Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to
Section 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address.if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to _
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dick bffL.
Product Approval Accepts:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_appjst.aspx 1/8/2017
CROFT, L LC CR
INSTALLATION NOTES: SERIES 96 SINGLE HUNG WINDOW �r
1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, - P.O.R."39
UNLESS OTHERWISE STATED. - - NCCO6721F5301-7
- PH: 601�84-6722 F%:6D1-7&i-31B8
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF m
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
O u#v v
3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH OF GENERAL NOTES: M , o
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(LE-WITHOUT - _ �
'CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 2 aV' a
INSTALLATION ANCHORTOTHE NEXT. MANUFACTUREDTO COMPLY WITH THE 5TH EDITION 2014 Z O.v v
FLORIDA BUILDING CODE(FBC)EXCLUDING HVHZ AND HAS N p v LL
4.36"X 72"UNIT:FOR INSTALLATION INTO 2X WOOD BUCK,USE 48 WOOD SCREWS OF - BEEN EVALUATED ACCORDING TO THE FOLLOWING: �" U.
? n Q
I SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO WOOD rn w j Z<i
SUBSTRATE. AAMA/WDMA/CSA 101/I.S.2/A440-08 U, I¢ p �Z H r
1111 5.FIN/FLANGE FRAMES:FOR INSTALLATION INTO 2X WOOD BUCK,USE#10 WOOD 2. ADEQUACY OF THE EXISTING STRUCTURAL w H De j p< m
SCREWS OFSUFFICIENT LENGTH TOACHIEVE 11121NCH MINIMUM EMBEDMENT CONCRETE/MASONRY,2%AND METAL STUD FRAMING AS A WN a .m tua �d
INTO WOOD SUBSTRATE. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ��( a
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT FFF d
6.FLANGE FRAMES:FOR INSTALLATION THROUGH IX BUCKTO CONCRETE/MASONRY, LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE '
OR DIRECTLY INTO CONCRETE/MASONRY,USE ONE(1)31161NCH ITWTAPCON PER ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECTOF TABL.EOFCONTENTS
' INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE I I/41NCH MINIMUM INSTALLATION: Q
EMBEDMENT INTO CONCRETE/MASONRYSUBSTRATE - SHEET REVISION SHEET DESCRIPTION p
3. IX AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND
7.FIN/FLANGE FRAMES:FOR INSTALLATION THROUGH STEEL STUD USE NIO ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE I A GENERAL 6 INSTAUATION NOTES m.
SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM STRUCTURE BUCK DESIGN AND INSTALLATION IS•THE
PENETRATIOWBEYOND STEEL STRUCTURE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 2 - ELEVATIONS G ANCHOR LAYOUTS Z,
FOR THE PROJECT OF INSTALLATION. Z O
3 - INSTALLATION DETAILS-FLANGE FRAME
7-MINIMUM EMBEDMENT STUCCO,FOAM,BRICK VENEER,AND SIDING.
EDGE DISTANCE EXCLUDE D LL SIDING.FINISHES,INCLUDING
BUT NOT LIMITED TO STUCC 4_ THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC q - GLAZING 6INSTALLATION DE-FAILS-FIN FRAME O
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC Z oc
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 5 - COMPONENTS 6 BILL OF MATERIALS H O
S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUSE BE MADE OF H
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED v 1'^^/
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION DOCUMENTS FOR USE WITH THIS DOCUMENT. > of
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF w %n p
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK- 5- APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO LU
PRO7ECTTHIS PRODUCT IN AREAS REQUIRING IMPACT LF,• �.
10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR RESISTANCE. SU
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE _
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH G.WINDOW FRAME MATERIAL:6063-TSALUMINUM OVERALL SIZE -
SPECIFIED BYTHEANCHOR MANUFACTURER. FRAME TYPE DP RATING MISSILE
7.GLASS SHALL MEET REQUIREMENTS OF ASTM E1300-04 WIDTH HEIGHT IMPACTRATZNG
I LINSTALLATION ANCHOR CAPACITIES FOR PRODUCTS GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAILS.. c
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FLANGE 52, 76" •/-35 PSF NON-IMPACT
FOLLOWING PROPERTIES: 8.DFSIGIVA71016)"AND"O'STANDFOR THEFOLLOWING.-
A.WOOD-MINIMUM SPECIFIC GRAVITY OF O.SS. X. OPERABLEPANEL 48" 72" •/-35 PSF NON-IMPACT *,
B.CONCRETE'-MINIMUMCOMPRESSR/ESTRENGTH OF 3192 PSI. O: FAXED PANEL FIN �� �Ci
C.MASONRY-STRENGTHCONFORMANCETOASTMC-90. 36" 7Z' •/-40 PSF NON-IMPACT O� I ••_
6 h
D.STEEL-MINIMU M YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 33 - A
MILS.(20GUAGE) - LL .F .@�
• - 777 is 4R`��� r
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oa�oo 3 22 c�iZ
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Digitally signed by Hermes.F Norero,P.E. r3wc#
Reason:I am approving this document CR F014
Date:2016.02.2211.40-00-05'00' SHEET. 1 OF 5
UNIT MAX.
D.L-O MAX. WIDTH 52.25" CROr—T
WIDTH 48.625" AT MIDSPAN OF HEAD �x
3 2"FROM CORNER
TYP. P.O.BOX 39
MCCOMB,MS 396i9
L }{ 26
PN 601-684-6121 FX:601-783-3188
m
3 3 D.L.O.MAX.HEIGHT 14.50"MAX O.C. Z o #o
D 3575" 3 O„
UNIT 3 JJ w vi 1" I
MAX. 1_ o _
HEIGHT z ac c=x
75.75" SASH MAX. w¢ m
HEIGHT rn Z-t m m
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WIDTH 44.625" 12.00'MAX.O.G. 12.00"MAX.O.C. H
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WIDTH46.50" ANCHOR LAYOUT ANCHOR LAYOUT ¢o Z v) >-
FIN FRAME FIN FRAME o m 3: __ u Z
ELEVATION 48"x 72"UNIT FIN FRAME 36"X 72"UNIT u
DWG#+ 48"x 72"UNIT CR F0 14
SHEET: 2 OF 5
CAULK BETWEEN
CONCRETE/MASONRY 4,ZX 314"MIN.EDGE DISTANCE
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS #10 WOOD'SCREW 1/4"MAX. CROFT
2X WOOD BUCK INSTALLATION ANCHOR SHIM SPACE
BY OTHERS 1 1/2"MIN 3 THREADS MIN.
EMBEDMENT PENETRATION BEYOND
EXTERIOR FINISH STEEL STRUCTURE P o.Box 826
BY OTHERS _ - MCCOMB.MS 39649
INTERIOR Pit 6CI-684 6121 FX:601-783-3IB8
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DETAILI SEE GLAZING BY OTHERS %
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INSTALLATION ANCHOR �� ',•,
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HEIGHT 12 ;
1/4"MAX. ti-
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SILL-PRECAST CONCRETE 3 JAMB-1XBUCK/CONCRETE/MASONRY SHEET: c
• 3 FLANGE FRAME 3 Or 5
CAULK BETWEEN
CONCRETE/MASONRY&2X 1/4"MAX. CR®MT
WOOD BUCK BY OTHERS SHIM SPACE
CONCRETE/MASONRY BY OTHERS _
2X WOOD BUCK PD.BOX826
BY OTHERS MCCONS,MS 39649
#8 WOOD SCREW
1 1/2"MIN,EMBEDMENT INTERIOR Pit. 6C1fi84-6121 FX:601-783-3188
20 GA,MIN.STEEL STUD
INSTALLATION ANCHOR 3/4"MIN m
1"X 2"WOOD STOP EDGE DISTANCE FRAMING BY OTHERS Z F v v
SEE GLAZING 3 THREADS MIN. =>o a$ $
EXTERIOR FINISH 1/4"MAX DETAIL 1 B PENETRATION BEYOND z vi m
BY OTHERS SHIM SPACE STEEL STRUCTURE 15 P;� 00=LL
Z Q K= LL
/ mtz �m
ig #10 SELF-TAPPING SCREW Ln
O.A.WINDOW BY OTHERS
PERIMETER CAULK m o Z
INSTALLATION ANCHOR cc ?a
HEIGHT LO SHEATHING w N. ¢ a
SEE.GLAZING EXTERIOR 10 3B .BY OTHERS p w m
f DETAIL'2 EXTERIOR FINISH a 0 m =
I 'BY OTHERS
EXTERIOR INTERIOR O.A.WINDOW PERIMETER CAULK Pu'
WIDTH BY OTHERS
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E VERTICAL SECTION G HORIZONTAL SECTION
4, HEAD-2XWOOD BUCK 4 .IAMB-STEEL STUD FRAME U)
FIN FRAME-36"X 72"UNIT FIN FRAME-48"X 72"UNIT Z
5/8"O.A.INSULATED GLASS O Z
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EXTERIOR INTERIOR I
SEE GLAZING
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SILICONE BEDDING 1-1 NOTE: O
WINDOW �
2 B SHIM SPACE GLASS THICKNESS AND TYPE ``�
'l. 12 MAY VARY PER ASTM E 1300-04
HEIGHT * tii
• GLAZING DETAIL 1 GLASS CHART REQUIREMENTS
��� ...
3/4"MIN.EDGE DISTANCE, 1
AND REQUIREMENTS SET FORTH •� 6-0 �
1/2"O.A.INSULATED GLASS IN THE CURRENT FLORIDA
BUILDING CODE.
PERIMETER CAULK
BY OTHERS \ ~
_ EXTERIOR FINISH c d i/4"MIN.GLASS / ���d�••" �
BY OTHERS a .:•. ° CAULK BETWEEN BITE . '� y pR0
#I0 WOOD SCREW CONCRETE/MASONRY&2X
INSTALLATION ANCHOR WOOD BUCK BY OTHERS c 1 ? 2 ILii
11/Z"MIN. 61 � m
CONCRETE/MASONRY m Z
2X WOOD BUCK BY OTHERS EMBEDMENT ~o Z x z ¢f
BY OTHERS. / o mo a V 2 u Z
F VERTICAL SECTION SILICONE BEDDING DWG#: "
` _ 4 SILL-2X WOOD BUCK _ 1�`— CR F014
. FIN FRAME-48"X 72"UNIT _ GLAZING DETAIL SHEET:
4 0F,5
BILL OF MATERIAL
ITEM# DESCRIPTION MATERIAL MANUFACTURER =-nw.
IA FRAME HEAD-FLANGE 6063-T5 ALUMINUM CROFT,LLC CR®rT
FRAME HEAD-FLANGE ig FRAME HEAD-FINS
I B FRAME HEAD-FIN 6063-T5 ALUMINUM CROFT,LLC lA 6063-T5 AL. 6063-T5 AL.
2A FRAME SILL-FLANGE 6063-T5 ALUMINUM CROFT,LLC TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050"
2 B FRAME SILL-FIN 6063-T5 ALUMINUM CROFT,LLC PP.BOX826
MCCOMS,BLS 39649
3A FRAME JAMB(U-Q-.FLANGE 6063-T5 ALUMINUM CROFT,LLC PR 6CI-684-6121 roc:601-783-3W8
3B FRAME JAMB(LH)-FIN 6063-T5 ALUMINUM, CROFT,LLC 1776"
4A FRAME JAMB(RH)-FLANGE 6063-T5 ALUMINUM CROFT,LLC L.776" ¢ m m
4B FRAME JAMB(PH)-FIN 6063-T5 ALUMINUM CROFT,LLC 1.863" rZ+Z S
5 MEETING RAIL 6063-T5 ALUMINUM CROFT,LLC 1.315"
6 VENT HEAD 6063-T5 ALUMINUM CROFT,LLC o O=
7 VENT SILL 6063-T5 ALUMINUM CROFT,LLC o
8 VENT.JAMB 6063-T5 ALUMINUM CROFT,LLC Z a m m
J 9 VENT STOP 6063-T5 ALUMINUM CROFT,U.0 o p Z< 't
r 10 GLAZING BEAD RIGID PVC CROFT,LLC 2A O FRAME SILL-FIN w W a z m
FRAME SILL-FLANGE
11 CAMIOCK - CROFT,LLC 6063-T5 AL. Zg 6063-T5 AL. ii N m w a
co
12 PIVOT BAR - CROFT;LLC TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" u y�
13 BALANCEASSEMBLY - CROFT,LLC
14 VINYL SEAL - CROFT,LLC 1839° LB38°
15 WOOLPILE - CROFT,LLC p
1.906" m
2.453" (f
—� 7-
0
H Z
3A 4A FRAME JAMB(LH/RH)-FLANGE gg FRAME JAMB(LH)-FIN 4B FRAME JAMB(PH)-FIN O MEETING RAIL H
6063-T5 AL. 6063-T5 AL. 6063-T5 AL. 6063-T5 AL. > °L
TYPICAL WALL THICKNESS:.050 TYPICAL WALL THICKNESS-..050 TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" Lu w
p
2.649°-1 2.649" --I �0.912"
1.776" 1.7-3 O
1.776° � 1.776" �ql
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} O VENT HEAD O VENT SILL O VENT JAMB 1� GLAZING BEAD o�
6063-T5 AL. 6063-T5 AL. 6063-T5 AL. RIGID PVC
TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" Lc= p
�I Imo—0.935" 0.923"
0.501' o
1.379- � '���i��y *PEt`�'-p
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SHEET: 5 of 5
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NOTES: UNINHABITED UTILITY BARN SHED UP TO 12' WIDE x UP TO 24' LO NGWNCEALEO FASTENERS OR ATTACHMENTS
1. BUILDING CODE: PPTB TB700 TB800 ARE THERFSPONSIBIMOFTHE
FLORIDA BUILDING CODE,5th EDITION(2014) , + rt�el�
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ) 12 COLLAR TIE REQUIRED ONLY AT OQHTMCTOfl OF RECORD
2. DESIGN LOADING: THESE PLANS ANU ALL PHOPOSt WIDEK 5� 12'WIDE SHEDS,SEE TRUSS CALCULATIONS 7/18°OSS
WIND SPEED(T1609.3.1):V"iI= 155 SHEATHING
ARE SUBJECT TO ANY CORDED IONS 12 REFER TO THE TRUSS OR 77/16'OSB
V_,= 120 DESIGN FOR LUMBER SHEATING WITH
EXPOSURE: C REQUIRED BY FIELD INSPECTOR THAT 2917 SIZE,PLATE SIZE,AND RAFTER FOIL BACKING
ROOF;LINE LOAD: 20 PSF _; /® IVE�F.RRAFiY IN(�H®� T® TRUSS SPACING SIMPsoN He
ROOfl DEAD LOAD: 10 PSF P FLORIDA APPROVED OWENS BOTTOM CHORD PLATE ON INSIDE
FLN'P9,9t,LIVE LOAD: MIN.50 PSF(SEE NOT19�,±y�(FAll.h),�SA�LIM_IC,AGM.PUG. CORNING OAKRIDGE 30 YEAR AT EACH RAFTER
OPTIONAL ATTIC
IMPORTANCE FACTOR:&): 11_0 SHINGLES-FL10674.1-R12 TB700-USE(2)2X4
RISK CATEGORY: I XXX -OR- TOP PLATES
COMPONENT AND CLADDING: ROOF: 29 PSF(ZONE 1) 6'-8'WIDEATTICJOIST-2X6 FLORIDAAPPROVEDTHOMPSON' TB800&PPTB-USE 2Xa
WIND PRESSURE(psf)(ASD VALUES) 50 PSF(ZONE 2) 10'WIDE ATTIC JOIST-2X8 ARCHITECTURAL METALS CO. AND 2xe top PLATES
(BASED ON 10 SO FT) 74 PSF(ZONE 3) 12'WIDE ATTIC JOIST-2X10 METAL ROOFING-FL5218.1-R2 AS SHOWN
WALL: 34 PSF(ZONE 4) p F ATTIC LOAD:30 PSF
42 PSF ONE 5) SEE THE.TRUSS TO WALL
INTERNAL WIND PRESSURE COEFFICIENT: t 0.18 w ALTERNATE CONNECTION DETAILS-
w DETAIL DETAIL 2 OR 5 WALL TOP PLATES
(ENCLOSED BUILDING) WALL FRAMING TO BE 2X4 TOP Pores ARE To BE
FLORIDA BUILDING APPROVAL NUMBERS— 4 SPF#2 OR BETTER @ 16"OC. NAILED TOGETHER.NAILS
1.WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL m 3 IF BUILDING IS LOCATED ARE TO BE DRIVEN IN AT
#FL20743.1. SEE SHEET 3 FOR THE STEEL FLOOR IN A FLOOD ZONE THEN STAGGERED Al 2 O.C.
NAILS
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6-R4. WITH ANCHOR DETAIL OR FLOOD VENTS AND PRESSURE
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL FOUNDATION DETAIL ��TREATED STUDS ARE REQUIRED
01_10674.1-R12. ONE SQ INCH VENT TRUSS TO WALL
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- FOR EVERY ONE SQ FT
OF BUILDING �,I�O3-aloe 2 CONNECTION DETAIL i
'FLORIDA BUILDING APPROVAL#FL17206.2-R3. I UP TO 12'-0"WIDE ST,LU( rnUN'TY T+I „1TV n nTTV S.I -
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- r RFV1811`e:i)FJH COS1P .t.S.is E
FLORIDA BUILDING APPROVAL#FL5218.1-R2. ''A ED BY tyvL L'1
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- O BUILDING SECTION AT Lviatilt
7/16"osa
"T fi SHEATHING
FLORIDA BUILDING APPROVAL#FL17667.1. I.A 'ANUT MUST BE IaPT ON JOD OR 7/18"OSB
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D)- __N':.N P:? 'WN WILL AA.' ��. SHEATING wm1
DOUBLE TOP PLATE FOIL BACKING
FLORIDA BUILDING APPROVAL#FL17588.1. DOUBLE TOP PLATE 1/2"PLYWOOD SPACER RAFTER SIMPSON HB
HEADER NAILING: 1/2"PLYWOOD SPACER CRIPPLES(IF REQ.) PLATE H INSIDE
AT EACH RAFTER
HEADER TO STUD-4-16d END HEADERS FOR
CRIPPLES(IF REQ.) OPENINGS UP TO 4'-0" TB700-use(2)2X4
NAIL DOUBLED HEADER USE(2)2x6 SPF#2 TOP PLATES
-16d @ 16"STAGGERED FACE NAIL VHEADERSFOR OPENINGS 4'-1"TO V-U" TBB008 PPTB-USE 2X4
OPENINGS UP TO 3'-0" USE(2)2x8 SPF#2 AND 2Xe TOP PLATES
NAILING: USE(2)2x4 SPF#2 OPENINGS V-1"TO T-0" AS SHOWN
USE(2)2x10 SPF#2
REFER TO SHEET 2 FOR WALL AND 2x4 WINDOW SILL OPENINGS 7'-1"TO 8'-0"
ROOF SHEATHING NAILING. TRIMMERS USE(2)2x12 SPF#2 TRIMMER STUD
KING STUD ALL TOP PLATES
FLOOR DECKING TRIMMER HEADERS FOR: roP LATES ARE To BE
MA)i WALL HEIGHT FOR OPENINGS UP TO V-0"USE(2)2x4 SPF#2 NAILE TOGETHER NAILS
EACH SHED: BASE PLATE BASE PLATE OPENINGS V-1"TO 8'-0-USE(2)2x6 SPF#2 ARE 0 BE DRIVEN IN AT
KING STUD FLOOR DECKING ANGLE.10d NAILS
TB700-6'-10 3/4° 82 3/4" FOR OPENINGS UP TO 8'-0" REFER TO THE DOOR DETAIL ST GGERED AT 12"D.C.
( ) SHEET 2)FOR THE DOOR DE I N
TB800-8'-0 1l4"(961/4") FOR WINDOW OPENINGS UP TO 3'-0" (
PPTB-V-01/4"(961/4") WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL TRUSS TO WALL
FOR SIDE WALLS 3B FOR SIDE WALLS FOR END WALLS O CONNECTION DETAIL
fiWE:N.T9. SG N.T9. 6G1E:N.TH. II)I IIIII fiGIE N.TB.
THESE DRAWINGS AND THE
Order#. P.O.# DESIGN ARE THE PROPERTY TUFF SHED,INC. ``�� ••S (� ��' TITLE DRAWING NO.
TUFF 5]{E D Customer: Drawn By: SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT BUILDING SECTIONS FL-PPTB-T8800-01
DRAWINGS ARE FOR A .76835
Storage Buildings&Garages Site Address: Date: 1/7115 BAND BING TO BE SUPPLIED UILT By TUFF SHED. RICHARD J.WILLS,P.E. * � HEADER FRAMING DETAILS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE O 1777 S.HARRISON STREET FBC,5th EDITION 2014 SHEET
FORBIDDEN BY BOTH TUFF %.a:. S ATE OF ( )
Building SIze:vnnm-lfi"ar"-xuom-enrT.,wfiw Date: SHED AND THE ENGINEER of DENVER,COLORADO 80210 �9p •:'`<o R I D s` .'t�`� 155C
Scale: N.T.S. RECORD (303)753-8833 EXT.5618 i��7 S.•,•,_•.,,..G� `� SHEET 1 OF
77/Illlll I I IIIII
C, (-- File Copy
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE PPTB,TB700 AND TB800 DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
USED WIDTH LENGTH EDGE NAILING (NOTE 21 SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
0SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
i TOP VIEW MANUFACTURER'S
cum:NT. ' INSTRUCTIONS. USE#B x 2-1/4" 6' 6'-24' 8d NAILS @ 6"D.C. 0' 6'-24' 6' 6'-8' 8d NAILS @ 6"O.C. 0' 6'
BOLT LATCH ON FIXED DOOR FOR
SQUARE DRIVE WOOD SCREWS. 8' 8'-24, 8d NAILS @ 6"O.C. 0' 8'-24' 6' 10'-14' 8d NAILS @ 4'O.C. 0' 6'
ATTACH STRIKE PLATE WITH(3) 10' 10'-24' 8d NAILS @ 6"O.C. 0' 10'-24' 6' 16-18' 8d NAILS @ 3"O.C. 0' 6'
(� #8 x 2"SQUARE DRIVE WOOD 12' 12'-24' 8d NAILS @ 6"O.C. 0' 12'-24' 8' 8'-12' Bd NAILS @ 6'O.C. 0' 8'
((1� BOLT PATCH AT THE BOTTOM OF T ED SCREWS.
FIXED DOOR.ATTACH EACH BOLT LATCH •MIN 2'-4"RTN WALLS ON EACH END OF WALL- •MIN 2'-4"WALL SEGMENT 8' 14'-18' 8d NAILS @ 4'O.C. 0' 8'
ASSEMBLY WITH(41#e x 2-19'SQUARE 6' 6'-24' 8d NAILS 6"O.C. UP TO 12' 4' 8' 20'-24' 8d NAILS @ 3"O.C. 0' 8'
DRIVE WOOD SCREWS. 8' 8'-24, 8d NAILS 6"O.C. UP TO 12' 6' 10, 10'-14' 8d NAILS @ 6"O.C. 0' 10,
o 10' 10'-24, 8d NAILS @ 6"O.C. UP TO 12' 7' 10' 16"22' Bd NAILS @ 4-O.C. 0' 10,
10' 10'-24' 8d NAILS 4"O.C. UP TO 12' 5' 10' 24' Bd NAILS @ 3"O.C. 0' 10'
12' 12'-24' 8d NAILS @ 6"O.C. UP TO 12' 9' 12' 12'-16' 8d NAILS @ 6°O.C. 0' 12'
12' 12'-24' 8d N ILS 4"O.C. UP TO 12' 6' 12' 18'-24' 8d NAILS @ 4"O.C. 0' 12'
12' 12'-24' Bd NAILS @ 3"O.C. UP TO 12' 5'
EXTERIOR DOOR SHEATHING -MIN 2'-4"RTN WALLS ON EACH END OF WALL- -MIN 2'-4"WALL SEGMENT
3/8"SMARTSIDE OR 3/8"SMARTSIDE ROOF SHEATHING(7/16"OSB) 6' '_ ' 8d NAILS @ 4"D.C. SEE NOTE 3
1 DOUBLE DOOR ASSEMBLY WITH FOIL BACKER WIDTH LENGTH FIELD NAILING EDGE NAILING 6' ' 8d NAILS @ 4"O.C. BS 3' 'A" RE:NOTE
TOP VIEW 6' 6'-24' 8d NAILS @ 6"O.C. Bd NAILS @ 4"O.C. 6' 16'-18' 8d NAILS 3"O.C. BS 3' '-4" RE:NOTE 6
..M".Ts. INTERIOR DOOR SHEATHING 8' 8'-24' 8d NAILS @ 6"O.C.1 6d NAILS @ 4"O.C. 8' 8'-10' 8d NAILS A 4"O.C. 3'
7/16"OSB OR 7/16"OSB WITH 10' 10'-24' Bd NAILS @ 6"O.C. 8d NAILS @ 4"O.C. B' 12'-4' 8d NAILS 3"O.C. 3' 5.
BOLT LATCH ON FIXED FOIL BACKER 8' 8' Bd NAILS 4"O.C. 4' 4'
DOOR FOR DOUBLE DOOR 12' 12'-24' 8d NAILS @ 6"O.C. 8d NAILS @ 4"O.C.
8' 10'-12' Bd NAILS 3'O.C. 4'
WHEN THE FIXED DOOR IS NOTES: 10' 10' 8d NAILS 6"O.C. 3' 7'
CLOSED AND BOTH BOLT 1.USE 8d COMMON OR GALVANIZED BOX NAILS. 10' 12'-14' 8d NAILS 4'O.C. 3' 7'
LATCHES ARE ENGAGED,THE 10' 16'-20' 8d NAILS 3"O.C. 3' 7'
TOP BOLT LATCH WILL REST 10, 10'-12' 8 NAILS @ 4"O.C. 6'
AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT
THE HEADER,AND THE BOTTOM 10' 14'-16' 8d NAILS 3'O.C. 4' 6'
BOLT WILL REST IN A (3)TUFF SHED HINGES *DOUBLEOP PLATES 10, 10' 8d NAILS 4"O.C. 5' 5.
PRE-DRILLED HOLE IN THE PER DOOR/DOOR10' 12'-14' Bd NAILS 3"O.C. 5'
FLOOR DECKING. PANEL,FILL EVERY
HOLE IN HINGE WITH A 10, 10' 8d NAILS 3"O.C. 6' 4'
#8 x 2-1/4"SQUARE 12' 12'-16' C. 4' 8'
DRIVE WOOD SCREW. 12' 18'-22' O. . 4' 8'
DOOR THRESHOLD 2 2 6'
2 4-16 6'
TABLE NOTES:
ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE WITH FOIL BACKER.
SIDE VIEW 3 FRONT VIEW z-csiencaIHE-ADER 2.NO SINGLE PENING GREATER THAN 8'-0"
n.rs. AND BLOCKI 3."6'WIDE X 9'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE
csieFL10 END WALL OP OSITE OF THE OPENING MUST BE FULLY SHEATHED,IN THE 3-SIDE
DOORS: DIAPHRAGM ASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS IMMER STUDS RETURN WA ON EACH SIDE OF THE OPENING.
UP TO 47"x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 80 1/4" ING STUDS 4. I
M ON OR GALVANIZED BOX NAILS.
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR IAI ING FOR 3/8"SMARTSIDE:8d 12"O.C.
THE LOAD CRITERIA ON SHEET 1. ® CS 16 STRAP DETAIL S BUILDINGS 6'X 1U-18'THE 3'DOOR IN THE END WALL WILL NEED TO
O . THERE WILL BE A 2'PANEL ON ONE SIDE AND A 1'PANEL ON THE
GARAGE DOOR H OF THE DOOR.
BG A ES WALLS THAT NEED TO BE SHEATHED ON BO S DES.
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THEDES PERTY TUFF SHED,INC. R /// TITLE DRAWING NO.
Customer: Drawn By: SJ OF TIUFF SHEDGN ARE ,INC.THESEENGINEERING DEPARTMENT /��/�i
DRAWINGSAREFORA F :s DOOR DETAILS FL-PPTB-TB800-01
Storage Buildings&Garages Date: 1/7/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E.Site Address: AND BUILT BY TUFF SHED. 76835 NAILING REQUIREMENTS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS *:• - .)7E
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET 5In'
FBC,5lh EDITION(2014) SHEET
Building Size:—UN..-"em"r-sarT.ue Data' SHED AND THE ENGINEER OF DENVER,COLORADO 80210 O ST TE OPScale: N.T.S, RECORD (303)753-8833 EXT.5618 9 <oR iQ155C SHEET 2 OF 4
z,�/i//S�ONAL ENG,¢
#12-14 X 3"HEX HEAD SELF-TAPPING I 1. STEEL SHED FOUNDATION: TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
SCREWS SPACED @ 12"OC. 60OT125-54-16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2 SIDING • PART NUMBERS:
600S137-54-16 GAUGE STEEL JOISTS G140 ZINC COATED OT3644BGMP-5/8"X 36"(36"IMBED)GALVANIZED AUGER
3/4"APA OR TECO RATED T&G @ 24"O.C. BLOCK REPORT NO.RAD-3060
FLOOR DECKING. (SUPPLIER:ALLIED STUDCO(JOIST:60OS137-054/TRACK: ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS @ 24"OC 600TI25-054)ICC ER-4943P. STUD THRU HOLE IN ANCHOR PLATE WITH REPORT NO.LO-FJ90129-A
2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR RRIAGE CA -OR-
! Z
#1 318"0 x 4"
0 X 314"PAN- I DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. OT24SW8-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
HEAD SELF-TAPPING I ' BOLT AND LOCKNUT
#8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C.
REPORT NO.LO-FJ90129-B
SCREWS(2,PER TAB) 3. FASTEN FLOOR DECKING T JOIST&TRACKS USING v CORNER STUD WORKING LOAD OR ANCHOR SYSTEM IS 3.150 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR WITH THE MAXIMUM LOAD OF 4,725 LBS
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS _i AUGER ANCHORS
OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING WIDTH LENGTH #OF ANCHORS
2X6 STEEL TRACK EACH END i SCREWS @ 12"O.C. STUD 3
i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS w 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPACING 0 8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN. 10' 10'-24' 4 ANCHORS
6-12' 1 8"O.C. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 4 STUD 12' 12'-24' I 4 ANCHORS
BUILDING: co SIDING 4-ANCHORS PROVIDE((1))AT EA.
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR B"x 8"x 16". CORNER OF THE BUILDING.
O
BLOCKS UNDER JOISTS SPACED @ T-0"O.C.MAXIMUM. < TRIM STEEL SHED BASE DETAIL BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. END WALL
SCAIE:N.TS.
ANCHOR BRACKET
I TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
GIE:N.TB.
UNHEATED SPACE
SIDING STUD KWIK BOLT ANCHORS
TRIM (INTO CONCRETE ANCHOR BOLT& CONTINUOUS FOOTING NOTES
RE:DETAIL 3 SHEET 3 P.T.SILL PLATE 1. TOP OF SLAB TO BE 6'MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL
3/8"NYLON WIDTH I LENGTH JQTY PER NOTES BELOW BEWWF6XBWIAXW1.4.LOCATE ATMID-DEPTH OF SLAB.
LOCK NUT 6' V-10' 6 -OR-
3/8"CARRIAGE SLAB REINFORCEMENT SHALL BE FIBERMESH 160 OR BLENDED
BOLT(GRADE 2) 6' 12'-111' 8 94CONTIN000S FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BASEPLATE 8' 8'-14' 6 TOP&BOTTOM THROUGH CONCRETE WI MIN.I POUND PER CUBIC YARD OF CONCRETE.
13/4'
Z a 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
8' 16'-20' 8 U FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY 8' 22'-24' 10 GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OTI7SWB v 10' 1U-16' 6 OR PROPERLY COMPACTED STRUCTURAL FILL.ALLOWABLE SOIL
-OR- BEARING PRESSURE IS 1000 PSF AT 12'BELOW GRADE,
10, 18'-24' 8 ____`___- ---- 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc-2500 PSI.
OT24SWB 12' 12'-18' 6 �oZ 9 ' 5. REINFORCING STEEL:A615.GRADE 40 OR GRADE 60.ALL REINFORCING
6" o - _ STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 36 BAR
12' 20'-24' 8 /�\' DIAMETERS OR 24'MINIMUM,WHICHEVER IS LARGER.EI 6. S IC DESIGN CATEGORY:e
1/2"HILTI KWIK BOLT TZ NOTES: m / / / � A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB 1l2'DIAX7'LONG SIMPSON TITEN ANCHOR WITH WASHERS.
EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5'INTO THE
!EMBEDMENT DEPTH=21/4" STEEL SHED REINFORCEMENT CONCRETEANDSHALLBESPACEDNOTMORETHANB'OC.
2.PROVIDE(1)ANCHOR AT EA.CORNER 3"CLR.
MIN.EDGE DISTANCE=6" BASE 'OF THE BUILDING.THE REMAINING d PER NOTES BELOW THERE SHALL BE A MINIMUM OF BOLTS PER SOLE PLATE PIECE
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE U TYP. WITH 1 BOLT LOCATED NOT MORE THAN 12'NOR LESS THAN 7 BOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(112 THE in. 8„ DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH THICKENED B
SIDE EQUALLY SPACED). MIN.
@) SIDEWALL BRACKET DETAIL ® CONCRETE F OUNDATION DETAIL
SL,LL£N.T9.
BGIE N.TS. 11 II //
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. \\\ N s• / TITLE DRAWING NO.
DESIGN ARE THE PROPERTY
Customer: Drawn By:SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT F'.cP% FL-PPTB-TB800-01
DRAWINGS ARE FORA N 76835 DETAILS
Stora a Buildin s&Garages Date: 1/7/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E.
g g g Site Address: AND BUILT BY TUFF SHED. _ •�*, REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS
O 1777 S.HARRISON STREET FBC,5th EDITION 2014 SHEET .
FORBIDDEN BY BOTH TUFF ( )
Building Size:wm1N-�+Lrn-NEtLNr-san.'xu Data: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 �9p' ,�TATE GF
RECORD (303)753-8833 EXT.5618 %PS O R I D P :'�F \\\� 155C
Scale: N.T.S. SHEET 3 OF 4
Sj'•••......••'C�
IIF
to File COPVV-2"
c+) rn 4'-4 5/16'
`0 4'-2" 10 1'-9 11/16"
T-7 13/16"
a a 12 V-6 3/16" 1z
2'-113/8" Qs Q5 12�
nh�ya 1'-2 5/8" 12 z9
N{— 1z �29 1�
2 12 4'81Y8"
�2 2X4 TOP
2X4 TOP N _ 3X6 20 GA PLATES CHORDS
N r3X60 GA CHORDS `° •3X6 20 GA PLATES 2X4 TOP - TYP BOTH SIDES
ES TYP n TYP BOTH SIDES CHORDS
8'-4" I 10'-4" I I 12'4"
6,_2"
is 4'-2" m �n a 4'4 5/16"
u1 T-7 13116" 1'-9 11116"
12 12 V-6 3116" -Q 5 12
2'-1 f 3/8" a
1z 1'-2 5/8" as 12 29
Q 5 12 29 ,p
29 ao 2X4 TOP
iv co u1' 3X6 20 GA PLATES CHORDS , 3X6 20 GA PLATES 2X4 TOP
2X4 TOP N fO N CHORDS
DESIGN LOADS: "v 3X8 20 GA CHORDS TYP BOTH SIDES m m TYP BOTH SIDES
m PLATES TYP n -
TOP CHORD LIVE LOAD=20 PSF N " 2X8 BOTTOM CHORD 2X10 BOTTOM CHORD
TOP CHORD DEAD LOAD=10 PSF
COLLAR TIE DEAD LOAD=5 PSF 5-10d NAILS 5-1Gd NAILS 5-10d NAILS
EA.SIDE EA.SIDE EA.SIDE
NOTES: 8'-4" 10'4" 12'-4"
FBC,5th EDITION(2014)
ANSI/TPI 1-2007 8'SPAN 10'SPAN 12'SPAN
TRUSSES TO BE SPACED @ 24"OC REACTIONS: REACTIONS: REACTIONS:
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE#2 MAX.VERTICAL:265 LBS. MAX.VERTICAL:510 LBS. MAX.VERTICAL:630 LBS.
OR BETTER PLATES ARE TO BE PRESSED IN THE MAX.UPLIFT:-195 LBS. MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
WOOD PER TPI.
NOTE: NOTE: NOTE:
REP MEMBER INCREASE:YES TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
LUMBER D.O.L.:1.25 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 16FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLESS CEILING JOIST OR OTHER
WIND:
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
ASCE 7-10,155 mph,Exposure C,D.O.L=1.60 MAXIMUM DEFLECTION(12 FT.SPAN)
PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN VERT LL:0.06In.
PRODUCTS,ICC-ES 4ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. VERT TL:0.08In.
TUFF S}{E D Order#. P.O.# THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY 'TUFF SHED,INC. �7% TITLE• DRAWING NO.
Customer: Drawn By:SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT \� NSF•�s�i� FL-PPTB-TB800-01
DRAWINGS ARE FOR A TRUSS DETAILS
Date: 1/7115 BUILDING TO BE SUPPLIED a 76835 _Storage Buildings&Garages Site Address: AND BUILT BY TUFF SHED. RICHARD J.WILLS,P.E. REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS = * •'*
1777 S.HARRISON STREET FBC,5th EDITION 20 SHEET
FORBIDDEN BY BOTH TUFF �A• ( 14)�
Building Size:wrom-Enor"-Heio"r-enFT.wu Date' SHED AND THE ENGINEER OF DENVER COLORADO 80210 1) F
9T TE OF
Scale: N.T.S. RECORD (303)753-8833 EXT.5618 ��i�Oo� <o R i o P �Q� 155C SHEET 4 OF 4
-UNAI
C. --
File C 1j
URRICANE SPRING BOLT DOOR HANDLE AND STRIKE
ATTACH(1)HURRICANE BOLT 6"FROM TOP OF PLATE ATTACHMENT B
DOOR AND(1)6"FROM BOTTOM OF DOOR. INSTALL DOOR HANDLE PER �D
NYLOC
" ATTACH EACH BOLT WITH(4)#8 x 2-1/4"SQUARE MANUFACTURER'S INSTRUCTIONS. t
DRIVE SCREWS USE�)#8 x 2-1/4"SQUARE DRIVE WASHER
WOO SCREWS.ATTACH STRIKE PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW DETAIL'
I
PLATE OVER 18 GA.PLATE WITH(2) DETAIL A
SINGLE DOOR ASSEMBLY #8 x 2-1/4"SQUARE DRIVE WOOD
TOP VIEW SCREWS.SCREWS TO BE LOCATED '
.C_,.,,�,,.�. AS SHOWN. �
ASSEMBLY NOTES:
1. ATTACH ITEM 1(1/2"PLYWOOD INTERIOR
BOLT LATCH ON FIXED DOOR FOR NAIL DOOR JAMB STUDS SHEATHING)TO ITEM 2(STEEL DOOR FRAME- SEE DETAIL'A'
DOUBLE DOOR TO KING STUDS WITH(2) 1-1/2"SQ.TUBING)WITH ITEM 3(#8 x 1-1/2"
12d @ 12"(NOT SHOWN) SCREWS) 6"O.C.AND(2)SCREWS AT EACH FOR INSIDE VIEW
o END OF E/ERY STEEL TUBE AS SHOWN IN OF ASSEMBLY
DETAIL'B'1 3
II 5
2. ATTACH IiIEM 5(15/32"PLYWOOD DURATEMP j i
DOOR SHEATHING EXTERIOF�SHEATHING)TO ITEM 2(STEEL
OURRICANE SPRING BOLT DOOR FMME-1-1/2"SQ.TUBING)WITH ITEM 3 J ;
EXTERIOR SHEATHING-3/8"SMARTSIDE (#8 x 1-1/2 SCREWS)@ 6"O.C.AND(2)SCREWS
ATTACH WITH(4)#8 x 2-1/4" r %
SQUARE DRIVE WOOD INTERIOR SHEATHING-7116"OSB AT EACH END OF EVERY STEEL TUBE AS 7
SCREWS. SHOWN If�DETAIL'B'. Jam,,,
DOUBLE DOOR ASSEMBLY
2a TOP VIEW 3. ATTACH I11EM 6(DOOR TRIM)TO ITEM 5(15/32"
PLYWOOD;DURATEMP EXTERIOR SHEATHING)
WITH EXTF�RIOR GRADE CONSTRUCTION . �' /!
ADHESIV 'AND ITEM 7(7/8"RING SHANK NAILS) g .1@ 6"O.C. NO(2)NAILS AT EACH END OF i
BOLT LATCH ON FIXED EVERY TRIM PIECE AS SHOWN.
DOOR FOR DOUBLE DOOR %
INSTALL EACH BOLT LATCH 4. INSTALL ITEM 8(TUFF SHED"L"HANDLE)TO 8 .% 3
F; f�•WITH(2)#8 x 2-1/4"TUFF THE DOOR ASSEMBLY WITH(2)ITEM 9(#8 x
SHED HINGE SCREWS(PIN HINGE ATTACHMENT 2-1/4 SQU,�RE DRIVE SCREWS). INSTALL ITEM
TS002))AND(2)1/4"x 3-1/2"CARR 10(CAB LATCH)TO THE DOOR ASSEMBLY WITH
LOCKWASHERS AND
NUTS- R111
A BOLTS R DOOR/DOOR TUFF SHED HINGES (4)ITEM 1 I(#8 x 1-1/4 PAN HEAD SCREWS).
OCK
ORDER FROM TUFF SHED PANEL,FILL EVERY INSTALL VVASHER AND NYLOC ON HANDLE 2 1
PURCHASING DEPT. HOLE IN HINGE WITH SHAFT. S�E DETAIL W. ALL ITEMS SHALL BE
A#8 x 2-1/4"SQUARE INSTALLED PER MANUFACTURER'S' 2
i DRIVE WOOD SCREW,HINGES TO BE I INSTRUCT ONS.
DOOR THRESHOLD LOCATED AS SHOWN. 6
Zb SIDE VIEW OR ASSEMBLY. O FRONT VHINGE SSEEMBLY DETAIL IEW ® EE PLODED DOOR ASSEMBLY
II�AE:,.,�.,•a DETAIL B
Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO.
TUFF 5 H E D DESIGN ARE THE PROPERTY TUFF SHED,INC. XXX POEN-01
Customer: Drawn By:CAD OF TUFF SHED,INC.THESE SHED DOOR DETAILS
DRAWINGS ARE FOR A
Storage Buildings&Clara Date: 10/24/07 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT
g g Garages Site Address: AND BUILT BY TUFF SHED. 1777 S.HARRISON STREET PREMIER SERIES •LEVEL 01
TUFF SHED,INC. Checked By: ANY OTHER USE IS DENVER,COLORADO 80210
FORBIDDEN BY TUFF SHED SHEET
BuildingSize:W 0M•E"OR NOGHi-Ba_F.AREA Date' INC 8 THE ENGINEER OF (303) ESATUFF
TUFF SHED INC.ASSUMES ALL RESPONSIBILRY FOR
Scale: N.T.S. RECORD. THE CONTENT OF THES E DRA%MNGS AND THE SHEET 1 OF 1
CONSTRUCTION OF THE BUILDINGS SHON HEREIN.