HomeMy WebLinkAboutEngineering 1. BUILDING CODE: UNINHABITED UTILITY SHED UP TO 12' WIDE X UP TO 24' LONG
FLORIDA BUILDING CODE,6th EDITION(2017) LEAN-TO RECEIVED
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ)
PROVIDE 2X BLOCKING BTWN.TRUSSES.
2. DESIGN LOADING: ) �+� KING STUD 9
1 TOENAIL WITH(4)16d NAILS.TYP BOTH SIDES. FES
WIND SPEED 71609.3.1:Vult= 1 �s
Vasd= 1 Copy RAFTERS TO BE SPF#2 OR BETTER PER SCHEDULE
®® 12 ST-Lucie County,EXPOSURE: C �2 FLORIDA APPROVED OWENS CORNING Permlttlnp
ROOF LIVE LOAD: 20 PSF OAKRIDGE 30 YEAR SHINGLES-FL10674-R12
ROOF DEAD LOAD: 10 PSF -OR-
FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) FLORIDA APPROVED THOMPSON
IMPORTANCE FACTOR:(Iw): 1_0 ARCHITECTURAL METALS CO.
RISK CATEGORY: I METAL ROOFING-FL5218.1-R2
COMPONENT AND CLADDING: ROOF: 31 PSF(ZONE 1) i
WIND PRESSURE(ps1)(ASD VALUES) 66 PSF(ZONE 2,3) w DOUBLE TOP RAFTERS
O.C. RAFTERS 6O.C. RAFTERS 2O.C.
(BASED ON 10 SO FT) WALL: 36 PSF(ZONE 4) 0 = PLATES
45 PSF(ZONE 5) W N< = SPAN JOISTS JOISTS JOISTS TRIMMER STUD
6' 2X4 SPF#2 2X4 SPF#2 2X4 SPF#2
INTERNAL WIND PRESSURE COEFFICIENT: +0_18 co 3 v J 8' 2X6 SPF#2 2X6 SPF#2 2X4 SPF#2 HEADERS FOR:
(ENCLOSED BUILDING) -0_18 REFER TO THE DOOR
'0 10' 2X6 SPF#2 2X6 SPF#2 2X6 SPF#2 2
OPENINGS# TO 6'-0"USE
DETAIL SHEET FOR THE
FLORIDA BUILDING APPROVAL NUMBERS— SEE SHEET 3 FOR STEEL FLOOR WITH 3 (2)2x4 SPF#2
12' 2X8 SPF#2 2X8 SPF#2 2X6 SPF#2 DOOR DESIGN 8 OPENINGS 6-1"TO 10'-0"USE
1.WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL ANCHOR DETAIL OR FOUNDATION DETAIL WALL FRAMING TO BE 2x4 LIMITATIONS. (2)2x6 SPF#2
#FL20743.1. SPF#2 OR BETTER Q 16"O.C.
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190. IF BUILDING IS LOCATED O HEADER DETAIL FOR
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL o I UP TO 12'-0"WIDE 2
#FL10674.1-R12. IN A FLOOD ZONE THEN END WALL
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL#FL17206.2-R3. TREATED STUDS ARE REQUIRED
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- D1BUILDING SECTION -ONE SQ INCH VENT
FLORIDA BUILDING APPROVAL#FL5218.1-R2. "' FOR EVERY ONE SQ FT
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- DOUBLE TOP PLATE OF BUILDING
FLORIDA BUILDING APPROVAL#FL17667.1. DOUBLE TOP PLATE DOUBLE TOP PLATE
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D)- 1/2"PLYWOOD SPACER 1/2"PLYWOOD SPACER 1/2"PLYWOOD SPACER
FLORIDA BUILDING APPROVAL#FL17588.1.
8.OX PAPERBOARD MICHIGAN,LLC THERMO-PLY SHEATHING- TOE NAIL WITH(3)
18d NAILS,(2)ONE CRIPPLES(IF REQ. CRIPPLES(IF REQ. HEADERS FOR
FLORIDA BUILDING APPROVAL#FL16391.1-R1. ) )
SIDE,(1)OTHER SEE
SIDE HEADERS FOP. HEADERS FOR OPENINGS UP TO 6'- USE(2)2x4 SPF#2
OPENINGS UP TO 4'-0" DETAIL -OPENINGS 4'-1"TO 6'-0'USE(2)2x6 SPF#2
HEADER NAILING: RAFTER OPENINGS UP TO 3'-0" USE(2)2x4 SPF#2 OR SEE DETAIL
HEADER TO STUD- USE(2)2x4 SPF#2 OPENINGS 4'-1"TO 6'-0" KING
4-16d END NAIL USE(2)2x6 SPF#2
DOUBLED HEADER 2x4 WINDOW SILL OPE NI)NGS 6'-1"TO 8'-O" STUD TRIMMER
16d(�16" KING STUD 8 SPF#2 2x4TOP
PLATE
STAGGERED FACE NAIL SIMPSON H1 TRIMMERS TRIMMER 2z4 SPF#2
OR USP RT15 BASE PLATE
NAILING: FOR e'WIDE FLOOR DECKING BASE PLATE 2x'6 SPF#2
SIMPSON H2.5A FLOOR DECKING
REFER TO SHEET 2 OR USP RT7A BASE PLATE FLOOR DECKING I
FOR B'-12'WIDE KING STUD
FOR WALL AND ROOF
SHEATHING NAILING. WALL TOP PLATES FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0"0 FOR OPENINGS UP TO
SIDING ON SIDE WALLS SIDE WALLS 6-0"ON SIDE WALLS
MAX WALL HEIGHT FOR STUDS WINDOW HEADER DETAIL DOOR HEADE D T
EACH SHED: I OR DOOR HEADER DETAIL FOR
LT-6'-41/2"(761/2") O RAFTER TO WALL ® FOR SIDE WALLS 4B WALLS TALL S D W 4 SIDE WALLS(SHORT SIDE WALL)
Low WALL 3 CONNECTION DETAIL T. "T'
\ 111 nlnl/�
TUFF S}{E D Order#. pp# THESE DRAWINGS AND THE TUFF SHED,INC. c ti'' TITLE DRAWING NO.
DESIGN ARE THE PROPERTY S••
Customer: Drawn By: SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT FL-PLT-01
DRAWINGS ARE FORA No.76835 BUILDING SECTIONS
Storage Buildings&Garages Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E.
Site Address:
AND BUILT BY TUFF SHED. •�*= HEADER FRAMING DETAILS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES m""Eo" Checked By: ANY OTHER USE IS •.
FORBIDDEN BY BOTH TUFF i 777 S.HARRISON STREET %-o: arxr of FBC,6th EDITION(2017) SHEET
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i90
Building Sizer.".E" - '°.FT�� Scale: N.T.S. RECORD (303)753-8833 EXT.96315 i��i///SSS/ A,oNGaF\\ 155C gHEET 1 OF 3
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3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE LEAN-TO 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 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
INSTRUCTIONS. USE#8 x 2-1/4" 6' 6'-20' 8d NAILS @ 6"O.C. 0' 6'-20' 6' 6'-10' Bd NAILS @ 6'O.C. 0' 6'
SQUARE DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS @ 6"O.C. 0' 8'-24' 6' 12'-16' 8d NAILS @ 4"O.C. 0' 6'
OUSEATCH ON FIXED DOOR FOR
BOLT L
ATTACH STRIKE PLATE WITH(3) 10' 10'-24' 8d NAILS @ 6"O.C. 0' 10'-24' 6' 18'-20' 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'-14' 8d NAILS @ 6"O.C. 0' 8'
((AT)TACH((1 BOLT LATCH AT THE TOP AND SCREWS.
FIXED DOORTCHAT THE ATTACH EACHOM OFTHE LATCH •MIN 2'-6"RTN WALLS ON EACH END OF WALL- -MIN 2'-6"WALL SEGMENT 8' 16'-20' 8d NAILS @ 4.O.C. 0' 8'
ASSEMBLY WITH(4)#8 x 2-1/4"SQUARE 6' 6'-20' 8d NAILS 6"O.C. UP TO 12' 4' 8' 22'-24' 8d NAILS @ 3'O.C. 0' 8'
DRIVE WOOD SCREWS, 8' 8'-24' Bd NAILS A 6"O.C. I UP TO 12' 5' 10' 10'-18' 8d NAILS @ 6"O.C. 0' 10'
10' '- 4' 8d NAILS 6'O.C. UP TO 12' 6' 10' 20'-24' 8d NAILS @ 4'O.C. 0' 10'
° 12' 12'-24' 8d NAILS 6"O.C. UP TO 12' 7' 12' 17-20' 18d NAILS @ 6"O.C. 0' 17
12' 24' 8d NAILS 4'O.C. UP TO 17 5' 12' 1 22'-24' 18d NAILS @ 4'O.C. 0' 12'
ROOF SHEATHING(7/16"OSB) •MIN 2'-8"RTN WALLS ON EACH END OF WALL- -MIN 2'-6"WALL SEGMENT
WIDTH LENGTH FIELD NAILING EDGE NAILING
EXTERIOR DOOR SHEATHING 6' 6'-18' 8d NAILS @ 4"O.C. 8d NAILS @ 4"O.C. 6' 6'-9' 8d 4" . 3' SEE NOTE 3
8' B'-24' 8d NAILS @ 4"O.C. Bd NAILS 4"O.C. 6' 10'-12' 8d NAIL 4"O. B 2'6" RE:NOTE
DOUBLE DOOR ASSEMBLY 3/8"SMARTSIDE OR 3/8"SMARTSIDE 6' 14'-16' 8d NAILS @ 3"O.C. BS 1 2'6"(RE:NOTE )
1B TOP VIEW WITH FOIL BACKER 10' 10'-24' 8d NAILS @ 4'O.C. 8d NAILS @ 4"O.C. 8' Bd NAILS 6"O.C. 3'
" "ra INTERIOR DOOR SHEATHING 12' 12'-24' 8d NAILS @ 4"O.C. 8d NAILS @ 4"O.C. 8' iv-12, 8d NAILS 4"O.C. 3'
7/16"OSB OR 7/16"OSB WITH NOTES: 8' 14'-16' 8d NAILS 3"O.C. 3' '
FOIL BACKER 8' 8'-10' 8d NAILS @ 4"O.C. 4' 4'
BOLT LATCH ON FIXED
1.USE 8d COMMON OR GALVANIZED BOX NAILS. 8' 12'-14' 8d NAILS @ 3"O.C. 4' 4'
DOOR FOR DOUBLE DOOR
10' 10'-12' 8d NAILS a 6"O.C. 3' 7'
WHEN THE FIXED DOOR IS 10' 14'-18' 8d NAILS @ 4"O.C. 3' 7'
CLOSED AND BOTH BOLT 10' 20'-24' 8d NAILS 3"O.C. 3' 7'
LATCHES ARE ENGAGED,THE
TOP BOLT LATCH WILL REST 10' 10' A 6'
AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT 10' 17-16' 8d NAILS @ 4"O.C. 4' 6'
THE HEADER,AND THE BOTTOM
BOLT WILL REST INA PIR
TUFF SHED HINGES 10' 18'-20' 8d NAILS @ 3"O.C. 4' 6'
PRE DRILLED HOLE IN THE R DOORIDOOR1 6' 4'
FLOOR DECKING. • PANEL,FILL EVERY
HOLE IN HINGE WITH A 12'-14' 18d NAILS @ 3"O.C. 6' 4'
• • #8 x 2-1/4'SQUARE 12' 1 12'-14' 18d NAILS @ 6"O.C. 4' 8'
• DRIVE WOOD SCREW. _ 8•
DOOR THRESHOLD 2' 6'
12 1 12-16' 60 NAILS 4"O.C. 6' 6'
TABLE NOTES: 12' 1 18'-20.
6' 6'
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE WITH FOIL BACKER. 12' 12'-14' 8d NAILS @ 3"O.C. 8' 4'
O SIDE VIEWFRONT VIEW 2.NO SINGLE OPENING GREATER THAN 8'-0"
O
a•,_«ra M. «,a 3.'6'WIDE X 6'-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.
THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED,IN THE
DOORS: 3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE
A MIN.RETURN WALL ON EACH SIDE OF THE OPENING.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
4.USE COMMON NAILS OR GALVANIZED BOX NAILS.
UP TO 47"x 80 1/4"ON SINGLE HUNG DOORS AND 96'x 80 1/4" 5.FIELD NAILING FOR 3/8"SMARTSIDE:8d12"O.C.
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR 6,ON THESE BUILDNGS 6'X 10'-20'THE T DOOR IN THE END WALL WILL NEED TO BE OFF
THE LOAD CRITERIA ON SHEET 1. SET. THERE WILL BE A 2'-6"PANEL ON ONE SIDE AND A 6"PANEL ON THE OTHER SIDE OF
THE DOOR.
7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES.
Order#. PO# THESE DRAWINGS AND THEDESIGN ARE THE PROPERTY TUFF SHED,INC. ``�� ` / ' TITLE DRAWING NO.
TUFF SHED Customer: Drawn By: SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT SF.cs FL-PLT-01
DRAWINGS ARE FOR A DOOR DETAILS
Storage Buildings&Garages Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. *; NS ir
NAILING REQUIREMENTS REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED.
AffiTUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS = 7*
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET =-o. FBC,6th EDITION(2017) SHEET
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 9 Tyr of
Building Size:�o.«.«r«.�xwr w., «F O�. 155C
Scale: N.T.S. REcoaO (303)753-8833 EXT.96315 i��/acs., O q P : SHEET 2 OF 3
#12-14 X 3"HEX HEADTRIM
W I 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
SELF-DRILLING SCRE
��11 600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2' SIDING PART NUMBERS:
3/4"APA OR TECO RATED 60OS137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3644GPMP-5/8"X 36"(36"IMBED)GALVANIZED AUGER
TBG FLOOR DECKING. @ 24"O.C. ATTACH BRACKET TO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUCCO(JOIST:600S137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR Z 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4"PAN---�� DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. f BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B
HEAD SELF-DRILLING3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS(2 PER TAB) #8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C. WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS i AUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD < WIDTH LENGTH #OF ANCHORS
i SCREWS.REFERENCE SPACING CHART. \ w 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS 0 8' 8-24' 4 ANCHORS
WIDTHI SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS U) 10' 10'-24' 4 ANCHORS
6'-12' 8"O.C. AS SHOWN. 9 STUD CORNER OF THE BUILDING.12' 12'-24' 4 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING: SIDING 4-ANCHORS PROVIDE(1)AT EA.
SUGGESTED SIZES:2"x 8"x 16', 4'x 8"x 16",OR 8'x 8"x 16".
O1 STEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. a TRIM BLOCKS UNDER TRACK SPACED Q 4'-0"O.C.MAXIMUM. END WALL
4UIF:•.Ts.
ANCHOR BRACKET
TO BE FLUSH WITH
S O AUGER ANCHOR DETAIL EDGE OF TRIM
SIDING ITS UNHEATED SPACE
STUD KW BOLT AN
TRIM (INTO CONCRETE) ANCHOR BOLT& CONTINUOUS FOOTING NOTES
E: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 LENGTH ICITY PER NOTES BELOW BE WWF 6X6 WIAcW1.4.LOCATE AT MID-DEPTH OF SLAB.
LOCK NUT 6' 6'-10' 6 -OR-
3I8"CARRIAGE 6' 12.18 8 #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
BOLT(GRADE 21 FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
Z BASEPLATE 8' 8'-14' 6 a 1�4 TOP&BOTTOM 2 ALLL FFOOTINGOFORETE W1 MIN.I POUNDRMS SHALLE INSPECTED FOR SIZE AND REINR CUBIC YARD OF FORCING
8' 16'-20' 8 v FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
OTI7SWB FLOOR PLY g' 22'-24' 6 �� GRADE 3 OR FOOTINGS
TROPERLY COMPACTTED STRUCTURALL BEAR ON ED FILL.FATURAL,COMPETENT LL ALLOWABLE SOIL SOIL,
10, 10'-16' 6 BEARING PRESSURE IS 1000 PSF AT 1Y BELOW GRADE.
-OR 1D' 18'-24' B _____ v 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500PSI.
OT24SWB 12' 12'-18' 6 D ___ 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60.ALL REINFORCING
6" 0 12 2O'-24' 8 / STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 36 BAR
DIAMETERS OR 24"MINIMUM,WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY:B
1/2"HILTI KWIK BOLT TZ NOTES: T A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB 1/!-DIA X r LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5"INTO THE
EMBEDMENT DEPTH=21/4" STEEL SHEDREINFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6OC.
2.PROVIDE(1)ANCHOR AT EA.CORNER 3"C LR.
MIN.EDGE DISTANCE=6" BASE OF THE BUILDING.THE REMAINING _j nPER NOT BELO C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE L)>, TYP. WITH I BOLT LOCATED NOT MORE THAN I2"NOR LESS THAN 7 BOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE 8" DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH THICKEN D LA
SIDE EQUALLY SPACED). MIN.
SIDEWALL BRACKET DETAIL CONCRETE FOUNDATION DETAIL \
TUFF SHED Order# FDate:
DESIGN ARE THE PROPERTY TUFF SHED,INC. c E "s <�S THESE DRAWINGS AND THE NNI
TITLE DRAWING NO.
Customer: n By: SJ OF TUFF SHED.INC. THESE ENGINEERING DEPARTMENT FL-PLT-01
DRAWINGS ARE FOR A c 835 _ DETAILS
Storage Buildings&Garages 1/2/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. -*� '
g g g Site Address: AND BUILT BY TUFF SHED. REV.LEVEL 01
/\ ked By: ANY OTHER USE ISFORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET 9irAre of FBC,6th EDITION(2017) SHEET
SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i O"
BuildingSizer•.F o•-Ew n-so FT u•w N
Scale: N.T.S. RECORD (303)753-8833 EXT.96315 G��iFss/O�R I ,G\� Q 155C SHEET 3 OF 3
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RECEIVED
Tuff Shed, Inc. 0 6 �>n�g Customer Name:
State of Florida License #CBC125LFEB
cie Coun Address:
tY, Permitting
Product Approval Cover Sheet Permit #
As required by Florida Statue 553.842 and Florida Administrative Code 913-72m. Please provide the information an approval numbers for the
building components listed below if they will be utilized on the building or structure. Florida approved products are listed on line at
www.floridabuilding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 6th Edition (2017)
Standard Shed Materials
X Product Type Manufacturer Model#/ FL product HVHZ
Siding (Panel) LP Corp Panel FL9190.6-R5 YES
Siding (Lap) James L Hardie Lap FL10477.1-R6 YES
Window - Single Croft LLC Series 96 FL15585.1-R5 NO
Window - Sliding Tafco Corp Series 82000 FI-20743.1-R1 NO
Fixed Transom Innovations Inc. Transom FL17667 NO
Roof underlayment Woodland industries 151b Felt FL17206.1-R4 YES
Asphalt Shingles Owens Corning Oakridge FI-10674.1-R13 NO
Door (Double) Tuff Shed, Inc. Premier - Double Door FL22202.1-R1 YES
Door (Single) Tuff Shed, Inc. Premier - Single Door FL22202.2-R1 YES
Door (Double) Tuff Shed, Inc. ISundance - Double Door FL22202.3-R1 YES
Door (Single) Tuff Shed, Inc. ISundance - Single Door FL22202.4-R1 YES
Custom Materials Used
Steel Door - Inswing JELD-WEN 6 panel / 3068 / Inswing FL11136.1-R7 YES
Steel Door - Outswing JELD-WEN 6 panel / 3068 / Outswing FL11136.2-R7 YES
Full lite Door JELD-'NEN 3068 FL17454.1 R1 NO
Full lite Door JELD-WEN 6068
9 lite Door JELD-VVEN 3068
Metal Roofing Thompson Arch Metal Company 5V Crimp FL5218.2-R2 NO
Metal Roofing Thompson Arch Metal Company TM Rib FL5218.1-R2 NO
Flood Vents IFlood Solutions LLC lFoundation FL17588 NO