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Home My WebLink AboutPool Alarm Affidavit Tuff Shed CONTRACT Storage Buildings Garages Date: Invoice J03I 8ffl� r For: Bill To: �aSg&h Q lrc� l 1919 NW 19th St, Ste 301 Fort Lauderdale 33311-r i� f F, 3"113 Phone: 954-728-2452 Fax: 954-728-2454 Phone: t7 7d_,2/6 90.3 7 DIjSRIPTY'ORS _ SUBTOTAL 0 p) .,r7 Please make checks payable to Tuff Shed.Buyer agrees to TAX RATE purchase and pay for the products set forth in this sales order,including those referenced in the above stated warranty.Final payment is due upon delivery of building. LABOR 3 qo 00 THANK YOU FOR YOUR BUSINESS! TOTAL 1 Cus o er Signature NOTES: UNINHABITED UTILITY SHED UP TO 12'WIDE x UP TO 24' LONG 1.BUILDINGCODE: FLORIDA BUILDING CODE,6th EDITION(2017) SR600,TR700, PR 2.DESIGN LOADING: OVERHANG OPTIONS REFER TO PAGE 4 FOR TRUSS DESIGN, RISK CATEGORY: I LUMBER SIZE,TRUSS SPACING WIND SPEED: V.= 165* AND PLATE SIZE TOENAIL%MTHM V_= 128 COLLAR TIE REQUIRED ON LY AT led NAILS,(2)ONE EXPOSURE: C 12'WIDE SHEDS,SEE TRUSS CALCULATIONS, SIDE,(I)OTHER ROOF LIVE LOAD: 20 PSF SHEET 4 SIDE ROOF DEAD LOAD: 10 PSF 12 FLORIDA APPROVED OWENS RAFTER FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) CORNING OAKRIDGE 30 YEAR Q4 SHINGLES-FL10S74-1110, COMPONENT AND CLADDING: ROOF:33 PSF(ZONE 1) NOA#12-1204.03AND WIND PRESSURE(psQ(ASD VALUES) 57 PSF(ZONE 2) NOA#15-1102.03 (BASED ON 10 SO FT) 84 PSF(ZONE 31 WALL:39 PSF(ZONE 4) SINSIDE TEA4PLATEON 48 PSF(ZONE 5) TSEE INSIDEAT EACH RAFTER SEE THE TRUSS INTERNAL WIND PRESSURE COEFFICIENT: 10.18 " CONNECTION WALL TOP PLATES (ENCLOSED BUILDING) DETAIL-DETAIL2 FLORIDA BUILDING APPROVAL NUMBERS- WALL FRAMING TO BE SIDING 1.WINDOWS BY PGT INDUSTRIES,INC- FLORIDA BUILDING 3 FOR STEEL FLOOR WITH 2X4 SPF#2 OR BETTERAPPROVAL#FL242.9•R22,NOA#17.0411.09 TAIL OR FOUNDATION DETAIL (0)18'O.C. STUDS 2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6•R5. IF BUILDING IS LOCATED 3.SHINGLES BY OWENS CORNING-FLORIDA BUILDING APPROVAL I UP TO 12'WIDE _I IN A FLOOD ZONE THEN #FL1 D674.1-R13,NOA#12-1204.03 AND NOA 015-110203. iD (" FLOOD VENTS AND PRESSURE O TRUSS TO WALL 4.STARTER STRIP PLUS SHINGLE BY OWENS CORNING-NOA TREATED STUDS ARE REQUIRED- 2 CONNECTION DETAIL #16-0s2a.G1. BUILDING SECTIO I ONE SO INCH VENT 5.ROOF UNDERLAYMENT BY GARDNER ASPHALT CORPORATION- 1 ,�,,,�,,,, FOR EVERY ONE SO FT NOA 917-G427.10 OF BUILDING 6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- FLORIDA BUILDING APPROVAL#FL17667.1-R7. 7.4. SMART VENT PRODUCTS,INC-FLORIDA BUILDING APPROVAL KING STUD CRIPPLE STUD #FL582Z1-R5 DOUBLE TOP PLATE 6.TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL CRIPPLES(IF RED.) DOUBLE TOP PLATE OFL22202.1-R1 AND#FL22202.1-R7 CRIPPLES(IF REQ.) 9.SIMPSON H2 SA HURRICANE TIE-FLORIDA BUILDING APPROVAL - HEADERS FOR #FL104582•R3. - HEADERS PTO T-O' OPENINGS UPT04'-0' USE(2)2.4 SPF#2 USE((22 2X4 SPF#2 OPENINGS N-1'TO 6'-0' USE(212X6 SPF 112 OPENINGS 6'-1"TO 8'-U' 'I HEADER NAILING: U (2)2x8 SPF 92 HEADER TO STUD-4-16d END NAIL DOUBLED HEADER 2x4 WINDOW SILL STUD TRIMMER STUD -16d®i6'STAGGERED FACE NAIL FLOOR DECKING T I MER HEADERS FOR NAILING: - BASE PLATE PLATE OPENINGS UP TO 7'A'USE(2J 2X4 SPF#2 REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. KING STUD R DECKING OPENINGS T-1070 W-D"USE(2)2X8 SPF#2 FOR OP G U 8'-0' REFER TO THE DOOR DETAIL(SHEET 2)FOR MAX WALL HEIGHT FOR EACH SHED: FOR WINDOW OPENINGS UP TO 3'4' THE DOOR DESIGN SR600-5'-8114'(681/4, WINDOW HEADER DETAIL .DO H R DETAIL BALLOON FRAMED END WALL AND TTRR70fi-6 81L4 11T/B 1.1.1 FOR SIDE WALLS 3B FO S LLS 4 HEADER DETAIL FOR END WALLS order#.�a01bgy0 P.O.# THESE RAWNG AND THE TUFF SHED,INC. ..\\\ H„ •/////// TITLE DRAWING DRAWING NO. DESIGTUFF SHED Customer. Drevm By.PK OF TUFF SHED.INC.THESE PNGFNEERRINGDBPAATMBNT ` ,1 ...... FL-PR-SR-TR-0i TR-01 ORAWINGSAREFORA �� F S Is BUILDING SECTIONS $h7J8$O HU11a1D88&Gamps Slte Address Dale: BH5H8 BUILDING BIUILT BY TUFF SHED. IIICHARD J.WR.L9,P.S �* = F1F3V.LFlIE1 Ot ffFF SHED.MFG.FACILITIES A1YII.TB®'1VFP�.COM = + No. 8835 _ HEADER FRAMING DETAILS 4h(l4 �gPPM r(Y Y(�Y checked By AN OTHER USE Is I FCc'+1 fg�Fl FGA Dom: FORBIDDEN BY BOTH TUFF 1777S.HARRISON TUFFSHSIREB'1' i L*= FBC,B1h F�1T10N(2017) BST 'l Building Size:w�. SHED AND THE ENGINEER OF DENVER,COLORADO 80210 RECORD (103)753.8833 EXr.96115 %�0.y *Ais X MD Stele: N.T.S. rQ• 185C PARE 1 OF 4 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE SR600,TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK MAX. MARK DOOR HANDLE AND STRIKE WALLS END SIDE COMB. MIN TOTAL W�LS END SIDE MAX. MIN TOTAL BEING WALL WALL OPENING BEING WALL WALL COMB. COMBINED SINGLE DOOR ASSEMBLY — USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED W DTH LENGTH EDGE NAILING OPENING SHEAR WALL INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL Qg T_OP VIEW MANUFACTURER'S INSTRUCTIONS.USE xe x 2-1/4- B' B'-24' Bd NAILS 6'O.C. 0' 8'-24' •6' 6' Bd NAILS®4"O.C. SEE NOTE 3 BOLT LATCH ON FIX' DOOR FOR SQUARE aRNE W00D SCREWS. 8' 8'-24' Bd NAILS @ 8"O.C. 0' 8'-24' •8' 8'-8' ad NAILS @ 3"O.C. SEE NOTE 3 ATTACH STRIKE PLATE WITH(3) 10' 10'-24' fid NAILS @ 8"O.C. 0' 10'-24' 6' IV Bd NAILS @ 6"O.C. 0' 6' ATTf SOLT LATCH AT THE TOP AND #8 x 7 SQUARE DRIVE WOOD P1 ED TWO ATIACHEEAC�H 60LTOLA CH SCREYYS -MIN 2'•0"RTN WALLS ON EACH END OF WALL- -MIN X-0"WALL SEGMENT 6' 1g-20' ad NAILS @ 3"O.C. ASSEMBLY WITH 2-114-SQUARE 8' - Bd NAILS 6'O.C. UP TO 17 4' B' 8'-12' Bd NAILS @ 8"O.C. 0' 8' DRNE WOOD SCREWS. B' t 4' Bd NAILS 6'O.C. UP TO 17 5' 8' 14'-20' Bd NAILS @ 4"O.C. 0' 8' 8' - 8d NAILS 4"O.C. UP TO 17 4' B. 22-24' Bd NAILS @ 3"O.C. 0' 8' 10' '-4' 8 AILS 6°O.C. UP TO 12' 6' 10' 10'-18' Bd NAILS @ 6"O.C. 0' IV 10' ' 8 NA LS 4"O.C. UP TO 12' 4' 10' 18'-24' Bd NAILS @ 4" 12' 12'-24' B 12' 12'-24' 8 S 8"O.C. UP TO 12' 8' 12' 12'-18' Bd NAILS @ 8"O.C. 0' 12' 4" .C. UP T012' S' 72' 12'-24' 8 12' 20'-24' 8d NAILS @ 4"O.C. EXTERIOR DOOR SHEATHING •MINT-0"RTN WALLS ON EACH END OF WALL- -MIN T-O"WALL SEGMENT B DOUBLE DOOR ASSEMBLY WITH SMOIL BA E OR 318°SMARTSIDE ROOF SHEATHING 7116"OSB 8 SEE NOTE 3 WITH FOIL BACKER ( I TOP VIEW WIDTH LENGTH FIELDNAILING EDGENAILING SEE NOTE 3 INTERIOR DOOR SHEATHING 8' 8'-18' @ tiO. 8 4 2'RE NOTE B 7116°OSB OR 7/16°OSB WITH 8' 8'-24' @ 8 '8' - Bd NAILS 4"O.C. 3' SEE NOTE 3 BOLT LATCH ON FIXED FOIL BACKER 10' 10•24' 8 S 6 4 '8' Bd NAILS 3.O.C. 3' DOOR FOR DOUBLE DOOR 12' 72'_24' 8 6 .C. 8' Bd NAILS B'O.C. 3' WHEN THE FOXED DOOR IS B' - 8d NAILS 4"O.C. 3' CLOSED AND BOTH BOLT NOTES: B' Bd NAILS 3"O.C. 3' LATCHES ARE ENGAGED THE 1.USE 2 318"x 0.113 GALVANIZED RING SHANK NAILS. 1. 8'-10' 4'O. 4 4' TOP BOLT LATCH WILLDGE HINGE ATTACHMENT B' 12' Bd NAILS @ 3"O.C. 4' 4' AGAINST THE INSIDE EDGE OF THE V,,L, AND THEBOTTOM •0' 10'•72' Btl NAILS 4"O.C. 3' SEE NOTE BOLT WILL RE ST INA TUFF SHED HINGES 0' 13'-15' Bd NAILS 3°O.C. 3' SEE NOTE3 PRE-0RILLED HOLE IN THE R DOOWDOOR FLOOR DECKING PANEL FILL EVERY TABLE NOTES: 10' 10' Bd NAILS 6'O.C. 3' T MOLE IN HINGE WITHA 10' 12'-16' Bd NAILS 4'O.C. T T x8x2•tld°SQUARE 1 NAILING IS FOR 310°SMARTSIDE PANEL OR 318'SMARTBIDE 10' 18'-22' 8 LS 3"O.C. 3' T ORATE WOOD SCREW. WITH FOIL BACKER. DOOR THRESHOLD 2.NO SINGLE OPENING GREATER THAN 8'-0" 10' 1o' 6' 3.•8'WIDE X B'-B' 'B'WIDE X B'-12' 10'WIDE X 10'-15'LENGTH 10' 12'•14' Btl NAILS 4"O.C. 4' B' BUILDINGS ARE LASED ON 3-SIOEb DIAPHRAGM.THE END WALL 10' 16'-18' Bd NAILS 3 D.C. 4' 8' OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY 10' 10' Bd NAILS 4"D.C. ODOUBLE DOOR ASSEMBLY O HINGE ASSEMBLY SHEATHED WITH NO OPENINGS. 10' 17 Bd NAILS 3"O.C. 6' 4' 2 SIDEVIEW 3 FRONT VIEW 4.USE COMMON OR GALVANIZED BOX NAILS. 12 12' 4 B' r..e ara FR ara S.FIELD NAILING FOR 318'SMARTSIDE:Bd 8"O.C. B.ON THESE BUILDINGS 6'X10'-18'THE 3' OORIN THE EN 12 14'-18' 4' 8' DOORS: WALLWILL NEED TO BE OFF SET.THERE WILL BEA 2'PAN ON 12' 20.24 4 8' STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS ONE SIDE ANDA T PANEL ON THE OTHER SIDE OFTHE DO - g' 7.BS)-DESIGNATES WALLS THAT NEED TO BE SHEATH 2 _ 6' UPT048"x8O 1WON SINGLE HUNG DOORSAND 86"x801/4' BOTH SIDES. 12' 12' E 4' ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. TUFF SHED Ordef#.�� p,0.# THESE DRAWINGS AND THE D / TITLE DRAXNCO N0. OF TUU ARE THE PROPERTY 117PF STIED,INC. .2.1� /// Customer. Drawn By.PK OF TUFF SHED.INC.THESE HNGIINEE INODEPARTNUM ',c SF.kd1 W,$ R-PRSR-TR-01 DRAWINGS AREFGRA •k DOOR DETAILS S]DnW B1D'ldinp&G—g- Date:8/15116 BUILDING TO BE SUPPLIED RICHARD L WMIA PJL t >78835 5 z REV.LEVEL 01 Site d s NAILING REQUIREMENTS ffFF SHED,MFG.FACILITIES Checked AND OTHER USE IS SHED. RV1II.LS F97�..C70M r*� BY ANY OTHER USE FORBIDDEN BY BOOTH TUFF 1777 S.HART SON STREET t \ Dale: — FBC,8Th EDITION(2077) SXEET Building Size:.,o,,,. SHED AND THE ENGINEER OF DENVER,COLORADO 80210 a re F ! L. -Scale; N.T.S. RECORD. (303)753-8833 H7[C.96315 �0"�••.At IOP 'Q 1B6C PAGE 2 OF 4 #12-14X3"HEX HEAD I SELF-DRILLING SCR EWS I 1.STEEL SHED FOUNDATION: TRIM SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES 6007125-054-18 GAUGE STEEL TRACKS G140 ZINC COATED �q�� PART NUMBERS: 314'APA OR TECO RATED 60 0131 37-0 54-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3644GPMP-51W X 36'(36'IMBED)GALVANIZED AUGER T8G FLOOR DECKING. @ 24"D.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS 2X6 STEEL JOISTS (SUPPLIER:AWED STUCCO(JOIST:GOOS137-054/TRACK SKID THRU HOLE IN - REPORT NO.LO-FJ90129-A @ 24"OC 6GGT125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR- 2.3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR Z: 31B'Ox VCARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS #10 X 314"PAN—�...F I I DECKING.24°MAX PANEL SPAN. STAGGER PANEL LAYOUT. f BOLT AND LOCKNUT REPORT NO.LO-FJ90129-8 HEAD SELF-DRILLING 3.FASTEN FLOOR DECKING TO JOIST&TRACKS USING 6- WORIONG LOAD FOR ANCHOR SYSTEM IS 3,150 LBS SCREWS(2 PER TAB) _ #8S 1-518"ZINC PLATED SCREWS @ 12'O.C. CORNER STUD WITH THE MAXIMUM LOAD OF 5,060 LBS VENT HOLES @ 24"OC. NO BLOCKING REQUIRED.ALL EDGES SHALL LIE ON FLOOR OPTIONAL LEVELING BLOCKS JOISTS.STAGGER PANEL LAYOUT PER APA CONDITION 1. 4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTSAUGERANCHORS 2X8 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD 3 WIDTH LENGTH #OF ANCHORS BASE PLATE SCREW SPACING i SCREWS.REFERENCE SPACING CHART. W 6' 6'-18` 4 ANCHORS i S.ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS 9 8' B'-24' 4 ANCHORS WIDTH SPACING CONTINUOUSLY SUPPORTED.50 PSF FOR JOISTS ON BLOCKSm 1G' 10'-24' 4ANCHORS 6'-12' 8"O.C. AS SHOWN. STUD 12' 12'-18' 4 ANCHORS 6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SIDING 12' 20'-24' 1 6ANCHORS SUGGESTED SIZES:2"X B"x 16",4"x 8'x i6',OR B'x 8"z 18". 4-ANCHORS PROVIDE(1)AT EA TRIM CORNER OF THE BUILDING. STEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-O.O.C.MAXIMUM. END WALL 6-ANCHORS PROVIDE(1 AT EA. 1 ST ATA BLOCKS UNDER TRACK SPACED @ 4'-0'O.C.MAXIMUM. F2 �AUGEF CORNER OF THE BUILDINGAND(1)AT CENTER OF EA..SIDE WALL ANCHOR BRACKET TO BE FLUSH WITH I 'tANCHORDETAIL EOFTRIM ((IMOCONCRETES •*+ SIDING RE.DETAIL 3 SHEEP 3 UNHEATED SPAC STUD WIDTH LENGTH QTY TRIM 6' 8'-10' 8 ANCHOR BOLTS CONPNUoUS FOOTING NOTES 8' 12'-14'-18' 8 P.T.SILL PLATE 1. TOP OF SLAB TO BE VMIN.ABOVE GRADE SLAB REINFORCEMENT S- 318" NYLON 8' 8 ' 6 PER NOTES BELOW SEWWFSXSWIANAA.LOGTEATMIPDEPTHOFSIAB. 318"CARRIAGE LOCK NUT 8' 16'-20' B SIABREINFORCENENT SHALLBE FlBERMESH 1680R BLENDED BOLT(GRA ) IT 22'-24' 10 04 CONTINUOUS FIBERMESHISB FIBERMESH SHOULD BE DISPERSED UNIFORMLY Z BASEPLATE 10' 10'-14' 6 d 714 TOP BBOTTOM THROUGH CONCRETEW/MIN.I POUND PER CUBICYARD OFONCRETE 1O' 16,-2G, 6 2 ALLFOOTING FORMSSHAI SE INSPECTED FORSMEANORBNFORCING FLOOR PLY O FINISH CONCRETE FLOOR 1 FOOBEFTINGS S NHALL BEAR OCN UNDISTURBED NAWRTy COMPETENT SOIL. OT775W8 10' 22'-24' 10 GRADE 12' 12'-14' B ORPROP PRESSURE IS IM STRUCT 7BELZMI RADE. SOR -0R_ BEARING PRESSURE IS IBA PEP AT Ir BELOW GRADE. .. _ PSL OT24SWB 12' 16'-18' 8 j ___ ________ 0 1. CONCRETE:MISE -SULGWE40ORG DAY ESGT REI `ORCIN -W 5. STEEL RCIND 70BECONTINRAOE MOO RORAOESO A NULLIMORCING MIN � � 12 24 12 � ! DUMETERS ON•NNNI MNWLBCHEVER IS URGUOUS MAY EO�AMNDdUM OF]S BAR 312"HILTIKWIK BOLT TZ Z S. SEISMIC OESIGNGIEORY:A NOTES: TO � A ATTACH PRESSURETREATEO SOLE PLATE TO THE FOOTING USING STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS $ 1?DN%e'LONG SWPSON TITER XOANCHORWRH WASHERS B. OG'ANSION BOLTS SHALLBE EMBEODEDAT LFABTS INTO THE EMBEDMENT DEPTH=21/4" STEEL SHED 2,PROVIDE(1)ANCHOR AT EA CORNER RE FORCEMENi CONCPETEANDSHALL BE GPACEONOT MORETNAN O'OG MIN.EDGE DISTANCE=6" BASE OFTHEBUIL NG.THE REMAINING 23 3"CLR. PE NOTES BELOW C. THERESHALL SEAMNUIUMOF 2BOLTSPERSOLEPLATEPiECE ANCHOR SPACING:RE:KWIK \-4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE O� TYR WITH I BOLT LOCATED NOT MORE THAN Ir NOR LESS THAN 7 BOLT BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(12THE �•L e•', DIAMETERS FROM EACH ENO OF EACH PIECE REMAINING ANCHORS ON E]l LENGTH HI KENED SLAB SIDE EQUALLY SPACED). MIN.1 3 SIDEWALL BRACKET DETAIL 4 CONCRETE FOUNDATI� D L O ..+ O. TUFF SHED ober#Ia�U(J,� P.O.#. THESE ARE THE AND THE A Q / TITLE DRAWDIO NO. DESIGN RAWNGS AND THV TUFF SHED.WC. \ •• W/ /// CUslDma Drawn By.PK DRA%MN SHED.INC.THESE BNOPIHBlIINCiDHPARIMBNT �\ Ns''�(/. FL-PR-SR-TR-01 DF TUFF SAREFORA F\tln DETAILS St-geBwldkW&GBTBgw SiteAtl r ss: Date:8115178 BUILDING TO BESUPPUED RICRARDygrII-1„q•PB ?7f: MD.788 REV.LEVEL 01 T AND BUILT BY TUFF SHED. = 1 ' TUFF SHED,MFG.FACAUTIES L4 Checked By: ANY OTHER USE IS RWILLS@TUFPSBED.COM FSC,81h EDITION K _ Date: FORBIDDEN BY BOTH TUFF 1777 S.HARRLSON STBESr (201 SHEET v BUlldin lie:mm,,. SHED AND THE ENGINEER OF DHNVBR,COLORADO 60210 9T, D 9 L I 11 SCSI.: N.T.S. RECORD (303)753.8913 EXT.96315 i�""Fs..,[oRl A,.•'QQ 1850 PAGE 3 OF uv 1O 3X4 20 PLATES 3X4 20 GA PLATES 3'-0° 1 EACH SIDE C 1 EACH SIDE 3'.1 r 6'-6° S�Try6• 6'SPAN B'SPAN - REACTIONS: REACTIONS: Tz 11 MAX.VERTICAL:205 LBS. MAX.VERTICAL'255 LBS. Q' Q' MAX.UPLIFT:-190 LBS. MAX.UPLIFT:-225 LBS. 10.0° NOTE NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS 6'-0' 4 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER 10'-0' TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. N 1O'SPAN CR 3X420 TES REACTIONS: : 3X4 20 PLATES 1 EACH SIDE MAX.VERTICAL 510 LBS. VERTICAL:630 LBS. 1 EACH BIDE MAX.UPLIFT:-260 LBS. T:-340 LBS.4-� BNOTE 4� TRUSS MAY BE USED ON BUILDING LENGTHS BE USED ON BUILDING LENGTHSQ� UP T020FT UNLESS CEILING JOIST OR OTHER UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. E IS PROVIDED. w 9° 3X8 20 GA PLATES • 1 EACH SIDE 6-0 n MAXIMUM DEFLECTION(12 FT.SPAN) n VERT LL•0.06 hL VERTTL•0.08Im DESIGN LOADS: TOP CHORD LIVE LOAD 20 PSF TOP CHORD DEAD LOAD 10 PSF COLLAR TIE DEAD LOAD=5 PSF NOTES: FED.5th EDITION(2014) ANSIITPI I-2007 - —- •- TRUSSES TO BE SPACED®24°OC MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE 42 OR BETTER - - PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE YES LUMBER D.O.L.:1.25 WIND: ASCE 7-10,165 mph,Exposure C,D.O.L=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO D4 11. - ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TUFF SHED order#. xl�� P.D.# THESE DRAININGS AND THE .DESIGN ARE THE PROPERTY TUFF SHHD IND 11 11 I ; TmF DRAWING NO. Customer. �PC$1 Drawn By:PK OFTUFF SHED.INC.THESE BNU'PD3BI17NODBPARTh= Ns.,1C i� FL-PR-SR-TR-01 1 O111GSAREFORA � F.S� TRU38 DETAILS StDrWBllildaigs&Gacagm Dale: 8115116 BUILDINGTOBESUPPLIED R©3ARDygr=PJL S REV.LEVEL 01 Site Atltlress; AND BUILT BY TUFF SHED 'YO 26035 TUFF SHED,MFG.FACILITIES RY18]:.S(a}1TIF[+�.COM *.' Checked By. ANY OTHER USE IS 1777 S.RARRL40N grBEB1' �• J FED,6th EDRION 1 SHEET _ Dale: FORBIDDERUeyeSE HTUFF 4 BuIldingS SHED AND THE ENGINEEROF DENVER,COLORADID 80210 I""�" RD (307)75}8837 BXTT.96315 %9 e of y n we.Seale: N.T.S. RECOPAGE 4 OF 4 i1'NA II71NG�\\\ I jl a'�' HELPER MEN ROME: � L�x1 oi4 0 1G ftec Sao Maes DOM(Lft 0 Lembo: Ini4lals Customer-or r onsibl®-individual-.dviil:be at s1twat-rime:0Udelivery?......................................................................... f Isar of@an BPid.18llel?.(Crpe ,ueals;e.!®vslli,89a:arlNap�p� le mo,®>tHanr4°out ofla ........................................in E� Is�I'isI1B IT clesrar�ice around•all�asides of the building?............................................................................................. Isthsre,clear.wessle the building site?..............................................................................................................6........ 191he •a 110-voli</20 AMP power-outlet within 1w?.................................................................................................... Customer d allrelatedcostof sli�:r�adiness•ere,custorners responsibility?.... �rt Cush im®r has been presontedA `What to Expect"'docurtment?.................................................................................. Customer understands that changes,cancellations or postponement once pre=fab has begun will rw.ult in restooldng/rrescheduling1bia?......................................................................................................................VE W Isthis a NO FLOOR option?.............................................................................................................................................M w Ids the Customer plsn to Insulatethis building? ..........................................................................................................WE No How close to the build,s'ite can we park our vehicle?......................................................................................................—� r v M i cr eAe, -Vwroo_b l f � L 12 '� 'PUFF SHER Storage BuildingS & Garages 1777 South Harrison Street,Suite 600 • Denver,C0 80210 office:303-753-8833 • facsimile:303-474-5520 February 2,2018 To Whom It May Concern: This letter hereby authorizes the current personnel listed below, on behalf of Tuff Shed, Inc., to sign for any and all building permits as required by our company: Stacey Joseph State of Colorado County of Denver The fore oing instrument was acknowledged before me by Tom Saurey, President of Tuff Shed, Inc,,,, lorado corporation on behalf of a corporation. Tom Saay,P side Tuff Shed,In . Given under my hand and seal of office this 2nd day of February,2018. (Seal) Yigrihae of Notary Pu JANE L.UYLAKI My Commission Expires: 11/14/2019 NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20074042573 MY COMMISSION EXPIRES NOVEMBER 14,2019 www.tuffshed.com Y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH-VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT �® THE FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE 6th Edition (2017)—BUILDING 5.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) Master Permit No. Process No. Contractor's Name r7T- �("� h h� 22))11 Job Address 4OOL� C�i�P ��' 1�4�+ ( '�, L. ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE New Roof 0 Repair 17 Maintenance d1 Reroofing 07 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) �1 Ll Total(SF) 1 C Section B (Roof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING r a � �� a ` d �� .. .� � i} P .Y a I� � t �?��Y2 11 s � it �. :i y � •� a & i; K+ ,w a1 S r .t _ t'+ :, j i q' . �� •:.?a s �Q �i ,��`R � � `� ..,d ter:�_,_._..,,+ w� e. �� ,i i' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C Low Slope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,identify as"NA") Field: "oc @ Lap,#Rows @ "oc System Manufacturer: Perimeter: "oc @ Lap,#Rows_@ "oc Product Approval No.: Corner: "oc @ Lap,#Rows @ "oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: Pmax1: Pmax2: Pmax3: Field Perimeter Corner Max.Design Pressure,from the specific Product Approval system: Illustrate Components Noted and Details as Applicable: Deck: Woodblocking,Gutter, Edge Termination,Stripping, Flashing, Type: Continuous Cleat,Cant Strip, Base Flashing,Counter- Flashing,Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing,Component Material,Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor/Base Sheet&No.of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: 7FT. Base Insulation Fastener/Bonding Material: Parapet Height Top Insulation Mayer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Mean Roof Base Sheet(s)&No.of Ply(s): Height Base Sheet Fastener/Bonding Material: Ply Sheet(s)&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: FLORIDA BUILDING CODE 6th Edition (2017)—BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: N/,q Notice of Acceptance Number: 15_ p D3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: 3-3 P2: 59 P3: � Steep Sloped Roof System Description Deck Type: _7 %j Roof Slope: Type Underlayment: I ANT H10a _Lk--' 12 Insulation: N A Fire Barrier: N 1 A Shed Ridge Ventila o ? Fastener Type&Spacing: Adhesive Type: �- Type Cap Sheet: J� f- 5 h e Mean Roof Height: Roof Covering: aon QU Type&Size Drip 5 t� le a Edge: nized `J drip ,edges 15.34 FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculatigi1sl For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. Method I"Moment Based Tile Calculations Per RAS 127" (P t: x L = )-Mg: =Mri Product Approval Mf (P2:-XX _ )-Mg: =Mr2 Product Approval Mf (P�j: x X = )-Mg: =Mr, Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 . 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 =Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compared the values for F'with the values for Fr.If the F values are greater than or equal to the Fr values, for each area of the roof,then the tile attachment method is acceptable. Method 3"Moment Based Tile Calculations Per RAS 127" (P1: x L = x w:=_�-W: x cos B -=Fr,- Product Approval F' (P,: x L = x w:= -W: x cos B =Fr Product Approval F (PI: x L = x w:= )-W: x cos B =F1q Product Approval V Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier i Product Approval Restoring Moment due to Mg Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated Minimum Attachment F Product Approval Resistance Requited Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=lengthProduct Approval W=width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE 6th Edition (2017)-BUILDING 15.35 SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing SYSON installations. Additionally, the following items should be addressed as part of the agreement between the ow%aret the contractor.The owner's initial in the designated space indicates that the item has been explained. . Aesthetics-Workmanship:The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) e purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of t greement between the owner and the contractor. 2. Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in Jcordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Building. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common Roofs:Common roofs are those which have no visible delineation between neighboring units (i. ., wnhouses,condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should o the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The provides the option of maintaining this arance. 5. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause w pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and prmance of the new roofing system. Ponding conditions may not be evident until the original roofing system is r o d. Ponding conditions should be corrected. .Overflow Scuppers(wall outlets):It is required that rainwater flow off so that the roof is not overloaded fro buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the r i ents of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of th tural assembly(the building itself).The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. COMMENTS: � a n r' t' Signature Dat Contractor's Signature City of Plantation Rev.03/15/12 UL. Evaluation Report UL ER2463-02 Issued: April 5,2017 Visit UL's On-Line Certifications Directory: tr �i.tts. orft{eYiE' Ct(�t4b for current status of Report. UL Category Code: ULEZ CSI MasterFormaM DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Sub-level 2: 07 30 00—Steep Slope Roofing Sublevel 3: 07 3100—Shingles and Shakes Sublevel 4: 07 3113—Asphalt Shingles COMPANY: OWENS CORNING ONE OWENS CORNING PKY TOLEDO,OH 43659 (4119)248-7060 1.SUBJECT:Asphalt Shingles CLASSIC®,SUPREMEG, DURATIONS PREMIUM,TRUDEFINITIOND DURATION@,TRUDEFINITIONO DURATION@ STORM7m. TRUDEFINITIONO DURATION®MAX" ,TRUDEFINITIONO OAKRIDGES,OAKRIDGES, WOODCRESTO,WOODMOORG,TRUDEFINITIONO WEATHERGUARD®HP,BERKSHIRE®, DEVONSHIRE'"°, wOODSTARTS STARTER SHINGLE,STARTER STRIP PLUS,STARTER STRIP SHINGLE,AND TRI BUILT STARTER STRIP BERKSHIRES HIP&RIDGE SHINGLES,HIGH RIDGE HIP&RIDGE SHINGLES WITH SEALANT, RIZERIDGEG HIP&RIDGE SHINGLES WITH SEALANT,WEATHERGUARD9 HP HIP&RIDGE SHINGLES,PROEDGEG,DURARIDGEW HIP&RIDGE SHINGLES AND PROEDGEG STORM®HIP &RIDGE SHINGLES 2.SCOPE OF EVALUATION to 2015,2012,2009,and 2006 Intemational Buflding Code G(IBC) ■2015,2012,2009,and 2006 lntematfonal Resfdenhat Code G(IRC) ■ICC ES Acceptance Criteria for Quality Documentation(ACI 0),Dated December 2012 *ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles(AC438),Dated March 2012 The products were evaluated for the following properties: ■External Fire Exposure(ANSI/UL790,ASTM E108) ■Wind Resistance(ASTM D3161;ASTM D7158) ■Physical Properties(ICC-ES AC438) 3.REFERENCED DOCUMENTS ■ ANSIIUL790 Eighth Edition,(ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings ■ ASTM D3161-13,Standard Test Method for Wind-Resistance of Steep Slope Roofing Products (Fan-induced Method) s ASTM 07158-11,Standard Test Method for Wind Resistance of Asphalt Shingles(Uplift Force/Uplift Resistance Method) ■ UL Subject 2375,Outline of Investigation for Hip and Ridge Shingles(UL Fire and Wind Tests) ■ ICC-ES Acceptance Criteria for Alternative Asphalt Roofing Shingles(AC438), Dated March 2012 4.USES OWENS CORNING asphalt shingles described in this report are alternatives to asphalt shingles complying with Section 1507.2.5 of the 2015, 2012, 2009 and 2006 IBC and Section R905.2.4 of the 2015,2012,2009,and 2006 IRC,and are Class A roof coverings for new and existing roofs. S.PRODUCT DESCRIPTION OWENS CORNING asphalt shingles are roof covering materials complying Wth the following properties when installed as described in this report.The products are three-tab shingles,laminated shingles and hip&ridge shingles. The products are available in standard and metric sizes. Fire Classification:OWENS CORNING asphalt shingles covered under this Report have been tested for fire classification Class A in accordance with UL790(ASTM E108). Shingles tested in accordance with UL790(ASTM E108)qualify for use under Section 1505.1 of the 2015,2012,2009 and 2006 IBC and Section R902.1 of the 2015,2012,2009 and 2006 IRC. Wind Resistance: OWENS CORNING asphalt shingles covered under this Report have been tested for wind resistance in accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 are classified as Class F or Class A and qualify for use under the exception to Section 1507.2.8.1 of the 2015 IBC, Section 1507.2.7.1•of the 2012,2009 and 2006 IBC,or the exception to Section R905.2.4.1 of the 2015,2012,2009 and 2006 IRC. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations as shown in Table 1504.1.1 of the 2015 IBC,Table 1507.2.7.1 of the 2012 and 2009 IBC or Table R905.2.4.1 of the 2015,2012 and 2009 IRC,where the maximum basic wind speed is 15.0 mph(67 m/s) or less with exposure category of B or C'(ASCE 7)and a maximum building height of 60 feet(18.3 m). Installation must be in accordance with Section 1507.2.7 of the 2015,2012,2009 and 2006 IBC or Section R905.2.6 of the 2015,2012,2009 and 2006 IRC,as applicable. Physical Properties:OWENS CORNING asphalt shingles covered under this Report have been tested for physical properties in accordance with AC 438. Shingles tested in accordance with AC438 qualify as an altemative roof covering for use under Section 1507.2.5 of the 2015,2012,2009 and 2006 IBC or Section R90.5.2.4 of the 2015,2012,2009 and 2006 IRC. When installed in new construction in accordance with this report and the OWENS CORNING installation instructions,the shingles are a Class A fire classification roof covering. When the shingles are installed over existing roof coverings,the fire classification is maintained. Page 2 of 30 Florida Building Code Online Page 1 of 3 -- -Qi BCIS Home Log In 1 User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map`; Links Search.;. Florida Product Approval � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detall FL# FL22202-R1 Application Type Affirmation Code Version 2017 A Application Status Approved Z Comments 4�'D Archived 0 400 Product Manufacturer Tuff Shed,Inc. Address/Phone/Email 1777 South Harrison Street Suite 600 Denver,CO 80210 (303)474-5524 licenses@tuffshed.com Authorized Signature Tom Saurey Iicenses@tuffshed.com Technical Representative Patrick Kessler Address/Phone/Email 1777 S Harrison Street Denver,CO 80210 (303)753-8833 Ext 5617 pkessler@tuffshed.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year(of Standard) Standard Year TAS202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes LNo vN/A Product Approval Method Method 1 Option A haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bq... 3/14/2018 Florida Building Code Online Page 2 of 3 Date Submitted 01/05/2018 Date Validated 01/05/2018 Date Pending FBC Approval Date Approved 01/09/2018 Summary of Products FL# Model,Number or Name Description 22202.1 Premier Side-hinged Wood Shed Premier Side-hinged Wood Shed Door(Outswing-Double Door(Outswing-Double Door) Door)Maximum Size 8'5-3/4"wide by 7'0-1/4"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 RI C CAC CCL for 456 4-5-17.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 10/20/2017 Design Pressure: +54.6/-54.6 Installation Instructions Other:Structural only FL22202 RI II Double Door Assembly Install Details.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.2 Premier Side-hinged Wood Shed Premier Side-hinged Wood Shed Door(Outswing-Single Door(Outswing Single) Door)Maximum Size 4'6-5/8"wide by 6'4-3/4"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 R1 C CAG CCL for 456 4-5-17.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 10/20/2017 Design Pressure:+57.6/-57.6 Installation Instructions Other:Structural only FL22202 RI II Door Assembly Install Details.Ddf Verified By:Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.3 Sundance Side-hinged Wood Shed Sundance Side-hinged Wood Shed Door(Outswing-Double Door(Outswing Double) Door)Maximum Size 8'5-3/4"wide by 7'0-1/4"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 R1 C CAC CCL for 456 4-5-17.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 10/20/2017 Design Pressure:+54.6/-54.6 Installation Instructions Other:Structural only FL22202 111 II Double Door Assembly Install Details.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.4 Sundance Side-hinged Wood Shed Sundance Side-hinged Wood Shed Door(Outswing-Single Door(Outswing Single) Door)Maximum Size 4'6-5/8"wide by 6'4-3/4"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 R1 C CAC CCL for 4564-5-17.1)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 10/20/2017 Design Pressure: +57.6/-57.6 Installation Instructions Other:Structural only FL22202 R1 II Door Assembly Install Details.pdf Verified By:Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next 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 here. Product Approval Accepts: 99 M https://www.floridabuilding.orL-/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bq... 3/14/2018 WINDOW&DOOR n[] l_ MANUFACTURSRSASSOOIATtON Hallmark® Certificate of W DMAConformance and License (CCL) AdministrativeINC.ment Systems,Inc. Mfr#. 456 TEL: Product No. Product Name Standard Rating lade High Test Report# CertDate ExpDate 455-H-001.00 Premier Side-Hinged Wood Shed Door(Outswing- TAS 202-94 DP+57.6/-57.6 psf-Structural 4'-0 5/8" 6'-4 314" 77533.01407-18 04/05/2017 10/20/2017 Single) only 456-H-001.01 Sundance Side-Hinged Wood Shed Door TAS 202-94 DP+57.6/-57.6 psf-Structural 4'-6 5/8" 6'-4 314" 77533.01-407-18 04/05/2017 10/20/2017 (Outswing-Single) only 456-H-001.02 Premier Side-Hinged Wood Shed Door(Outswing- TAS 202-94 DP+54.6/-54.6 psf-Structural 8'-5 3/4" 7'-0 1/4" 77109.01-401-18 04/05/2017 10/20/2017 Double) only 456-H-001.03 Sundance Side-Hinged Wood Shed Door TAS 202-94 DP+54.6/-54.6 psf-Structural 8'-5 314" T-0 114" 77109.01401-18 04/05/2017 10/20/2017 (Outswing-Double) only WDMA and AMS HEREBY CERTIFY that the aforesaid Company("Licensee"),at its By: John McFee,VP ofCertifwadon Programs,WDMA Hallmark participating manufacturing plant(s),is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the indicated standards. It is By. ��, tj Rhonda Scholz,Authorized Representative,AMS further certified that the plant(s),facilities,quality control procedures,methods and processes of Licensee have been inspected,and are subject to regular follow-up inspection Program Sponsor. Program Administrator: and test.It is ftuther certified that samples of the products set forth above were tested and Window and Door Manufacturers Assoc Administrative Management Services,Inc. P P 330 N.Wabash Avenue,Suite 2000 205 West Main Street,PO Box 730 found to comply with the standards. Chicago,IL 60611 Sackets Harbor,NY 13685 TEL(312)6734828 www.wdma.com TEL(315)646-2234 staff@amscert.com WD-20 SI2612016 JG% Wednesday,April 5,2017 Page I of I ASSEMBLY INSTRUCTIONS: ;'. PARTS LIST ITEM PART NUMBER DESCRIPTION VENDOR NOTE:INSTRUCTION#1 THROUGH#3 ARE TO BE 1 — 7/16"APA OSB INTERIOR SHEATHING "APA APPROVED" PERFORMED IN FACTORY. INSTRUCTION 94 CAN BE SEE DETAIL'A' PERFORMED IN FACTORY OR ON JOB SITE. INSTRUCTION ' 2 — STEEL DOOR FRAME:1-1/2"STEEL DOOR FRAME QUAIL RUN FOR INSIDE VIEW ! 3 — #8 x 1 1/2"WOOD SCREW SOUTHERN CARLSON #5 IS TO BE PERFOMED ON JOB SITE. OF ASSEMBLY = 4 — 3/8"OSB SMARTSIDE EXT SHEATHING LOUISIANA PACIFIC 1. ATTACH ITEM 1(7/16"OSB INTERIOR SHEATHING)TO 3 5 — DOOR TRIM LOUISIANA PACIFIC ITEM 2(STEEL DOOR FRAME-1-112"SQ.TUBING)WITH 4 6 – NAIL SOUTHERN CARLSON ITEM 3(#8 x 1-1/2"SCREWS)@ 6"O.C.AND(2)SCREWS = AT EACH END OF EVERY STEEL TUBE AS SHOWN IN 7 390206 TUFF SHED"L"HANDLE ASSEMBLY SIERRA PACIFIC �� DETAIL'S'. 8 TS002 #8 x 2-1/4"SQUARE DRIVE WOOD SCREW GMS 6 9 HTH6096 TUFF SHED HINGE SIERRA PACIFIC 2. ATTACH ITEM 4(3/8"OSB SMARTSIDE EXTERIOR / SHEATHING)TO ITEM 2(STEEL DOOR FRAME-1-1/2" SQ.TUBING)WITH ITEM 3(#8 x 1-1/2 SCREWS)@ 6"O.C. r' i AND(2)SCREWS AT EACH END OF EVERY STEEL TUBE AS SHOWN IN DETAIL'S'. ''• i' 3. ATTACH ITEM 5(DOOR TRIM)TO ITEM 4(3/8"OSB 8 SMARTSIDE EXTERIOR SHEATHING)WITH EXTERIOR ; .' GRADE CONSTRUCTION ADHESIVE AND ITEM 6(NAILS) It @ 6"O.C.AND(2)NAILS AT EACH END OF EVERY TRIM 7 PIECE AS SHOWN. / / :z'' DOOR HANDLE AND STRIKE HURRICANE SPRING BOLT PLATE ATTACHMENT 4. ATTACH ITEM 5(HINGES)TO DOOR ASSEMBLY WITH SIERRA PACIFIC PART#1183ZN SIERRA PACIFIC PART#390206 ITEM 8(#8 X 2-1/4"SQ DRIVE WOOD SCREWS)AT i' 2 1 ATTACH(1)HURRICANE BOLT 6"FROM TOP OF LOCATIONS SHOWN ON SHEET 4. (4)SCREWS PER DOOR AND(1)6"FROM BOTTOM OF DOOR. INSTALL DOOR HANDLE PER HINGE. 2 ATTACH EACH BOLT WITH 4 #8 x 2-1/4"SQUARE MANUFACTURER'S INSTRUCTIONS.USE ( ) #8 x 2-1/4"SQUARE DRIVE WOOD 5DRIVE SCREWS SCREWS.ATTACH STRIKE PLATE WITH(2) . INSTALL OUTSIDE HANDLE(COMPONENT OF ITEM#7) #8 x 2"SQUARE DRIVE WOOD SCREWS. TO THE DOOR ASSEMBLY WITH(2)ITEM 8(#8 x 2-1/4 5 l ' �' 3 3 SINGLE DOOR ASSEMBLY SCREWS TO BE LOCATED AS SHOWN. SQUARE DRIVE SCREWS). INSTALL CAB LATCH O TOP VIEW (COMPONENT OF ITEM#7)TO THE DOOR ASSEMBLY WITH(4)#8 x 1-1/4 PAN HEAD SCREWS.ATTACH INSIDE HANDLE(COMPONENT OF ITEM#7)AND SECURE WITH WASHER AND NYLOC ON HANDLE SHAFT ( DETAIL'B' (COMPONENTS OF ITEM#7). SEE DETAIL W. 3 9 (1�, OEXPLODED DOOR ASSEMBLY ® / l - 2 —HINGE ATTACHMENT scnLe,¢=ra TUFF SHED P3EiR DOOR. ATTACH HINGES INSIDE / EACH HINGE WITH(8) HANDLE CAB LATCH #8 x 2-1/4"TUFF CREWS(SHHINGEED PN NYLOC TS002)SOR ER FROM #8 x 1-1/4"PAN PURCHASING DEPT. WASHER HEAD SCREWS HINGES TO BE DETAIL A' LOCATED AS SHOWN. PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW O HINGE ASSEMBLY DETAIL OHANDLE DETAIL 28 TUFF SHED"L"HANDLE 4 FRONT VIEW " ,.,�•.,•� ASSEMBLY TUFF 5}{E D Order#. PO# THESE DRAWINGS AND THEY DRAWINGS BY: TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED,INC. Customer: Drawn By:PK OF TUFF SHED,INC.THESE AP-FL-PGEN 01 DRAWINGS ARE FORA 4'(4060)DOOR ASSEMBLY Storage Buildings&Garages Date: 3/23/17 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT Site Address: 777 AND INSTALLATION REV.LEVEL 01 TUFF SHED,INC. Checked By: AND BUILT BY TUFF SHED. ENS. ,COLORASTREET y ANY OTHER USE U DENVER,COLORADO 80210 SHEET Dale: FORBIDDEN BY TUFF SHED (303)753-TUFF PREMIER SERIES Building SIZe:vnm„•LBNOT„.„sm„T•sa Fr.ARu INC 8 THE ENGINEER OF TUFF SHED INC.ASSUMES ALL RESPONSISRRY FOR Scale: N.T.S. RECORD. THECONTENTOPTHESEDRAWINGSANDTHE SHEET 1 OF 2 CONSTRUCTION OF THE BUILDINGS SHOWN HEREIN. h 47 1/2 OPENING PARTS LIST 1/4 ITEM PART NUMBER DESCRIPTION VENDOR 1 P4S 4060 PREMIER STANDARD DOOR TUFF SHED 2 — STEEL BASE QUAIL RUN 1/q 3 — STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED 4 – 3/4"APA FLOOR DECKING "APA APPROVED" g 7 5 HTH6096 TUFF SHED HINGE SIERRA PACIFIC 6 DOOR TRIM-VERTICAL LOUISIANA PACIFIC 7 — DOOR TRIM-HORIZONTAL LOUISIANA PACIFIC 8 — STRIKE PLATE SIERRA PACIFIC 2X 1/4 331/2 3 9 1183ZN HURRICANE SPRING BOLT SIERRA PACIFIC 10 — TRIMMER STUD MARKET LUMBER SQUARE DRIVE WOOD SCREW GMS 72 DOOR STRIK DOUBLE TOP PLATE PLATE OPTIONAL HEIGHT 9 10 CONFIGURATION 11 HEADER 33 1/2 36 DOUBLE TOP PLATE i 6 6 �11 47 DOOR 2 1/2 8 OPARTIAL FRONT VIEW r SGLE:t,t••1W INSTALLATION INSTRUCTIONS: 1. ATTACH ITEM 8(STRIKE PLATES)TO ITEM 1(4060 PREMIER DOOR)WITH ITEM 11(#8 " CRIPPLES X 2-1/4"SQ DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. (2)SCREWS PER 9 STRIKE PLATE. 11 2. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES AND STRIKE PLATES TO WALL PANEL ASSEMBLY WITH ITEM 11(#8 X 2-1/4"SQ DRIVE WOOD SCREWS)AT ;=' LOCATIONS SHOWN. (4)SCREWS PER HINGE. HEADER 3. ATTACH ITEM 8(STRIKE PLATE)TO ITEM 10(TRIMMER STUD)WITH(2)ITEM 11(#8 X 2-1/4"SQ DRIVE WOOD SCREWS)AT LOCATION SHOWN. 4. ATTACH ITEM 9(HURRICANE BOLTS)TO ITEM 1(PREMIER DOOR)WITH ITEM11(#8 X 11 2-1/4"SQ DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. (4)SCREWS PER BOLT. 2 FRAMING NOTES: 1. STUDS TO BE SPACED 16"O.C. 2. FRAME TO BE MINIMUM 2X4 SPF 11 5 3. FRAME NAILING KING STUD TO TOP PLATE,2-16d END NAIL 2ND TOP PLATE TO IST TOP PLATE,16d NAILS EVERY 12" KING STUD TO BASE PLATE,2-16d END NAIL KING STUD TO HEADER, 2 END NAIL TRIMMER STUD TO HEADERER,,2-162 TOE NAIL PARTIAL EXPLODED PARTIAL ASSEMBLY PARTIAL ASSEMBLY TRIMMER STUD TO BASE PLATE,2-16d END NAIL 6 OUTSIDE VIEW O OUTSIDE VIEW ® INSIDE VIEW 4. FASTEN BASE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH s`"E"�"'-0' u.'"•1°"''� s`"E'er"'-0 1/40 X 3"GALV HEX HEAD SELF-DRILLING SCREWS @ 12"O.C. TUFF SHED Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED,INC. Customer: Drawn By:PK OF TUFF SHED,INC.THESE 4'(4060 DOOR ASSEMBLY AP-FL-POEN-01 Storage Buildings&Garages Date: 3/23/17 DRAWINGSA RE FORA ) g g g BUILDING TO BE SUPPLIED 1N HOUSE DRAFTING DEPARTMENT REV.LEVEL 01 TUFF SHED,INC, Site Address: AND BUILT BY TUFF SHED. 1777 S.HARRISON STREET AND INSTALLATION Checked By: ANY OTHER USE IS DENVER,COLORADO 80210 SHEET Date: FORBIDDEN BY TUFF SHED (303)753-TUFF PREMIER SERIES BuildingSIZB:vADH-Dax-HEGHT-sD.FDARD INC&THE ENGINEER OF TUFF SHED INC.ASSUMES ALL RESPONSIBIL FOR Scale: N.T.S. RECORD. THE CONTENT OF THESE DRAWINGS SHEET 1 OFT CONSTRUCTION OF THE BUILDINGS SHOWN HEREIN. ti Florida Building Code Online Page 1 of 3 lity � BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search•� Za *Product r Approval iUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail r° FL# FL10456-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simpson Strong-Tie Co. Address/Phone/Email 2221 Country Lane McKinney,TX 75070 (800)999-5099 Ext 3027 kcullum@strongtie.com Authorized Signature Keith Cullum kcullum@strongtie.com Technical Representative Keith Cullum Address/Phone/Email 2221 Country Lane McKinney,TX 75069 (800)999-5099 Ext 3027 kcullum@strongtie.com Quality Assurance Representative Shelby Short Address/Phone/Email 5956 W. Las Positas Boulevard Pleasanton,CA 94588 (800)999-5099 sshort@strongtie.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service,LLC Quality Assurance Entity Benchmark Holdings,L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman,PE R6 Validation Checklist-Hardcopy Received Certificate of Independence FL10456 R4 COI ICC-ES Cert of Indeoendence 2017-12-06.pd Referenced Standard and Year(of Standard) Standard Year AISI 5100 2012 ANSI/AWC NDS 2015 ASTM D7147 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z... 3/14/2018 ti Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option C Date Submitted 12/13/2017 Date Validated 12/17/2017 Date Pending FBC Approval Date Approved 12/19/2017 Summary of Products FL# Model,Number or Name Description 10456.1 DSP,SSP Stud to Plate tie Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.)d Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:In HVHZ,if using DSP with 10dx1.5"nails to sill FL10456 R4 AE ESR-2613.odf plate,DSP with 10d common nails in SPF/HF lumber,or SSP to resist roof uplift provide supplemental connection to achieve minimum 700 lbs.uplift 10456.2 Hl,H10A,H10-2,H2.5A,H3,H4, Hurricane Ties H5,H6,H7Z Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other:In HVHZ,if using Hl,H2.5A,H3,H4,or H5 to resist FL10456 R4 AE ESR-2613.odf roof uplift,2 connectors or supplemental connection must be used to achieve min.700 lbs.uplift. 10456.3 HGT-2,HGT-3,HGT-4 Heavy Girder Tiedown Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: FL10456 R4 AE ESR-2613.odf 10456.4 HS24 Hurricane Tie Limits of Use Installation Instructions Approved for use in HVHZ:No FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:In HVHZ,if used to resist roof uplift provide FL10456 R4 AE ESR-2613.odf supplemental connection to achieve minimum 700 lbs.uplift 10456.5 PHTS30,HTS30C S16,HTS20,HTS24,HTS28, Heavy Twist Strap Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: FL10456 R4 AE ESR-2613.odf 10456.6 LFTA Light Floor Tie Anchor Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL10456 R4 AE ESR-2613.odf 10456.7 LTS12,LTS16,LTS18,LTS20 Light Twist Strap Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z... 3/14/2018 Florida Building Code Online Page 3 of 3 Other:In HVHZ,if used to resist roof uplift provide Evaluation Reports supplemental connection to achieve minimum 700 lbs.uplift FL10456 R4 AE ESR-2613 pdf 10456.8 MTS12,MTS16,MTS18,MTS20, Medium Twist Strap MTS30 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.Ddf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL10456 R4 AE ESR-2613.Ddf 10456.9 RSP4 Stud to Plate Connector Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.Ddf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other:In HVHZ,if used to resist roof uplift provide FL10456 R4 AE ESR-2613.Ddf supplemental connection to achieve minimum 700 lbs.uplift 10456.10 SP1,SP2,SP4,SP6,SP8 Stud Plate Tie Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.Ddf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other:In HVHZ,if using SP1 to resist roof uplift provide FL10456 R4 AE ESR-2613.Ddf supplemental connection to achieve minimum 700 lbs. uplift 10456.11 SPH4,SPH6,SPH8 Heavy Stud Plate Tie Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL10456 R4 AE ESR-2613.pdf aaek r9ext Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:85D-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: LPW �� M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z... 3/14/2018 ESICC AWidely reportSERVICE ICC-ES Evaluation' Report ESR-2613 ICC-ES 1 (800) 423-6587 1 (562) 699-0543 1 www.icc-es.org Reissued 06/2017 This to renewal 06/2018. l DIVISION:06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 05 23—WOOD, PLASTIC,AND COMPOSITE FASTENINGS REPORT HOLDER: SIMPSON STRONG-TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 EVALUATION SUBJECT: SIMPSON STRONG-TIP HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING ICC , ICC _ moo ICC . C PMG c� LISTED Look for the trusted marks of Conformity! �® "2014 Recipient of Prestigious Western States Seismic Policy Council AL (WSSPQ Award in Excellence" A Subsidiary of Wl�EW�DN}CIr ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a 1 recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ' ' `J MUM 170&5 to any finding or other matter in this report, or as to any product covered by the report. Pd.dCerda.&,�ycCa PCIPS 81000 Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. ESSfRVIff Most Widely Accepted and Trusted IMES Evaluation Report ESR-2613 Reissued June 2017 Revised December 13, 2017 This report is subject to renewal June 2018. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION:06 00 00—WOOD,PLASTICS,AND ties are formed from No. 16 gage galvanized steel;the H1, COMPOSITES H2.5A, H3, H5, H1OA, and H10-2 ties are formed from No. Section:06 05 23—Wood,Plastic,and Composite 18 gage galvanized steel; and the H4 tie is formed from Fastenings No. 20 gage galvanized steel. See Table 1 for tie model numbers, tie dimensions, fastener schedules, and REPORT HOLDER: allowable loads. See Figures la and lb for illustrations of the hurricane ties recognized in this report, and Figure 1c SIMPSON STRONG-TIE COMPANY INC. for illustrations of installation configurations with 5956 WEST LAS POSITAS BOULEVARD designated allowable load directions. PLEASANTON,CALIFORNIA 94588 (800)925-6099 3.1.2 HS24 Hurricane Tie: The HS24 hurricane tie www.strongtie.com anchors wood rafters or trusses to wood wall top plates. The HS24 connector is formed from No. 18 gage EVALUATION SUBJECT: galvanized steel. See Table 2 for required fasteners and allowable loads. See Figure 2 for a drawing of the HS24 tie SIMPSON STRONG-TIE® HURRICANE AND SEISMIC and a typical installation detail. STRAPS AND TIES FOR WOOD FRAMING 3.1.3 LTS, MTS, and HTS Series Twist Straps: The 1.0 EVALUATION SCOPE LTS, MTS, and HTS series twist straps are used to anchor wood trusses or rafters to wood wall double top plates, Compliance with the following codes: wood studs, wood beams, or wood rim boards. The LTS, ■ 2015, 2012, 2009 and 2006 International Building MTS, and HTS series twist straps are formed from No. 18, ® No. 16, and No. 14 gage galvanized steel, respectively. Code (IBC) See Table 3 for strap model numbers, overall strap ■ 2015, 2012, 2009 and 2006 International Residential lengths, required fasteners, and allowable uplift loads Code®(IRC) when installed with different fastener schedules. See Property evaluated: Figure 3 for a drawing of an LTS12 twist strap and two typical MTS strap installations. Structural 3.1.4 LFTA Light Floor Tie Anchor:The LFTA light floor 2.0 USES tie anchor is used as a floor-to-floor tension tie and is The Simpson Strong-Tie ® hurricane and seismic straps formed from No. 16 gage galvanized steel. See Table 4 for and ties described in this report are used as wood framing anchor tie dimensions required fasteners and the connectors in accordance with Section 2304.10.3 of the assigned allowable uplift load. See Figure 4 for a drawing � 2015 IBC and Section 2304.9.3 of the 2012, 2009 and of the LFTA connector. 2006 IBC. The products may also be used in structures 3.1.5 SP and SPH Series Stud Plate Connectors: The regulated under the IRC when an engineered design is SPI connector fastens one edge of a wood stud to the submitted in accordance with Section R301.1.3 of the IRC. contiguous edge of a wood sill plate, and the SP2 3.0 DESCRIPTION connector fastens to one side of a wood double top plate and to the contiguous edge of a wood stud.The SP4, SP6, 3.1 General: SP8, SPH4, SPH6, and SPH8 are 11/4-inch-wide (32 mm) The Simpson Strong-Tie hurricane and seismic straps and U-shaped straps with a horizontal portion that bears ties recognized in this report are installed to resist design against the wood wall top plates or sill plates and two forces on wood-frame construction resulting from the vertical legs that are nailed to the edges of a wood stud. application of the most critical effects of the load The SP and SPH connectors are fabricated from No. 20 combinations prescribed by code that include wind or and No. 18 gage galvanized steel, respectively. See Table seismic loads. 5 for SP and SPH models, connector dimensions, required fasteners, and allowable uplift loads. See Figure 5 for 3.1.1 Hurricane Ties: Hurricane ties are used to anchor drawings of the SP1 and SP2 connector, and of typical wood rafters or joists to wood wall plates or studs or to stud-to-plate connection details for the SP1, SP2, SP4, anchor wood studs to wood sill plates. The H6 and H7Z and SPH4 connectors. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to he construed Gid as on endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. a Copyright O 2017 ICC Evaluation Service,LLC.All rights reserved. Pagel of 11 ESR-2613 I Most Widely Accepted and Trusted Page 2 of 11 3.1.6 RSP4 Reversible Stud Plate Ties: The RSP4 tie Base-metal thicknesses for the connectors in this report plates are used to connect a nominally 2-inch-wide wood are as follows: stud to either a top or sill plate of a wood framed wall. The RSP4 tie connector is fabricated from No. 20 gage NOMINAL THICKNESS MINIMUM BASE-METAL galvanized steel. See Table 6 for required fasteners and (gage) THICKNESS(inch) allowable loads. See Figure 6a for a drawing of the RSP4 No.3 0.2285 connector showing overall dimensions; Figure 6b for a No.7 0.1705 drawing of a typical RSP4 installation connecting a wood No.10 0.1275 double top plate to a wood stud; and Figure 6c for a typical RSP4 installation connecting a wood stud to a wood sill No.14 0.0685 plate. No.16 0.0555 3.1.7 SSP and DSP Stud Plate Connectors: The SSP No.18 0.0445 stud-to-plate connector is used to provide a positive No.20 0.0335 connection between a single wood stud and the top or sill For SI:1 inch=25.4 mm. plate of the same wood wall, and the DSP stud-to-plate The galvanized connectors have a minimum G90 zinc connector is used to provide a positive connection between coating specification in accordance with ASTM A653. a double wood stud and the wood wall top or sill plate of Some models (designated with a model number ending the same wood wall. The SSP and DSP connectors are with Z) are available with a G185 zinc coating specification fabricated from No. 18 gage galvanized steel. See Table 7 in accordance with ASTM A653.Some models(designated for required fasteners and allowable uplift loads. See with a model number ending with HDG) are available Figure 7 for drawings of the SSP and DSP connectors with a hot-dip galvanization, also known as "batch" showing overall dimensions; a drawing of an SSP galvanization, in accordance with ASTM A123, with a installation connecting a stud to a sill plate; and a drawing minimum specified coating weight of 2.0 ounces of zinc per of a DSP installation connecting a double wood stud square foot of surface area(600 g/m2),total for both sides. assembly to a top plate. Model numbers in this report do not include the Z or HDG 3.1.8 HGT Heavy Girder Tiedown Brackets: The HGT ending, but the information shown applies. heavy girder tiedown brackets are used to provide a The HGT Heavy Girder Tiedown Brackets have a painted positive connection between wood roof beams or multi-ply finish and may also be available with the HDG finish. wood roof trusses and wood posts vertically aligned to support the end reaction of the beam or truss member.The The lumber treater or holder of this report HGT tiedown connector is a U-shaped bracket that is (Simpson Strong-Tie Company) should be contacted for installed over the top chord of the roof truss having a slope recommendations on minimum corrosion resistance of from 3:12 (14 degrees) to 8:12 (34 degrees). Other steel connectors in contact with the specific proprietary components required for the connection, such as the preservative treated or fire retardant treated lumber. anchor rods and hold-down or tie-down devices, that must be used to form a complete load path to resist design uplift 3.2.2 Wood: Supporting wood members to which these forces from their point of origin to the load-resisting connectors are fastened must be solid sawn lumber,glued- elements, that is, the vertically aligned supporting wood laminated lumber, or engineered lumber [such as post, must be designed and specified by the registered Laminated Veneer Lumber (LVL), Parallel Strand Lumber design professional. The HGT tiedown brackets are (PSL), and Laminated Strand Lumber (LSL)] having fabricated from No. 7 gage steel, and are supplied with dimensions consistent with the connector dimensions insert plates and crescent washers. See Table 8 for shown in this report. Unless otherwise noted, supporting tiedown connector models, connector dimensions, fastener wood members and supported members must have an schedules, and allowable uplift loads. See Figure 8 for a assigned minimum specific gravity of 0.50 (minimum drawing of the HGT-2 tiedown connector. equivalent specific gravity of 0.50 for engineered lumber), except as noted in Table 5 for the SPH stud plate be 3.2 Materials: connectors, which provides values for which lumber 3.2.1 Steel: Unless otherwise noted, the connectors members having assigned minimum specific gravities of described in this report are fabricated from ASTM A653, 0.50 and 0.55 are required; and Table 7 for the SSP and de dDSP stud-to-plate tie connectors, which permits lumber SS designation, Grade 33, galvanized steel with a and minimum yield strength, Fy, of 33,000 psi(227 MPa)and a having assigned minimum specific gravities of minimum tensile strength, Fu, of 45,000 psi (310 MPa). 0.43. The lumber used with the connectors described in this report must have a maximum moisture content of 19 The HTS twist straps, the SSP and DSP stud-to-plate ties, and the H2.5A hurricane tie are fabricated from ASTM percent percent for engineered lumber) except as A653, SS designation, Grade 40, steel with a minimum noted in Section 4.1. yield strength of 40,000 psi (275 MPa) and a minimum The thickness of the wood members must be equal to or tensile strength of 55,000 psi(379 MPa). greater than the length of the fasteners specified in the The body of the HGT heavy girder tiedown bracket is tables in this report, except if noted otherwise in the tables fabricated from ASTM A1011, SS designation, Grade 33, and accompanying footnotes in this report, or as required hot rolled steel with a minimum yield strength of 33,000 psi by wood member design,whichever controls. (227 MPa) and a minimum tensile strength of 52,000 psi 3.2.3 Fasteners: Bolts, at a minimum, must comply with (358 MPa), and the crescent washers of the HGT bracket ASTM A36 or A307. Nails used for connectors,straps, and are fabricated from ASTM A36 steel with a minimum yield ties described in this report must comply with ASTM F1667 strength of 36,000 psi (248 MPa) and a minimum tensile and have the following minimum dimensions and bending strength of 58,000 psi(399 MPa). yield strengths(Fyb): ESR-2613 I Most IMdelyAccepted and Trusted Page 3 of 11 NAIL NAIL 4.3.2 Seismic-force-resisting Systems under the IBC: FASTENERS DIAMETER LENGTH (Psi) Periodic special inspection must be conducted for (inch) (inches) components within the seismic-force-resisting system, in 8d x 1% 0.131 1'/2 100,000 accordance with Sections 1704.2 and 1704.12 of the 2015 8d 0.131 21/2 100,000 IBC, Sections 1704.2 and 1705.11 of the 2012 IBC, and 10d X 1'/z 0.148 - 1'/2 90,000 Sections 1704 and 1707 of the 2009 and 2006 IBC. 10d 0.148 3 90,000 4.3.3 Installations under the IRC: Special inspections are normally not required for connectors used in structures For SI:1 inch=25.4 mm. regulated under the IRC. However, for components and Fasteners used in contact with preservative treated or systems requiring an engineered design in accordance fire retardant treated lumber must comply with Section with IRC Section R301, periodic special inspection must be 2304.10.5 of the 2015 IBC, Section 2304.9.5 of the 2012, in accordance with Sections 4.3.1 and 4.3.2 of this report. 2009 and 2006 IBC, Section R317.3 of the 2015, 2012 and 5.0 CONDITIONS OF USE - 2009 IRC or Section R319.3 of the 2006 IRC, as applicable. The lumber treater or this report holder The Simpson Strong-Tie Hurricane and Seismic Straps (Simpson Strong-Tie Company) should be contacted for and Ties described in this report comply with, or are recommendations on minimum corrosion resistance of suitable alternatives to what is specified in, those codes fasteners and connection capacities of fasteners used with listed in Section 1.0 of this report, subject to the following the specific proprietary preservative treated or fire conditions: retardant treated lumber. 5.1 The connectors must be manufactured, identified and 4.0 DESIGN AND INSTALLATION installed in accordance with this report and the manufacturer's published installation instructions. A 4.1 Design: copy of the instructions must be available at the The tabulated allowable loads shown in this report are jobsite at all times during installation. based on allowable stress design (ASD) and include the 5.2 Calculations showing compliance with this report must load duration factor, CD, corresponding with the applicable be submitted to the code official. The calculations loads in accordance with the National Design must be prepared by a registered design professional Specification for Wood Construction(NDS). where required by the statues of the jurisdiction in Tabulated allowable loads apply to products connected which the project is to be constructed. to wood used under dry conditions and where sustained 5.3 Adjustment factors noted in Section 4.1 and the temperatures are 100°F (37.8°C) or less. When products applicable codes must be considered, where are installed to wood having a moisture content greater applicable. than 19 percent (16 percent for engineered wood products), or when wet service is expected, the allowable 5.4 Connected wood members and fasteners must loads must be adjusted by the wet service factor, CM, comply, respectively, with Sections 3.2.2 and 3.2.3 of specified in the NDS. When connectors are installed in this report. wood that will experience sustained exposure to 5.5 Use of connectors with preservative or fire retardant temperatures exceeding 100°F (37.8°C), the allowable treated lumber must be in accordance with Section loads in this report must be adjusted by the temperature 3.2.1 of this report. Use of fasteners with preservative factor, Ct,specified in the NDS. or fire retardant treated lumber must be in accordance Connected wood members must be analyzed for load- with Section 3.2.3 of this report. carrying capacity at the connection in accordance with the 6.0 EVIDENCE SUBMITTED NDS. Data in accordance with the ICC-ES Acceptance Criteria 4.2 Installation: for Joist Hangers and Similar Devices (AC13), dated Installation of the connectors must be in accordance with February 2017. this evaluation report and the manufacturer's published 7.0 IDENTIFICATION installation instructions. In the event of a conflict between this report and the manufacturer's published installation The products described in this report are identified with a instructions,this report governs. die-stamped label or adhesive label indicating the name 4.3 Special Inspection: of the manufacturer (Simpson Strong-Tie), the model number, and the number of an index evaluation report 4.3.1 Main Wind-force-resisting Systems under the (ESR-2523) that is used as an identifier for the products IBC: Periodicspecial inspection must be conducted for recognized in this report. components within the main wind-force-resisting system, where required in accordance with Sections 1704.2 and 1705.11 of the 2015 IBC, Sections 1704.2 and 1705.10 of the 2012 IBC, Sections 1704 and 1706 of the 2009 IBC, and Section 1704 of the 2006 1BC. ESR-2613 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—HURRICANE TIES FASTENERS; ALLOWABLE LOADS' MODEL ((luantity Type) x (lbs) Lateral-7 NO. Connection tJ lift4'6 To Rafter To Plates To-Stud pCo=7.6 Configurations Co=1.6 1-11 6-8d x 1'/2 4-8d — 545 510 190 H10A 9--%d x 1'/z. 9-10d x 1'/2 1 1,040 565 285 H10-2 6-10d 6-10d — 655 430 355 a H2:5A '54 d ._. 5-8d - 565 . 110 110. H3 4-8d 4-8d — 2 435 210 170 H5 M 4,Sd- _ '4-8d. ,._ _�;, '_ 440 ? 100 225 — - _ . 4-8d 4-8d 3 330 — — H4 4-8d 4-8d — 4 330 140 175 H6 - _ 8d" 8 8ii 1,230 — — H7Z 4-8d 2-8d 8-8d 6 830 410 For SI:1 inch=25.4 mm,1 lbs=4.45 N. 'Allowable loads are for one anchor installed to a minimum nominal 2x supported and minimum nominal 2x supporting wood member.A rafter minimum actual thickness of 21/2 inches must be used when framing anchors are installed on each side of the rafter and on the same side of the plate. ZAllowable simultaneous loads in more than one direction on a single connector must be evaluated as follows: Design Uplift/Allowable Uplift+ Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate+ Design Lateral Perpendicular to Plate/Allowable Lateral Perpendicular to Plate<1.0. The three terms in the unity equation consider all possible forces that the hurricane be may be designed and installed to resist.The number of terms that must be considered for simultaneous loading is determined by the registered design professional and is dependent on the method of calculating wind forces and the assumed load path that the connector is designed to resist. 3"Connection Configurations" shown in Figure 1c (next page) indicate the load directions F, and F2, and are details showing connector installations on the outside of the wall for clarity.Installation on the inside of the wall is acceptable to achieve the tabulated allowable loads. °Connections in the same area(i.e.truss to plate connector and plate to stud connector)must be on installed on the same side of the wall to achieve the tabulated allowable uplift loads and ensure a continuous load path. 5Allowable uplift loads have been increased for wind or earthquake loading, and no further increase is allowed. Allowable loads must be reduced when other load durations govern. 6Allowable lateral loads in the F, direction must not be used to replace diaphragm boundary members or nailing or replace solid blocking required by code to laterally support the ends of joists/rafters. 'Additional shear transfer elements must be considered the connector installation induces cross grain bending or tension of the truss or rafter members. µ- ° I 3'' 19h8' o .o • o u e/ lo • ° ° °` i 9 1n 6 O 5�,4, 1s/,e H1 H2.5A H3 FIGURE 1a—H1,H2.5A,AND H3 HURRICANE TIES ESR-2613 I Most Widely Accepted and Trusted Page 5 of 11 h-1�is 0 •� 311' ® ®�� 0 o mQ 0, o m m O s1/4' m �� 7w H4 5' ig;4s + ° 3. o • e • 2 5V; .. ° • • OI ° 3• /d O )' o H5 H6 H7Z H10-2 FIGURE 1b—H4,H5,H6,H7Z,H10A AND H10-2 HURRICANE TIES F� a• HI Installation (1-11 OA and H10-2 similar) H2.6A Installation (Nails into both top plates) (1-13 and H5 similar) . • H4 Installation H4 Installation ` (Nails into upper top plate) _ H6 Stud to MU•o8ae iu Band thl-90°f tress Joist pinta Installation ` H6 Stud to ' F Double Top Plate TVM ed Rails Irdo pWas. Installation ° MIS na is low studs F T1 EE H7Z Installation FIGURE 1c—CONNECTION CONFIGURATIONS OF HURRICANE TIE INSTALLATIONS SPECIFIED IN TABLE 1 ESR-2613 Most Widely Accepted and Trusted Page 6 of 11 TABLE 2—HS24 HURRICANE TIE FASTENERS'(Quantity-Type) ALLOWABLE LOADS(lbs)Go=1.6 MODEL Latera ""' NO. To Rafter or Truss To Double Top Plate Uplife F1 Fz HS24 8-8d x 1'/2&2-8d(slant) 8--8d 605 645 1,100 8-8d x 1'12 8-8d 625 1 625 680 For SI:1 inch=25.4 mm,1 lbs=4.5 N. '"Slant"nailing refers to 8d common nails installed as toenails on each side of the connector.The nails must be driven through the connector at an angle approximately 30°with the rafter/truss member with the nail penetrating through the rafter/truss member into the wood double top plate. The uplift loads have been increased for wind or earthquake loading.No further increase is allowed.Allowable loads must be reduced when other load durations govern. 'Allowable lateral loads in the F, direction must not be used to replace diaphragm boundary members or nailing or replace solid blocking required by code to laterally support the ends of joists/rafters. °Additional shear transfer elements must be considered the connector installation induces cross grain bending or tension of the truss or rafter member. 5F,load direction is parallel to plate,and F2 load direction is perpendicular to plate. lb F1 f ' HS24 Dimensions U.S.Patents 5,603,580 HS24 Installation and Allowable Load Directions FIGURE 2—HS24 HURRICANE TIE ESR-2613 I Most WidelyAccepted and Trusted Page 7 of 11 TABLE 3—LTS,MTS,AND HTS TWIST STRAPS TOTAL QUANTITY_ OF FASTENERS' ALLOWABLE UPLIFT LOADS23(lbs) TWIST MODEL STRAP, When Installed with 10d When Installed with STRAP LENGTH When Installed When Installed SERIES NO' (in) with 10d Common with 10dx02 Common Nails 10dx11/2 Common Nails Nails Common Nails Co=1.6 C 1.6_ LTS12 12 LTS4 LTS16 16 12 12 660 600 LTS18 18 LTS20 20 MTS1212 MTS16 16 MTS4 MTS18 18 • 14 14 990 990 MTS20 20 'MTS30 30 HTS16 16 16 16 1,310 1,310 HTS20 20 HTS5 HTS24 24 HTS28 28 20 24 1,310 1,310 HTS30 30 HTS30C 30 For SI:1 inch=25.4 mm,1 lbs=4.45 N 'Half of the fasteners must be installed on each end of the strap to achieve the allowable uplift load. 2Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building code. 3Tabulated allowable uplift loads have been increased for wind or earthquake loading.No further increase is allowed.Allowable loads must be reduced when other load durations govern. 4Each model of the LTS and MTS twist strap series(except for the MTS30)has more nail holes than the minimum quantity of nails specified in the table. 5HTS30C has the twist in the center of the strap length. 0 1°Typ. L o. o° ' 0 LTS12 Typical MTS Installation— Typical MTS Installation— (MTS and HTS Similar) Rafter to Stud Truss to Double Top Plate FIGURE 3—TWIST STRAPS ESR-2613 I Most Widely Accepted and Trusted Page 8 of 11 TABLE 4—LFTA LIGHT FLOOR TIE ANCHOR' LFTA ANCHOR DIMENSIONS(in) FASTENERSZ ALLOWABLE TENSION`LOAD''(lbs). MODEL NO. - Strap Width(W) Clear Span Overall Length(L) (4uantity-Type) Co=1 A LFTA 21/4 17 383/8 16-10d Common 1,325 For SI:1 inch=25.4 mm,1 lbs=4.45 N. 'The LFTA anchor is used to transfer tension forces between vertically aligned wood studs across floor framing with floor joists having a maximum nominal depth of 12 inches. 2Half of the fasteners must be installed on each end of the strap to achieve the allowable uplift load. 'Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building code. "Tabulated allowable uplift loads have been increased for wind or earthquake loading.No further increase is allowed.Allowable loads must be reduced when other load durations govern. : W a L T U I FIGURE 4—LFTA LIGHT FLOOR TIE ANCHOR ESR-2613 I Most Widely Accepted and Trusted Page 9 of 11 TABLE 5—SP AND SPH STUD PLATE TIES CONNECTOR FASTENERS'- ALLOWABLE UPLIFT LOAUS2'3'4 . CONNECTOR MODEL DIMENSIONS(in) (Quantity-Type) (Ibs) SERIES NO. CD=1.6 W (L) To Stud To Plate S_.G 0:50S.G.=0.55 SPI — — 6-10d 4-10d 555 555 SP2 — — 6-10d 6-10d 1,010 1,010 6-10d x 1'/2 — 825 825 SP4 39116 7'/4 6-16d x 21/2 — 850 850 SP SP6 59116 73/a 6-10d x 11/2 — 825 825 6-16d x 2'/2 — 850 850 SP8 76/16 86/16 6-10d x 11/2 — 825 825 6-16d x 21/2 — 850 850 10=1 Od x 11/2 — — 1•;040 SPH4 39/16 83/4 , 12-10d x 1'/2 — 1,280 1 175 10-10d x 11/2 — — 1 040 SPH 8PH6' 5911. 9'/4 -, 12-10d x 11/2 — 1,280 1;415 10=-10d x 1112 SPH8 75/16 83/,' . 12-10d x 1'/2 — 1,280 1,415 For SI:1 inch=25.4 mm,1 lbs=4.45 N. 'For Models SP1 and SP2, one 10d common stud nail must be installed as a toenail. It must be driven through the connector at an angle approximately 30°with the stud with the nail penetrating through the stud into the wood sill plate.(See detail on this page entitled"SP1 Nailing Profile.') 2Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building code. 3Tabulated allowable uplift loads have been increased for wind or earthquake loading.No further increase is allowed.Allowable loads must be reduced when other load durations govern. "Allowable uplift loads are given for wood assemblies consisting of lumber having an assigned specific gravity(S.G.)of 0.50,such as Douglas fir-larch,and 0.55,such as southern pine. I"7xd� S� o O v � o L Q I 9 0 u J 2gyL ¢Y• �`�4�' YY Typical SPH4 Installation: SP2 Installation: SPI Nailing Profile SP1/SP2 Stud to Wood Sill Plate Stud to Double Top Plate (SP4 Similar) 9 L aF if ' nl B ' i II o ° 10dxlWNe(Is '.a Each Side of Stud SPI Installation: Stud to Sill Plate Typical SP4 Installation: Double Top Plate to Stud(SPH Similar) FIGURE 5—SP AND SPH STUD PLATE TIES ESR-2613 I Most WIdely Accepted and Trusted Page 10 of 11 TABLE 6—RSP4 REVERSIBLE STUD PLATE CONNECTOR' FASTENERS MODEL (Quantity-Type) ALLOWABLE LOADSz' (Ibs)Co ,1.6 NO. e - Lateral' To Stud To Plate Connection Configuration`` Uplift - r z Stud to Double Top Plate 390 165 245 RSP4 4-8d x 1 /z 4-8d x 1 /z Stud to Sill Plate 245 165 225 For SI:1 inch=25.4 mm,1 lbs=4.45 N. 'Refer to Figure 6a for overall dimensions of the RSP4 plate connector. 2Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. .'Tabulated allowable loads have been increased for wind or earthquake loading. No further increase is allowed. Allowable loads must be reduced when other load durations govern. 4Refer to Figure 6b and 6c for connection configurations. 5F, load direction is parallel to plate,and F2 load direction is perpendicular to plate. �13/8 . Fi N 6- 'ID .o 00 414- 00 X1(1 00 00 FIGURE 6a—RSP4 STUD FIGURE 6b—RSP4 INSTALLATION: FIGURE 6c—RSP4 INSTALLATION: PLATE CONNECTOR STUD TO DOUBLE TOP PLATE STUD TO SILL PLATE IL DIMENSIONS U.S.PATENT 5,697,725 TABLE 7—SSP AND DSP STUD PLATE TIE CONNECTORS FASTENERS ALLOWABLE UPLIFT LOADS'T3'`(lbs) 'MODEL . _ (Quantity-Type). Cn71.6 NO. . Double Top Plate Sill Plate Studs Double Top Plate Sill Plate S.G.=:0.50 S.G.=0.50 S.G.=0.43 4-10d x 1'!z 3-10d x 1'/2 — 330 — — — 1-10d x 1'/z — 395 310 SSP 3-10d — 410 — 4-10d — 1-10d — 430 400 6-10d x 1'/2 - 8-10d x 1'/a DSP 2-10d x.1'12 620 515 6-10d — 780 — 8-10d - — 2710d 780 565 For Si:1 inch=25.4 mm,1 lbs=4.45 N. 'Tabulated allowable uplift loads have been increased for wind or earthquake loading no further increase allowed. Reduce loads when other load durations govern. zWhen cross-grain bending or cross-grain tension cannot be avoided,mechanical reinforcement to resist such forces should be considered. 3For Sill Plate allowable uplift loads,all round nail holes in the connector must be filled with the specified quantity and type of nails. 4For Double Top Plate allowable uplift loads,all round and triangular nail holes the tie connectors must be filled with the specified quantity and type of nails. o V- 2 g 4 o p 13/8° 2314. i SSP DSP SSP Installation: DSP Installation: U.S.Patent U.S.Patent Single Stud to Sill Plate Double Stud to Double Top Plate 7,065,932 7,065,932 7,356,973 7,356,973 FIGURE 7—SSPIDSP STUD PLATE TIES ESR-2613 I Most Widely Accepted and Trusted Page 11 of 11 TABLE 8—HGT HEAVY GIRDER TIEDOWN CONNECTORS"2 HGT.CONNECTOR DISTANCE BETWEEN FASTENERS ALLOWABLE'UPLIFT '. MODELS` WIDTH THREADED RODS (Quantity-Type) LOADSss NO. (VII) (on center) CD=1 6 i ,(in.) (inches) Threaded Rod 78 To Multi-ply Truss lbs HGT-2 35/,s 53/4 2–s/8"Dia. 16-10d 10,345 HGT-3 4s/,s 7'/8 2=s/s"Dia. 16-10d 10;840 HGT-4 69/15 9 2-5/e"Dia. 16-10d T 11,395 For SI:1 inch=25.4mm,1 lbs=4.45 N. 'The HGT connector can accommodate top chord slopes from minimum 3:12 (14°)to maximum 8:12 (34°) and are provided with crescent washers for sloped top chord installations. 'Ali elements of the tie-down assembly (multi-ply trusses, vertically aligned wood studs/posts, and the full-height threaded rods) must be designed to resist applied loads. 3The HGT-2,HGT-3,and HGT-4 connector attaches to the heel joint of a two-ply,three-ply,and four-ply wood truss,respectively,where each IW hickness is nominal 2 inches. en the HGT-3 is used with a two-ply truss, shimming is required, and the shimming material must be similar(thickness and grade of lumber)as the truss member material.Additionally, the entire assembly must be designed by a registered design professional to act as one unit. 5Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. SThe uplift loads have been increased for wind or earthquake loading with no further increase is allowed. Reduce loads when other load durations govern. 7Full-height threaded rods are shown in Figure 8 for illustration purposes only, as one method of transferring the design load from the HGT connector to the foundation.The threaded rod material specifications must be specified by the registered design professional. 9Two LBP 5/8-inch washers must be installed on top of each crescent washer. LBP washers and crescent washers are required. Crescent washers are supplied with the connector.LBP5/8 washers are available from Simpson Strong-Tie Company,and are 2-inch square by 9/54-inch thick galvanized steel washers with a center bolt hole to accommodate a 5/8-inch diameter threaded bolt/rod. Install two LBP5/a'washers on top of each crescent washer (total four W washers)for wood installation.All washers and crescent washers are required. Crescent washers are supplied. Crescent washer ~ l suppliedand ►\ ;, "' required 0 11 t� c u 358" I < HGT-2 ., (HGT-3 and HGT-4 similar) Typical HGT-3 Installation with full height threaded rod.The design of the threaded rod, including any necessary hardware or shrinkage compensating devices,is outside the scope of this report FIGURE 8—HGT HEAVY GIRDER TIEDOWN CONNECTOR -Miami-Dade County Page 1 of 1 Miami-Dade County Building Product Information for N.O.A. 15-1102.03 NOA eM 15-1102.03 1� (librarv/productcontrol/noa/15110203.pdf) Superseded—By File Status File Approved File Classification High velocity hurricane zone Category Roofing Subcategory Asphalt Shingles Material Laminate Applicant Owens Corning Roofing and Asphalt LLC(po-result detail app.asp?app alias=100938) Expiration—Date February/3/2021 Impact—Rate Unselected/Unknown Maximum—Design—Pressure—Positive 0 Maximum—Design—Pressure—Negative 0 Description Oakridge(R)Shingles Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIAWDADE e http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=15-1102.03&BasicSearch... 3/14/2018 MIAMI-DADE COUNTY MlAMi, M PRODUCT CONTROL SECTION r REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 llE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Owens Corning Roofing and Asphalt,LLC One Owens Corning Parkway Toledo, OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Oakridge®,TruDefinition Oakridge®,and TruDefinition Oakridge®Artisan Colors Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided.to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0430.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Gaspar J Rodriguez. ' -! NOA No.: 15-1102.03 Mu►rn•nAD COUNTY Expiration Date:02/03/21 Approval Date:01/21/16 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Asphalt Shingles Materials: Laminate Deck Type: Wood SCOPE This approves a roofing system using Oakridge®,TruDefinition Oakridge®,and TruDefinition Oakridge® Artisan Colors asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Oakridge®, 131/4" x 39'/8" TAS 110 A heavy weight,fiberglass reinforced laminate TruDefinition Oakridge®,and asphalt shingle with continuous bead of TruDefinition Oakridge® sealant. Artisan Colors Manufacturing Locations#1,2,3,4 Oakridge®, 131/4" x 39 3/8" TAS 110 A heavy weight, fiberglass reinforced laminate TruDefinition Oakridge®,and asphalt shingle with dashed bead of sealant. TruDefinition Oakridge® Artisan Colors Manufacturing Location#1,2,3,4,5 MANUFACTURING LOCATION 1. Memphis,TN 2. Irving,TX 3. Savannah,GA 4. Jacksonville,FL 5. Atlanta,GA EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Construction OCF-153-02-01 TAS 100 09/22/10 Materials Technologies OCF-152-02-01 TAS 100 09/21/10 OCF-158-02-01 TAS 100 11/10/10 OCF-151-02-01 TAS 100 09/27/10 OCF-150-02-01 TAS 100 09/21/10 OCF-165-02-01 TAS 100 01/07/11 OCF-170-02-01 TAS 100 06/06/11 OCF-177-02-01 TAS 100 12/05/11 OCF-178-02-01 TAS 100 02/02/12 NOA No.: 15-1102.03 Mu MI-DADe couNnr Expiration Date:02/03/21 Approval Date:01/21/16 Page 2 of 4 i H. t1 v Underwriters 09NK14530 ASTM D 3462 12/31/09 Laboratories R2453 ASTM D 3462 10/11/10 R2453 ASTM D 3462 11/03/10 R2453 ASTM D 3462 10/11/10 R2453 ASTM D 3462 10/11/10 R2453 ASTM E 108 01/13/11 R2453 ASTM E 108 10/11/10 R2453 ASTM E 108 11/03/10 R2453 ASTM E 108 10/11/10 R2453 ASTM E 108 10/11/10 09NK14530 TAS 107(ASTM D 316 1) 12/31/09 R2453 TAS 107(ASTM D 316 1) 10/27/15 IONK13947 TAS 107(ASTM D 316 1) 11/12/10 R2453 TAS 107(ASTM D 316 1) 10/11/10 R2453 TAS 107(ASTM D 316 1) 10/27/15 IONK13947 TAS 107(ASTM D 3161) 01/28/11 11CA15662 TAS 107(ASTM D 316 1) 05/27/11 11CA65092 ASTM D 3462/TAS 107(ASTM D 316 1)/ASTM E 108 02/14/12 11CA40912 ASTM D 3462/TAS 107 (ASTM D 3161)/ASTM E 108 11/30/11 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detail'B', attached. LABELING 1. Shingles shall be labeled with the Miami-Dade Seal as seen below, or the wording"Miami-Dade County Product Control Approved". QMLAM-DAYEC=0U BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 15-1102.03 MIAMI•DAD,COUNTY Expiration Date:02/03/21 Approval Date:01/21/16 Page 3 of 4 I DETAIL A EDGE OF ROOF i , , , 13" THIRD COURSE --------------------61 �- SECOND COURSE , L ME , , FIRST COURSE DETAIL B 39 3/8" 13-1/4" 61° 5 5/8" EXPOSURE END OF THIS ACCEPTANCE NOA No.: 15-1102.03 rtLAMI-Dane COON r Expiration Date:02/03/21 Approval Date:01/21/16 Page 4 of 4 -Miami-Dade County Page 1 of 1 Miami-Dade County Building Product Information for N.O.A. 15-0707.09 NOA 15-0707.09 t (library/productcontrollnoall507O7O9.pdf) Superseded_By 17-0427.10 File Status Superseded File Classification High velocity hurricane zone Category Roofing Subcategory Underlayments Material Unknown/Unselected Applicant Gardner Asphalt Corporation (pc-result detail app asp?app alias=100905) Expiration—Date March/28/2018 Impact—Rate Unselected/Unknown Maximum_Design_Pressure_Positive 0 Maximum_Design_Pressure_Negative 0 Description Gardner Underlayments Green Sustainable Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (/building/pc-result key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIAM�i7iADE '® http://www.miarmdade.gov/building/pe-result_app.asp?fldNOA=15-0707.09&BasieSearch... 3/14/2018 MIAMI in MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Gardner Asphalt Corporation 4161 W.71 Avenue Tampa,FL.33605 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to.perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Gardner Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1120.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. q� �� NOA: 15-0707.09 htu►t�i•uEwe CO�Fgjmqrjajutvnr Expiration Date: 03/28/18 Approval Date: 04/06/17 Page 1 of 4 v ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: Asphalt TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description APOC Tuff-Felt 26 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2 Manufacturing square#30. Location#1, 2 United FGUR20 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2 Manufacturing square#30. Location#1, 2 APOC Tuff-Felt 46 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location#1, 2 United FGUR10 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4 Manufacturing square#15. Location#1, 2 United FGUR70 18"x 72' rolls ASTM D 226 Type 11 Asphalt Saturated Felt underlayment, 1 Manufacturing square#30. Location #1, 2 GatorSkin 42"x 285.8' rolls ASTM D 226 Type II Synthetic roof underlayment comprised Manufacturing of layers of polyolefin film. Location#3 Weather-Armor CX-L 37.25"x 145' rolls ASTM D 226 Type II High strength hybrid underlayment Manufacturing comprised of two layers of polyolefin and Location#3 polyester synthetic fabric with a thin layer of modified bitumen between the two plies. Weather-Armor SB-1 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified Manufacturing asphalt,granulated self-adhered Location 94 underlayment. NOA: 15-0707.09 MIAMI DAD;COUNTY Expiration Date: 03/28/18 Approval Date: 04/06/17 Page 2 of 4 MANUFACTURING LOCATIONS: 1. Tacoma,WA. 2. Eutaw,AL. 3. Hangzhou,China. 4. Springville,AL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials GGI-100-02-01 ASTM D 226 06/22/12 Technologies GGI-101-02-01 ASTM D 226 06/22/12 GGI-132-02-01 ASTM D 226 04/28/15 GGI-176-02-01 ASTM D 226 09/26/16 GGI-178-02-01 ASTM D 1970 10/25/16 INSTALLATION 1. Gardner Underlayments listed herein shall be installed in strict compliance with applicable Building Codes. 2. Gardner Underlayments listed herein shall be installed with a minimum 4-inch head lap and 6-inch side laps. 3. APOC-Tuff Felt 26,United FGUR20,APOC-Tuff Felt 46,United FGUR10,United FGUR70, GatorSkin,and Weather Armor CX-L shall be fastened with corrosion resistant tin-caps and approved roofing nails spaced 6 inches o.c.minimum at all laps and three staggered rows fastened at 12 inches o.c.minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the roof deck. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA: 15-0707.09 MIAMMADE COUNTY Expiration Date: 03/28/18 Approval Date: 04/06/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Weather-Armor SB-1 shall not be hot mopped; refer to manufacturer's published literature for product compatibility. 4. Gardner Underlayments listed herein are components used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. Gardner Underlayments listed herein shall not be left exposed as a temporary roof for longer than 30 days of application. 6. APOC-Tuff Felt 26, United FGUR20, APOC-Tuff Felt 46, United FGUR10, and United FGUR70 may be used with Asphalt shingles, Wood shakes and shingles,Non-structural metal roofing, quarry slate, and as an anchor sheet in tile roof assemblies. 7. GatorSkin, Weather Armor CX-L, and Weather-Armor SB-1 may be used with Asphalt shingles, Wood shakes and shingles,Non-structural metal roofing, and quarry slate. 8. Gardner Underlayments listed herein may be used with any approved roof covering Notice of Acceptance listing Gardner Underlayments listed herein as a component part of an assembly in the Notice of Acceptance. If Gardner Underlayments listed herein is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 9. For fire classification of specific roof assemblies using Gardner Underlayments listed herein refer to a current Approved Roofing Materials Directory for fire ratings of this product. 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA: 15-0707.09 hnataI•nane couNnr Expiration Date: 03/28/18 Approval Date: 04/06/17 Page 4 of 4 Florida Building Code Online Pagel of 3 i. BCIS Home ( Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications, FBC Staff BCIS Site Map j Links •Search.; ? �Product Approval USER:Public User db'r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL9190-RS m- �- Application Type Revision Code Version 2017 Application Status Approved Comments Archived �? Product Manufacturer LP Building Products Address/Phone/Email 414 Union Street-Bank of America Plaza Suite 2000 Nashville,TN 37219 (352)425-7457L cw.macomber@lpcorp.com Authorized Signature CW Macomber cw.macomber@lpcorp.com Technical Representative CW Macomber Address/Phone/Email 5712 SW 40th Place Ocalo,FL 34474 (352)425-7457t� cw.macomber@lpcorp.com Quality Assurance Representative CW Macomber Address/Phone/Email 5712 SW 40th Place Ocala,FL 34474 (352)425-7457`-'• cw.macomber@lpcorp.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Do Kim,P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity APA-The Engineered Wood Association Quality Assurance Contract Expiration Date 12/31/2022 Validated By CBUCK Engineering i Validation Checklist-Hardcopy Received Certificate of Independence FL9190 R5 COI LP Certificate of Independence pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9190 R5 Eauiv equivalency of standard form.pd Sections from the Code 1405 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraM=wGEVXQwtDquJP W%2b4Ut... 3/14/2018 • Florida Building Code Online Page 2 of 3 1604.3.1 1609.1 1616.3.1 1626.1 2304.6 Product Approval Method Method 2 Option B Date Submitted 10/09/2017 Date Validated 10/26/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 9190.1 LP SmartSide 38 Series Strand Vertical siding for board&batten applications. Substrate Verticle Siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9190 R5 II Strand Substrate Siding Fastener Tables pdf Approved for use outside HVHZ:Yes FL9190 R5 II TN 028 Vertical Siding 12-22-16- Impact Resistant:No Strand.0df Design Pressure:N/A Verified By:APA-The Engineered Wood Association Other:Refer to Evaluation Report. Product is not impact Created by Independent Third Party:Yes resistant.In HVHZ,must be used in conjunction with Evaluation Reports approved impact resistant product except for uninhabitable FL9190 R5 AE Evaluation Report of LP Sidina 9190- structures such as sheds. 2017.pd Created by Independent Third Party:Yes 9190.2 LP SmartSide Cedar Shake Lap Architectural Collection Cedar Shake 76 Series Lap Siding Siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9190 R5 II Fiber Substrate Siding Fastener Tables.pd Approved for use outside HVHZ:Yes FL9190 R5 II LPZBOS07-Cedar Shakes-Lap pdf Impact Resistant:No Verified By: APA-The Engineered Wood Association Design Pressure:N/A Created by Independent Third Party:Yes Other:Refer to Evaluation Report. Product is not impact Evaluation Reports resistant.In HVHZ,must be used in conjunction with FL9190 R5 AE Evaluation Report of LP Siding 9190- approved impact resistant product except for uninhabitable 2017.pdf structures such as sheds. Created by Independent Third Party:Yes 9190.3 LP SmartSide Fiber Substrate Bold Architectural Collection Primed Bold Profile 120 Series Lap Profile Lap Siding Siding(D5,T4,D8,T5,Q4) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9190 R5 II Fiber Substrate Siding Fastener Tables.ndf Approved for use outside HVHZ:Yes FL9190 R5 II LPZB0504-Architectural Collection-Bold Impact Resistant:No Profile-Lao.odf Design Pressure:N/A Verified By: APA-The Engineered Wood Association Other:Refer to Evaluation Report. Product is not impact Created by Independent Third Party:Yes resistant.In HVHZ,must be used in conjunction with Evaluation Reports approved impact resistant product except for uninhabitable FL9190 R5 AE Evaluation Reoort of LP Siding 9190- structures such as sheds. 2017.odf Created by Independent Third Party:Yes 9190.4 LP SmartSide Fiber Substrate Lap Foundations 76 Series Primed Lap Siding.Architectural and Panel Siding Collection 76 Series Primed Colonial and 120 Series Primed Self-aligning Lap Siding. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9190 R5 II Fiber Substrate Sidino Fastener Tables.odf Approved for use outside HVHZ:Yes FL9190 R5 II LPZB0510-Foundations and Architectural Impact Resistant:No Collection-LaD.Ddf Design Pressure:N/A FL9190 R5 II LPZB0511-Foundations and Architectural Other:Refer to Evaluation Report. Product is not impact Collection-Panel.Ddf resistant.In HVHZ,must be used in conjunction with Verified By: APA-The Engineered Wood Association approved impact resistant product except for uninhabitable Created by Independent Third Party:Yes structures such as sheds. Evaluation Reports FL9190 R5 AE Evaluation Report of LP Siding 9190- 2017.odf Created by Independent Third Party:Yes 9190.5 LP SmartSide Perfection Shingle Fiber substrate lap siding. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9190 R5 II Fiber Substrate Sidino Fastener Tables pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJP W%2b4Ut... 3/14/2018 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes FL9190 R5 II LP SS Perfection Shinale 7-31- Impact Resistant:No 17 FINAL.odf Design Pressure: N/A Verified By: APA-The Engineered Wood Association Other:Refer to Evaluation Report. Product is not impact Created by Independent Third Party: Yes resistant.In HVHZ,must be used in conjunction with Evaluation Reports approved impact resistant product except for uninhabitable FL9190 R5 AE Evaluation ReDort of LP Sidina 9190- structures such as sheds. 2017.Ddf Created by Independent Third Party:Yes 9190.6 LP SmartSide Strand Substrate Lap Precision Series 38 and 76 Series Primed Lap Siding. and Panel Siding Precision 38,76,190 Series Primed Panel Siding including Silvertech&Smartfinish. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9190 R5 II LPZBOS12-Precision Series-Panel.pd Approved for use outside HVHZ:Yes FL9190 R5 II LPZBOS15-Precision Series-Lap.pdf Impact Resistant:No FL9190 R5 II Strand Substrate Siding Fastener Tables pdf Design Pressure: N/A Verified By:APA-The Engineered Wood Association Other:Refer to Evaluation Report. Product is not impact Created by.Independent Third Party: Yes resistant.In HVHZ,must be used in conjunction with Evaluation Reports approved impact resistant product except for uninhabitable FL9190 R5 AE Evaluation Report of LP Siding 9190- structures such as sheds. 2017.Ddf Created by Independent Third Party:Yes Back Next 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 850.487.13950."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: ® EL'hed M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJP Wg/o2b4Ut... 3/14/2018 ' PRECISION SERIES 38 AND 76 SERIES SMARTSIOE" PRIMED LAP SIDING emoiNcaaooucrs TRIMS SIDING • At the time of manufacture,siding meets or exceeds the per- Moisture control and moisture vapor control are critical formance standards set forth in ICC-ES-AC321 and has achieved elements of proper housing design.Check your local building code recognition under ESR-1301,CCNC 11826,APA recognition codes for application procedures for handling moisture and under PR-N124,and HUD recognition under HUD-MR-1318.For water vapor in your area. copies of ESR-1301,call LP Customer Support at 1-800-648-6893 or go online at http://www.ice-es.org/reports/pdf_files/ICC-ES/ When using wet blown cellulose insulation,the insulation ESR-1301.pdf or http://www.apawood.org. must not be in direct contact with the siding and it must be allowed to dry a minimum of 24 hours or longer if specified by • Minimum 6 in.clearance must be maintained between siding the insulation manufacturer. and finish grade. • As with all wood products,do not apply engineered wood • Siding applied adjacent to porches,patios,walks,etc.must have siding to a structure having excessive moisture conditions such a clearance of at least 1 in.above any surface. as drying concrete,plaster or wet blown cellulose insulation.If such conditions exist,the building should be well ventilated to • Minimum 1 in,clearance at intersection with roof line allow it to dry prior to the application of the siding. • Apply siding in a manner that prevents moisture intrusion and Siding must not be applied to green or crooked structural water buildup. framing members.Do not apply siding over rain-soaked or buckled sheathing materials. • All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water buildup. Gutters are recommended for control of roof water run off. • See alternate fastening options for fastening lap siding to SIP, SECONDARY WATER-RESISTANT BARRIER ICF and Steel Frame assemblies. • A properly installed breathable water-resistive barrier is • DO NOT USE STAPLES required behind the siding.Consult your local building code for details. • SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, CONCRETE,BRICK,STONE,STUCCO OR MORTAR. • LP will assume no responsibility for water penetration. GAPS & SEALANTS � . , • Store off the ground well supported,on a flat surface,under a •Seal all gaps with a high-quality,non-hardening,paintable roof or separate waterproof covering sealant.Follow the sealant manufacturer's instructions for application. • Keep siding clean and dry.Inspect prior to application. •Use a high-quality exterior sealant meeting the ASTM C920, minimum Class 25 sealant. SPACINGSTUD • Precision 38 Series lap may be installed on studs spaced FLASHING, WINDOWS, DOORS & OPENINGS a maximum of 16 in.O.C.See alternate fastening option for fastening 38 series 6 in.and 8 in.lap on studs spaced a maxi- •All openings must be properly sealed or flashed in a manner that mum of 24 in.O.C. prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages. • Precision 76 Series lap may be installed on studs spaced a maximum of 24 in.O.C. • In all installations over masonry or concrete walls,the wall shall be furred out and open at the top and bottom of the wall to allow for convective ventilation between framing spaced 16 in.O.C. The framing shall be of adequate thickness to accept 1-1/2 inches of nail penetration. A properly installed breath- able water-resistant barrier is required between the siding and masonry or concrete walls. APPLICATION INSTRUCTIONS (CONT.) KICK-OUT FLASHING FINISHING INSTRUCTIONS •Install kick-out flashing to direct the water into the gutter DO • Prime and paint all exposed surfaces including all drip •Install step flashing with minimum 4 in.upper leg edges or where water will hang. • Apply finish coat as soon as possible or within 180 days •Properly integrate flashing with the secondary water-resistive of application. barrier. Use housewrap,flashing tape,z-flashing,or other items • High-quality acrylic latex paint,specially formulated for use on as needed to maintain the counterflashing principle. wood and engineered wood substrates,is highly recommended. Semi-gloss or satin finish oil or alkyd paints are acceptable.For •00 NOT extend the siding or trim into the kick-out flashing or flat alkyd paint,please check with the coating manufacturer for gutter their recommendations for use on composite wood siding. • Follow the coating manufacturer's application and •Maintain a clearance between the end of the gutter and the maintenance instructions, adjoining wall to allow for proper maintenance of the siding DO NOT USE •Prime and paint ALL exposed cut edges • Semi-transparent and transparent stains. • Shake and shingle paints. • Vinyl-based resin formulas such as vinyl acetate,PVA, vinyl acetate/acrylic copolymer paints. HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION.TOUCH LP Siding UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING Minimum 1"clearance APPLICATION PER PREFINISHERS SPECIFICATIONS. between trim and roofing NAILING INSTRUCTIONS • LP SmartSide 76 Series lap siding may be attached directly to framing members spaced up to a maximum of 24 in.O.C. • LP SmartSide 38 Series lap siding may be attached directly to framing members that are spaced up to a maximum of 16 in.O.C. • Check your local building code before starting to install the sid- ing to confirm if wall sheathing is required. Clean rain Siding joints should be staggered over successive courses.For gutter installation with or without wood structural panels,joints must occur over stud locations. • Siding shall be installed with top(blind)nailing,with the nails placed 3/8 in.from either end and a minimum of 3/4 in.from Do not run trim or siding inside the top edge of the board.Fasteners will be exposed on siding of the kick out flashing located immediately below window sills,fascia boards,and horizontal trim.Fasteners below window sill shall be spaced a maximum of 8 in.O.C. • Overlap successive courses of siding a minimum of 1 in. SmartLock Overlap&Blind Fastening Trim should be thick enough so the siding does not extend beyond the face of the trim. Self-aligning rabbet •Trim and fascia must be applied in a mannerthat will not allow moisture intrusion or water buildup. 0 3/4 in;nail •LP°SmartSide°siding is not designed and/or manufactured 1 in.overlap IMAM spacing to be used as trim or fascia.LP SmartSide trim and fascia are available in a variety of dimensions. •LP SmartSide lap siding is not designed and/or manufactured to be installed vertically. Install SmartLock lap siding consistent with the specifications in these installation instructions APPLICATION INSTRUCTIONS (CONT.) CONDITION CORRECTION Minimum 6d(0.091 in.shank diameter)hot dip galvanized ring shank nail with a 0.200 in.diameter head,spaced a Snug ® OK ® maximum of 12 in.O.C. Flush ® OK ® Alternative Fastening Option over ICF Assemblies Visible fiber ® Paint ® 38 and 76 Series Precision lap must be fastened with: • Minimum#8 hot dip galvanized tapered head self-drilling Countersunk/,6 /e IN._® Apply sealant ® screw with a 0.270 in.diameter head. Countersunk more ® Apply sealant and—� Minimum penetration of 3/8 in.beyond the thickness of the than'/a in. re-nail nailing flange. • Larger screws may be required bythe ICF Manufacturer based on the following minimum withdrawal requirements. • Use minimum 8d(0.113 in.shank diameter),hot-dipped galva- nized nail with a 0.297 in.diameter head. • Minimum withdrawal value of the ICF nailing flange must • All exposed face nails must be caulked and sealed in a manner be 50 lbs.with a maximum 12 in.O.C.screw spacing. that prevents moisture intrusion and water buildup. • Minimum withdrawal value of the ICF nailing flange must • Penetrate structural framing or wood structural panels and be 31 lbs.with a maximum 6 in.O.C.screw spacing. structural framing a minimum of 1-1/2 in. Alternative Fastening Options over Corrosion Resistant Steel • Nail from the center of the siding toward the ends,or from one Stud Framing end to the other end.NEVER nail from the ends of the siding •Minimum withdrawal value of the steel framing must be 50 lbs. toward the middle. Refer to the framing manufacturer's evaluation report. • Shim siding at studs as needed,to avoid drawing siding against uneven walls.Do not overdrive nails.Nail head should seat • 38 Series Precision lap must be fastened with: firmly to face of siding but not be overdriven to distort the • Steel stud spacing a maximum spacing of 16 in.O.C. siding surface. • Minimum#8 hot dip galvanized tapered head self-drilling • For information on fastening LP SmartSide products in high wind screw with 0.270 in.diameter head. speed areas,refer to ICC-ES Report ESR-1301 or APA PR-N124. • Minimum of 5 threads beyond the combined thickness of Alternative Fastening Option for(strand)over Wood Structural the siding and framing Panels and 24 in.O.C.Stud Spacing • Minimum steel framing thickness 0.032 in.or 20 gauge. • Limited to 6 in.and 8 in,wide lap siding. • 76 Series Precision lap must be fastened with: • Wood structural panels must be a minimum 7/16 Category with an APA Trademark that contains the consensus Standard DOC PS 2. Steel stud spacing a maximum spacing of 24 in.O.C. • 38 Series Precision lap must be fastened with: • Minimum#8 hot dip galvanized tapered head self-drilling screw with a 0.270 in. diameter head. • Minimum#8 hot dip galvanized tapered head wood screw . Minimum of 5 threads beyond the combined thickness of with a 0.270 in.diameter head,spaced a maximum of 12 in. the siding and framing. O.C.with 1-1/2 in.screw penetration into each stud or... • Minimum 6d(0.091 in.shank diameter)hot dip galvanized • Minimum steel framing thickness 0.032 in.or 20 gauge. ring shank nail with a 0.200 in.diameter head,spaced a maxi- CAUTION mum of 8 in.O.C.with 1-1/2 in.nail penetration into each stud. • Do not force siding into place. Alternative Fastening Options over SIP Assemblies • DO NOT USE STAPLES. • Wood structural panels must be a minimum 7/16 Categorywith an . Climb cut the surface of the siding such that the rotation of the APA Trademark that contains the consensus standard DOC PS 2. blade cuts downward on the primed or prefinished surface. • 38 Series Precision lap must be fastened with: • Where siding butts window trim,door casings and masonry, • Minimum#8 hot dip galvanized tapered head wood screw etc.leave a 3/16 in.gap and seal. with a 0.270 in.diameter head,spaced a maximum of 12 in. O.C.or... Insulated Sheathings • Minimum 6d(0.091 in.shank diameter)hot dip galvanized LP SmartSide Sidings may be installed over low-compression rigid ring shank nail with a 0.200 in.diameter head,spaced a foam or exterior gypsum.The following precautions must be followed: maximum of 8 in.O.C. • Adequate bracing of the wall in accordance with the Interna- * 76 Series Precision lap must be fastened with: tional Codes or other ruling building code is required. • Minimum#8 hot dip galvanized tapered head wood screw with • For rigid foam sheathing up to 1 in.(25.4 mm)thick,siding a 0.270 in.diameter head,spaced a maximum of 16 in.O.C.or... may be nailed directly to the foam sheathing unless a drainage APPLICATION INSTRUCTIONS (CONT.) plane is required by the local building code.Nail length must CLEARANCE1 IN. ROOF & CHIMNEY be increased to ensure a minimum 1-1/2 in.(38.1 mm)fastener penetration into the structural framing. Figure 4 • For rigid foam sheathing greater than 1 in.(25.4 mm),a r minimum 1-1/2 in.(38.1 mm)thick by 3-1/2 in.(88.9 mm)wide rss brsa}tcARY.kw.CK. sYJ.s?>.� LNY-t%.� A .:Xve,n._ vertical strapping or furring strip must be installed over the sheathing to provide a solid,level nailing base for the siding. Trim The strapping must be securely fastened to structural framing spaced no greater than 16 in.O.C.(406 mm)with a minimum * , nail penetration of 1-1/2 in.(38.1 mm)and a maximum nail Min.3/16 in.gap spacing no greater than the width of the siding. '-•.. ''"'�` Paint bottom Louisiana-Pacific will assume no responsibility for any damage or 4 in.min.flashing �, edges condition arising from the use of rigid foam or exterior gypsum. ,V 1 in.min.clearance OVERLAP, CLEARANCE & NAILING SPACEfrom roofing Figure 1 LP Precision Lap siding may also be installed in compliance with category 8140-Exterior wall siding and sheathing for Wildland Unban Interface Min.3/4 in.nail (WUI)applications atop LP FlameBlock sheathing. Referto FlameBlock spacing from top installation instructions and product data sheets. All LP lap sidings(both Breathable Foundations and Precision)may be installed as exterior siding in Wildland 1 in.min. ; Sheathing water-resistant Urban Interface(WUI)applications installed over one layer 5/8"Type X if required overlap barrier gypsum sheathing applied behind the exterior covering or cladding on the {; exterior side of the framing. They may also be installed over the exterior Siding must not portion of a 1-hour fire-resistive exterior wall assembly designed for exterior Siding must extend n'. contact masonry fire exposure including assemblies using the gypsum panel and sheathing N SII below plate products listed in the Gypsum Association Fire Resistance Design Manual. The Louisiana-Pacific Corporation("LP")LP SmartSide Siding(the Asa x�'Ssh fk �1•_ssc a .�W�: Min.6 in. "Products")limited warranty(the"Warranty")applies only to structures on finish grade which the Products have been applied,finished and maintained in accordance clearance with the published application,finishing and maintenance instructions in effect at the time of application.The failure to follow such application, finishing or maintenance instructions will void the Warranty as to the portion of the Products affected by the variance,(the"Affected Products"). LP assumes no liability for any loss or damage sustained bythe Affected BUTT JOINTS Products and is expressly released by the purchaser or owner from any such loss or liability. Figure 2 Any modification of the Warranty's application,finishing or maintenance Nail min.3/4 in.from top requirements is void and unenforceable unless approved in writing prior to and 3/8 in.from edge application by the siding general manager or his designee and a member of \\I the LP Legal Department. a4 For a copy of the warranty or for installation and technical support,visit the LP SmartSide product support Web site at: wP wmi smartside.com 4 � or for additional support call 800-450-6106. Y= _ � >= c- E NAILING WARRANTY REMEDIES ARE NOT AVAILABLE IF AVOID',ORNE REQUIREMENTS ARE NOT FOLLOWED. • joints must occur over studs. Cal.Prop 65 Warning:Use of this product may result in • A minimum 3/16 in.gap is required at ALL butt joints. exposure to wood dust,known to the State of California • If joint caulking option is selected,seal all gaps at butt joints to cause cancer. with a high-quality exterior sealant meeting the ASTM C920, minimum Class 25 sealant. • If joint moulding option is selected,add the thickness of the web ' S M A RT S I O E O to the gap allowing a net 3/16 in.space for expansion. TRIM Er SIDING aU1L01NL PRODUCTS • If siding is prefinished by an approved or preferred prefinisher it does not require joint when backed with ©20siana-acificPacifiction.Corporation.All rights reserved.LP and SmartSide are registered trademarks of q 1 g Louisiana-Pacific Corporation.Printed in U.S.A. minimum 41n.wide flashing and the ends of the siding are NOTE:Louisiana-Pacific Corporation periodically updates and revises its product information. factory finished. To verify that this version is current,call800-450-6106. LPZB0515 1/14 APPLICATION INSTRUCTIONS (CONT.) Figure 3 Over Openings Alternate Butt Joint Treatments Ensure Joint Moulding Caulked Butt Joint complete Gap 3/16 in.and seal paint coverage Gap 3/16 in.plus thickness dip edge of joint moulding web 3/16 m• If Flash, shim, G gap 3/8 in. Figure 3A Figure 313 Figure 3C Vapor Retarder if required by code Breathable - water- resistant barrier 6 in.minimum Figure 3E Figure 30 gap 3/16 in. and seal gap 3/16 and seal II � . l . Inside Corner Outside Corner Detail Detail DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No.26887 Product Evaluation Report Date: October 9,2017 Florida Product Approval: #FL 9190 Product Category: Panel Walls Product sub-category: Siding Product Name: LP SmartSide Strand Substrate Siding LP SmartSdie Fiber Substrate Siding Manufacturer: LP Building Products 414 Union Street, Suite 2000 Nashville,TN 37219 (800)450-6106 Scope: This product evaluation report issued by Do Kim&Associates,LLC and Do Kim,P.E. for LP Building Products is based on Florida Department of Business and Professional Regulation Rule 61 G20-3 Method (2)(b)of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim&Associates,LLC and Do Kim,P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code 6th Edition(FBC). o� Y. ivsF�!�i -y No.48L47 .T �' aF jSTA7EOF ;� NAFA�DL This item has been electronically signed and sealed Do Kim,P.E. by Do Y.Kim,PE on this date using a Digital FL#49497 Signature.Printed copies ofthis document are not considered signed and sealed and the signature must be verified on any electronic copies. 2017.10.19 14:02:18-04'00' P.O.Box 10039 813.857.9955 Tampa,FL 33679 Sheet 1 of 6 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1. Drawings and Reports: a. Application Instructions,LP SmartSide Siding b. APA-The Engineered Wood Association Product Report PR-N124,Revised September 29,2017. c. Joint Evaluation Report ESR-1301,ICC Evaluation Service,LLC,ICC-ES, 800-423- 6587,562-699-0543,www.icc-es.ors and APA Product Report,APA-The Engineered Wood Association,Tacoma,WA,Reissued February, 2017. d. ICC-ES Report ESR-3090,ICC Evaluation Service,LLC,ICC-ES, 800-423-6587, 562- 699-0543,www.icc-es.org, Issued June,2017. e. LP Building Products Technical Note No.014,Installing LP Smartside Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida. 2. Testing a. Approved test lab:Architectural Testing,Inc., 130 Derry Court,York,PA 17406.Test reports referenced: i. Report No. 79279.01-122-18(01/07/08) 1. Testing per Miami-Dade County Checklist#0475 For the Approval of: Durability of Wood-base Structural Composite Lumber and Panels 2. ASTM D4761-02 Standard Test Methods for Mechanical Properties of Lumber and Wood-Based Structural Material. 3. ASTM D1716-06 Standard Test Methods for Mechanical Fasteners in Wood. ii. Report No. 78294.01-401-18(12/03/07) 1. TAS 202-94,Criteria for Testing Impact and Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure Loading.Design Pressure @+/-57.6 psf. 2. TAS 203-94,Criteria for Testing Products Subject to Cyclic Wind Pressure Loading.Design Pressure @+/-57.6 psf. b. Test lab:Progressive Engineering,Inc., 58640 State Rd. 15,Goshen,Indiana 46526.Test reports referenced:ASTM E-330 for tests except for ASTM E-72 for transverse load test. 1. ABTCO,Inc.,Exterior Cladding Suction Test,6/27/94. 2. ABTCO,Inc.,Exterior Cladding Suction Test, 8/01/94. 3. ABTCO,Inc.,Exterior Cladding Suction Test,6/28/94. 4. ABTCO,Inc.,Transverse Load Test,Proline Double 5 Lap Siding 16" o.c. Studs., 10/31/96. 5. ABTCO,Inc.,Exterior Cladding Suction Test,Proline Double 5 Lap Siding 24"o.c. Studs., 11/26/96. 6. ABTCO,Inc.,Exterior Cladding Suction Test,Proline Double 5 Lap Siding 16"o.c. Studs., 11/19/96. 7. ABTCO,Inc.,Exterior Cladding Suction Test,Proline Double 5 Lap Siding 16"o.c. Studs., 11/01/96. 8. ABTCO,Inc.,Exterior Cladding Suction Test, 8"Cedar Lap Siding 24" o.c. Studs., 12/06/96. 9. ABTCO,Inc.,Exterior Cladding Suction Test, 8"Cedar Lap Siding 16" o.c. Studs., 10/23/96,Revised on 11/06/96. 10. ABTCO,Inc.,ABTCO Cedar-Lap Wall Panel Test, 8/02/94. 11. ABTCO,Inc.,ABTCO Cedar-Lap Wall Panel Test, 8/04/94. P.O.Box 10039 813.857.9955 Tampa,FL 33679 Sheet 2 of 6 Do KIM & ASSOCIATESp LLC CONSULTING STRUCTURAL ENGINEERS c. Test lab: Stork Twin City Testing Corporation,662 Cromwell Ave., Saint Paul,MN 55114.Test reports referenced: i. Report No. 30160 08-99292.04(12/24/08) 1. Fourth Quarter 2008 Testing of Hardboard Siding Products, Manufacturer:04,prepared for Composite Panel Association. Testing conducted in accordance with ANA A135.6-2006,and ASTM D1037. d. NTA Inc.,257 East Randolph Street,Nappanee,Indiana 48550. Test reports referenced: i. Test Report: LP(NC)123014-8 Issued April 28,2015. 1. Uniform Load Tests per ICC-ES AC321, Secion 4.4. 2. Smartside Hardboard siding tested dry and wet. ii. Test Report: LP(NC)123014-10 Issued April 28,2015. 1. Fastener Head Pull-Through Tests per ICC-ES AC321, Secion 4.6. 2. Smartside Hardboard siding tested dry and wet. 3. Calculations a. Standards referenced: i. ICC Evaluation Service,Inc.Acceptance Criteria for Treated-Engineered-Wood Siding,AC321,November 1,2005 (strand substrate engineered wood products). ii. ANSI A135.6-2012 Engineered Wood Siding,June 5,2012 standard(see Certificate of Standards Equivalency)has been utilized for performance calculations for fiber substrate engineered wood products. 4. LP SmartSide Model Product Names a. LP SmartSide is manufactured in Strand Substrate and Fiber Substrate.Previous product names of Architectural Collection and Foundations Collection models have been renamed SmartSide Siding(fiber substrate).Precision Series models have been renamed SmartSide Siding(strand substrate). i. Architectural Collection Cedar Shake Lap(fiber substrate) ii. Architectural Collection Bold Lap(fiber substrate) iii. Foundations and Architectural Collection Lap(fiber substrate) iv. Foundations and Architectural Collection Panel (fiber substrate) v. Precision Series Lap(strand substrate) vi. Precision Series Panel(strand substrate) P.O.Box 10039 813.857.9955 Tampa,FL 33679 Sheet 3 of 6 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 5. Installation Instructions a. Strand Substrate Models: L Installation fastening requirements as outlined in the APA PR-N124 and Joint Evaluation Report ESR-1301 documents have been reviewed and evaluated by Do Kim,P.E.based on comparative and/or rational analysis and has been determined to be in accordance to accepted engineering practice. Installation loads per APA PR-N124 and Joint Evaluation Report ESR-1301 shall be the minimum design pressures as determined in accordance to the FBC 6t''Edition (FBC). b. Fiber Substrate Models: L Installation fastening requirements as outlined in the ICC-ES Report ESR-3090 document have been reviewed and evaluated by Do Kim,P.E.based on comparative and/or rational analysis and has been determined to be in accordance to accepted engineering practice. Installation loads per ICC-ES Report ESR-3090 shall be the minimum design pressures as determined in accordance to the FBC 6"'Edition(FBC). P.O.Box 10039 813.857.9955 Tampa,FL 33679 Sheet 4 of 6 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 6. Applicable FBC Sections a. Chapter 14 Exterior Walls i. Section 1404.3.2 Hardboard Siding ii. Section 1405.2 Weather Protection iii. Section 1405.5 Wood Veneers iv. Section 1405.17 Fastening b. Chapter 16 Structural Design i. Section 1604.3.1 Deflections ii. Section 1609.1 Applications iii. Section 1616.3.1 HVHZ Allowable Deflections c. Chapter 23 Wood i. Section 2304.6 Exterior Wall Sheathing ii. Section 2304.6.1 Wood Structural Panel Sheathing iii. Section 2315.1.11 7. Other a. Quality Assurance of LP SmartSide Strand Substrate products by APA-The Engineered Wood Association(FBC Organization#QUA2521)that manufacturer is within a quality assurance program for this product under Rule 61 G20-3. b. Quality Assurance of LP SmartSide Fiber Substrate products by Composite Panel Association(FBC Organization#QUA10765)that manufacturer is within a quality assurance program for this product under Rule 61 G20-3. P.O.Box 10039 813.857.9955 Tampa,FL 33679 Sheet 5 of 6 D® KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. This product has been designed and tested in accordance to the Florida Building Code 6"'Edition (FBC). 2. No missile impact resistance testing has been conducted. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation Documents. 5. Fire-resistant construction: Wood structural panels that are not fire-treated have been shown to meet a Class III(or C)category for flame spread.Where otherwise specified,fire-resistant construction shall be in accordance with the recommendations in APA Product Guide:Fire-Rated Systems,Form W305. 6. Deflection limits and allowable spans per Product Approval Evaluation Documents are in accordance to L/120 in non-HVHZ per Chapter 16 Table 1604.3 deflection limits.Deflection limits and allowable spans per Product Approval Evaluation Documents are in accordance to L/180 in HVHZ per Chapter 16 Section 1616.3.1 deflection limits. 7. All supporting host structures shall be designed to resist all superimposed loads. 8. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage. P.O.Box 10039 813.857.9955 Tampa,FL 33679 Sheet 6 of 6 r f� r Y LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered-Wood Lap, .Panel, and Vertical Siding Louisiana-Pacific Corporation Revised September 29,2017 Product: LP®SmartSide®Strand Substrate Treated-Engineered-Wood Lap, Panel,and Vertical Siding Louisiana-Pacific Corporation,414 Union Street, Suite 2000, Nashville,TN 37219 (800)450-6106 www.lpcorp.com 1. Basis of the product report: . 2015,2012 and 2009 International Building Code: Section 104.11 Alternative materials • 2015,2012 and 2009 Internationai Residential Code:Section R104.11 Alternative materials • ANSI/AWC SDPWS-2015 Special Design.Provisions for Wind and Seismic • ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures • ICC-ES Acceptance Criteria for Treated-Engineered-Wood Siding,AC321 • APA PRP-108 Performance Standards and Qualification Policy for Structural-Use Panels • NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building Elements • APA Reports R&D 87Q-1,T870-45, T91 Q-11,T91 Q-20,T970-4,T97Q-10,T98Q-13, T98Q-17,T99Q-23, T2008Q-12,T2008P-73, T2008P-74,T2009Q-54,T2011 Q-59, T2012P-22, T201 5Q-38, T2015Q-39, and T2017P-03, and other qualification data. 2. Product description: Louisiana-Pacific Corporation (LP®) SmartSide®Strand Substrate Treated-Engineered- Wood Lap, Panel, and Vertical Siding is overlaid with a resin treated paper and is available with either a smooth or embossed surface texture. The siding is treated with Zinc Borate for decay and insect resistance. The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program. All edges are factory sealed with a primer. LP SmartSide lap siding is available in 3/8 and 7/16 Performance Categories, in-nominal widths of 6, 7, 8, 9-112, and 12 inches and in lengths up to 16 feet. The lap siding may be installed horizontally or vertically. LP SmartSide panel siding is available in 3/8, 7/16 and 19/32 Performance Categories,4- foot width and in lengths of 8, 9,and 10 feet. The.3/8 Performance Category panels are available without grooves or with grooves spaced 8 inches on center. The 7116 and 19/32 Performance Category panels are available without grooves or with grooves spaced either 4 or 8 inches on center. Minimum thicknesses at the groove and shiplap are documented in the plant Quality Manual. LP SmartSide Vertical Siding is a narrow width panel siding and is available in 3/8 Performance Category, nominal width-of 16 inches, and in 16 foot lengths. The vertical siding can only be installed vertically. 3. Design properties: Allowable racking shear values for LP SmartSide Strand Substrate panel siding are listed in Table 1. For 3/8 Performance Category panels nailed at shiplap edges, use 5/16 Performance Category shear values. For 7/16 and 19/32 Performance Category panel sidings nailed at shiplap edges, use 318 Performance Category shear values. Design wind ©2017 APA-The Engineered Wood Association 07-02 APA Product ReportO PR-N124 Revised September 29,2017 Page 2 of 13 loads for LP SmartSide Strand Substrate lap and panel siding are listed in Tables 2 and 3, respectively. Design wind loads for LP SmartSide Strand Substrate lap siding when installed overthe facer of structural insulated panels(SIPs)are listed in Table 4. Design wind loads for•LP SmartSide Strand Substrate Vertical Siding and lap siding applied vertically are listed in Table 5. 4. Product installation: LP SmartSide Strand Substrate Treated-Engineered-Wood Lap, Panel, and Vertical Siding shall be installed in accordance with recommendations provided by the manufacturer (www.lpcorp.com/products/siding/Ip-smartside-trim-siding/)and APA Engineered Wood Construction Guide, Form E30(www.apawood.ora/resource-library),as applicable. The maximum span shall be in accordance with the Span Rating shown in the trademark. The LP SmartSide Strand Substrate lap siding shall be permitted to be installed over the facer of structural insulated panels(SIPs) in accordance with Table 4. LP SmartSide lap siding,when installed vertically,shall be installed over a minimum 7/16 Performance Category wood structural panel sheathing meeting DOC PSI or DOC PS2 requirements, and shall be covered by a batten at the siding joint or shall be overlapped with another vertical lap siding in accordance with the recommendations provided by-the manufacturer, as shown in Figures 1 through 4. Lap siding installed vertically can only span one floor plate-to-plate. Each vertical application shall not span beyond one floor to ceiling distance, or one floor to top of gable distance. LP SmartSide Vertical Siding shall be installed over a minimum 7/16 Performance Category wood structural sheathing meeting DOC PSI or DOC PS2 requirements, and shall be covered by a batten at the panel joint in accordance with the recommendations provided by the manufacturer, as shown in Figures 2, 5,and 6. Vertical Siding can only span one floor plate-to-plate. Each vertical application shall not span beyond one floor to ceiling distance, or one floor to top of gable distance. 5. Fire-resistant construction: Wood structural panels that are not fire-retardant-treated have been shown to meet a Class III(or C)category for flame spread. Unless otherwise specified,fire-resistant construction shall be in accordance with the recommendations in APA Fire-Rated Systems,Form W305 (see link above). 6. Flood resistance evaluation: Selected properties critical to flood resistance of 3/8 and 7116 Performance Category parcel siding, including uniform loads, concentrated static loads,concentrated hard body and soft body impact loads,fastener performance,wall racking resistance,edge thickness swell, linear expansion, hygroscopicity, exterior bond performance and large panel and small specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance with NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building Elements. Test results in the dry(as-received)condition and after moisture cycling in accordance with the NES protocol were compared to the requirements specified in ICC Evaluation Service(IMES)Acceptance Criteria for Treated-Engineered-Woad Siding (AC321). 7. Limitations: a) LP SmartSide Strand Substrate Treated-Engineered-Wood Lap, Panel,.and Vertical Siding used outdoors must be finished in accordance with recommendations provided by the manufacturer(see link above)and APA Engineered Wood Construction Guide, Form E30(see link above). b) The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program. O 2017 APA-The Engineered Wood Association 07-02 APA Product Report®PR-N124 Revised September 29,2017 Page 3 of 13 I • c) LP SmartSide Strand Substrate Treated-Engineered-Wood panel siding is flood resistant on the properties listed in Section 6. This evaluation applies to 3/8 and 7/16 Performance Category panel siding at a 16 o.c. Span Rating. d) LP SmartSide Strand Substrate Treated-Engineered-Wood Lap and Panel Siding is ` produced at Louisiana-Pacific Corporation facilities at Hayward,WI, Newberry, Ml, Tomahawk,WI,Two Harbors,MN, and Swan Valley, Minitonas, MB, and LP SmartSide Strand Substrate Treated-Engineered-Wood Vertical Siding is produced at Louisiana- Pacific Co oration•facilit at Tomahawk,WI, under a quality assurance program audited rp Y q Y P 9 by APA. e) This report is subject to re-examination in one year. 8. Identification: LP SmartSide Strand Substrate Treated-Engineered-Wood Lap, Panel,and Vertical Siding described in this report is identified by a label bearing the manufacturer's name(Louisiana- Pacific Corporation)and/or trademark,the APA assigned plant number(357 for the Hayward plant,416 for the Newberry plant,435 for the Tomahawk plant, 399 for the Two Harbors plant,or 457 for the Swan Valley plant), the product Performance Category,the Span Rating,the Exposure Rating,the APA logo,the report number PR-N124, and a means of identifying the date of manufacture. x " . .. ..�.---- "• �+�??+ °. �._.: >. ... .. . .. �� fit.. IMS° ! c9� d Figure 1. Lap siding installed vertically Figure 2. LP®SmartSide@)Trim/Batten ©2017 APA-The Engineereq Wood Association 07-02 i APA Product Report®PR-N124 Revised September 29, 2017 Page 4 of 13 •*ferfiaeil:�?.,; .•. sweFaee _ � ;i"-*":l.'1� rim `r �gi3t1 ." MW atter ,.r '#409Ttt'3!'^' .,•.. `6i�b41�('Si'38 ignys`...c""w,'.-:-:r.�%v_' !.�. !k.,'fT�Si4'A Figure 3. Lap siding attachment detail . Figure 4. LP®SmartSide®frim/Batten attachment detail ,W. ,; : •Ll?9 Stt�rrt5ici *��h�i+,��;�3�"..: :031" TOO.. ww : I ce r E iss#400: Figure 5. Vertical Siding Figure 6. Vertical Siding attachment detail ©2017 APA-The Engineered Wood Association 07-02 APA Product Report®PR-N124 Revised September 29,2017 Page 5 of 13 Table 1. Allowable Racking Shear(pin for LP SmartSide Strand Substrate Treated-Engineered-Wood Panel Siding Shear Wails with Framing of Dou las-Fir-Larch or Southern Pine for Wind or Seismic Loadin (lz.3) Min. Nail Panels Applied Directly to Framing Panels Applied Over Max. 5/8-inch Gypsum Sheathing Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Nair Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches) (inches) galvanized galvanized box)(7.8) 6 4 3 2(4) box)(7-8) 6 4 3 2(4) 5/160, 180 270 350 .450 180 270 350 450 3/8(66) 1-1/4 6d 200 300 390 510 8d 200 300 390 510 3/8(6,6) 220 320 410 530 260 380 - 490(4) 640 1-1/2 8d 10d 7/16(6) 240 350 450 585 260 380 490(4) 640 19!32(6) - 1-518 10d 340 510 665(4) 870 - - - - - For SI: 1 inch=25.4 mm, 1 plf=14.6 Rim. (1) For framing of other species:(a)find specific gravity for species of lumber in the National Design Specification for Wood Construction(NDS);(b)find shear value from Table for nails size;(c)multiply value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49,or 0.65 for species with specific gravity less than 0.42. (2) All panel edges must be backed with 2-inch nominal or wider framing. Panels must be installed with the long dimension oriented in the vertical direction. Space nails 6 inches o.c. along intermediate framing members for 3/8 and 7/16 Performance Category panels installed on studs spaced 24 inches o.c. For other conditions and panel performance categories,space nails 12 inches o.c.on intermediate supports. (3) For shear loads of-normal or permanent load duration,the values in the Table shall be multiplied by 0.63 or 0.56,respectively. (4) Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches o.c.,and where 10d nails having penetration into framing of more than 1-5/8 inches are spaced 3 Inches or less,o.c. Exception: Unless otherwise required,2-inch nominal framing may be used where full nailing surface Is available and nails are staggered. (5) Except as noted in Footnote 7,panel thickness at point of nailing at panel edges determines applicable shear values,except that 318 Performance Category panels nailed at shipiap edges use 5116 Performance Category shear values,and 7116 and 19132 Performance Category panel sidings nailed at shipiap edges use 3/8 Performance Category shear values. (6) Shipiap edges must be double-nailed;one nail must be placed in the undertap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value. (7) Fasteners must not be Installed In panel siding grooves in the field of the panel siding or when the panel siding grooves occur at curt edges of the panel siding. (e) Fastener dimensions are as specified in ASTM F 1667. 0 2017 APA-The Engineered Wood Association 07-02 . APA Product Report®PR-N124 Revised September 29, 2017 Page 6 of 13 Table 2a. La Siding Installed Horizo, tally with 0.113" Nails—Max.Allowable Wind Speed,V.sd(t) Max.Stud Siding Max. Max.Allowable Wind Speed Performance- Vasa( m h • Category Spacing(2) -Width Allowable Wind E osure Cate o (inches) (inches) Wind Pressure(psi) B s D 6 80 170 150 140 7 80 170 150 140 3/8 16 8 74 170 145 130 9.5 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140 16 8 74 170 145 130 9.5 65 150 130 125 7/16 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110 24 8 49 140 120 110 9.5 41 125 105 100 12 31 110 90 85 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa,1 mph=0.447 m1s. One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.113 inch,and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches. Lap siding is not a bracing material. 2r Wail studs must have a minimum specific gravity of 0.42. csr Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05,Section R301.2.1 of the 2009 and.2012 IRC, and Section 1609.1.1 of the 2009 IBC. Table 2b. Lap Sid ng Installed Horizontall with 0.113"Nails—Max. ultimate Wind Speed,Vurt(S) Max. Max.Ultimate Wind Speed Performance Max.Stud Siding Ultimate Vuitt3i(mph) Category Spacing(2) Width Wind Wind Ex osure Category (inches) (inches) Pressure B C D s 6 133 200(4) 180 180 7 133 200(4) 180 180 3/8 16 8 123 200(4) 180 160 9.5 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180 16 8 123 2004) 180 160 9.5 102 200{4? 160 150 7/16 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150 24 8 85 180 150 140 9.5 68 160 140 130 12 52 140 120. 110 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 mis. (t) One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.113 inch,and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches. Lap siding Is not a bracing material. m Wali studs must have a minimum specific gravity of 0.42. t'r Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10,Section R301.2.1 of the 2015 IRC,and Section 1609.1.1 of the 2012 and 2015 IBC. (4) Table§301.2(2)of the 2015 IRC is limited to a maximum ultimate design wind speed,VW,,of 180 mph. 0 2017 APA-The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29,2017 Page 7 of 13 Table 2c. Lap Siding Installed Ho ' ontally with 0.092" Nails—Max.Allowable Wind Speed,Vasd(l) Max. Max.Allowable Wind Speed Performance Max.Stud Siding Allowable Vasa(3) rh h Category Spacing(2) Width Wind Wind Exposure Cateoory (inches) (inches) Pressure B C D s 6 63 150 130 125 7 .52 145 120 110 318 16 8 45 130 110 105 9.5 37 120 100 90 12 28 105 90 - 6 63 150 130 125 7 52 145 120 110 16 8 45 130 110 105 9.5 37 120 100 90 7/16 12 28 105 90 - 6 42 130 110 100 7 35 120 100 90 24 8 30 110 1 90 85 9.5 25 100 85 - 12 19 85 - - For Sl: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 mis. (') One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.092 inch,and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Lap siding is not a bracing material. tzi Wall studs must have a minimum specific gravity of 0.42. (3) Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05,Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC. Table 2d. Lap Sid ng Installed Ho 'zontally with 0.092"Nails—Max.Ultimate Wind Speed,V.10) Max. Max.Ultimate Wind Speed Performance Max.Stud Siding Ultimate Vuicl3>(mph) Category Spacing(2) Width Wind Wind Exposure CateqorV (inches) (inches) Pressure B C D s 6 104 200(4) 160 160 7 87 180 160 140 318 16 8 75 160 140 130 9.5 61 150 130 120 12 47 140 115 - 6 104 200(4) 160 160 7 87 180 160 140 16 .8 75 160 140 130 9.5 61 150 130 120 7/16 12 47 140 115 - 6 70 160 140 130 7 58 150 130 120 24 8 50 140 120 110 j 9.5 41 130 110 - 12 32 110 -For Sl: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 mis. (1) One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.092 inch,and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Lap siding is not a bracing material. (2) Wall studs must have a minimum specific gravity of 0.42. (3) Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10,Section R301.2.1 of the 2015 IRC,and Section 1609.1.1 of the 2012 and 2015 IBC. (4) Table R3012(2)of the 2015 IRC is limited to a maximum ultimate design wind speed,V,a,of 180 mph. ©2017 APA-The Engineered Wood Association 07-02 APA Product Report°PR-N124 Revised September 29,2017 Page 8 of 13 Table 3a. Panel Siding Installed Vertically with 0.113" Nails— Max.Allowable Wind Speed,Vasd Fastener Spacing0) Max. Max.Allowable Wind Speed Performance Max.Stud inches o.c. Allowable Vasd(3)(mph) Category Spacing(2) g Wind Wind Exposure Cateqory inches Edges Field Pressure B C D s 16 6 12 43 130 110 100 3/8 6 80 170 150 140 24 6 12 29 105 90 - 6 58 150 130 110 16 6 12 43 130 110 100 7/16 6 80 170 150 140 24 6 12 29 105 90 - It 58 150 130 110 16 6 43 130 110 100 19/32 80 170 150 140 24 6 29 105 90 - 58 150 130 110 For Sl: 1 inch=25.4 mm, 1 psf=47.88 Pa,1 mph=0.447 m/s. (1) Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.113 Inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum.of 2 -inches. (2) Wall studs must have a minimum specific gravity of 0.42. (') Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05,Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC. Table 3b. Panel Siding Installed Vertically with 0.113" Nails—Max.Ultimate Wand Speed,V„it Fastener Spacing(') Max. Max.Ultimate Wind Speed Performance Max.Stud inches O.C. Ultimate VuaR(hiph) Category Spacing(2) Wind Wind osure Category inches 7Edges Field Pressure B C D s 16 6 12 72 160 140 130 3/8 6 133 2000) 180 180 24 6 12 48 140 115 - 6 96 180 160 150 16 6 12 72 160 140 130 7/16 6 133 200(4) 180 180 24 6 12 48 140 115 - 6 96 180 160 150 16 6 12 72 160 140 130 19132 6 133 20014) 180 180 24 6 12 48 140 115 - 6 96 180 '160 150 For St: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 m/s. (1) Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches (2) Wali studs must have a minimum specific gravity of 0.42. (3) Three-second-gust;based on wind,pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in ac coMance with Chapter 26 of ASCE 7-10,Section R301.2.1 of the 2015 IRC,and Section 1609.1.1 of the 2012 and 2015 IBC. )4) Table R301.2(2)of the 2015 IRC is limited to a maximum ultimate design wind speed,Vwt,of 180 mph. ©2017 APA-The Engineered.Wood AssociaSon 07-02 APA Product Report'PR-N124 Revised September 29,2017 Page 9 of 13 Table 3c. Panel Sidin Installed Vertically with 0.092 Nails—Max.Allowable Wind Speed,Vasa Fastener Spacing(l) Max Max.Allowable Wind Speed, .Performance Max.Stud inches o.c. Allowable Vasd(3)(mph) Category Spacing(2) Wind Wind Exposure Cat ory (inches) Edges Field Pressure B C D 16 6 12 26 100 85 - 3/8 6 52 145 120 110 24 6 12 17 85 - - 6 35 120 100 90 16 6 12 26 100 85 - 7/16 6 52 145 120 110 24 6 12 17 85 - - 6 35 120 100 90 16 6 12 26 100 85 - 19132 6 52 145 120 110 12 17 85 - - 24 6 6 35 120 100 90 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa,1 mph=0.447 m/s. (') Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.092 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. m Wali studs must have a minimum specific gravity of 0.42. r3r Three-second-gust;based on wind pressures acting"toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective*area in accordance with Chapter 6 of ASCE 7-05,Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC. Table 3d. Panel Siding Installed Vertically with 0.092° Nails—Max.Ultimate Wind Speed,Vuit Fastener Spacing0) Max. Max.Ultimate Wind Speed Performance Max. Stud inches o.c. Ultimate Vultl31(mph) Category tpacingji g Wind Wind E osure Cate o inches Edges Field Pressure B C D 16 6 12 44 130 110 - 3/8 6 87 180 160 140 24 6 12 29 - - - 6 58 150 130 120 16 6 12 44 130 110 - 7/16 6 87 180 160 140 24 6 12 29 6 58 150 130 120 16 6 12 44 130 110 - 19/32 6 87 180 160 140 24 6 12 29 - - - 6 58 150 130 120 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 m/s. (') Fasteners shall be a hot dipped galvanized plain(smooth)shank nail,with a minimum shank diameter of 0.092 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. (2) Wail studs must have a minimum specific gravity of 0.42. P) Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10,Section R301.2.1 of the 2015 IRC,and Section 1609.1.1 of the 2012 and 2015 IBC. _(4) Table R301.2(2)of the 2015 IRC is limited to a maximum ultimate design wind speed,Vwt:of 180 mph. 0 2017 RPA--The Engineered Wood Association 07-02 APA Product Report®PR-N124 Revised September 29,2017 Page 10 of 13 Table 4a. Lap Siding Installed Horizontally to SIPs0)—Max.Allowable Wind Speed,V.d(2) Max. Max. Max. Max.Allowable Wind Speed iPerformance Ring Shank Wood Screw Siding Allowable Vasd(5)(mph) Category Nail Spading(3) Spacing(4) Width Wind Wind Exposure Cat ory (inches) Pressure (inches) (inches) (psf) B C Q 6 80 170 150 140 7 72 170 145 130 3/8 8 12 8 63 150 130 125 9.5 54 145 125 110 12 40 125 105 90 6 58 150 130 120 7 50 140 120 110 7/16 12 16 8 42 130 110 100 9.5 36 120 100 90 12 27 105 85 - For Sl: •1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 m/s. i'i The facer of the structural insulated panels(SIPs)shall be 7116 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements. a} The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the'requirements of this Table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. (3) One ring shank fastener located 314 inch from the top edge of the siding.Each successive course of lap siding must overlap a minimum of 1 Inch.Fasteners shall be a hot dipped galvanized ring shank nail,with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate-wood structural facer panel. C4) One#8 wood screw located 314 inch from the top edge of the siding may be used. The wood screws must have a minimum shank diameter of 0.164 Inch.Length shall be long enough to fully penetrate wood structural facer panel. is> Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05,Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC, Table 4b. La Siding Installed Horizontally to SIPs(')—Max.Ultimate Wind Speed;V„it(2) Max. Max. Max. Max.Ultimate Wind Speed Performance Ring Shank Wood Screw Siding Ultimate Wit(s)(mph) Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) (inches) (inches) Pressure (psf) B C Q 6 133 200(8) 180 180 7 119 2001) 160 160 3/8 8 12 8 105 20018) 160 160 9.5 90 180 160 150 12 67 160 1 140 120 6 97 200(8) 160 150 7 79 180 150 140 7116 12 16 8 70 .160 140 130 9.5 60 150 130 120 12 45 130 115 For Sl: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 m/s. The facer of the structural insulated panels(SIPs)shall be 7/16 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements. �> The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. (3) One ring shank fastener located 314 inch from the top edge of the siding.Each successive course of lap siding must overlap aminimum of 1 inch.Fasteners shall be a hot dipped galvanized ring shank nail,with a minimum shank diameter of 0.092 inch. Length shall be tong enough to fully penetrate wood structural facer panel. {4) One#8 wood screw located 3/4 inch from the top edge of the siding may be used. The wood screws must have a minimum shank diameter of 0.164 Inch.Length shall be long enough to fully penetrate wood structural facer panel. (s) Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10,Section R301.2.1 of the 2015 IRC,and Section 1609.1.1 of the 2012 and 2015 IBC. 111) Table R301.2(2)of the 2015 IRC is limited to a maximum ultimate design wind speed,Vwt,of 180 mph. O 2017 APA-The Engineered Wood Association 07-02 APA Product Report®PR-N124 Revised September 29,2017 Page 11 of 13 Table 5a. Vertical Si Ing or Lap Siding Installed Vertically—Max.Allowable Wind Speed,Vasd(1) Fastener Max. Max.Allowable Wind Speed,Vasdl6i Siding Allowable (mph) Pert. Siding Width Edge Wind Wind osure CateQory Category Type (inches) Spacing Pressure (inches o.c.) s B C D Vertical 1612> Siding 6t41 80 170 150 140 318 Lap 6(3) 72 170 145 130 Siding 7(3) 62 150 130 120 Installed 811 12(5) 54 145 125 110 Vertically 9.513) 46 130 110 105 12131 36 120 100 90 Lap 6131 72 170 145 130 Siding 7(1 62 150 130 120 . 7116 813 1 120 1 54 145 125 110 Installed 9.5(3) 46 130 110 105 Vertically 12131 36 120 100 90 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 m/s. Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements. m Vertical Siding installed in accordance with Figures 2,5'and 6. (3) Lap Siding installed vertically in accordance with Figure 1 through 4. .0) Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a ma)amum of 6 inches o.c.along the siding perimeter in accordance with Figures 5 and 6. (5) Fasteners'must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 12 inches o.c.along alternating edges of the length of the trim/batten in accordance with Figures 1 and 4. (6) Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05,Section R301:2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC. Q 2017 APA-The-Engineered Wood Association 07-02 APA Product Report®PR-N124 Revised September 29,2017 Page 12 of 13 Table 5b. Vertical Sidin or Lap Siding Installed Vertical) -Max.Ultimate Wind Speed',V„rt(t) Max. Max.Ultimate Wind Speed, Fastener Siding Ultimate Vuit(s)(mph) Pert. Siding Edge Width .Wind Wind Exposure Ca ory Category Type (inches) Spacing Pressure (inches o.c.) s B C D Vertical 1160 60) 133 200 180 180 Siding 318 Lap 7(3) 120 200 180 160 (3) 103 200 160 160 Siding 8 1215) 90 180 160 150 Installed Vertically 9.513) 76 160 150 130 12(3) 60 150 130 120 6(3) 120 200 180 160 Lap 7(3) 103 200 160 160 7/16 Siding 8(3) 12(5) 90 180 160 150 Installed 9.53) 76 160 150 130 Vertically 12(3) 60 150 130 120 For 81: 1 inch=25.4 mm, 1 psf=47.88 Pa,1 mph=0.447 m/s. rti Siding shall be installed over 7/16 Performance Category or thicker wood structural panel sheathing meeting DOC PSI or DOC PS2 requirements. Vertical Siding Installed in accordance with Figures 2,5,and 6. (3) Lap Siding installed vertically in accordance with Figure 1 through 4. (4) Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 6 inches o.c.along the siding perimeter in accordance with Figures 2,5,and 6. (5) Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wail sheathing. Fasteners must be spaced a maximum of 12 inches o.c.along alternating edges of the length of the batten in accordance with Figures 1 and 4. (s) Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10,Section R301.2.1 of the 2015.I11C,and Section 1609.1.1 of the 2012 and 2015 IBC. ©2017 APA-The Engineered Wood Association 07-02 APA Product Report®PR-N124 Revised September 29,2017 Page 13 of 13 i I APA — The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute(ANSI). APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products. APA is an accredited certification body under ISO/IEC 17065 by Standards Council of Canada (SCC),an accredited Inspection agency under ISO/IEC 17020 by International Code Council OCC) International Accreditation Service(IAS), and an accredited testing organization under ISO/IEC 17025 by IAS. APA is also an approved Product Certification Agency, Testing Laboratory, Quality Assurance Entity, and Validation Entity by the State of Florida, and an approved testing laboratory by City of Los Angeles. APA—THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 7011 So.19th St.•Tacoma,Washington 98465 Phone:(253)565-6600•Fax:(253)565-7265•Internet Address:www.aoawood.org PRODUCT SUPPORT HELP DESK (253)620-7400•E-mailAddress:help@apawood.org DISCLAIMER APA Product Report®is a trademark of APA— The Enginee►ed Wood Association, Tacoma, Washington. The information contained herein is based on the product evaluation in accordance with the references noted in this report. Neither APA, nor its members make any warranty, expressed or implied,.or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings,conclusions,or recommendations included in this report. Consult your local jurisdiction or design professional to assure compliance with code,construction, and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. O 2017 APA-The Engineered Wood Association 07-02 '�!6 a • i • ••° O w � '• 0 0 rM •e • • 0 t : DIVISION 06 00 QQ10 � I�A,ND COMPOSITES -�M,b4( ✓�43' DIVISIO11:8 '00 00—THERMAL AND M015`� ;. ECTION SECTION:07 46 13WOOD SIDING VEWPI ."S.+r J� f f"h� . •... '.k.. 4i;'jJ— j� ��. REPORT HOLDER! a 'OU We— ISIQ,II, � IFIC' I "ORATION6-1 _ r ` ty�AM 414 UN1aSTREEl" NASHVffikg;TENNE z Mw a.��. _..Y EVAL 3,SUBJECT: Y 4 � 5 �: ' f LP SMARMSfiRA STRTE CA �,SlING AND LP SM/k � STRAND NG lA ISUBSTRATE PA1J gr. .r _. z nvA .T.:. ICC. CC 'CC • _K � C rr 4� PING Look for the trusted marks of Conformity! ., "2014 Recipient of Prestigious Western States Seismic Policy Council1�►� (WSSPC)Award in Excellence" A Subsidiary of COODEN M ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLG express or implied as to arty finding or other matter in this report, or as to arty product covered by the report. Copyright°2017 ICC Evaluation Service,LLC and APA—The Engineered Wood Association. All rights reserved. _..,no- Joint Evaluation Report ESR-1301 Reissued February 2016 Revised July 18, 2017 This report is subject to renewal February 2018. wrwwAcc-es.ora 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council' DIVISION:06 00 00—WOOD,PLASTICS AND IBC Section 2306.4.1, and 2009/2012/2015 IBC Section COMPOSITES 2306.3. Section:0616 00—Sheathing 3.0 DESCRIPTION DIVISION:07 00 00—THERMAL AND MOISTURE 3.1 General: PROTECTION LP SmartSide® Strand Substrate Lap Siding and LP Section:0746 23 Wood Siding SmartSide®Strand Substrate Panel Siding are engineered- wood exterior wall covering materials that are suitable for REPORT HOLDER: long-term exposure to weather or conditions of similar severity, when fastened to vertical supports-or approved LOUISIANA-PACIFIC CORPORATION nailable wood substrates in accordance with their span 414 UNION STREET,SUiTE 2000 ratings and this evaluation report.The lap siding and panel NASHVILLE,TENNESSEE 37219 siding products consist of a mat-formed wood substrate (888)820-0326 preservatively treated with zinc borate in accordance with www.LPcorp.corn AWPA Standard T1, and a resin-impregnated overlay marketina.center0locorp.com material bonded to the face of the lap and panel siding products intended to be exposed to the weather. EVALUATION SUBJECT: Additionally, all panel and lap siding edges are factory- sealed with a sealer in accordance with the approved LP SMARTSIDe STRAND SUBSTRATE LAP SIDING quality-control manual. AND LP SMARTSIDe STRAND SUBSTRATE PANEL 3.2 LP SmartSide®Strand Substrate Lap Siding: SIDING LP SmartSide®Strand Substrate Lap Siding is available in 1.0 EVALUATION SCOPE widths of 6, 8 and 12 inches (152, 203 and 305 mm); categories%e and /16;and lengths of 12 to 16 feet(3658 to Compliance with the following codes: 4877 mm). The 8-inch-wide. (203 mm), 7/16 category lap ■ 2015,2012,2009, 2006,and 2003 International Building siding is also available with an optional self-alignment Code®(IBC) edge. a 2015, 2012, 2009, 2006, and 2003 International 3.3 LP SmartSide®Strand Substrate Panel Siding: Residential Code®(IRC) LP SmartSide® Strand Substrate Panel Siding is 4 feet Properties evaluated: (1219 mm)wide and 4, 6, 7, 8, 9 or 10 feet(1219, 1829 ■ Exterior siding 2934, 2438, 2743 or 3048 mm) in length. LP SmartSide Strand Substrate Panel Siding is available in /6, /1e, and ■ Structural 19132 - categories. The 3/6 category panel has grooves 2.0 USES spaced at 8 inches(203 mm),with a minimum thickness at LP SmartSide® Strand Substrate La Siding and LP the grooves of 0.164 inch (4 mm) and a minimum �, p g thickness at the shiplap of 0.136 inch (4 mm).-The SmartSide Strand Substrate Panel Siding are used as 711e category panel has grooves spaced at 4 or 8 inches exterior wall covering materials on buildings where (102 or 203 mm),with a minimum thickness at the grooves combustible materials are permitted. of 0.235 inch (6 mm) and a minimum thickness at the LP SmartSide® Strand Substrate Panel Siding may be shiplap of 0.150 inch(4 mm). The 19/32 category panel has used as bracing method 3 for conventional wood-framed grooves spaced.at 4 or 8 inches (102 or 203 mm), with a walls as specified in the 2006/2009/2012 IBC Section minimum thickness at the grooves of 0.311 inch (8 mm) 2308.9.3 and IRC Section R602.10,or the WSP method as and a minimum shiplap thickness of 0.194 inch(5 mm). specified in the 2015 IBC Section 2308.6 and IRC Section LP SmartSide® Strand Substrate Panel Siding is R602.10. classified as Exterior Rated Siding or Exterior Rated LP SmartSide® Strand Substrate Panel Siding may be Siding--Sheathing. The classification is noted in the used as sheathing for wood structural panel shear walls label on the panel. Exterior Rated Siding is intended to having allowable shear loads specified for PS2-compliant be installed in applications in accordance with the wood-based sheathing in accordance with 2003/2006 2006/2009/2012 IBC Section 2308.9.3'and iRC Section �r Copyright 0 2017 ICC Evaluation Service,LLC. All rights reserved. Page 7 of 7 ESR-1301 I Most Widely Accepted and Trusted Page 2 of 7 R602.10 or 2015 IBC Section 2308.6 and 2015 IRC construction specified in the code for prescriptive Section R602.10 as an Exterior siding suitable for long- construction. Install per code requirements for bracing term exposure to weather or conditions of similar severity. method 3 with wood structural panels or WSP bracing In addition to the intended application for Exterior method. Rated Siding, Exterior Rated Siding—Sheathing is All LP SmartSide® Strand Substrate Panel Siding joints intended to be installed in applications in accordance with must occur at framing members and must be protected 2003/2006 IBC Section 2306.4.1,and 20091201212015 IBC with a continuous wood batt, approved caulking, flashing, Section 2306.3. or vertical or horizontal shiplap, or otherwise made 4.0 INSTALLATION waterproof. 4.1 General: 4.4 Component and Cladding Wind Pressure LP SmartSide® Strand Substrate Lap Siding and LP Capacity: SmartSide® Strand Substrate Panel Siding must be Maximum allowable component end Gadding wind loads installed in accordance with the manufacturer's published (wall, zone 5) for LP S®artSide Strand Substrate Lap installation instructions (titled 'Application Instructions LP Siding and LP SmartSide Strand Substrate Panel Siding SmartSide® Strand Substrate Lap LP SmartSide' Strand based.on a minimum fastener schedule, are provided in Substrate Panel Siding) and this report. In the event of Tables 2 through 5. Tables 2 and 3, for lap and panel conflicts,this report governs.A copy of the manufacturer's siding, respectively, are based on full fastener penetration into the wall studs, i.e., fastener penetration = fastener installation Instructions must be on the jobsite at all times length-siding thickness. Tables 4 and 5,for lap and panel during installation. g LP SmartSide® Strand Substrate La Siding and LP siding, respectively, are based on a minimum fastener ® p g penetration into the wall studs of 11/2 inches. SmartSide Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as 6.0 CONDITIONS OF USE required by the applicable code. Openings in, penetrations The LP SmartSide® Strand Substrate Lap Siding and LP through, and terminations of the LP SmartSide® Strand SmartSide® Strand Substrate Panel Siding described in Substrate Lap Siding and LP SmartSide®Strand Substrate this report comply with, or are suitable alternatives to what Panel Siding are outside the scope of this report and must is specified in, those codes listed in Section 1.0 of this be specifically approved by the code official in accordance report, subject to the following conditions: with the applicable code. $.1 LP SmartSideP Strand Substrate Lap Siding must not Unless otherwise noted in this report, fasteners and be used to satisfy the bracing requirements specified fastener spacing must be as noted in the applicable code. in the code. 4.2 LP SmartSide®Strand Substrate Lap Siding: 5.2 LP SmartSide® Strand Substrate Panel Siding— LP SmartSide® Strand Substrate Lap Siding must be Sheathing, when installed as set forth in this report, attached to framing members spaced a maximum of may be used as method 3 bracing specified in Section 16 inches(406 mm)on center for la 3 category siding and a 2308.9 of the IBC and Section R602.10 of the IRC, or maximum of 24 inches(610 mm)on center for 7/1r, the WSP method as specified in 2015 IBC Section category p siding. 2308.6 and IRC Section R602.10. Self-aligning LP SmartSide®Strand Substrate Lap Siding 5.3 In areas where seismic analysis is required by the is installed with nails placed at the top of the LP applicable code,the applicable code requirements for SmartSide@)Strand Substrate Lap Siding, 1/2 inch(13 mm) wood structural panel shear walls must be consulted down from the upper edge. Each successive course of lap for additional detailing requirements, restrictions siding must rest on the back rabbet and must self-align at concerning certain usages, required modifications to an overlap of 131,6 inch(21 mm). the allowable shear loads tabulated in this report, and Nails must be of sufficient length to penetrate a minimum additional inspection requirements. of 11/2 inches (38 mm) through the sheathing and into 5.4 LP SmartSideP Strand Substrate Lap Siding and LP framing at each stud location. SmartSideP Strand Substrate Panel Siding must not 4.3. LP SmartSide®Strand Substrate Panel Siding: be installed in contact with concrete or masonry. LP SmartSide® Strand Substrate Panel Siding must be 5.5 LP Smart®ide Strand Substrate Lap Siding and LP g SmartSide Strand Substrate Panel Siding must be installed with its long dimension oriented vertically. installed with a minimum 6 inches (152 mm) of When LP SmartSide® Strand Substrate Panel Siding is clearance-from finished grade. applied directly to the framing,the maximum spacing of the 5.6 When field cuts are made to LP SmartSide' Strand framing must be consistent with the span rating of the LP Substrate Lap Siding and LP SmartSide® Strand SmartSide® Strand Substrate Panel Siding, which is Substrate Panel Siding, all exposed surfaces must be identified on the panel's label. finished according to the paint or caulk/sealant Allowable loads for shearwalls sheathed with LP manufacturers'specifications. SmartSide® Strand Substrate Panel Siding—Sheathing 5.7 LP SmartSide® Strand Substrate Lap Siding and LP are noted in Table 1. SmartSide® Strand Substrate Panel Siding are Four-foot-by-8-foot (1219 mm by 2438 mm) LP manufactured by Louisiana-Pacific Corporation in SmartSide® Strand Substrate Panel Siding—Sheathing Hayward, Wisconsin (Mill No. 357); * Newberry, installed vertically, directly to framing, with a single row of Michigan (Mill No. 416); Tomahawk, Wisconsin (Mill nails penetrating both laps, spaced 6 inches on center at No.435);Two Harbors, Minnesota.(Mill No.399);and panel edges and 12 inches (305 mm) on center at Swan Valley, Minkonas, Manitoba, Canada (Mill No. intermediate supports may be used to satisfy the wall 457);under a quality-control program with inspections bracing requirements for conventional light frame by ICC-ES. ESR-1301 1 Most Widely Accepted and Trusted Page 3 of 7 6.0 EVIDENCE SUBMITTED 1. Mill number. Data in accordance with the ICC-ES Acceptance Criteria 2. The evaluation report number(ESR-1301). for Treated-engineered-wood Siding (AC321), dated 3. Gradeiexposure. October 2005(editorially revised December 2015). 7.0 IDENTIFICATION 4. Span rating. LP Smart®ide® Strand Substrate Lap Siding and LP 5. Performance category (based on customary inch SmartSide Strand Substrate Panel Siding must be labeled with the product designation and the name of Louisiana- Pacific Corp. The stamp shall provide the following informattion:. TABLE I—ALLOWABLE RACKING SHEAR(plf)FOR LP SMARTSIDe STRAND SUBSTRATE PANEL SIDING—SHEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR—LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING"M PERFORMANCE MINIMUM PANELS APPLIED DIRECTLY TO FRAMING CATEGORY NAIL PENETRATION IN Nail Size(Common or Nail Spacing at Panel Edges FRAMING(inches) Galvanized (inches) Box) 6 4 3 24 51165.5 180 270 350 450 3185 114 6d 200 300 390 510 31a5.5 1'/2 8d 220 320 410 530 7/165 240 1 350 450 585 19/325 iota 10d 340 510 6654 870 ' For SI: 1 Inch=25.4 mm,1 plf=14.6 N/m. 'For framing of other species:(a)Find specific gravity for species of lumber in AF&PA National Design Specification;(b)find shear value from table for nails size;c)multiply value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49,or 0.65 for species with specific oravity less than 0.42. All panel edges must be backed with 2-inch nominal or wider framing. Panels must be installed with the long dimension oriented in the vertical direction. Space nails 6 inches o.c. along Intermediate framing members for 3/s category and 7/is category panels installed on studs spaced 24 Inches o.c.For other conditions and panel thicknesses,space nails 12 inches o.c.on intermediate supports. 3The values are for short-tern loads due to wind or earthquake(1335/6 increase)and must be reduced by 25 percent for normal duration of loading. "Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches o.c.,and where 10d nails having penetration into framing of more than 15/a inches are spaced 3 inches, or less, o.c. Exception: Unless otherwise required,2-inch nominal framing may be used where full nailing surface is available and nails are staggered. 5Except as noted in Footnote 7,panel thickness at point of nailing at panel edlges determines applicable shear values,except that 316 category panels nailed at shiplap edges use shear values for 5/1s category panels,and 7118 and 19/32 category panel sidings nailed at shiplap edges use shear values for 3/8 category panels. SShiplap edges must be double-nailed; one nail must be placed in the underlep and a second nail must be placed-in the overlap at the nail spacing specified for the applicable shear,value. 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at out edges of the panel siding. TABLE 2a—LAP SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,V.d''2 PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM NOMINAL(ALLOWABLE)WIND CATEGORY STUD SPACING* WIDTH ALLOWABLE WIND SPEED,V.d4(mph) (inches) (inches) PRESSURE Wind Exposure Category (psQ B C D 6 80 170 150 140 318 16 8 79 170 150 140 12 50 140 120 110 6 80 170 150 140 16 8 76 170 150 130 7/16 12 49 140 120 110 6 71 170 145 130 24 8 51 155 120 110 12 32 110 90 90 For Si: 1 inch=25.4 mm,1 psf=47.88 PA 1 mph=1.6 kph. 'One fastener per stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 2Tabulated values assume full penetration of the fastener into the wall studs,i.e.,fastener penetration=fastener length—siding thickness. 'Wall studs must have a minimum specific gravity of 0.42. 4Three-second-gust;based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section R301.2 of the 200912012 IRC,and Section 1609.1.1 of the 2009 IBC. ESR-1301 I Most Widely Accepted and Trusted Page 4 of 7 TABLE 2b—LAP SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,V g''2 PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM ULTIMATE DESIGN WIND SPEED, CATEGORY STUD SPACING' WIDTH ULTIMATE WIND Vna(mph) (inches) (inches) PRESSURE Wind Exposure Category (psf) B C D 6 133 200 180 180 3/8 16 8 131 200 180 180 12 83 180 150 140 6 133 200 180 180 16 8 127 200 180 160 T/16 12 81 180 150 140 ' 6 119 200 180 160 24 8 85 180 150 140 12 54 140 120 115 For SI: 1 inch•=25.4 mm,1"psf=47.88 Pa,1 mph=1.6 kph. 'One fastener per stud located 3/4 inch from the top edge of the siding, Each successive course of lap siding must overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 2Tabulated values assume full penetration of the fastener into the wall studs,i.e.,fastener penetration=fastener length–siding thickness. 'Wall studs must have a minimum specific gravity of 0:42. °Three-second-gust; based on wind pressures acting.toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012/2015 IBC. TABLE 3a—PANEL SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,V.' PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM MAXIMUM NOMINAL CATEGORY STUD SPACING2 (inches o.c.) ALLOWABLE WIND (ALLOWABLE)WIND SPEED, (inches) PRESSURE(psf) Vew4(mph) Edges Field Wind Exposure Category B C D 16 6 12 46 130 110 105 • 3/B 6 80 170 150 140 24 6 12 31 110 90 85. 6 61 150 130 120- 16 6 12 45 130 110 105 1/16 6 80 170 150 140 24 6 12 30 110 90 85 6 59 150 130 120 12 41 130 110 100 19/32 16 6 6 80 170 150 140 24 6 12 27 105 90 - 6 55 150 125 110 For SI: 1 inch=25.4 mm,1 psf=47.88 Pa,1 mph=1.6 kph. 'Tabulated values assume full penetration of the fastener into the wall studs,i.e.,fastener penetration=fastener length–siding thickness. 2Wall studs must have a minimum specific gravity of 0.42. 3F9stener must have a minimum head diameter of 0.297 inch,a minimum shaft diameter of 0.113 inch and a minimum length of 2,5 Inches j8d box naiq. Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-feet in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section R301.2 of the 2009/2012 IRC,and Section 1609.1.1 of the 2009 IBC. ESR-1301 I Most Widely Accepted and Trusted Page 5 of 7 TABLE 3b—PANEL SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,V„S' PERFORMANCE MAXIMUM WALL FASTENER SPACINGS MAXIMUM ULTIMATE MAXIMUM ULTIMATE DESIGN CATEGORY STUD SPACING2 (inches o.c.) WIND PRESSURE WIND SPEED,Vun4(mph) (inches) Edges Field (pso Wind Exposure Category B C D 16 6 12 77 160 150 130 3/8 6 133 200 180 180 12 51 140 120 110 24 6 6 102 200 160 150 12 74 160 140 130 16 6 6 133 200 180 180 v/18 12 50 140 120 110 24 6 6 99 200 160 150 12 69 160 140 130 16 6 6 133 200 180 180 t9/32 24 6 12 46 130 115 - 6 92 180 160 150 For Sl: 1 inch=25.4 mm,1 psf=47.88 Pa,1 mph=1.6 kph. 'Tabulated values assume full penetration of the fastener into the wall studs,i.e.,fastener penetration=fastener length–siding thickness. 2WaIl studs must have a minimum specific gravity of 0,42. 3Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 Inches (8d box naiq. 'Three-second-gust;.based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609,1.1 of the 2012/2015 IBC. TABLE 4a—LAP SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,V�d�z PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM NOMINAL(ALLOWABLE)WIND CATEGORY STUD SPACINGS WIDTH ALLOWABLE WIND SPEED,Vasd4(mph) (inches) (inches) PRESSURE Wind Exposure Category (psQ B C D 6 78 170 150 130 3/e 16 8 56 150 125 110 12 35 120 100 90 6 78 170 150 130 16 8 56 150 125 110 12 35 120 100 90 �Ite 6 52 145 120 110 24 8 37 120 100 90 12 24 90 -For SI: 1 inch=25A mm,1 psf=47.88 Pa,1 mph=1.6 kph. 'One fastener per stud located 3/4 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0,113 inch and a minimum length of 2.5 Inches(8d box nail). 'Tabulated values assume a fastener penetration of 11/2 inches into the wall studs. 3Wall studs must have a minimum specific gravity of 0.42. 'Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section 8301.2 of the 2009/2012 IRC,and Section 1609.1.1 of the 2009 IBC. ESR-1301 1 Most Widely Accepted and Trusted Page 6 of 7 TABLE 4b—LAP SIDING-MAXIMUM ULTIMATE•COMPONENT AND CLADDING DESIGN WIND SPEED,V„n',z PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM ULTIMATE DESIGN WIND SPEED, CATEGORY STUD SPACING' WIDTH ULTIMATE WIND V„�(mph) (inches) (inches) PRESSURE Wind Exposure Category (psi) B C D 6 130 200 180 180 3/6 16 8 93 180 160 150 12 59 150 130 120 6 130 200 180 180 16 8 93 180 160 150 12 59 150 130 120 6 86 180 160 140 24 8 62 160 130 120 12 39 120 - - For.SI: 1 inch=25.4 mm,1 psf=47.88 Pa,1 mph=1.6 kph. 'One fastener per stud located 34 Inch from the top edge-of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 Inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 'Tabulated values assume a fastener penetration of 1'12 inches into the wall studs. 3Wall studs must have a minimum specific gravity of 0.42, 'Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012/2015 IBC. TABLE 5a—PANEL SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,Vase' PERFORMANCE MAXIMUM WALL FASTENER SPACINGS MAXIMUM MAXIMUM NOMINAL CATEGORY STUD SPACING2 (inches o.c.) ALLOWABLE WIND (ALLOWABLE)WIND SPEED, (inches) PRESSURE(psf) Vast(mph) Edges Field Wind Exposure Category B C D 16 6 12 32 110 90 90 318 6 65 150 130 125 12 22 90 - 24 6 6 43 130 110 100 16 6 12 -32 110 90 90 Ths 6 65 , 150 130 125 24 6 12 . 22 90 - - 6 43 130 110 100 12 32 110 90 90 16 6 6 11)/32 65 150 130 125 24 6 12 22 90 - - 6 43 1 130 110 100 For SI: 1 inch=25.4 mm,1 psf=47.88 Pa, 1 mph=1.6 kph. 'Tabulated values assume a fastener penetration of 1'12 inches into the wall studs. 3Wall studs must have a minimum specific gravity of 0.42. 3Fastener must have a minimum head diameter of 0.297 inch,a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches (8d box nall). "Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-feet in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section R3012 of the 2009/2012 IRC,and Section 1609.1.1 of the 2009 IBC, ESR-1301 1 Most Widely Accepted and Trusted Page 7 of 7 TABLE 5b—PANEL SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,V. PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM ULTIMATE MAXIMUM.ULTIMATE DESIGN CATEGORY STUD SPACING2 (Inches o.c.) WIND PRESSURE WIND SPEED,V.1t (mph) (inches) Edges Field (Psf) Wind Exposure Category B C D 16 6 12 54 140 120 115 3/8 6 108 200 160 160 ' 12 36 120 - - 24 6 6 72 160 140 130 12 54 140 120 915 16 6 6 108 200 160 160 /16 12 36 120 - - 24 6 6 72 160 140 130 12 54 140 120 115 16 6 6 108 200 160 160 is/32 12 36 120 - - 24 6 6 72 160 140 130 For Sh 1 inch=25.4 mm,1 psf=47.88 Pa,1 mph=1.6 kph. 'Tabulated values assume a fastener penetration of 11/2 inches into the wall studs. 2Wall studs must have a minimum speck gravity of 0.42. Fastener must have a minimum head diameter of 0.297 inch,a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches (W box nail). °Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012/2015 IBC. DISCLAIMER APA Product Report® is a trademark of APA – The Engineered Wood Association, Tacoma, Washington. ICC-ES Evaluation Report is a trademark of ICC Evaluation Service,LLC(ICC-ES). The information contained herein is based on the product evaluation in accordance with the references noted in this report. Neither ICC-ES, nor APA or Its members make any warranty, expressed or implied, or assume any legal liability or responsibility for the use, application of, and/or reference to opinions, findings, conclusions, or recommendations included in this report The joint ICC-ES/APA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Consult the local jurisdiction or design professional to assure compliance with code, construction, and performance requirements. Because neither APA,nor ICC-ES, has any control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. • 0 0 Application Instructions Fiber Substrate Lap'Siiding i•i€liiltati�ix �r. A-Perfection Shingle Lap Siding • Store off the ground well supported,on a flat well-drained surface.(Diagram 1a) • Additional support may be required to achieve a safe clearance ;. from the ground. � ' ,�,�;;�.-•- a • Store products under a roof or separate waterproof covering. A "..`Y• x=° '' (Diagram 1a) • When the waterproof covering is removed,cut all unit banding. • Keep siding clean and dry. Inspect prior to installation. a . . o • y d General Information • At the time of manufacture,siding meets or exceeds the performance standards set forth In Composite Panel Association ANSI 135.6 and has achieved code recognition under ESR-3090 and CCMC 12353-L. For copies of these reports,call LP Customer Support at 800-648-6893 or go online at https.//Ipcorp.com/resources/product-literature/#. • LP's application instructions describe the minimum requirements needed to assure LPI SmartSide Limited'Warranty coverage. • Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of Before You Begin • Minimum 6 inch clearance must be maintained between siding and finish grade. • Siding applied adjacent to porches,patios,walks,etc.must have a clearance of at least 1 inch above any surface. • Siding must not be in direct contact with masonry,concrete,brick,stone,stucco or mortar. Backer rod is recommended to properly space materials at these location. • Minimum 1 inch clearance from roof surfaces.(Diagram 2a) • Appiy siding in a manner that prevents moisture intrusion and water buildup. • All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up.To achieve this,use primer,paint,sealant and flashings as follows in these application instructions. • Do not use staples. • Siding is designed to be installed directly to wood structural panel wall sheathing. 7 LP O ` 8 6 Trim •Trim should be thick enough so the siding does not extend beyond the face of the trim.. •Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup. Moisture Control • Moisture control and moisture vapor control are critical elements of proper housing design and construction. Check your local building codes for application procedures for handling moisture and water vapor in your area. • Follow all applicable building code specifications relating to prevention of moisture intrusion Into the wall assembly. LP's SmartSidel siding is a wood product,and,as with all wood products,must be kept free from excessive moisture. Lack of proper ventilation;exposure to constant or repetitive sources of water such as sprinklers,condensation,inadequate flashing; improper sealing;or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage,and products subject to such treatment will be excluded from warranty coverage. • As with all wood products,do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete,plaster,or wet blown cellulose insulation. if such conditions exist,the building should be well ventilated to allow it to dry prior to the application of the siding. • Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off. Flashing,Windows,®mors&Openings • All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages. Secondary Water-Resistant Barrier • A properly installed breathable water-resistive barrier is required behind the siding. Consult your local building code for details. •LP will assume no responsibility for water penetration,or damage it may cause. :i •s��qs. Water Run-Off Control 7 4� • Properly installed flashing materials will help direct water away from common water collecting areas. 00.2 c (70.2 cm) •All flashing material shall be metal or another durable material thatste flashing under normal outdoor environmental conditions will last for a period ~Kickout of not less than 50 years. flashing 7 min. (2S cm) All flashing materials must have a minimum 4 inch upper leg.Add a 4 clearance inch wide adhesive flashing to flashing legs less than 4 inches. • Properly integrate flashing with the secondary WRB. Use housewrap, 2a flashing tape,kickout flashing,step flashing, Z-flashing,drip edge,gutters or other items as needed to maintain the counter-flashing principle. • Install kickout flashing to direct the water into the gutter.(Diagram 2a) • Install step flashing that has a minimum 4 inch upper leg.(Diagram 2a) • Maintain a minimum 1 inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding. (Diagram 2b) �. • Do not extend the siding or trim into the kickout flashing or gutter. 1°min. (2S cm) • Prime and paint ALL exposed cut edges of siding. clearance 2b 2 •krtSide0 shi • D P PLO j Cutting • For the cleanest cut and longer blade life,a fine-tooth carbide tipped blade Is recommended. •Siding is manufactured with a special edge coating which reduces moisture-related issues. If siding is ripped you must take special care to prime,paint and seal all exposed wood fiber as described in the finishing section. •Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface. • Do not miter edges. General Application Equipment Ring Shank Diameter>_0.092" Hot-Dipped Galvanized •Fasteners: Minimum 0.092 inch diameter, hot-dipped galvanized(ASTM A-153)or CONDITiON CORRECTION stainless steel ring shank nail. Apply and correct overdriven nails as shown in Table 3a. Snug OK •Sealant: Use an exterior-quality,non- FlushOK hardening,paintable sealant. Use a Class 25 or higher exterior sealant meeting the ASTM C920 Visible Fiber Paint - Standard for Specification for Elastomeric Joint Sealants.Follow the sealant manufacturer's CountersunkApply Sealant instructions for application. 1/16'-1/8"(2 mm-3 mm) • Paint: An exterior-quality 100%acrylic latex Countersunk Apply Sealant& _ paint,specially formulated for use on wood more than 1/8 (3 mm) re-nail and engineered wood substrates,is highly recommended. Semi-gloss or satin finish Table 3a oil or alkyd paints are acceptable.-For flat alkyd paint,please check with the coating manufacturer for their recommendations for use on composite wood siding. j aJR Fastening Instructions-Sheathing Only • Install over wood structural panels a minimum 7/16 Category Sheathing� �"� _•.x ,.,r�"�: : with an APA°Trademark that contains the consensus Standard DOC PS 1 or PS 2. Exception:LP®FlameBlocV Fire-Rated OSB 3/4n min. v' 1 Sheathing. (19 mm) y " • Fastener length: Long enough to fully penetrate wood Nail fully structural panel sheathing by at least 1/4 inch. Ensure that the 1k ringshanks of the fastener full engage the wood structural penetration Ysheathing panel sheathing.(Diagram 3a) at least 1/4' ve1A a 9 n • Fastener placement A minimum 3/4 inch down from top edge (6 mm) of siding. Fasteners shall be placed 1 inch from ends,excluding i the width of the shi lap•(Diagram 3a) Reveal _- ��•A to 6-1/2" •Fastener spacing: Space ring shank nails a maximum of 8 inches (140 mm o.c across the top of siding.(Diagram 4a) to 155 mm) • Use a minimum 0.092 inch diameter shank,hot-dipped - galvanized or stainless steel ring shank nail. Fasteners shall be Water- corrosion resistant and capable of preventing rust,stain and Resistive deterioration under normal outdoor environmental conditions F ) for a period of no less than 50 years. Barrier } 1-1/2"min. (38 mm) _ overlap 3a 3 - .LP�S�mar�Si'de Per�ection_�Shi.ng:�e�;�� _ ..s•ur �.;.,... �.n,.., 'R... $� ,,,;, ^wL.. „r., LLC' .iar.'' l ..w' ,?.a, '�'�`°`. • }it r� h 'a,.� 1 t=om x'„�,if�R$�"",�' W--l..:}:•��'x�s�� -r, ..fir '•i�ad"^ a !� 3 s �i �° � 1--.� �a u r't� o- �� 'fi �.,s,�, r•_a. _ d Ci WN 60, re ' a�)' iY • � `t • y� G rW k' 4� a��,�sy�rs"�` .�I ..n5"3dx��,�' f t x s� ��,,.... S��. _ • { as�-at�u,?�' f` k � �.,.,.h yy�} ( _ -�� { ~'�1.'�`�Y1i.' _ 1... -�•asF" as • •-.• (µ`}r1)d �1'al ! 1 • •-.• r%a> �":1 e'' "'vy iifrC. c•kJy4s d'• WSW 4k- IL •''; (.,t V...W-a4 .at '' 'h�^'�+{ IrM5 9P y{ y✓i`M1 ' �. `"^"�. •S N sf; �,d ksi x~�,*r.^'�-"�` �Z��.`� n 3'F" t. 3v ' EW Zr '^ • �,t1�s,��..., _ ..i ttL.. ', 'a^'".�..`.�1re ;�` 1,v. t,}�n'..:�.s•7'�. ce�i aY t ; a1... , �+''."4'��+�e.,t^ri`?m,.� '��4.rw � a� -r f, .J�.�i_��uks�s� �`� SmairtSWe-Peer ectioYn Shirg,l:e`- <+-.,.+rte aw...la. ,Y a`'�"'�. .�ma'�`=..— •.•z.��.r..x;. °..s-_�`.x»� •7A,"�.w:u^.-< � .;..;%.=[yvE *�-',e:=—�'. C- w �92— Alignment WRB bead 1 (2.5 cm)from ends 'r S.x,�77 Ensure complete paint coverage of exposed edges utf� Flash,shim, • spaceC t ' •• self-spacingSheathin ��i .'�']�• _jam.' �lr'� '4jC�-scpt�'�'t��,.�`.I q`x's:ts:iT,r, Il W Will f�;�� xa ! a NIT ARP ftp 5Mr gol vj ( E tis -- -4 ��"•'Y L }it � #'� Lr�^jl l ,- t'}{�"L� H ;,a31 sj,�,4"( 3�yr�rr-��._ ��-� .�..,,. iL: ' y`y�c" r,f {ti•1 dig'` -....s's { k" ;f 1 t �, ,�Ci. a f. ��tk:,'.'F,�.'•±�__s� Po • ° op hio Alternatives Fastening Option: Rigid Foam Insulation over Purring Strips,or on Concrete/Masonry Walls over Furring Strips •Install over a minimum 1x4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 0.55,no more than 16 inches o.c.in wind speed areas less than or equal to 200 mph. • Fastened with a minimum 0.120 inch shank diameter,hot dip galvanized(ASTM Al 53)or stainless steel ring shank nail. • Nail a minimum 3/4 inch down from top edge of the siding. •Lap a minimum of 1-1/2 inches.This Wil vary based on siding reveal selected. Reveal can be 5-1/2 to 6-1/2 inches. • Blind nail with a minimum of two ring shank nails per furring strip.(Diagram 6a) •Shiplap joints shall occur over furring strips.(Diagram 6a) •Fastener length shall fully penetrate a minimum 1/2 inch into furring strips. Caution;fastener shall not bottom out on a masonry wall leaving the fastener head less than flush with theface of trim or siding. •Siding shall be installed to safely resist all loads,Including wind loads,of the locally adopted building codes. The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure. The mechanical connection of the furring strip to structure is the responsibility of a design professional. LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability. •The 2015-IRC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls,except over concrete or masonry walls per Exception 1 in Section 11703.1.1 of both Codes. LP always requires the use of a WRB behind LPI SmartSide°products. LP will assume no responsibility for any damage or condition arising from a failure to use a WRB. • Louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation. apq Min. Yk Shi la joints shall occur �� Min.1 x4 Min.4 nails per Shiplap 1 (2.5 cm x 2 nails per N=' furring strip overfurring strips s10.2- ) furring strip Vie" atshiplap joint YcaL furringstrip III 6a •Minimum 2 fasteners per furring strip •Minimum 4 fasteners per furring strip at shiplap joint 6 ' • o • e Finishing Instructions • Prime all exposed wood substrate before painting. •Thoroughly paint the bottom edges of siding,especially all cut ends next to the roof line. •Apply paint as soon as possible and within 180 days of application. • Follow the coating manufacturer's application and maintenance instructions. DO NOT USE: •Semi-transparent and transparent stain. • Shake and shingle paints. •Vinyl-based resin formulas such as vinyl acetate,PVA,vinyl acetate/acrylic copolymer paints. CAUTION: HANDLE PREFINISHED LP SMARTSIDE PRODUCTS%6TH EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS. LIMITED WARRANTY The Louisiana-Pacific Corporation("LP'l LPI SmartSide'Trim and Siding(the"Products")Limited Warranty(the"Warranty")applies only to structures on which the Products have been applied,finished and maintained in accordance with the published application,finishing and maintenance instructions in effect at the time of application. Products affected by a failure to follow such application,finishing or maintenance instructions("Affected Products")will be excluded from coverage under the Warranty. LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability. Any modification of the Warranty or the application,finishing and maintenance requirements is void unless approved in writing by LP prior to application. For a copy of the warranty or installation and technical support,visit the LP Web site at:, wwW.I pc®f p.com WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. or for additional support call 800-450-6106 Cal.Prop 65 Warning: Use of this product may result in exposure to m 2017 Louisiana-Pacific Corporation. All rights reserved:LP, wood dust,known to the State of California to cause cancer. SmartSide,and FlameBlock are registered trademarks of Louisiana-Pacific Corporation. APA is a registered trademark of Louisiana-Pacific Corporation APA-The Engineered Wood Association. 414 Union Street,Suite 2000 Nashville,TN 37219 NOTICE: Louisiana-Pacific Corporation periodically updates and revises its product information.The Information in this document is subject to change without notice.To verify that this version is www.lpcorp.com current,call 800-450-6106. m www,lpsmartside.com LPZ80766 7/17 7 LPeBUILDING PRODUCTS LPO SmartSide°,38 Series Strand Substrate Vertical Siding for Board & Batten Applications This Technical Note provides guidance for the application of LPO SmartSide° 38 Series Strand Substrate Vertical Siding for Board& Batten Applications. Additional application information may be found in LPA'Smar&deO Strand Substrate Panel Siding Application Instructions and LPO SmartSide®Trim and Fascia Application Instructions. LP SmartSide 38 Series Strand Substrate Vertical Siding for Board &Batten applications; according to the following requirements. ■ Siding must be installed over a minimum 7/16 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2. o Exception: LP® FlameBlock®Fire-Rated OSB Sheathing Vertical Siding or Batten may only span one plate-to-plate. Due to plate shrinkage,each vertical application is not to span beyond one floor to ceiling distance,or one floor to top of gable distance. (See Figures 4&5) Vertical Siding SHALL NOT be installed horizontally. ■ Battens must be a minimum 0.5 x 2.5 inches actual size. Finish/Paint: o Prime and paint all field cuts and exposed ends following the paint manufacturer's instructions ■ Vertical Siding must be.spaced a minimum of 3/16(See Figure 3) • Sealant is not required in any vertical joint covered by Batten and backed by a WRB. ■ Minimum Fastener Type for Vertical Siding: o Corrosion Resistant—Hot-dipped galvanized (ASTM A153)or stainless steel o Ring Shank o Shank diameter=0.091 inch o Head diameter=0.221 inch o Length =fastener shall belong enough to fully penetrate structural panel sheathing. Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing. Caution:Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly Page 1 of 5 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEL (615)966-6600 VAX (615)966-5666 Date Created:12(2212016 UVEB www.lpcorp.com Last Revision:Na • Fastener Placement for Vertical Siding: o Maximum 3/8 inch from ends and edges (See Figure 2) ■ Fastener Spacing for Vertical Siding: o Fastened a maximum of 6 o.c. along the perimeter(See Figure 2) s .Minimum Fastener Type for Batten: o Corrosion Resistant-Hot-dipped galvanized (ASTM A153)or stainless steel o Ring Shank Ring Shank nails provide superior resistance to fastener pull-through. in Hurricane-Prone Regions or locations where negative wind.loads are a concern, ring shank nails should be used. Trim nails may be used in other locations with the following cautions: Do not overdrive or counter sink the fastener, nail flush with the surface of batten. Batten nails shall be installed per the length, placement, spacing and quantity requirements listed in this document. Detachment. of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used. o Shank diameter=0.091 inch o Head diameter=0.221 inch o Length =fastener shall be long enough to fully penetrate Vertical Siding - Caution: Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly A Fastener Placement for Battens: o Maximum 3/8 inch from ends and edges (See Figure 1) ■ Fastener Spacing for Battens: o Fastened with two nails at both ends,with additional fasteners spaced a maximum of 12 inches o.c.along alternating edges the length of the batten (See Figure 1) ■ Do not bridge floors with Vertical Siding or Battens. Create a horizontal joint between . floors. (See Figure 4) ■ Vertical Siding must be applied in a manner that will not'allow moisture intrusion or water buildup. Refer to LPO SmartSide®Strand Substrate Panel Siding Application Instructions and LP® SmartSidea Trim and Fascia Application Instructions for additional application information. Page 2 of 5 ADDRESS 414 union Street Suite 2000 Nashville,TN TEL (615)986-5600 M (615)986-5W6 Date Created:12/22/2616 VM www.lpcorp.com Last Revision:n/a i I Batten Vertical Siding :fir=,��w •�;�,:;�;-,�:.1>i LP®SmartSide® ' LP®SmartSide° Trim/Batten Vertical Siding �i i r $ 3/8" max.from .12" o.c.max: ends and edges A. C 3 �. .; 3/8" max.from ends and edges 6"o.c. max. Figure 3 Figure 2 i I Page 3 of 5 ADD=$ 414-Union Street Suite 2000 Nashville,TN TEL (615)986-5800 MX (615)986-5666 Date Created:1212212016 SEB www.lpcorp.com Last Revision:Na p„ LPA'SmartSide®. Trim/Batten Trier/Batten Attachment LPO SmartSide® Vertical Siding min.3/15"space r f ' Water-Resistive Barrier t' + } ' Wall Sheathing Figure 3 Fastener- Page 4 of 5 astenerPage4of5 AMMS 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 VAX (615)986-5666 Date Created:12/22/2016 WEB wwWApcorp.com Last Revision:n/a �I i . 11 TWO Story one Story Cine Floor to Ceiling One Plate-to-Plate Horizontal Joint between Floors t i LPII SmartSide a " Trim/Batten I r i LPO SmartSide" Vertical Siding r. 4"Wide Adhesive Flashing Stoped Metal Z-flashing Floor Sheathing rx3 ,' -------- Wali Sheathing ' Water-Resistive fi, � Y xBarrier A. d��`y�;+y�"w�'"r.:.'. ._iii _.. ..,.:;.• �� Floor Framing �I LPO SmartSide° . Vertical Siding s w LPO SmartSide° Y' Trim/Batten Figure 4 Figure 5 �I Page 5 of 5 M)DRUS 414 Union Street Suite 2000 Nashvilie,TN T9L (615)988.5600 i?9x (615)98&-5666 Date Created:1212212016 SEB www.lpcorp.com Last Revision:nfa e Lr a :r BUILDING PRODUCTS Installing LPI SmartSide°Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida (V„It Wind Speeds) This Technical Note is an addendum to the LPO SmartSide®Trim and Fascia, and LP®SmartSide® Lap siding Application Instructions ("Instructions"). It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips.The Instructions remain effective except as may be modified by this Note. Refer to the Instructions for all other aspects of product installation. Frim and lap siding maybe installed on concrete or Masonry walls over furring strips: ■ Trim and lap siding must be installed over a minimum 1x4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 0.55. o install furring strips no more than 16"o.c. in wind speed areas less than or equal to 200 MPH' • Siding shall be installed to safety support all loads, including wind loads,of the locally . adopted building codes. The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through.the load-resisting elements to the structure. The mechanical connection ofthe furring strip to the concrete or masonry structure is the responsibility of a design professional. LP assumes no liability for any loss or damage caused-by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability. • Minimum Fastener Type: o Corrosion Resistant—Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank- o Shank diameter=0.120 inch o Head diameter=0.270 inch o Length =fastener shall fully penetrate a minimum 1/2 inch into nailable furring Caution:fastener shall not bottom out on masonry wall leaving the fastener .head less than flush with the face of trim or siding. Page 1 of 3 ADDRIM 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 FAX (615)986-5666 Date Created:12/04/2015 www.ipcorp.com Last Revision:12/17/2015 ■ The 2012 IRC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls,except over concrete or masonry walls per Exception 1 in Section R703.1.1 of both Codes. LP always requires the use of a WRB behind LP®SmartSide° products. LP has no responsibility for any damage arising from a failure to use a WRB. Lap Siding ■ Limitations: o For use with Strand substrate lap(all widths)and/or Fiber substrate lap (up to 8 inches wide only) o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap,Self-Aligning Fiber Lap, and SmartLockT"'Strand Lap ■ Fastening Requirements: o Place fasteners 3/4 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-1/8 inch o Blind nail two fasteners per furring strip (every Ifs"o.c.) I x r Min. 1x4 g `, y Furring Strips '< k i Fasteners r • 2 nails per furring(4 nails at butt joints) • bails spaced 3/4"from top edge of lap and 3/8"from ends of lap(approximately 1"apart) e 1-1/8"min, lap siding overlap. Page 2 of 3 ADDRM 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 RAX (615)086-5666 Date Created:12/0412015 ti www.lpcorp.com Last Revision:1 211 71201 5 Trim ■ Limitations: o in Florida where high negative wind loads area concern, box or common nails should be used. Trim nails may be used in Non-Hurricane-Prone Regions with:the following cautions: Do not overdrive or counter sink the fastener, nail flush with the surface of trim. Detachment of trim is not covered by the LP®SmartSide® limited warranty whether common, box,or trim nails are used. ■ Fastening Requirements: o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the trim,or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches o.c. along alternating edges the length of the trim. o Trim under 7 inches wide use a minimu.m of 2 nails per width. Trim 7 to 12 inches wide use a minimum of 3 nails per width. Trim over 12 inches wide use a minimum of 4 nails per width. '.Wind speed is Ultimate Design Wind Speed/Zone S/10 ft2/30 foot height.See 2014 FRC. 2Corrosion resistance and capable of preventing rust,stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years. For further information or guidance,consult your nail supplier/manufacturer. 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail Withdrawal Loads of APA publication TT-3.09, Wood Structural Panels Used as Nallable Sheathing when tested in accordance with ASTM D 1761,Standard Test Method for Mechanical Fasteners in Wood and NDS-2015. For further information or guidance,consult your nail supplier/manufacturer. Page 3 of 3 ADDMS 414 Union Street Suite 2000 Nashville,TM (615)986-5600 PAX (615)986-5666 Date Created:1210412015 WM www.ipco,p.com Last Revision:12/17/2015