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HomeMy WebLinkAboutProduct ApprovalCustomer Name: Tuff Shed, Inc. Address: State of Florida License #CBC1253645 permit # Product Approval Cover Sheet As required by FI°rida Statue 553.842 and Florida Administrative Code 913-72m. Pleaseprovide the e information are listed on line at for the building components listed below if they will be utilized on the building or structure. Florida pp www.floridabuilding.org or can be obtained from the local product supplier. All Products listed are per Florida Building Code 7th Edition (2020) an a �• -polo IVloder#/ FL prod H/HZ- X Produpt Tq:pe Manufacturer. FL9190.1-R9 YES _ x Siding (Panel) LP Corp Panel FL10477.1-R6 YES Siding (Lap) James L Hardie Lap FL15585.1-R5 NO - - - Window - Single Croft LLC Series 96 FL20743.1=R1 NO Window -Sliding Tafco Corp Series 82000 FL17667 X Fixed Transom Innovations Inc. Transom 151b Felt LI UI-La �►222 YES_ z Roof underlayrnent GAF Roof Underlayment Asphalt Roof Shingles FL10674.1 R-12 NO x Asphalt Shingles Owens Corning Standard -Double Door FL22202.1-R4 YES Door (Double) Tuff Shed, Inc. Standard- Single Door FL22202.3-R4 YES Door (Single) Tuff Shed, Inc. HVHZ-Double Door FL22202.2-R4 YES Door (Double) Tuff Shed, Inc. HVHZ-Single Door FL22202.4-R4 YES Door (Single) Tuff Shed, Inc. :. Custotn_ M�terial�:Us�c�.. Steel Door - Inswing . JELD-WEN 6 panel / 3068 / Inswing FL11136.1-R7 FL11136.2-R7 YES YES Steel Door - Outswing JELD-WEN 6 panel 1 3068 / Outswing FL17454.1 R1 NO Full lite Door JELD-WEN 3068 Full lite Door JELD-WEN 6068 9 lite Door JELD-WEN 3068 5V Crimp FL4525-R4 NO Metal Roofing Metal Building Supplies FL4525-R4 NO Metal Roofing Metal Building Supplies TM Rib Fi 5822 2-R8 NO Flood Vents SMART VENT PRODUCT, INC Foundation FL15279 NC Garage Doors ROMAX Doors 4r OL =lords 3uilding Ccde online Hot ioTopicsSUotnit a;trr,',_iGe fdCt S\A'.S .7 s 6CI5 Home Log to User FtegIstration + =a F*Product Approval USER: putIlIC user US '✓£ [I` a . • ^- �r°tluc yvz+ ater+u >-rotluc: er:.QDlicatie�n Sea�c' _prl:ra::n:_> �nplieatiar. OCLait _ =1 2702-R4 .. ja y'+,' FL r-• AIIirnation Application Type 2020 Code version, Approved Application Status Conments Archived Product Manufacturer Address/Phone/Email Authorized Signature . Technical Representative Address{Phone/Email Quality Assurance Representative Address/Phone/Email ' Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By •`.i' _..�,-ram^^,••::�r:; .x_ • �:prL� ;. >uolicancns Contact Us --Bwis Site htap nKs ��a+�n Tuff Shed, inc. 1777,50uth Harrison Street suite -Goo Denver, CO 80210 (303) 474-5567 bg rirn es@tuffshed.co m 'on Saurey bgrimes@ tuffshad.com Patrick Kessler !777 5 Harrison Street Denver, CO 80210 (3031753-8833 Ext 5517 p kessi er@tuffs h e d. com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturer Association Window and Door Manufacturers Association 9 E � 5tandara -- ASiM E330 `0 4 TAS 202 is9 affirm that there are no changes in the new Florida Building C-ode which Erect my product(s) and my product(s) are in ccmpliance with the new =londa Building Code. Documentation from approved Evaluation or Validation Entity Yes No \/A htsnc•ifumrwt�nririah++ilriinnnrglnrinr acn dti.asnx�gar'"�'"vGEV^��'ti"" o+iY?I''+V=ob.^.PJ'•UX3gCszeVbgJZ3l2bU6°i°2fklA+b4iUU9GvGEUFQ°aid%3d "1•'3 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved a... har ar Name FL# 22202.1 Side -hinged Wood Shed Door (Outswing - Double Door) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A ` Design Pressure: +42/-42 I other. structural only 22202 2 Side -hinged wood Shed Door (outswing Double Door) HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +54/-54 Other: Structural only 22202.3 I Side -hinged Wood Shed Door (Outswing Single Door) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +42/-42 other: Structural only Shed Door 22202.4 Side -hinged Woad (Outswing Single Door) HVHZ Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +54/-54 other: Structural only Method11 Option A 01/21/2021 O1/21/2021 01/26/2021 i Description Side -hinged Wood Shed Door (outswing - l,uu... ___.+ Maximum Size 80.25" wide by 84" high Certification Agency Certificate FL22202 R4 C CAC Tuff456CCL.l Quality Assurance Contract Expiration Date 06/14/2028 Installation Instructions L02 R4 II AP-FL-PGEN-03SDDubie oor �df FZ2 Verified By: Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Side -hinged Wood Shea poor tuuu u-y - - --• Maximum size 80.25" wide by 84" high Certification Agency Certificate FI22202 R4 C CAC Tuff456CCL.pdf Quality Assurance Contract Expiration Date :06/14/2028 Installation Instructions FL22202 R4 II AP-Fk-PGEN-D3 Z) _(Double Door - HVH,pdf Verified By: Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Side -hinged Wood Shed Door (Outswing - bingle vaorj Maximum Size 56" wide by 83.75" high Certification Agency. Certificate i FI72262 R4 C CAC Luff456CCLpdf i IQuaiity Assurance Contract Expiration Date Io6/14/2028 'Installation Instructions FL222D2 R4 II AP-FL-PGEN-02 (Single Door),pdf i Verified By: Window and Door Manufacturer Association `• Created by Independent Third Party, Evaluation Reports Created by Independent Third Party: Side-hen9ed vv000 Shed Door (outswing - 5 9,c —" J •""� Maximum Size 56" wide by 83.75" high Certification Agency Certificate Ft 72202 R4 C CAC Tuff456CCL.pdf Quality Assurance Contract Expiration Date 06/14/2028 Installation Instructions FL22202 nd SI AP FL PGEN-02 (SIngle Door - HVHZI.odf Verified By: Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: fontaG Us :: 2601 alape =°ad ?a{lahass��- phone: 850-487.1824 The State Of Florida is a0 AA/EEO employer. Gapyr9ht TOOT 70I3 S[a[° of Florida.:: Privacy,_ St�te^'e°t :: Aeeessihli� Statue Q1Te�t 7 Refund Statement questions, Phase contact a50.487.1345. 'Pursuant to Section 455.275(1). Under Florida law, email addresses am public records. if you do not want your a -mail address released in response c a pu.487.erards request. do not send electronic mall. If provide the Department with an email address it they have have one. address, ses lone this entity. statutes efinstead, ecintract the off fective Ottober 1. 20 2. licensees licenshone or ed under Chapter 455 F.S.Vmus[ pubtic provided may be used for official communication with the licensee. -available email addresses are determine record. If you dh not ndewish to Supply a . F.S.provide the Department with an email address which can be made av �Irodi NBC LAhPP'; Adaedepl�ine if you are a licensee under Chapter 455, F., please Bide here . M1l� �L M cthar_ CszaVboJZB%2bU6%2flcWb4iUU9GvGEUFO%3d%3d 2(3 i,4tne•/lwnufindrinhllildinn nrnlnrinr Ann dti.asnx9naram=wGEVXOwtDCUYPIHVaBbaMUX3a IDTE:INSTRUCTION UI THROUGH 04 ARE TO BE —1 RFORMED IN FACTORY- INSTRUCTION 051S TO BE SEE DETAIL'A' lERFOMED ON JOB SITE. FOR INSIDE%%W OF ASSEMBLY ATTACH ITEM 1 (TAG' ENGINEERED WOOD SHEATHING) 3 TO ITEM 2 (STEEL DOOR FRAME-1-112" CHANNEL) WITH ITEM 3 (116 x 1-112' SCREWS) @ 6" O.C. AND (2) SCREWS ; AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. f !. ATTACH ITEM 4 (31B" SMARTSIDE ENGINEERED WOOD 6 EXTERIOR SHEATHING) TO ITEM 2 (STEEL DOOR ! FRAME-1-112' CHANNEL) WITH ITEM 3.(08 x 1-112 SCREWS) Q 6- O.C. AND (2) SCREWS AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. i. ATTACH ITEM 5 POOR TRIM) TO ITEM 4 (31B ` SMARTSIDE ENGINEERED WOOD EXTERIOR SHEATHING) WITH EXTERIOR GRADE CONSTRUCTION .6 ADHESIVE AND ITEM 6 (NAILS) @ 6" O.C. AND (2) NAILS AT EACH END OF EVERY TRIM PIECE AS SHOWN, T I, ATTACH ITEM 9 (HINGES) TO DOOR ASSEMBLY WITH ITEM D (110 X 2-114' SQ DRIVE WOOD SCREWS) AT , LOCATIONS SHOWN ON SHEET 4. (3) SCREWS PER HINGE. ' I i. INSTALL OUTSIDE HANDLE (COMPONENT OF ITEM 117) STEEL DOOR FRAME:1-112" STEEL DOOR FRAME FA5TENAL 3 q9 x 111Y WOOD SCREW LOUISIANA PACIFIC 4 — 31W SMARTSIDE EXT SHEATHING LOUISIANA PACIFIC 5 DOOR TRIM SOUTHERN CARLSON e - 6 NAIL SIERRA PACIFIC T 390209 TUFF SHED'L"HANDLE ASSEMBLY GMS g _ fl8 x 2-11A" SOUARE DRIVE WOOD SCREW SIERRA PACIFIC ,% g HTH8099 UFF SHED HINGE ----�`'=•�_..._._ DOOR HANDLE AND STRIKE :3) �— PLATE ATTACHMENT SIERRA P— AC— IFIC PART 03902g9 INSTALL DOOR HANDLE USING 1lil x 2-114- SINGLE DOOR ASSEMBLY SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH 12) Nfi x2 IN %l TOP VIEW SQUARE DRIVE WOOD SCREWS-2 f � -- ; a .:x-rn SCREWS TO BE LOCATED AS SHOWN. f _ I iSEM0L1' INSTRUCTIONS: )TF-: INSTRUCTIONS01 THROUGH 114 ARETO BE :RFORMED IN THE FACTORY. INSTRUCTION 051S TO :PERFORMED IN THE FACTORY OR ON •CI IE JOB SITE. ATTACII ITEM 1 (7116" ENOINEERED WOOD SHEATHING) TO REM 2 (STEEL DOOR FRAME-1-112" CHANNEW WITH ITEM 3 (1111 x 1-1/2" SCREWS) rel D" O.C. AVID (2) SCREWS AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. BUTT ITEM 11 QX3 VERTICAL PANEL SUPPORT) TO 01 VERTICAL ITEM2. (STEEL DOOR FRAME - 1 1/7." CHANNEL) AND ATTACH TO ITEM 1 (7116` ENG1'1 71NEERED SC(lEWS)OT Vs,- O.0 AOD G AND (1) SCTH ITEM 3 (l AC(1 SCREW E END OP 2X3 DOOR SUPPORT. ATTACII ITEM (319' SMARTSIDEENGINEEERD WOOD EXTERIOR SI•IEATI IING) TO ITEM 2 (STEEL. BOON FRAME -1-V2"CHANNEL) AN D In hi 11 (2X3 VERTICAL. PANEL. SUPPORTI WITH ITEM 3 (118 x 1-112 SCREWS) d1 D" O.C. AND (2) SCREWS A71 EACH END OF EVERY CHANNEL AS SHOWN IN DETAII.'B'. A I I ACI I I ITRI5(DOORTRINI)TOITEM d (:ill(" Sf.1ARTSIDE ENGINEERED WOOD EXTERIOR SHEA l I IING) WITH E7:7 L• RIOR GRADE CONSTRUC'(ION ADI If:S11/E AND ITEI-A li (NAR.S) c; IS" O.(:. AND (2) NAILS A'I I-ACI I ENM D OF EVFRY TRI PIFCI' AS SHOWN. A'i iA(.:I LI IEI•A D (I IINGL'5) 1 C71TE[41 Ci Il7DCt)1 I'IUAi) WITH 17lgo B wo X 2-1/L" SQ DRIVE WOOD SCREIVS) Al LOCA1 IONS SHOWN DN SHEET 4. (3) SCRE1°1S PER HINGE. r EXPLODED OR ASSEMBLY — PARTS LIST ,—lhi)oit — DESCRIPTION ITEM PART NUMBER --.- 11 2X3 VCI 6AL PANEL 1 - DOOR HA, LADLE AND STRII(E PLATE ATTACHA4EN f SIERRA PACIFIC (?ART U300ZDD BOLT LATCH 01J FIXED DOOR FOR- INSTALL DOOR HANOI.F USING (ID x 2•-114" SQUARE DRIVE WOOD SCREWS. ATTACH ODUDI.E DOOR SIGRRI► I?ACIFIC PART q 114aLN STRIKE PLATE WITH 12) 118 x 2114" SQUARE DRIVE WOO SCREWS, SCREWS TO DE LOClCTED AS SHOWN. J I _ NAIL DOORJi�taR STUDS 'I O KIN( DOUBLE DOOR agEM9Ly TOP VIEW - --DOLI LAICI10NFIX1:0 ODOR I?OR DOUBLE DOOR S)rRRATACIF(Z'FT12T111f3:}:0 INSTALL EACH DOLT LATCH DRi/E: WOOD SGREV SLIAI2I \ --DOOR TIIRE9110L0 , r—r%m ncer-hA921 S'1UDS WITH (2) 1(h 'T SI1OWN) HINGE, ATTACHMENT SIERRA PACIFIC PAR I _ 4r� 1111TH6"D[JS (3) TUFF SHED HINGE PER DOOR. ATTACHEACH HINGE V4ITH (81 416 r. 2"114" SQUARE ... RgE WOOD SCREV\ INSTALLATION INSTRUCTIONS: ONARY I"" ASSEf BLY WITH ITEM R (B0 X 2 1MSS0 DRIVE WOOD SCREWSI AT LOCATIONS PANEL SHOWN ON SHEET 4. (4) SCREWS PER HINGE- 2. WITH ITEM 0 (110 X 2 1/4" SO DRIVE W� D) SCREWS) W ) AT LOCATIONS IONS SBLV HOWN OALL PA14EL N(, SHEET4. (4) SCREWS PER I IINGE. 3. ATTACH ITEM 20 (STRIKE PLATE) TO ITEM 12 (3067 TUFF SHED STATIONARY DOOR) WITH (2) ITEM B (LIB X 2 114" SO DRIVE- WOOD SCREWS) AT LOCATION. SEE DETAIL'C'. 4.' AIIACHITEM73(SPRING(1OLTS)TOITEM 12por,%TUFF'SHED'u'fATiONARYIl00R)• WI111(4) ITEM B (B0 x 2-114" SO DRIVE WOOD SCREWS). S. ATTACH 17FM 24 (2X4XI2" BLOCK) TO ITEM la 1314" APA FLOOR DECKING) 4VITii (A) II I 0 X 3" DL'CI( SCREWS. ruFF bN am-algc Bilildmgs & G( i� TUFF SHED, 2 C PARTIAL_ EXPLODED ISOMETRIC OUTSIDE VIE�N 'M iF'ART NUMBER 2 -- 3 _ P37 4 19 IG _ 17 ITH6099 20 21 23 1143ZN `tiiFrsriED SHED STATIONARY SIERRA PACIFIC EMHVOE .LO_UISIANA PAC!FU ERTICAL (OOGB) _ I.OUISIANA f'ACIFI RIM - HORIZOt41'A_L PLATE LED -- - MS RJSTUp- — I—ERRA PACIFIC I BOLT MARKET I.UMB... !-BLOCK _ _. _.l.. _ to f -4 VIE ,i 1 VIEPARTIAL EXPLODED ISOMETRIC gl IIVSID — 1 p .314 OPFMING I BM IlllOfd URI([ :llil9lo 39112 72114DOOR----- 4 ( PARTIAL FRONT Vlflhl -I I.--- 4m " HFF S D TUFF SHED, INC. Jr- DAM-riat ASSEMBLY INSIDE VIEW I)OUBLF1011PLAR: PARTIAL ASSEMBLY OUTSIDE I MI: W -'s Xlor (PARTIAL ASSEM13LY 14 INSIDE VIEW OPTIONAL HEIGHT CONFIGURATION 11"Imt r: Imp "I ATE p v i'9�TUFF SHED E VENDOR: SIERRA PACIFIC •.•.. •..••• PARTIMTH6G99 00 . 9 DOOR TRIM C6> STRIKE_ PLATE @J' VENDOR: LOUISIANA PACIFIC- VE=NDOR:'SIERRA PACIFIC ' 1 f t 7` IUFr,__.SHED L HANDLE ASSEMBLY VENDOR: SIERRA PACIFIC PART 1179G2U9 -• b V/dilpS 9ASLD UM1) DOOR VdIDTII -I f d I11/2) -'-i (1 112) — - t [1 1121 i I ry 711fi' )Sli _f SPACER -1/16" APA ENGINEERED SHEATHING 2 2X LUMBER IIEADF_R -- � VENDOR: "APA APPROVED" VENDOR: TUFF SHED r ITFIR u � �u (un agl Builclalgs & Garages mTUFF SHED, INC. G' - -- FOG plot: Draem By: PI( Dalm 512911E Ghac)IadBy.. I]ala: Scale: hl.T.S. I DOOR CHANNEL VENDOR: QUAIL RUN �. --- --- - -- VARIF_S BASED ON DOOR WIDTH - -- I ,i/(S" SMAFtI"Sl[lE EXTFRIUF SIDING - 1/FNDDR: LOUISIANA PACIFIC Fl. APPROVAL /111100-6 �Z31 SPRING BOLT (�21 TOP & BOTTOM PLATES, STUDS .,•.� VENDOR: SIERRA PACIFIC \\ l VENDOR: S•rIMSON LUMBER i PART fill 147M ^•• MGdIMUM M SPF 112 THESE DRAWINGS AND ME DESIGN ARE TI IE PROPERTY 0FTUFFSIIEI7.INC. TIIESE DRnVMmF ARE FOR A Doll,011,10 10 RE SUPPLIED AND IIUILT IIY 1UFF SI IFD. ANY MIEN USE IS neon+e r+. is5) Lot• tso m FORDID131i14 BY 19FF9HLLR � � IC Ume as/]A/la ING S IM ENGINEER OI° twlwsiNrn6--'_ -' if vrrAe"r•r i?.f_ RECORD. ._..it:G._ 1111AWll(GS SY: TITLE TUFF SHED, INC. _ G' (GRG7j DOOR ASSEMBLY IN IIgUSI's DItAI'1'IN(i 13HPART•MENT AND INSTALLATION 1777 S. IIAIIIt1SON ST•ILM I' DENVIi1LCOLORADO11021D COMPONENT DETAILS I31)1) 753: R IFF ,: • ¢rear.: assv:or•�Ne�r•ernnr,nrrnx RAWING NO. AP-l-t: PGEN-U:1 REV. LEVEL 01 SHEET 5 SHEET S OF 5 1 Florida Building Code Online isiness • I c e BCIS: Home I Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts ( Publications Contact Us I BCIS Site Map ( Links I Search '0'0�d Product Approval r� USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail a FL # FL9190-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer LP Building Solutions Address/Phone/Email 414 Union Street - Bank of America Plaza Suite 2000 Nashville, TN 37219 (352)425-7457 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, 7457 cw.macomber@Ipcorp.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report j Florida License PE-49497 Quality Assurance Entity APA - The Engineered Wood Association Quality Assurance Contract Expiration Date 12/31/2030 Validated By James L. Buckner, P.E. @ CBUCK Engineering F� Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9190 R9 COI certificate of iodeoendence.pdf 1405 1604.3.1 floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJPW%2b4UtP1 LM%2fVA7w4rtSE%2bkuUji%2bUgYQ%3d SmaftS'ide° LP TRIM & SIDING GENERAL • At the time of manufacture, siding meets or exceeds the performance standards set forth in ICC-ES AC321 and has achieved code recognition under ESR-1301, CCMC11826-L, APA recognition under PR-N124, and HUD recognition under HUD-MR-1318c. For copies of Product Approvals go online at https://Ipcorp.com/resources/product-literature/ or call LP Customer Support at 800-648-6893. • Minimum 6 inch (152 mm) clearance must be maintained between siding and finish grade (ground cover). •, Siding applied adjacent to porches, patios, walks, etc. must have a clearance of at least 1 inch (25 mm) above any surface. • Minimum 1 inch (25 mm) clearance at intersection with roof line. • Apply siding in a manner that prevents moisture intrusion and water buildup. • All wood substrate that is exposed to the weather must be sealed in a manner that prevents moisture intrusion and water build up. - Seal ALL exposed cuts of siding and trim. Field spray applied coatings on cuts are not recommended. Sealing can be accomplished by applying a coating or sealant according to the manufacturer's requirements. - Butt joints that are covered with joint molding, sealant orfactory prefinished end, are considered sealed from the weather. • See Alternate Fastening Options for fastening lap siding to SIP, ICF and Steel Frame assemblies. • DO NOT USE STAPLES. • SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, CONCRETE, -BRICK, STONE, STUCCO OR MORTAR. STORAGE • Store off the ground well supported, on a flat surface, under a roof or separate waterproof covering. • Keep siding clean and dry. Inspect prior to application. • 38 Series Strand Substrate lap maybe installed on studs spaced a maximum of 16 inches (406 mm) o.c. • See Alternate Fastening Options for fastening 38 Series Strand Substrate 6 inch (152 mm) and 8 inch (203 mm) lap on studs spaced a maximum of 24 inches (610 mm) o.c. • 76 Series Strand Substrate lap may be installed on studs spaced a maximum of 24 inches (610 mm) o.c. 38 AND 76 SERIES STRAND SUBSTRATE SMOOTH FINISH OR CEDAR TEXTURE PRIMED LAP SIDING For 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 inches (406 mm) o.c. The framing shall be of adequate thickness to accept 1-1/2 inches (38 mm) of nail penetration. A properly installed breathable water-resistant barrier is required between the siding and masonry or concrete walls. MOISTURE • Moisture control and moisture vapor control are critical elements of proper housing design. Check your local building codes for application procedures for handling moisture and water vapor in your area. • When using wet blown cellulose insulation, the insulation 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 the insulation manufacturer. • 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. • Siding must not be applied to green or crooked structural framing members, Do not apply siding over rain -soaked or buckled sheathing materials. • Gutters are recommended for control of roof water run off, SECONDARY WATER-RESISTANT BARRIER (WRB) • A properly installed water-resistant barrier is required behind siding. Consult your local building code for details. • The LP SmartSide limited warranty does not expressly or implicitly cover water penetration. LP does not assume responsibility for any water penetration. GAPS & SEALANTS • Seal all gaps with a high -quality, non -hardening, paintable sealant meeting ASTM C920, minimum Class 25. • Follow the sealant manufacturer's instructions for application. FLASHING, WINDOWS, DOORS & 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, Application instructions (cont.) FLASHING, WINDOWS, DooRS & 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. KICK-OLIT FLASHING • Install kick -out flashing to direct the water into the gutter • Install step flashing with minimum 4 inch upper leg • Properly integrate flashing with the secondary water -resistive barrier. Use housewrap, flashing tape, Z-flashing, or other items as needed to maintain the counterf lashing principle. • DO NOT extend the siding or trim into the kick -out flashing or gutter • Maintain a clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding • Prime and paint ALL exposed cut edges 4i LP Siding Min. 1" clearance A _ between trim and roofing Clean rain gutter Do not run trim or siding inside the Idcic out flashing 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. • LP° SmartSide° siding is not designed and/or manufactured to be used as trim or fascia. LP SmartSide trim and fascia are available in a variety of dimensions. FINISHING INSTRUCTIONS • Prime and paint all exposed surfaces including all drip edges or where water will hang. • Apply finish coat as soon as possible or within 180 days of application. • High -quality acrylic latex paint, specially formulated for use on wood and engineered wood substrates, is highly recommended. Semi -gloss or satin finish 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. • Follow the coating manufacturer's application and maintenance instructions. DO NOT USE • Stain. • Vinyl -based paint (like vinyl acetate, or PVA), HANDLE PREFINISHED LP SMARTSIOE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS. NAILING INSTRUCTIONS • In braced wall assemblies, use minimum (0.113 inch shank diameter) hot -dipped galvanized nails for 38 and 76 Series panels and minimum (0.131 inch shank diameter) for 190 Series panels. Do not use electroplated fasteners. Refer to your local building code to verify the minimum allowable fastener size. • Penetrate structural framing or wood structural panels and structural framing a minimum of 1-1/2 inches. • For 38 Series panels, double nailing procedure meets wall bracing requirements and 5/16 inch shear wall design values. 1" from edge Alignment bead r_1 gap Figure 1 t ( Double row of nails • For 76 and 190 Series panels, single nailing meets wall brac- ing requirements. To meet the equivalent 3/8 inch shear wall design values, double nailing procedures must be used. It may be necessary to angle drive the second nail in order to penetrate the framing. Seal nails driven below the surface. 3/8"from edge Alignment bead 1/8" gap Nail pepetration min.1-1/2" Figure 2 1 I Single row of nails Application instructions (cont.) CONDITION CORRECTION • Shear values for panels applied directly to studs shall be no greater than noted in Table 1 of the ICC-ES Report ESR-1301 or Table 1 of APA PR-N124. • Not warranted for application on ICF assemblies. • 38 and 76 Series panels must be installed on 16 inch o.c. framing only. When installing on 24 inch o.c. framing,190 Series panels are required. • Backside of panel must not come in contact with masonry or concrete foundation. • Do not force siding into place. Maintain the illustrated 1/8 inch gap behind the joint to allow for expansion while the panel equilibrates with the local environment. • DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light contact to the edge of alignment bead. (see Figure 1 and Figure 2) • Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface. • Where siding butts window trim, door casings and masonry, etc, leave a 3/16 inch gap and seal. Insulated Sheathings LP SmartSide Sidings may be installed over low -compression rigid foam or exterior gypsum. The following precautions must be followed: a) Adequate bracing of the wall in accordance with the International Codes or other ruling building code is required. b) For rigid foam sheathing up to 1 inch (25 mm) thick, siding may be nailed directly to the foam sheathing unless a drainage plane is required by the local building code. Nail length must be increased to ensure a minimum 1-1/2 inch (38 mm) fastener penetration into the structural framing. c) For rigid foam sheathing greater than 1 inch (25 mm), a minmum 1-1/2 inch (38 mm) thick by 3-1/2 inch (89 mm) wide vertical strapping orfurring strip must be installed overthe sheathing to provide a solid, level nailing base for the siding. The strapping must be securely fastened to structural framing spaced no greater than 16 inches o.c. (406 mm) with a minimum nail penetration of 1-1/2 inches (38 mm) and a maximum nail spacing no greater than the width of the siding. Louisiana-Pacific Corporation will assume no responsibility for any damage or condition arising from the use of rigid foam or exterior gypsum. I t, 12" max. rt field nailing 6" max. perimeter 6" max. nailing perimeter �s nailing 6" min. ground Do not let panel clearance contact masonry (see Figure 7A and 76) Figure 3 Snug Flush Visible fiber ta Yrly Countersunk1/ie"-i/a"_ Countersunk more than 1/s" OK ���► �l► PaiTt Apply sealant IZY Apply sealant and —® re -nail 1 IN. ROOF & CHIMNEY CLEARANCE Prime and pair bottom drip edges LP SMARTSIDE PANEL SIDING JOINT DETAILS HORIZONTAL WALL JOINTS BUTT rr FLASH LAP Siding 3/8" min. Blocking gap'. 1" min. Sloped overlap flashing with 4" vertical leg Figure 5A C-11 ,e .ap top panel over bottom panel Figure 56 LAPPED HORIZONTAL WALL JOINT Siding Framing (band joist, truss chord, etc.) 1" min. / Wall Framing overlap Figure 5C APPLICATION INSTRUCTIONS (CONT.) sheathing to provide a solid level nailing base for the siding. The strapping must be securely fastened to structural framing spaced no greater than 16 inches (406 mm) o.c. with a mini- mum nail penetration of 1-1/2 inches (38 mm) and a maximum nail spacing no greater than the width of the siding. uisiana-Pacific will assume no responsibility for any damage or ndition arising from the use of rigid foam insulation sheathing exterior gypsum. Min.1" overlap Extend siding below plate Min. 6" finish grade clearance -% BUTT JOINTS Figure 2 Space nail min. 3/4" from top Sheathing, if required Siding must not contact masonry Nail min. 3/4" from top and 3/8" from edge , i Butt joints must occur over studs. 1 INCH (2'S MM) ROOF & CHIMNEY CLEARANCE 3/16" gap : bottom of siding LP Strand Substrate Lap Siding may also be installed in compliance with Breathable Category 8140- Exterior wall siding and sheathing for Wildland Unban water-resistant Interface (WUI) applications atop LP FlameBlocl<sheathing. Referto barrier FlameBlocl< installation instructions and product data sheets. All LP lap sidings may be installed as exterior siding in Wildland Urban Interface (WUI) applications installed over one layer 5/8" (16 mm) Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing. They may also be installed over the exterior portion of a 1-hour fire -resistive exterior wall assembly designed for exterior fire a exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. • A minimum 3/16 inch (5 mm) gap is required at ALL butt joints. • If joint caulking option is selected, seal all gaps at butt joints 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 to the gap allowing a net 3/16 inch (5 mm) space for expansion. • If siding is prefinished, gap does not require sealant or joint moulding when backed with minimum 4 inch (102 mm) wide flashing and the ends of the siding are factory finished. The Louisiana-Pacific Corporation ("LP") LP SmartSide 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. 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 by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability. Any modification of the Warranty's application, finishing or maintenance requirements is void unless approved in writing by LP prior to application. For a copy of the warranty or for installation and technical support, visit the LP SmartSide product support Web site at: www.lpsmartside.com or for additional support call 800-648-6893. WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. WARNING: Drilling, sawing, sanding or machining wood products can expose you to wood dust, a substance known to the State of California to cause cancer. Avoid inhaling wood dust or use a dust mask or other safeguards for personal protection. For more information go to www.PGSWarnings.ca.gov/wood. Lp SmartSide® TRIM & SIDING 02020 I-Alslana-Pacific Corporation. All rights reserved. LP and SmartSide are registered trademarks of Louisiana-Pacific Corporation. Printed in U.S.A. NOTE: Louisiana-Pacific Corporation periodically updates and revises Its product Information. To verify that this version Is current, call B00-648-6893. 6, Figure 1Q 1 y A anti.?,19A9 MOM e 'F . •'.I.. � 2. 1 bottom, Coumedetail Figure 10E alternate inside corner details, Gap 3/16" and seal Gap 3/16"land seal - - ---- 5hilplap Edge pana9 I panel Joint Figure 10D Vapor Retarder if lai la[Ted L®eEe l ajulk Figure 10B Water -Resistive Barrier Sin. minimum ground clearance Figure 10C LPZBOS12 04/09/2020 LPISmartSide� TRIM & SIDING At the time of manufacture, siding meets'or exceeds the performance standards set forth in ICC-ES AC321 and has achieved code recognition under ESR-1301, CCMC 11826-L, APA recognition under PR-N124, and HUD recognition under HUD -MR# 1318c. For copies of Product Approvals go online at https://Ipcorp.com/resources/product-literature/ or call LP Customer Support at 800-648-6893. Strand Substrate panel siding with SilverTech or SmartFinish is specifically for sheds and other outdoor structures where the interior wall cavities will remain permanently exposed. • Minimum 6 inch clearance must be maintained between siding and finish grade (ground cover). • Siding applied adjacent to porches, patios, walks, etc. must have a clearance of at least 1 inch above any surface. • Minimum 1 inch clearance at intersection with roof -line • Apply siding in a manner that prevents moisture intrusion and water buildup. • All wood substrate that is exposed to the weather must be sealed in a manner that prevents moisture intrusion and water build up. - Seal ALL exposed cuts of siding and trim. Field spray applied coatings on cuts are not recommended. - Sealing can be accomplished by applying a coating or sealant according to the manufacturer's requirements. • All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water buildup. • LP does not recommend LP SmartSide Panel for use in ICF assemblies. If used, LP will not warrant for Buckling and Shrinkage. However, balance of warranty does remain intact. • Use nails to fasten LP SmartSide panel siding to structural framing. The use of alternate fasteners such as staples is permissible only when allowed by I -Codes and where the size, embedment, placement, and number of alternate fasteners is designed by a licensed design professional and approved by local building official. The use of alternate fasteners, however, is not recommended and LP will not warrant any damage or performance failures to the extent caused by using any alternate fasteners. • SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, CONCRETE, BRICK, STONE, STUCCO OR MORTAR. STORAGE • Store off the ground well supported, on a flat surface, under a roof or separate waterproof covering • Keep siding clean and dry. Inspect prior to application. STRAND SUBSTRATE 38,76 AND 190 SERIES PRIMED PANEL SIDING INCLUDING SILVERTECH Sr SMARTFINISH SPACINGSTUD • Strand Substrate 38 and 76 Series panel siding must be installed with the long dimension vertialiy on studs spaced max.16 inch o.c. When installing on 24 inch o.c. framing, 190 Series panel siding is required. MOISTURE • Moisture control and water vapor control are critical elements of proper housing design. Check your local building codes for application procedures for handling moisture and water vapor in your area. • When using wet blown cellulose insulation, the insulation 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 the insulation manufacturer. • 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. • Siding must not be applied to green or crooked structural framing members. Do not apply siding over rain -soaked or buckled sheathing materials. • Gutters are recommended for control of roof water run off. SECONDARY WATER -RESISTIVE BARRIER (WRB) • LP strongly recommends the use of a secondary water -resistive barrier behind all LP SmartSide siding. A properly installed WRB provides a second line of defense to incidental moisture behind the siding. • The LP SmartSide limited warranty does not expressly or implicitly cover water penetration. LP does not assume responsibility for any water penetration. • Sheds and other accessory structures that are not heated or coaled do not require a secondary WRB if exempt by applicable building codes. i GAPS &SEALANTS • Seal all gaps with a high -quality, non -hardening, paintable sealant. Follow the sealant manufacturer's instructions for application. • Use an exterior -quality, non -hardening, paintable sealant. Use Class 2S or higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric joint Sealants. Follow the sealant manufacturer's instructions for application. APPLICATION INSTRUCTIONS (CONT.) KICK-OLIT FLASHING • Install kick --out flashing to direct the water into the gutter. • Install step flashing with minimum 4 inch (102 mm) upper leg. • Properly integrate flashing with the secondary water-resistant barrier, Use housewrap, flashing tape, Z-flashing, or other items as needed to maintain the counterflashing principle. • 00 NOT extend the siding or trim into the kick -out flashing or gutter. • Maintain a clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding. • Seal ALL exposed cut edges. 11 LP Siding Min.1" clearance between siding and roofing • For best results use a high -quality 100% acrylic latex exterior paint, specially formulated for use on wood and engineered wood substrates is highly recommended; oil paint is acceptable. DO NOT USE: • Stain. • Vinyl -based paint (vinyl acetate or PVA). SMOOTH FINISH Lap Siding: • For best results use satin finish. CEDAR TEXTURE Lap Siding: • For best results use satin or semi -gloss finish. PREFINISHED Lap Siding: • Handle prefinished LP SmartSide lap siding with extreme care during storage and application. • Touch up any damage to finish that may occur during application per the Prefinishers specifications. • LP SmartSide 38 Series lap siding may be attached directly to framing members spaced a maximum of 16 inches (406 mm) o.c. • LP SmartSide 76 Series lap siding may be attached directly to framing members spaced a maximum of 24 inches (610 mm) o.c. • Check your local building codes before starting to install siding to confirm if wood structural panel wall sheathing is required. • Butt joints should be staggered over successive courses. — • Siding shall be installed with top (blind) nailing, with the nails Clean rain placed 3/8 inch (10 mm) from either end and a minimum of - -- = gutter 3/4 inch (19 mm) from the top edge of the board. Fasteners will be exposed on siding located immediately below window sills, fascia boards, and horizontal trim. Fasteners below window sill shall be spaced a maximum of 8 inch (203 mm) o.c. Do not run siding or trim inside • Overlap successive courses of siding a minimum of inch (25 mm). of the kick out flashing • Use a minimum (0.113 inch shank diameter), hot -dip galvanized nail. • Trim should be thick enough so the lap siding does not extend beyond the face of the trim. • Trim and fascia must be applied in a manner that will not allow Self-ali moisture intrusion or water buildup. rabbet • LP° SmartSide° siding is not designed and/or manufactured j to be used as trim. - LP SmartSide trim and fascia are available in a variety of 7 overlap dimensions. FINISHING INSTRILICTIONS�; • Seal all exposed surfaces, Including all drip edges or where water will hang. • Apply finish coat as soon as possible or within 180 days of application. • Follow the coating manufacturer's application and maintence instructions. SmartLock Lap Blind Fastening 3/4" nail spacing Install SmartLock Lap consistent with specifications in this document APPLICATION INSTRUCTIONS (CONT.) CONDITION CORRECTION Snug ® OK Flush ® OK Visible fiber ® Paint Countersunk 1/16"-1/8"_ ® Apply sealant Countersunk more ® Apply sealant and — than 1/8" re -nail • All exposed face nails must be caulked and sealed in a manner that prevents moisture intrusion and water buildup. • Penetrate structural framing or wood structural panels and structural framing a minimum of 1-1/2 inches (38 mm). • Nail from the center of the siding toward the ends, or from one end to the other end. NEVER nail from the ends of the siding toward the middle. • Shim siding at studs as needed, to avoid drawing siding against uneven walls. Do not overdrive nails. Nail head should seat firmly to face of siding but not be overdriven to distort the siding surface. • For information on fastening LP SmartSide products in high wind speed areas, referto ICC-ES Report ESR-1301 or APA PR-N124. Alternative Fastening Option for Strand Lap Siding over Wood Structural Panels and 24 inch (610 mm) o.c. Stud Spacing • Limited to 6 inch (152 mm) and 8 inch (203 mm) wide lap siding. • Wood structural panels must be a minimum 7/16 Category with an APA Trademark that contains the consensus Standard DOC PS 2. • 38 Series Strand Substate lap must be fastened with: - Minimum #8 hot dip galvanized tapered head wood screw, spaced a maximum of 12 inches (305 mm) o.c. with 1-1/2 inch (38 mm) screw penetration into stud or... - Minimum (0.092 in. shank diameter) hot -dip galvanized ring shank nail, spaced a maximum of 8 inches (203 mm) o.c. with 1-1/2 inch (38 mm) nail penetration into stud. Alternative Fastening Options over SIP Assemblies • Wood structural panels must be a minimum 7/16 Category with an APA Trademark that contains the consensus standard DOC PS 2. • 38 Series Strand Substrate lap must be fastened with: - Minimum #8 hot dip galvanized tapered head wood screw, spaced a maximum of 12 inches (305 mm) o.c. or... - Minimum (0.092 inch shank diameter) hot -dip galvanized ring shank nail, spaced a maximum of 8 inches (203 mm) o.c. • 76 Series Strand Substrate lap must be fastened with: - Minimum #8 hot dip galvanized tapered head wood screw, spaced a maximum of16 inches (406 mm) o.c. or... - Minimum (0.092 inch shank diameter) hot -dip galvanized ring shank nail, spaced a maximum of 12 inches (305 mm) o.c. Alternative Fastening Option over ICF Assemblies - Minimum 48 hot -dipped galvanized, tapered head, self -drilling screw. - Minimum penetration of 3/8 inch (10 mm) beyond the thickness of the nailing flange. - Larger screws may be required by the ICF Manufacturer based on the following minimum withdrawal requirements. • Minimum withdrawal value of the ICF nailing flange must be 50 lbs. with a maximum 12 inches (305 mm) o.c. screw spacing. • Minimum withdrawal value of the ICF nailing flange must be 31 lbs. with a maximum 6 inches (152 mm) o.c. screw spacing. Alternative Fastening Options over Corrosion Resistant Steel Stud Framing • Minimum withdrawal value of the steel framing must be 50 lbs. Refer to the framing manufacturer's evaluation report. 38 Series Strand Substrate lap must be fastened with: - Stud spacing a maximum spacing of 16 inches (406 mm) o.c. - Minimum #8 hot -dip galvanized, tapered head, self - drilling screw. - Minimum of 5 threads beyond the combined thickness of 'the siding and steel stud framing. - Minimum steel framing thickness of 0.032 inch (8 mm) or 20 gauge. 76 Series Strand Substrate lap must be fastened with: - Stud spacing a maximum spacing of 24 inches (610 mm) O.C. - Minimum #8 hot -dip galvanized, tapered head, self - drilling screw. - Minimum of 5 threads beyond the combined thickness of the siding and steel stud framing. - Minimum steel framing thickness of 0.032 inch (8 mm) or 20 gauge. CAUTION • Do not force siding into place. • DO NOT USE STAPLES. • Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface. • Where siding butts window trim, door casings and masonry, etc. leave a 3/16 inch (5 mm) gap and seal. Insulated Sheathings LP SmartSide lap sidings may be installed over low -compression, rigid foam insulation sheathing or exterior gypsum. The following precautions must be followed: • Adequate bracing of the wall in accordance with the International Building Codes or other ruling building codes is required. • Fonrigid foam insulation sheathing up to 1 inch (25 mm) thick, siding may be nailed directly to the foam sheathing unless a drainage plane is required by the local building code. Nail length must be increased to ensure a minimum 1-1/2 inch (381mm) fastener penetration into the structural framing. • For.rigid foam insulation sheathing greater than 1 inch (25 mm), a minimum 1-1/2 inches (38 mm) thick by 3-1/2 inches (89 mm) wide vertical strap or furring strip must be installed over the • 38 and 76 Series Strand Substrate Lap must be fastened with: HORIZONTAL BELTLINE JOINTS Ir multi -story buildings, make provisions at horizontal joints r "setting" shrinkage of framing, especially when applying BAND BOARD over PANEL FILLER Extend siding below I sill plate` i.1/B" or / shing between ing and masonry Figure 7A Panel siding 3/8"gap Sloped flashing with 4" vertical leg 2"x Band board Filler Board — Panel siding Figure 6 OR Sill plate Flashing Masonr foundatii GAP, FLASH DOORS Iz WINDOWS Interior Finish Install window/door per ' manufacturer's instructions Figure 8 Figure 713 Siding WRB 3/8"gap Sloped flashing 4" vertical leg Trim Nail fin (do not damage) 4 FT. X 8 FT. UNGROOVED SHIPLAP PANEL • ( u• width RoureE; „ SPACE JOINT 1/8" Refer to nailing instruct_____ 1/8" gap 1/8" gap LP panel sidings are accepted by the State of California as category 8140- Exterior wall siding and sheathing for Wildland Urban Interface (WUI) applications. For WUI compliance, install LP panel sidings in accordance with Louisiana-Pacific's printed application instructions with the addition of fire retardant seal (UL Listed fire caulk, nominal 1/4 inch bead) in the vertical joint and nailing pattern of 3 inch o.c. perimeter nailing / 8 inch o,c. field nailing. Look for the California State Fire Marshal Office label on our siding. The Louisiana-Pacific Corporation ("LP") LP SmartSideSiding (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 atthe 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 by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability. Any modification of the Warranty's application, finishing or maintenance requirements is void and unenforceable unless approved in writing priorto application by the Siding General Manager or his designee and a member of the LP Legal Department. For a copy of the warranty or for installation and technical support, visit the LP SmartSide product support Web site at: www.lpsmartside.com or for additional support call 800-648-6893. WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. Cal. Prop 65 Warning: Use of this product may result in exposure to wood dust, known to the State of California to cause cancer. SM,artSideo L,P TRIM & SIDING 02020 Louisiana-Pacific Corporation. All rights reserved. LP, SmartSide, SilverTech and SmartFinish are registered trademarks of Louisiana-Pacific Corporation. Printed In U.S.A. NOTE: Louisiana-Pacific Corporation periodically updates and revises its product information. To verify that this version Is current, call 800-648-6893. APPLICATION INSTRUCTIONS (CONT.) Over Openings Ensure complete paint coverage of the drip edge _Flash, shim, gap 3/8" Figure 3A Water - Resistant Barrier Figure 3 Vapor Retarder if required ^ �I by code , 17 Illll' Alternate Butt joint Treatments joint Moulding Gap 3/16", plus thickness of joint moulding web Figure 3B gap 3/16" and seal V oe 09 100*4 MI-11— Inside Corner Caulked Butt Gap 3/16" and seal If/AW1, WOA air n 1 Figure 3C Figure 3D gap 3/16" and seal Outside Corner LPZB0515 04/20/2020 � � r -3. � 4,t, fir t yw? t f� } "`' � � vs T ,tsj� .��y yi-e':3• ��/ ! 1 s - � �, est � --.sP,LPRi�A-glt?A :�ilf 'S+� t �^ ti`� ✓ r ,.�L�... +111�r1�I'F�rVT��{��r{ 7��Vd.�y����y�►zr����yf�Prq: v�.a.�.. � ..a � � u, �"��S � '.., BCIS Home Log In 1; User Registration Hot Topics Submit Surcharge 1 StaLs & Facts Publications Contact Us BCIS Site Map Links Search iCloridaProduct Approval USER: Public User ; :. P Product Approval Menu > Product or Ap .11cation Search > LP lication LIS > Application Detail �ifF1SEPTtt. w . Application Type Revision sit . Code Version 020 Application Status Approved comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10674'R16 COI 2020 01 COI NIEMINEN.pdf Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2019 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/11/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summary of Products FL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, laminated, starter and hip & ridge shingles Shingles and Starters Limits of Use Approved for use in HVHZ: No :Installation Instructions i FL10674 R16 II 2020 12 11 FINAL ER OC ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL10674-R16.pdf Verified By: Robert J. M. Nieminen PE - 59166 Impact Resistant: N/A Design Pressure, N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. ;Evaluation Reports FL10674 R16 AE 2020 12 11 FINAL ER OC ASPHALT SHINGLES FL10674-R16.pdf 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, Cop)�dght 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®® i Credit securlt�sl�rz;[es- NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT M I IATION REPOF Owens Corning Evaluation Report 037940.02.12-R11 One Owens Corning Parkway FL10674-1116 Toledo, OH 43659 Date of Issuance: 02/06/2012 (740) 404-7829 Revision 11: 12/11/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the Ph Edition (2020) Florida Building Code sections noted herein. I: DESCRIPTION: Owens Corn ng'Asphalt' Roof -Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEW ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: ,�.��,,, �;� •., tea^"'��y � +R \o-57tT-• �y The facsimile seal appearing was authorized by Robert fi .F-'o ::c �' . RobertJ.M. Nieminen, P.E.-�,F... �:...r=,, • Nieminen, P.E. on 12/11/2020. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 ''d�%.3� < <`'� electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEW ETC, LLC ONEMOlet.c. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5, R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2019 Enti ' Owens Corning PRI (TST5878) UL LLC (CER9626) UL LLC (CER9626) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) PRI (QUA9110) PRI (QUA9110) CAd1111110L1Y11 Declaration ASTM D1970 Physicals & Wind Resistance Physicals & Wind Resistance Physical Properties Wind Resistance Physicals & Wind Resistance Wind Resistance Physical Properties Physical Properties Quality Control Quality Control Equivalency Declaration OCF-382-02-01 File R2453, Vol. 3 20120516-112453 06CA20263 11CA34308 4786093137 4786126532 Classification letter Classification letter Service Confirmation Florida BCIS Date 08/06/2019 10/24/2017 02/15/2007 05/16/2012 04/18/2006 02/18/2012 02/01/2014 02/10/2014 02/13/2014 10/02/2015 04/05/2020 Current 4. ■••DDESCRIPTION: ,TABLE 1 ASPHALT SHINGLE CQMPONENTS Product Plant(s) Material Standard Description p FAccessory Starter Strip Shingle H-TX, OR ' ASTM D3462 starter strips for asphalt roof shingles Starter Strip Plus MN, OR SRS TopShield Starter MN, OR Strips Starter Shingle Roll NH ASTM D1970 mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter Supreme GA, CA, CO, I -TX, NJ, OH, TN, OR, IL ASTM D3462 fiberglass reinforced 3-tab asphalt roof shingles Berkshire' MN ASTM D3462 fiberglass reinforced, 4-tab asphalt roof shingles Asphalt Shingles Premium CA, OR ASTM D3462 fiberglass reinforced, laminated asphalt roof shingles -Duration* Duration" Premium COOL CA TruDefinition° Duration' IN, CA, CO, I -TX, FL, NJ, OH, MN, OR, GA, IL, TN ° ° TruDefinition Duration Designer Color Collection Oakridge° GA, IN, CA, CO, H-TX, I -TX, FL, NJ OH, TN TruDefinition°Oakridge° H-TX, I -TX WeatherGuard° HP TN NEMO ETC, LLC Evaluation Report 037940.02.12-1111 certificate of Authorization #32455 1TH EDITION (2020) FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 2 of 10 ONEMOIetc. -TA13LE,1_ASOHALT SHINGLE CQMPONENTS Product Plants) Material I Standard Description Fand Berkshire' Hip and Ridge MN Shingles with Sealant . DuraRidge® Hip and Ridge MN fiberglass reinforced, hip and ridge Ridge Shingles with Sealant ASTM D3462 asphalt roof shingles ProEdge® GA, CA, OH, OR Shingles WeatherGuard' HP Hip and TN Ridge Shingles 5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications i �.,,- ` • TABLEr2A: WIND CLASSIFICATION' ASPHALTSHINGLES Product 11 FBC Table 1507.2.7.1 or R905.2.6.1 Supreme® Berkshire' Duration® Premium Duration® Premium COOL TruDefinition° Duration' TruDefinition® Duration® Designer Color Collection Oakridge° TruDefinition® Oakridge WeatherGuard® HP ASTM D3161(F) & ASTM D7158(H) 5.5.1 Classification by ASTM D7158: ASTM D7158, Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. MEMO ETC, LLC i Evaluation Report 037940.02.12-1111 certificate of Authorization #32455 P EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 3 of 20 OMEMO I etc. WIND "CLASSIFICATIONS ;STARfEll STRIPS AND, HIP & RIDGE' - Type Product FBC Table 1507.2.7.1 or R905.2.6.1 Starter'Strips. Starter Strip Shingle ASTM D3161, Class F Starter Strip Plus SRS TopShield Starter Hip & Ridge Shingles Berkshire' Hip and Ridge Shingles with Sealant ASTM D3161, Class F DuraRidge® Hip and Ridge Shingles with Sealant ProEdge® WeatherGuard° HP Hip and Ridge Shingles 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R9U5.Z and the sningle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 16.2 ACCESSORY STARTERS:. II I _ I 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (5) nails per strip. Felt tmdedayment Deck WeatherLoci' underlayment Drip Drip edge Nail located VLr from eave lnstall first Selisealing adhesive Starter strip positioned along eave ogle with ti removed Starter Strip shingle overhangs eaves and rakes W'-Yf Figure 1: Minimum Nailing, Starter Strip NEW ETC, LLC Evaluation Report 037940.02.12-R11 certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 4 of 10 NNEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Underlayment Drip edge Drip edge Starter Shingle Roll adhered directly to underlayment and primed drip edge `- Self-sealing adhesive positioned along eaves Figure 3: Starter Shingle Roll 6.3 ASPHALT SHINGLES: 1 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshire® shingles require minimum five (5) nails per shingle. ➢ WeatherGuardm HP shingles require minimum six (6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Supreme: Normal Mansard or Area pare Wind Areas High Wind desvenes y Area pars vientos normales Areas vientos fuertes 5"Ezposure Exposition Figure 4: Minimum Nailing, Supreme (Standard Size) Normal Mansard or Area porn Wind Areas High Wind deavones y Area para vientos normales Areas vientos fuerres .. .. ;5 511i" Exposure Exposieldn Figure 5: Minimum Nailing, Supreme (Metric Size) NEMO ETC, LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVH2 EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 5 of 10 6.3.1.2 Berkshire®: sealard strip Latha do so0edur SVz" 9V4' . I 9=4F1. 7" Figure 6: 5-Nail Pattern, Berkshire I NNEMO-Jetc. Sealant strip La tha de sellador • e--► �---- • • �-. �---• t Figure 7: 6-Nail Pattern, Berkshire Sealant strip La tlra do sellse i t S.Yt' a+{t' s Y� s'vt' 00 to ti 2 Asphalt roofing cement Cemento de techo de astaha Figure 8: Mansard or Steep Slope; Pattern, Berkshire NEW ETC, LLC Evaluation Report 037940.02.12-1111 certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 6 of 10 ONEMOjetc. 6.3.1.3 Duration® Premium TruDefinition® Duration, Duration° Premium COOL & TruDefinition® Duration® Designer Color Collection: 4-Nail Fastening Pattern SureNall® fastening area width NMI, lyplcal 1" 12" 12" Figure 9: Standard 4-Nail Pattern, Duration 6-Nail Fastening Pattern sumNail®fastening area width NMI, Typical I _ 12" — `9ca�ams�. -.: �. s.o • nwe�comllOsmeN J. ti Figure 10: 6-Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 SureNalW fastening area width Nail, Typical 1" 12" I 'z" rh * emc=1n1rsu�._.;...�:�:�-. �, 6.118" 5-518" _ r - e�m� - Four 1" Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLC certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles 12" 1 Evaluation Report 037940.02.12-R11 FL10674-R16 Revision 11:12/11/2020 Page 7 of 10 6.3.1.4 TruDefinition° Oakridgel, Oakridge°: 4 Nail Pattern Esquema con 4 Claws _ I 5 518 Exposure 6 5I8" Exposure ° �P Nails Fxposid&de561$putg. Claws "Siande-b&/epufg. Figure 12: Standard 4-Nail Pattern, Oakridge INNEMOletc. 6.Nall Pattem Esquema con S clavos I� 12 --�{ Nt-- ,2• Nails 5 5f ' Exposure 6;518" Exposure ClawsExposieida de 5518pulg. Fxposiefda de 5519puig. Figure 13: 6-Nail Pattern, Oakridge Fastening for Slopes Greater Than 21:12 SureNail® fastening area width Nall, Typical a,- • 0-0_t�v� 6.118" 55f8" r Four 1" Spots of Asphalt Roofing Cement Figure 14: Mansard or Steep -Slope Pattern, Oakridge 6.3.1.5 WeatherGuard® HP: 6 Nall! Pattern faaif 6118° from bottom Esquerm con 6 claws of shingle Clave a 6 118 pulg. de la 5 Sir Exposure 6 Fasteners game inferior de la t4a Exposian de 5 518 pulg. 6 sujetadares • 2 tid4 I t� t2P•—� iwg. i a+4 2- —401// 12 LEI= — Nik a 14142.15 s 6�a• Emosua Cuatro pantos de ur Va ofpots Asphalt echo d as/ ftoede 1 pdpada 0 ptllg Eitpassi6n 5 w19. Figure 15: 6-Nail Pattern, WeatherGuard HP Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP NEMO ETC, LLC Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles '.1 Evaluation Report 037940.02.12-1111 F1.10674-1116 Revision 11: 12/11/2020 Page 8 of 30 ONEMOIetc. 6 4 HIP AND RIDGE SHINGLES: 1 1 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published Instructions. ➢ Berkshire Hip and Ridge Shingles with Sealant and DuraRidge° Hip and Ridge Shingles with Sealant require minimum two (2) nails per shingle. ➢ WeatherGuard® HP Hip and Ridge Shingles and ProEdge® require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. 6.4.1.1 Berkshire® Hip and Ridge with Sealant and DuraRidge® Hip and Ridge Shingles with Sealant: Fig. A Prevailing Wind Direction 4 Direction del viento predominante A Nails Clavos I I I I. A I I I I I I I I I I I I Exposure idon de 8 p�tlg A Figure 17: Isometric View, Berkshire ana uuraKiage 6.4.1.2 WeatherGuard® HP Hip and Ridge Shingles: Fig. A 4 4 Prevailing Wind �— Direction A Nails q q A I I A 44 i I I I j �". I_ Exposure Figure 19: Isometric View, WeatherGuara nr nip ana rciage Fig. B Top View Vista superior n Nail 2�8" Cfavo I Owens Com6g SueNaH° • I I 1 wig IU�I g � al.'s vl� I I — 12" Figure 18: Plan View, Berkshire and DuraRidge Fig. C Hip & Ridge Shingle Fastening TopVlew Nails Nalls T' 2" 2" t., •-rr S.. Exposure 12 'Figure 20: Plan View, WeatherGuard HP Hip ana Kluge MEMO ETC, LLC Evaluation Report 037940.02.12-Rll 7T" EDITION (2020 Certificate of Authorization k32455 ) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 9 of 10 6.4.1.3 ProEdge°: Prevailling Wind Direction Soalarlt Strip 6• Fxpasure Fasten i+h° Cover Exposed Fasteners wRh Roof Cement Figure 21: Isometric View, ProEdge ONEMOjetc. Standard Fastening Pattern 121'7 1 Sealant 'jz° 6° Exposure 1 � Figure 22: Plan View, ProEdge 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 611320-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. PRI Construction Materials Technologies, LLC— QUA9110 ; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT - i Evaluation Report 037940.02.12-R31 MEMO ETC, LLC Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 10 of 10 R. 1 1•�1 �' '"'K � 1 �'�F�! r Ili � �Flyp ' �+T+ � _ a. F.i �.tE fly x^�-�7�1"t�'pYJYYS J triryE1{ ■ INV BCIS Home Log In User Registration Hut Topics Submit Surcharge Stals & Facts Publications Contact Us BCIS Site Map` Links I Search b'Or f Product Approval USER: Public User Product Approval Menu > Product or Application Searrh > Application List > Appllcatlon;Detail FL # FL10626-R22 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen Ireith@nemoetc.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicaIQudstionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/17/2021 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of independence FL10626 R22 COI 2021 01 COI NIEMINEN.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTPI D4533 (tear) 2015 ASTM D4798(weathering) 2011 ASTM D4869 (water transmission) 2016 ASTM D5035 (tensile) 2011 ASTM D6164 2011 ASTM D6757 2016 FM 4474 2011 FRSA/TRI, 6th Edition 2018 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validates Date Pending FBC Approval Date Approved Date Revised Summary of Products i FL # Model, Number or Name 110626.1 GAF Roof Underlayments for l use in FBC non-HVHZ jurisdictions Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ' Impact Resistant: N/A Design Pressure: +N/A/-442.5 Other: 1.) The design pressure noted in this I application relates to one particular underlaymenL system. Refer to ER Section 5.8.3 for details. 2.) Refer to ER Section 5 for other Limits of Use. Method 1 Option D 06/09/2021, 06/11/2021 06/17/2021 08/10/2021 12/16/2021 Description Roofing Underlayments for use in sloped roof systems Installation Instructions FL10626 R22 II 2021 06 09 FINAL ER GAF UNDERLAYMENTS FL10626- R22.pdf Verified By: Robert Niemien 59166 Created by Independent Third Party: Yes Evaluation Reports FL10626 R22 AE_20.2.1 06 09 FINAL ER GAF UNDERLAYMENTS FL10626- R22.pdf Created by Independent Third Party: Yes u o Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 1'he State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Stateme Under Florida law, email addresses are public records. If you do not want your e-mail 'address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(i), 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department ,;in 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: ..' 4'_ 'un, .jam 99 0 Cfedit Card safe R] MEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT GAF Evaluation Report 01506.04.08-1122 1Campus Drive FL10626-R22 Parsippany, NJ 07054 Date of Issuance: 04/25/2008 (800) 766-3411 Revision 22: 06/09/2021 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 711 Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Uriderlayments for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. " r: r`F The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCAANE1983 �,•�,; Nieminen, P.E. on 06/09/2021. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC, LLC *NEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. a•a Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1507.1.1, 1507.2.4, 1507.2.9.2 / Material standard ASTM D1970 2015 R905.1.1, R905.2.8.2 1507.1.1.1(2&3, Exception), 1 ear Strength ASTM D4533 2015 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(2&3, Exception), Tensile strength ASTM D5035 2011 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(5) / R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.1.1 / R905.1.1 Material standard ASTM D6757 2016 1507.3.3, R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018 1507.11.2 Material standard ASTM D6164 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 EntitV Examination I Reference Date ERD (TST 6049) ASTM D1623 & FRSA/TRI (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ASTM D6164 (GA) G40630.01.14-2B O1/07/2014 ERD (TST 6049) ASTM D6164 (GA) G46160.09.14-3A 09/09/2014 ERD (TST 6049) ASTM D1970 (GA) GAF-SC13285.03.17-3 03/O1/2017 ERD (TST 6049) ASTM D1970 (GA) GAF-SC13285.03.17-4 03/01/2017 ERD (TST 6049) ASTM D1970 (GA) GAF-SC13285.03.17-1 03/08/2017 ERD (TST6049) ASTM D1970 (IN) GAF-SC16440.12.17 12/31/2017 Intertek (TST 1556) ASTNI D4869 (Dadra, India) F8549.02-106-18 11/08/2016 NEMO (TST 6049) Physical Properties (ON) 4q-GAF-I9-SSMBB-03.A 05/13/2019 NEMO (TST6049) ASTM D1970 4j-FTS-20-SSUDL-01.A 12/O1/2020 NEMO (TST 6049) ASTM D4798, TAS 103 4j-GAF-20-SSUDL-02.A 03/15/2021 NEMO (TST6049) ASTM D4798 4j-FTS-2I-SSUDL-02.A 06/09/2021 PRI (TST 5878) ASTM D1970 (IN) GAF-324-02-01 11/30/2011 PRI (TST 5878) ASTM D226 (OK) GAF-339-02-01 03/13/2012 PRI (TST 5878) ASTM D11798 (NC) GAF349-02-01 07/03/2012 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 PRI (TST 5878) ASTM D4533 (various) GAF-818-02-01 12/05/2017 PRI (TST 5878) ASTM D1970 (AL) MSA-047-02-01 04/11/2018 PRI (TST 5878) ASTM D4533 (LA) GAF-826-02-01 06/4/2018 PRI (TST 5878) ASTM D4533 (Dadra, India) GAF-847-02-01 06/4/2018 PRI (TST 5878) ASTM D4533 (Dadra, India) GAF-914-02-01. 04/10/2019 PRI (TST 5878) ASTM D4533, DS035 (VA) 376T0012 07/15/2019 PRI (TST 5878) ASTNI D4533 (Urnerkui Kilvani, India) 376T0018 07/31/2019 PRI (TST 5878) ASTIVI D4533 (Parzai, India) 376T0018 07/31/2019 NEIVID ETC, LLC Evaluation Report 01506.04.08-1122 Certificate of Authorization N32455 �`,+ITlil^t . +i20{ r•nC PdOiQ-HVH EVALLiA1"IvPI FL10626-R22 GAF Roof Underlayments Revision 22: 06/09/2021 Page 2 of 9 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 Entity Examination PRI (TST 5878) ASTM D1970 (AR) PRI (TST 5878) ASTM D226 (S-CA) PRI (TST 5878) ASTM D4533 (Gujarat, India) PRI (TST 5878) ASTM D5035 (various) PRI (TST 5878) ASTM D4533, D5035 (Rajasthan, India) PRI (TST 5878) ASTM D4533, D5035 (Gujarat, India) UL (TST 1740) ASTM D6757 (TX) PRI (TST 5878) ASTM D5035 (Gujarat, India) PRI (TST 5878) ASTM D4533, D5035 (Rajasthan, India) UL (TST 1740) ASTM D6757 (NC) NEMO ETC Traceability NEMO -traceability UL, LLC (QUA 9625) Quality Control UL, LLC (QUA 9625) Quality Control UL, LLC (QUA 9625) Quality Control ODEMO I etc Reference Date 376T0032 10/22/2019 376T0054 02/18/2020 376T0058 02/18/2020 376TO103 09/11/2020 376TO111 12/22/2020 376TO113 12/22/2020 02NK22569 06/04/2002 376TO146 03/11/2021 376TO161 05/07/2021 1ONK11990 05/18/2011 FBC Cross -Listing 04/22/2020 FBC Cross -Listing 04/08/2021 Service Confirmation 03/23/2021 Service Confirmation (AL) 05/04/2020 Florida BCIS Current L Product Material Standard Plant(s) GAF Extended Dry -In Membrane ASTM D1970 Langley, BC Canada Liberty- SBS Self -Adhering Base/Ply ASTM D1970 Mt. Vernon, IN Sheet Savannah, GA — — Mt. Vernon, IN StormGuarclll Film -Surfaced Leak Barrier ASTM D1970 Savannah, GA -- Arkadelphia, AR WeatherWatcha Mineral -Surfaced Leak ASTM D1970 Mt. Vernon, IN Barrier Savannah, GA Tuscaloosa, AL Deck -Armor'" Premium Breathable Roof 1507.1.1.1(2&3, Exception) / Dadra, India Deck Protection R905.1.1.1(2&3, Exception) ---'-' — -- Dadra, India Gujarat, India FeltBuster'"' Synthetic Roofing Felt y g 1507.1.1.1(2&3, Exception), (CPP) Rajasthan, India (formerly FeltBuster`" fligh-Traction Synthetic' I 1507.1.1.1(5) / R905.1.1.1(2&3, (MIP) Rajasthan, India Roofing Felt) Exception), R905.1.1.1(5) Richmond, VA Spartanburg, SC --- — — -- — Pryor, OK Shingle -Mate'" Roof Deck Protection ASTM D226, Type II ('Table 1) Shafter, CA 1507,1 1.1(2&3, Exception) / North Bay, ON StormSafe'" Anchor Sheet I_ R905.1.1.1(2&3, Exception) -- Dadra, India Tiger Paw" Premium Roof Deck 1507.1.1.1(2&3, Exception) / Gujarat, India Protection (formerly Tiger Paw'" Roof Deck R905.1.1.1(2&3, Exception) Parzai, India Protection) Umerkui Kilvani, India VersaShieldm Fire -Resistant Roof Deck ASTM D6757 Conover, NC Protection Ruberoid� Mop Granule ASTM D6164 Savannah, GA FRSA/TRI 09-18 _ FRSA/TRI 09-18 Savannah, GA Ruberoid* Mop G,anula FR NEMO ETC, LLC Evaluation Report 01506.04.08-R22 Certificate Of Authorizotion#32455 ^EO!TiQPf t<'nFU) FBC NON-1VH1 -VALUATION FL10626-R22 GAF Roof Underlayments Revision 22: 06/09/2021 Page 3 of 9 NNEMOIetc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance Unless retained specifically for that purpose.; 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components, Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBCSection: 1507.2 1507.3 1507.4 and 1507.5 1507.7 1507.8 and1507.9 Clay and Concrete Tile- Metal Slate or Wood Underlayment Asphalte Shingles Slate-T YP Mechanical Adhesive- panels Shingles Shingles Shakes Attach Set Shingles — Yes Yes GAF Extended Dry -In Membrane I Yes No No Yes Yes Yes (joint strips, 1507.1.1.3 / (joint strips, 1507.1.1.3 / R905.1.1.3) R905.1.1.3) -- — Yes Yes Liberty'" SBS Self -Adhering Yes No No No No No (lointstrips, (Joint strips, Base/Ply Sheet I 1507.1.1.3 / 1507.1.1.3 / R905.1.1.3) R905.1.1.3) Yes Yes StormGuard`9 Film -Surfaced Leal: Yes No No Yes Yes Yes (jointstrips, ()olntstrips, Barrier 1507.1.1.3/ 1507.1.1.31 R905.1.1.3) R905.1.1.3) —" Yes Yes WeatherWatch" Mineral -Surfaced Yes No No No No No (jointstrips, aoint strips, Leak Barrier 1507.1.1.3/ 1507.1.L3/ R905.1.1.3) R905.1.1.3) Deck -Armor'" Premium Breathable Roof Deck Protection Yes No _ No Yes Yes Yes No No FeltBuster" Synthetic Roofing Feli + Yes No No No No No No No Shingle -Mate' Roof Deck Protection Yes No No No No No No No Tiger Paw" Premium Roof Deck Yes No No Yes Yes Yes No No Protection VersaShield" Fire -Resistant Roof Yes No No No No No No No Deck Protection _ Yes a ) I No '!es I in (Cap Sheet in No No No No No Ruberoid Mop Granule ICU Shevi 2-ply system) 2-ply system) See 5.6.1 i I --- No Yes (Cap Sheet in Yes (Cap Sheet in 2-ply system) No No No No No ----_ ..----- Ruberoid Mop Granule FR 2-ply system) See 5.6.1 NEMO ETC, LLC I Evaluation Report 01506.04.08-R22 Certificate of Authorization ,r32455 e: i>> r IO P: i 2n;z(1i r-gC rJ t7 N••J WHIZ F.VJILU A TION FL10626-1122 GAF Roof Underlayments Revision 22: 06/09/2021 Page 4 of 9 ONEMOjetc. 5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations. TABLE 1A: ALLOWABLE UNDERLAYMENT / TILE -ADHESIVE COMBINATIONS' Underlayment Adhesive Florida Product Approval Ruberoid° Mop Granule; Ruberoid° Mop Granule FIR Dupont "Tile Bond'" Roof Tile Adhesive" FL22525 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADf ERED UNDERLAYMENTS Underlayment Application i Primer Substrates GAF Extended Dry -In Membrane self -adhering None plywood Liberty'" SBS Self -Adhering Base/Ply Sheet self -adhering (Optional) ASTM D41 plywood StormGuard' Film -Surfaced Leak Barrier Weather Watch' Mineral -Surfaced Leak Barrier Liberty— SBS Self -Adhering Base/Ply Sheet self -adhering None ASTM D226 felt, Type II StormGuard' Film -Surfaced Leak Barrier Weather Watch' Mineral -Surfaced Leal< Barrier Liberty'" SBS Self -Adhering Base/Ply Sheet self -adhering ASTM D41 metal (flashing metal, valley metal, etc.) StormGuardd'_Fllm_Surfaced Leak Barrier Weather Watch' Ivlineral-Surfaced Leak Barrier Ruberoiditl Mop Granule hot asphalt ASTM D41 structural concrete --' --- Ruberoid' Mop Granule PR _ Ruberoid' Mop Granule ----- - ----- Ruberoid' Mop Granule FIR hot asphalt None _ GAFGLASO #80 Ultima" Base Sheet or Ruberoid® 20 Smooth 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but •- for mechanically attached base sheets - not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1 (for Two -Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct -to -Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. t Refer to Tile Manufacturer's or Adhesive Monufocturer s Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 01506.04.08-1122 Certificate of Authorization#32455 gC�lTd'tPt;20?ail vkx. NOA!-i;ilN<' G'JALttt�.t"rON FL10626-R22 GAF Roof Underlayments Revision 22: 06/09/2021 Page 5 of 9 ONEMO I etc. #1 Maximum Design Pressure = -442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Sheet: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS 480 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply'6 applied in full )mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Cap Sheet: Ruberoid° Mop Granule or Ruberoid° Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 5.8.3.2 Mechanically -Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, I'M Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #2 Maximum Design Pressure Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS"" #80 Ultima'"' Base Sheet or RuberoidO 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the min. 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: RuberoidO Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. #3 Maximum Design Pressure = -75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS"I #80 Ultima'" Base Sheet or Ruberoid' 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the min. 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: RuberoidQO Mop Granule or Ruberoid° Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. #4 Maximum Design Pressure = -97.5 sf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Au-isdiction. Base Sheet: GAFGLAS" #80 Ultima"" Base Sheet or Ruberoid' 20 Smooth mechanically attached with 11 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the ruin. 2-inch wide side laps and 4-inch o.c. at four (4), equally spaced center rows in the field of the sheet. Cap Sheet: Ruberoid° Mop Granule or RUberoid' Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. NEMO ETC, LLC Evaluation Report 01506.04.08-R22 F.G;'f ION "'WV); MI.. NON•;-`.i:°-?� tJEj'Li AVON FL10626-1122 Certificate ofAuthorizatlon #32455 GAF Roof Underlayments Revision 22: 06/09/2021 Page 6 of 9 ONEMOletc. 5.9 Exposure Limitations: ' TABLE 3: EXPOSURE LIMITATIONS Prepared Roof Cover Maximum Underlayment Installation Type Exposure (days) Deck -Armor'" Premium Breathable Roof Deck Protection, FeltBuster'" Synthetic Roofing Felt, Shingle -Mate Roof Deck Protection, StormSafe'" Anchor Sheet, Tiger Paw'" Premium Roof Deck Protection, VersaShield' Fire -Resistant Roof Deck Mechanically attached 30 Protection, Liberty'" SBS Self -Adhering Base/Ply Sheet, StormGuardo Film -Surfaced Leak Barrier and WeatherWatch'° Mineral -Surfaced Leak Barrier Mechanically attached 180 GAF Extended Dry -In Membrane Adhesive -set tile roof system 180 Ruberoid° Mop Granule and RuberoidO Mop Granule FR Mechanically attached UNLIMITED 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile roof assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment �j Tile Profile Staging Method Maximum Staging Slope Ruberoid° Mop Granule flat Max. 10-tile stack 4:12 __ ^Flat Max. 6-tile stack (4 over 2) 5:12 Lugged Max. 10-tile stack 5:12 Ruberoid° Mop Granule FR _ Flat or Lugged Max. Q the stack (4 over 2) 5:12 Lugged Max. 10-tile stack 4:12 6.1 GAF Roof Underlayments shall be installed in accordance withiGAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding) nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application and prime the substrate (if applicable). 6.3 Deck-ArmorT"' Premium Breathable Roof Deck Protection or Tiger PavvT"" Premium Roof Deck Protection: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception) or 1507.1.1.1(3, Exception) or FBC Residential R905.1.1.1(2, Exception) or R905.1.1.1(3, Exception) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.4 FeltBusterTM Synthetic Roofing Felt: 6.4.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception), 1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. NEMO ETC, LLC Certificate of Authorization #32455 I ' ' f.UI!'tq!•" ;2J"Lp) r'LSC NoN-HV11Z I VAkA rh7N GAF Roof Underlayments i Evaluation Report 01506.04.08-1122 FL10626-R22 Revision 22: 06/09/2021 Page 7 of 9 w NNEMOIetc. 1 '6.5 1 StormSafell Anchor Sheet: I 6.5.1 StormSafe"" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.5.2 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception) or 1507.1.1.1(3, Exception) or FBC Residential R905.1.1.1(2, Exception) or R905.1.1.1(3, Exception) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.5.3 One the same day, install Liberty" SBS Self -Adhering Base/Ply; StormGuard° Film -Surfaced Leak Barrier or WeatherWatch" IVlineral-Surfaced Leak Barrier over the StormSafe'" Anchor Sheet. 16.6 Shingle -Mate° Roof Deck Protection: I 6.6.1 Shall be installed in compliance with requirements for an approved mechanically attached underlayment (ASTM D226, Type II) in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.7 VersaShield® Fire -Resistant Roof Deck Protection: 6.7.1 Shall be installed in compliance with requirements for an approved' mechanically attached underlayment (ASTM D6757) in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.8 GAF Extended Dry -In Membrane, Liberty'" SBS Self -Adhering Base/Ply Sheet, StormGuard® Film -Surfaced Leak,. Barrier or WeatherWatcha Mineral -Surfaced Leak Barrier: 6.8.1 Shall be installed in compliance wltn requirements Tor do dPPrUveU bZ1I-dulull Iis uiiuul luYJ1 1- fi— — ­. �t FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. 6.8.2 Back -nailing is required. Back -nailing shall consist of Approved cap nails spaced 18-inch o.c., encapsulated within min. 4-inch side laps. 6.8.3 When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.8.4 GAF Extended Dry -In Membrane, Liberty'" SBS Self -Adhering Base/Ply Sheet, StormGuard® Film -Surfaced Leak Barrier or WeatherWatchO Mineral -Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.9 Ruberoidl' Mop Granule; Ruberoid° Mop Granule FR: 6.9.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet' in the "Two Ply System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. 6.9.2 Refer to Section 5.8 herein for attachment limitations. 6.9.3 Refer to Table 4 for tile staging limitations. Evaluation Report 01506.04.08-R22 NEMO ETC, LLC '-' Certificate of Authorization a.42455 t'' t`r?:"' "ul Si'"''"T'• 'FL10626-R22 GAF Roof Underlayments Revision 22: 06/09/2021 Page 8 of 9 w ONEMOIetc. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 01506.04.08-1122 Certificate of Authorization #324.55 " .f.::'`Ititd li�i32C� St3'..'t�f)Pe-a .`I1Z EVALlfa HON FL10626-1122 GAF Roof Underlayments Revision 22: 06/09/2021 Page 9 of 9