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OFFICE USE ONLY: DATE FILED: ��' °'/ PERMIT# C REVISION FEE: RECEIPT# ell-9 PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 �• •� .. . •;:•=: - �,,j, APPLICATION FOR BUILDING PERMIT REVISIONS C• PROJECT INFORMATION NOLucie LOCATION/SITE St.permittingnty ADDRESS: 6505 Fort Walton Ave, Fort Pierce FL 34951 DETAILED DESCRIPTION OF PROJECT REVISIONS: Replace Back Door with Impact Door, Replace all Windows with non impact windows, Replace roof to with metal roof. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: Duane Bowman ADDRESS:6505 Fort Walton Ave CITY: Fort Pierce STATE: FL ZIP: 34951 PHONE (DAYTIME: 772-577-9368 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9123109 Revised 06130/17 �' I� 398 E. Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Design Pro / Smooth Pro Fiberglass Glazed (Impact) (HVHZ) for Florida Product Approval FL-- 1 to'7oS .2 Report No. 4438.3 Current Florida Building Code Method: 1 — D (Engineering Method) Category: Exterior Door Assemblies Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Material: Fiberglass Product Dimensions: 3'-0"W x 6'-8" H (Nominal) 3'-0"W x 8'-0" H (Nominal) Prepared for: JELD-WEN, inc 3737 Lakeport Blvd. ``������� �►�ri���i Klamath Falls, OR. 97601 %` O E �. Prepared by: ? :�.N, S•. O * ' . 778 = Hermes F. Norero, P.E. S Florida Professional Engineer#73778 70 'q OF Date: 12/12/2019 O Contents: ''S`S O ENG\��`%` t_ Evaluation Report Pages 1-4t►1:��� Digitally signed by He me a "I �,�4int I�.�Fnes F. Norero, P.E. Reason:I am approving thl:;, du !<-1 Florida No.73778 Date:2019.12.13 14:09:48',05 00 - d L BUILDING DROPS Date: 12/12/2019 A Perfect Solution in Every Drop! Report No: 4438.3 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Door Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: Design Pro/Smooth Pro Fiberglas Glazed(Impact)(HVHZ). 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation-Florida Building Commission. Hermes F Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions provided by manufacturer for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of manufacturer require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions for size and design pressure limitations Hermes F Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 12/12/2019 A Perfect Solution in Every Drop! Report No: 4438.3 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the current Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute(FBC Organization#: CER1773) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3918-03 10/12/13 NCTL-210-3918-02 10/12/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 TAS Report Engineer of Record: Gerard J. Ferrara, P.E. Report# Report Date: SJW2013-194 w/addendum 06/10/14 TAS Report Engineer of Record: Kevin P.Tyra, P.E. Report# Report Date: SJW2013-229 11/26/13 SJW2013-232 11/26/13 SJ W 2013-234 12/09/13 SJ W2013-235 11/26/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 SJW2014-032 04/22/14 SJ W2014-073 06/26/14 SJ W2014-077 06/27/14 SJ W2014-072 06/27/14 SJ W2014-080 07/03/14 All reports signed and sealed by Robert H.Zeiders, P.E. Hermes F Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS Date: 12/12/2019 A Perfect Solution in Every Drop! Report No: 4438.3 Certificate of Authorization:29578 Report# Report Date: SJW2016-006 02/22/16 TAS Report Engineer of Record: Harold E. Rupp, P.E. 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84 Report#:3113726SAT-001 R1 Report Date:03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155 Report#: ESP010982P Report Date:02/26/13 5. Material Certifications Miami-Dade County RER—Product Control Section NOA Current NOA for Solutia PVB Interlayer(Saflex by Eastman Chemical Co.) Current NOA for SGP Interlayer by DuPont(SentryGlas by Kuraray America) Installation: Refer to Installation Instructions(D015704)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to drawing(D015704)for pressure information. Hermes F Norero, P.E. Florida No.73778 Page 4 of 4 PREPARED'• ww BUILDING DROPS,INC. 393E DAmzEAml WD.5 L= .N 37112"MAX. o ARE°L R.33 PR:145N3g9 m WINDOWS & DOORS °A WIDTH 9AM(%OI'NA,33 DESIGN PRO/SMOOTH PRO FULL LITE 37112°MAX. w G IMPACT APPROVED 6 6 O.A.WIDTH 2 a z g.N$ m=fir FOR USE IN THE.HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 0 U9, N z o o 3 \ 6 C D W \ 3 s Z C)a yW m�a GENERAL NOTES: i 6 aD iD s CI O¢ z Z ^' °aD 4 Q C1 uj 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA w'!w s .6 S ?m 6 ACTIVE 0 ;in in !Gi° BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: .+N ♦ w • TAS201-94 g�,� s e ACTNE C LL TAS 2EQ-94 -' 3 z s Z Z~ J a TAS 203-94 3 g s 3 �^—'s x l7 W h m s Z_ W cQW 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY OR 2X FRAMING AS A MAIN WIND FORCE / O Z RESISTING SYSTEM-CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS TO THE }W FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF h- INSTALLATION. tl 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 4 s 6 a 9 3 a / s. 6 7 e. 3 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ♦ ♦ a a ♦ ♦ a ♦ ♦ ♦ ♦ 0 4 %dd ADA AL MP Ind.R.&MLt GI OWMA DOCUMENT. �1 TYP.ELEVATION 1 (� TYP.ELEVATION 2 R•f_DWG Rnoloam rrDm•Raar ra•row30aRr 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE S. GLASS MEETS THE REQUIREMENTS OFASTM E 1300 GLASS CHARTS.SEE SHEET6 FOR GLAZING DETAILS. ' 1MYNDf MIIIIACRW mMDR�lafDaA zre v 9rtc m,anaewe°w3YADAnm,ro aaYun S. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN r•4Mna amimvrmonA4EDx6m,.A,mam Dawn•u Aa33rrcr swu AV YAtD sDE rams GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LTTES. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. `,�TLI{L��LTJT/�/I� REMAINING SINS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCTSHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY �,.• OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 `� �\•E.. ' NOTE: O DOORS SHOWN ABOVE MAY BE LEFT N 7, OR RIGHT HAND OPERATING DOORS. .'7* � b SA OFF TABLE OF CONTENTS Digitally signed t; Vrt ies F Notem SHEET REVISION SHEET DESCRIPTION Reason:I am approving this docutrren 1 a TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.0121:22:08.04'00' 2 A TYPICAL ANCHORLAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14 NOMINAL SIZE DFSIGNPRFSSURE(PSM� MISSILE DWG. Y: CHK. 3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING ourswtryG IMPACT GL JM SS MSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT POS. NEG. P NEG. RATING SCALE: NTS 5 A HORIZONTAL ASSEMBLIES . D015704 6 A GLAZING DETAILS X 3'-0" 6'-8° 65 65 65 65 LMI&SMI DWG.R; 7 A WOOD SUBSTRATES X RADIUS 3'-W 61-W 65 65 65 65 LMI&SMI SHEET: OF10 8 A CONCRETE SUBSTRATES X 31-0 8'-0" 50 S0 50 50 LMI&SMI A 9 A COMPONENTS.&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET I,FOR WATER INFILTRATION APPROVED SILLS. 1 �• INSTALLATION NOTES: PREPAREDQ L ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC, SHIM STACK TO BE 1/4INCH.SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS.SHIM(S)SHALL BE 39ee DANKOU"MS.M2M CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WWyWACK FL m 371/2'MAX. i�:lq)p 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UMITEDTO O.A.WIDTH wc�o.,.,w9541744 mm STUCCO,FOAM,BRICK VENEER,AND SIDING. 3" 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL Q "TYP. w OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR :3 $ MANUFACTURER'S INSTALLATION INSTRUCTIONS. d d 0 g a g ,ti z o.� S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR. Yo iD O W a Q a. JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE ' O SHELL OFBLOCK. O a F 5 _ 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK rs b m 4 CONCRETE/MASONRYCONSTRUCTION. ` w G O p 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THERw FOLLOWING PROPERTIES: p a wo A.WOOD-MINIMUM SPECIFIC GRAVITY OF055. _Z l7LL 7�C El x 0 8.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 30M PSI. C.GROUT-FILLED CMU-UNIT STRENGCONFORMSTDASTMCAOWITHMINIMUMCOMPRESSIVESTRENGTH j H O w S w y� z RI OF 200D PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 20M O? vwi PSI. w C J O D.HOLLOWBLOCKCMU-UNIT STRENGTH CONFORMS TO.ASTMCAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2DOO PSI. CJ 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACNG. REMARKS BY DATE 9. OPTIONALLY,ANCHORSCAN BE ANCAREACHIEVROWSECTIONOFHEADORLIMBASLONGASIWNIMUM dADASULMPLakRadioIt GL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 (FYP.ANCHOR LAYOUT Rafere DWG.NAMOSM 2/19 ANCHORTABLE IAAY 1.41 rFf1[R ICI W l mMROC f0�11 6'8'DOORS B'0'DOORS SIIL IF5l1[mllmmm oumumuumxromure was me umauawis owuus waR'.�umam mmrtu onuort¢rswurnw,u¢swsx�c ANCHOR MIN. MIN.EDGE MAX.O.G MAX.O.G TLIIYI/ ANCHOR TYPE SUBSTRIIIE SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT ����� "/�� JAMBS JAMBS `♦�� ,0. ��j� NOTE: ♦ .. I. ZX WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS PO ONLY. ♦♦♦. .•'� E WOOD SCREW 010 OR FRAMING 1-I. 3/4' 17-1/2- 17-1/4' = ••"4� �Q! IIWTAPCON 3/16' CONOiEfE/CMU 14/4' 2-1/2" 17-1/2' 17-1/4' S A OF rr ELCO ULTpACON 1/4' CONCRETE/CMU 1-3/8"-CONG 1" 17-1/2' 17-1/4' .��Off. p•.r,:' `♦ ITW TAPCON 3/16' CONCAEWCMU 1-1/4' 1' 10, 14-3/8' 82 2.R9 X 21/2'PFH SCREWS 2-I9 X 2 In'PFH nD,P AIL D2 25 26 DATE: 02.05.14 PFFiSCREWS VdFR MULTI-POINTSHOOTSOLT DWG. Y: CHK, PLATE LOCATION G VTJ M I SS MSS DETAIL B2 (RH PLATE SHOWN) SCALE: NTS TYP.HDPPE D2 MULTI-POINT SHOOT SOLT WLT� DWG.a: D015704 PLATE LOCATION HOWE#2098911 SHEET: OF 10 SILL SECTION VIEW HEAD SECTION VIEW rawvw swwr/ouwwrwsMmm R 03lowx0u6 mfttptt YIMTILLtl s"WrAI@ PREPARED BUILDING DROPS,INC. 33a E OANA BFACR alw.31F.M WM8EKKU33001 PH:(VAPRsam FM:(3.)7"f7le 41/2"nP. 41/2"nP. i K'F":^A'I+��wM T 1/2'OFFSET m o$ m rc o W VVff g � 4 p X J m it ~ � Q gigg= J 0a Sri N� 4 z Q Z �o CC Z p W� O a U O O Q s 1�c a z 7 ~ REMARKS BYJ DATE Add ADA.4 MP Inds.Radius LL Q nTYP.ANCHOR LAYOUT Referent`DWG RA010372A uawrwmNo¢TywAmFar MAT NOf R W p ACII W,W Ilgf IDr6 fpl A SIR 65RF tQTA1r016 FA1EF F6TAUATION Tp wnSR HmM THE A[4W 1GQ)IIS ORAl1ID MI1S01.A 0® FMG�tEHOaAFOHRQSSMILIaOAa[311Et9FmL 11/4'MIN.EMBED TYP. T SEETABLE 22X BUCK ANCHOR TABLE ��� •'� E,• o G Z Z O ANCHOR MIN. MIN.EDGE MIN.CENTER 6'B'DOORS B'B'DOORS `• N .7 7.. NiANCHORTYPE SUBSTRATE DHST.TO TOCENTER �. S A -0F w SIZE .EMBEDMENT SU&STRATE DISTANCE Nw.O.C. MAILO.G '-' SPACING AT SPACNGAT 2X WOOD BUCK INSTALL 2X WOOD BUCK 1A111B5 ��I aw •• ��� ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/4" CONCREWCMU 1-1/4" 2-1/2' 4' 2S' 304/4• �� %% Fe ELCO ULTRACON 1/4" CONCRETE/CMU Id/B'-GONG 1' 4' 75" 301/4, [�2X WOOD BUCK INSTALL 2X WOOD BUCK INSTALL. 1-1/4-CMu o ,EC ON ®evew DATE: 02.05.14 NOTES: DWG. Y:GL TJM CHK.SS M Y: SS 1. 2X BUCK IS NOT FOR INSTAUATIONATSiU.. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.#: D015704 SHEET: OF10 3 PREPARED� , BUILDING DROPS,INC. 39t E.DANIAEEACII BLVD.SIF.2S� 11 ,\'�•\ it INFERIOR DIFKIDR EXIEAIOR •�. .INTERIOR -$ J d. 4 -r INFERIOR EXTERIOR O m o 0 5 y� �� W R oQ mduQ,. W : OPERABLE HEAD OPERABLE SILL O_PERABLE SILL o a � 1[F77�.] '--V OUTSWING SHOWN-INSWING SIMILAR INSWING 4 OUTSWING Z Eg ^o h � p > a 0 _ o Z it F REMARKS BY'DATE F]DFAIOR INTERIOR ADA'Ak MPL**RodWslt OL INFERIOR DIIEAIOR INTERIOR FXTERKlR Rderence UWCztlA01fH77A AM ' 10 Z• cq � IGTNOf tDilIIN]WILOtQIDMfrolA sees uncowlma:awm mnNu�mnrouvun RIOY INE 4LRQNlNp GRN{!D H!t!L N IIQN� FMG&F£RDRNWI6TlWVLMpAIR 61fESRmi OPERABLE ADA SILL OPERABLE SILL 7 OPERABLE SILL �TTni.nr,r \,-4J INSWING/OUTSWING 4 INSWING 4 GUMMINGj OPTIONAI.AT{OH-497 `.�� .. •4 �'�i� . ., 7 7 S A OF Rr 11 9 INTERIOR DM B RJFERbR FKifRIOR DERI Z. b DATE: 02.05.14 o DWG,/Y.: CHK..Y: GJM SS MSS g OPERABLE SILL g OPERABLE SILL SCALE: NTS DwG.u: D015704 4 OUTSWING 4 OUISWING SHEET: OF10 4 PREPARED eY•_ HINGESCHEDULE HINGE DETAILATIAMB: PLACE R9 X2-1/2"PFH SCREW NEXTTO WEATHERSTRIP OOORHEIGHT QUANTITY BUILDING'DROPS,INC. 6'-8" 3 asacwRuefna aw..sfcve DMIN6FADAfl3300{ _ sAic Iss,Pama W t8:tnurL"119n8Empamm 3-q8 X 11/2"PFH 1-REINFORCEMENT SHOOTSTRIP "$ 1 19 1 �� \ Z H J o t2 ¢j ui i g a it INTERIOR INTERfoR \\� / / p a W Q LL 1-89X2-1/2"PHIWPS OQ \• •\ FLATHEAD WOOD SCREW �� Q in 3-09X3/4"PHIWPS I : y Z D 20 \ FLATHEAD WOOD SCREWS Z a $-89X21/2"P �� DfTENOA` 4-B9 PHIWPS FLATHEAD WOOD SCREWS I y N FH e W/STRIKE HARDWARE 17 USE 3/4"LENGTH FOR 6'0 DOORS O 0 s 4-MPL STRIKE PLATES USE 1"LENGTH FOR 8'-0"DOORS a 1 LOCK JAMB n HINGE JAMB GU MULTI-POINT LOCK 5 OUiSYUING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOMREINF.PLATE-ACf1YE PANEL ONLY F REMARKS B DATE d ADAsAWtcck Rcdlw 6L Referenm DWC,RAOM 372A 9-ti9X13/4"PFH 3-flBX2"PFH 13-R8X13/8'PFH(6'-8"UNITS) 8-#9 X 21/2"PFH W/HARDWARE IS-48 X 13/8"PFH(8'-p"UNITS) W/STRIKE HARDWARE (6'-8"&8'OUNIFS) W/STRIKE HARDWARE COMESW/HARDWARE _ 1.urxmwusrunrumrmrtoraraA 1-MPLSTRIKE PLATE s�rt.ismco�wsonouuvmnunmaromwf 4-MPL STRIKE PLATES 4-R8X13/8"PFH �°" nenAwn°dOrosaw�i�'rsrreA 1-REINFORCEMENT PLATE o 20 1 HOPPE N2512296 I E.. :'Po Z. *. SR OF FY INTEIROR o INTER c �i��� p'••'' . u u ® ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB r6--'\HOPPE MULTI-POINT LOCK DATF- 02.05.14 5 - OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY. CHK.BY. GL JM SS MSS SCALE: NTS DwG.n: D015704 SHEET: OF10 5 . .. PREPatED>t BUILDING DROPS,INC. 79"L[4WABFACIRV0.mma " K.C1 FL9 •":P54PS94wm W®:wMv.O'tllmr�aan 41 � o 1°Max 1/Y AIRSPACE 1°MAX 1°MAX 1• Z H 5 LL~., 1/2'AIRSPACE 1/2'AIRSPACE 1/2'AIRSPACE o e INTERIOR EXFMM INTERIOR DOERIOR MTENOR DDENOR Y 1/-"ANNEALED GLASS INFERIOR E)1/8'R y Q m h� 1/8"ANNEALED GlA55 1%8°ANNEALED GLASS 1/B'ANNE/LLED GLASS i N I�I� 0090"SOLUTIA PVS INEL " I. TRAYER 0.090 SOLUTA PVB INTEFU AYER 0.090"SOLUTIA PVB INTERLAYER¢ i i 0.090'SGP INTEAIAYER a" 0 c f 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS f i BY DUPONT 2 0 q 1/8"TEMPERED GLASS 0p DOW 1199 SILICONE N m 1/8'TEMPERED GU155 H O \ DOW 995 SILICONE DOW 995 SILICONE p 3 c DOW 995 SRCONE DOW 995 SILICONE q r: 3 22 22 23 4 RED REDI-SEAL DOW 119951LICONE DOW 995 SILICONE REMARXS BY DATE SILICONE (1�6'-8" GLAZING DETAIL �28'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL ® GLAZING DETAIL WdMAsk W Lod,RDOA"a 6 201/2'MAX.O.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.LO.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS Refe-DWfi 11AMUBMA 621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.LO.HEIGHT 78 7/8"MAX.D.I.O.HEIGHT IN 6'8"UNITS AT DPt/-65 PSF ONLY vauINTERIOR IR uwYwrtmm°nuuautmrtctaFa• 8°ANNEALED GLASS m"u""�a eEmxicnm e"i�am FNGMEER�I AmLf RT 94V 7IE(7.1[E 9R iFFQiC SEALART 0.090"SOLUTIA PVB IN1ERlAYER 1/8"TEM�PEREDGWSS T �0 �* N .7 i ,* " DOW995 A OF STRUCTURAL SEALANT GLAZING DETAIL OPTION Fe ° 6 201/2"MAX D.LO.WIDTH 781/2"MAX D.LO.HEIGHT 3-0X6.8-DP 65 3-0 a- M NOTE: FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02.05.14 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHTIRON DWG. Y: ABOVE. cHx Y: AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN wG T SS MSS SCALE: NTS DWG.n: D015704 SHEET: OF 10 6 2X WOOD BUCK PBEPABED ® ' BUILDING DROPS,INC. �ssewxueuweuv,stE� MIN. r—^s o"xu erna,a '. EDGE DIST. w %%% WOOD ANCHOR °Hicl'�618 nma SEETABLESHEET2 boa �� SEETABLEONSHEET2 - FAX � r W •i%% SILICONE N 2X WOOD BUCK %� '� yi z_!t � � O - �i fW � �Od N Lu O 1 [:;� a ng��•,.t. W MAX �LX WOOD BUCK O C n i WOODANCHOR SHIM 1 m SEE TABLE ON SHEET2 MIN.EMBED. SEE iABIE SNEEi2 O H FJo [� HEAD(TYPICAL) JAMB(TYPICAL) OPERABLE SILL o W 7 OU7S1MNG511OWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED h O " a 3 SILICONE c LA SILICONE SILICONE REMARKS BYl DATE 2X WOOD BUCK 2X WOOD BUCK dADAd4.MPlat,waou. GL Beferenm OlNG.fAb1e87711 AM /10/1 2X WOOD BUCK wr NOT xBi6T"[i W l rol¢<®p�p A em.v xrtmronxnewxvarr�wronrooevnie � OPERABLE SILL [� OPERABLE SILL � OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ,,171L'LILy/r!/ AFCO H-W i� SA7 OF SILICONE SILICONE SILICONEAll revlatyr m,�Qlr� ZX WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. : 1h OPERABLE SILL �9 OPERABLE SILL ® OPERABLE ADA SILL G� 1M SS MSS 7 OUTSWING-NO ANCHOR REQUIRED ' OUTSWING-NO ANCHOR REQUIRED Z INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS DWG•N: D015704 ELD SHEET: OF 10 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED MIN. n IX WOOD BUCK BUILDING DROPS,INC— EDGE DIST. i•,..• (OPTIONAL) SILICONE sxae.D.Wnwuw¢w-s = SEETABLESHEET2 _ .� p1U°w�R� rw:CM)U9esra M-1 ••+ �// CONCRETE ANCHOR s�x:L�lrrune n W %% SEE TABLE ON SHEEP 2 vrm.w..a.nxuax�o+�w N W •,.,.,� CONCRETE/ PCONCRETE/MASONRY m ;rMASONRYBYOTHERS % CONCRETE/ J pMASONRYO w BYOTHERS 1X WOOD BUCKIOPnO N/WI4--MAX O Q .5 SHIMNRY BY OTHERS ZoLu SEETABLESHEET2 a•� —u Wo HEAD(TYPICAL) JAMB(TYPICAL) 3 OPERABLE SILLcr 8 SHOWN-INSWINGSIMIWi 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED psVg- OUTSWINGF4 o a SILICONE " SILICONE SILICONE REMARKS DATE d d d pDAs10,MP Ludt,Rodin IL Gl 111 •Q d d •Q d d .Q d d Reference DVMIADIDWIA 110 • CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS wxwmunm�eruumwortnurow� use v wx owutmps cause emsuuruw m wevutt nauoxe wsamnemso[ruuosnmR�ummp rxcw+su rm atuartcr ttuus rwvaa vs[srsarc (-A1 OPERABLE SILL C1 OPERABLE SILL © OPERABLE SILL ����TLTn►a��� 8 OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 8 REQUIRED ANCHOR REQUIR ,��%V 0�(Al AFCO H W `.,� •.• �j� * •IN 77 .* �• g q OF Q:. SILICONE SIUMNE SILICONE •d d. •d d. .d rer� 'O d •Q d .Q d d C. O. A CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS SY OTHERS BY OTHERS DATE: 02.05.14 OPERABLE SILL OPERABLE SILL OPERABLE SILL DWG. Y: f CHK. Y: OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED UTSMNG/INSWING-NO ANCHOR REQUIRED GL JM I SS MSS SCALE: NTS DWG.N. D015704 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OFIO SECTION OF HEAD ORIAMB AS TANG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 BILL OF MATERIALS PREPARED ITEM0 DESCRIPTION MATERIAL FINGER-JOINTED PINE O FRAME HEAD/JAMBS O THRESHOLD VARIES,SEE BOM AT(EFT BUILDING DROPS,INC SOLID PINE 39E E MRN lFACR AL`�D.STEiie 1 FRAME HEAD/JAMBS L uxwEuanmoE LAMINATED VENEER LUMBER %�/.% ."'. FM(a-wVuaraa COMPOSITE % , �"''� wM—W 2 (NOT USED) ' I 4 3 (NOT USED) _ 563" t^456"---� � < uJ al x 5 THRESH O� _ O THRESHOLD O THRESHOLD o W Q g 5 6 THRESHOLD O u- F 7 AFCO H397 THRESHOLD - p 1Q~�. J ,p;I_0, ^�a 8 THRESHOLD I I Q m 9 THRESHOLD - --5.62"--1 45T N 4 Z 0 10 THRESHOLD - Z H a 11 WEATHERSTRIP URETHANE P y ��+& O AFCO H-497THRESHOLD O THRESHOLD o W 3 12 NON-COMPRESSION SHIM(0.25"MAX,THK) COMPOSITE 9Z o 13 (NOT USED) _ 60. ;;jl rAmF----' 2 14 (NOTUSEDJ - F U ~' 15 H30 WOOD INSTALLATION SCREW W/11/2'MIN.EMBEDMENT STEEL t I a! 450°�I 16 LONCJCMU ANCHOR(SEE ANCHOR TABLE SHEETS 28:3) STEEL Fes—4'62" REMARKS BYJ DATE ADAs$MPlocb6 mLt GL 13A1 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL gafemnce DWG.MFM08T7A AM 1 18 LOCK SERIES4DO STEEL O THRESHOLD 10 THRESHOLD 19 DEADBOLTSERIES 780 STEEL uv ROCI(WELL MULTI�OINTTONGUE LATCH W 732287686$UNIT RmIDmAauumxarorawE� 20 ROCKWELL MULTI•POINTTONGUE LATCH 9732287908-0 UNIT Ste' ti mart prs�rcru�im�EA EEGMRR OA IJIp41EQ 5/W l FIDME 511E FR�C 21 HOPPE MULI-POINT HARDWARE HLWM STEEL I I �j 6.IM1' 1TFIIU 22 ODL UTE KIT(LMQ 6063-76 ALUMINUM F--d56•--{ o `♦``t�T,l 1/fEr,,, 23 FLUSH GLAZING LEG FIBERGLASS \♦` ,.•• ..• O ,�I� 24 ODLUPLITE KIT(RADIUS UTES) PC ABS 25 HEAD SHOOT BOLT PLATE(LH) 26 HEAD SHOOT BOLT PLATE(RH) r F•.�•� • N 7 7 25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH N8764091 STEEL =.* 26 HOPPE MUU-POINTHEADSHOOTBOLT PLATE RH11 M923 STEEL -TS $ OF 27 GU SECURY"OLT MULTI POINT STEEL i T rer� DATE: .02.05.14 GL/(.!M SS MSS SCALE: NTS DwG.a: D015704 SHEET: OF10 9 7 PREPARED°w• 1(k BUILDING DROPS,INC. mcn A"N avc.mm vm,w,m mn ,R:,Mlavaoe FAXJSMT .fm vrzaw..awmu�.mo O ROCKWELL MULT-POINT LOCK O HOPPE MULT-POINT LOCK O GU SECURY S-BOLT MULTI POINT 20 21 W/SILL SHOOT BOLT PLATE#2098911 27 :j w gr�N� O Z) uj gmr O ap g� p I tia p lit � a I C J m B Q 0 a—Z z za p a Lij W Z o z � 7o O o ®® a I�Iz °°®° M® J o ® O W ° 0 HANDLE u C o o _ O 8P 9 !^r HEIGHT ° c REMARKS BY DATE O o�p s ® dADA sV(MP lode,Radlrzalt GL 3/1 O O nry T C pryp� �7 O Rde clt0WG.BAM0BM /10 ;N hO HANDLE 0 O HANDLE HEIGHT O �� {...}' � � �urrmunmarwum:mncrara� U menmmpmoreeuaF�muunaaro e�wirz O 1 rrtwAtxt¢wonwwrso[rNuniraui�ummn p G � UKiI11R11011NmafRriwuMFSMe9RSMaRC a m m �� 'VIE• � � •N :7 j O ° eq 8 �* B r 0.63" p OLl I TIF `p ° oC] .79` ---4 1.65'1— DATE: 02.05.14 DWG Y: CHK. Y: G J M SS MSS SCALE: NTS DWG.a: D015704 SHEET: OF10 10 � FL PRODUCT APPROVAL INTEGRITY METALS 29444.04-R Architectural Fabrication IVI51/C 26 gauge (min) 24" wide exposed fastener 5V panel over 1 15/32" plywood ' Product Description: Exposed fastener 5V style panel with 24"coverage,and nominal rib height of 7/16" Product Material:26ga (min)steel. Corrosion resistance per FBC 1507.4.3 where required. Fastener:#10 x 1-1/2 fastenerwith sealing washer. Larger diameter and longer length fasteners are acceptable.Stainless fasteners are acceptable. Compliant with FBC 1506.6 where required. Substrate/Oeck: 15/32"(min) plywood or1/ (min)thick wood plank (min S.G. of 0.42). Max.Allowable Loads& Installation Requirements: Method A:116 psf I Install fasteners (1) per rib at 12"o.c. max Factor of Safety of 2.0 applied to calculate allowable loads. METHOD A: 12" O.C. ------------ r------12"(N OM)------------r-------12" (N O M)—------ ---� <cAV DlgHallq signed by David E Eng �L�1 Contact Info: No.81377 �^Aavid.eng0timbedakeeove.com Date:2021.06.081638:30-04'00' Evaluated By: David Eng, PE I Timberlake Cove, LLC This item has been-digitally—signed and r 7C sealed by D.E_Eng, PE; on the date �0 STATE OF !(44/- 1317 Edgewater Or Ste 2339 1 Orlando FL indicated. Printed copies of this document ��T�'•. ,c�OR`pP •" �_\ are not considered signed and sealed and i lS G\� PE Lie. No: 81377 1 CA Lie. No: 33344 the electronicsignature cop esst be verified on any �ONAI.,E tlil www.TimberLakeCove.com µ^ 1/7 K I � i� •r -INTEGs FL , ' Architectural Fabrication Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HUHZ) as required by FL Rule 61 G20-3,method 1 D;subject to the exclusions/limitations noted below. Underlayment:Comply with local building code or FBC 1507.1.1 where required. Slope:Comply with local building code or FBC 1507.4.2 where required. Re-Roofing:This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511,provided the existing roof meets the conditions required by the applicable code. Panel Accessories:The manufacturer does not require the use of closures,sealants,butyl,or other similar accessories between bottom edge of panel and drip edge,or in other locations.The use of closures and sealants may be advisable in some cases,however that decision is the discretion of the project owner and the installer. Technical Documentation: This product has been tested to the following standards by Intertek Testing (TST 1527). • UL580/UL1897:report 17226.03-450-44 (used with permission) Design Process: Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation requirements. Alternatively,as an option,the load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters,design wind loads shall be determined as required by FBC 1609,ASCE 7,or other design code in force,using allowable stress.These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building and is not subject to across-wind loading,vortex shedding,or instability;nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng,PE and Timberlake Cove,LLC do not have,nor will they acquire a financial interest in any company manufacturing or distributing products under this evaluation.The same entities do not have,nor will they acquire,a financial interest in any other entity involved in the approval or testing process of the product. Exclusions and Limitations: Design of deck and roof structure(to include deck attachment)shall be completed by others.Fire classification and shear diaphragm design are outside the scope of this evaluation.Accelerated weathering/salt spray is outside the scope of this evaluation.Static water leakage is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2,as required by Rule 61 G20-3.Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions,interpretations,or designs made by others based on this evaluation report.This report is limited solely to documenting compliance with Rule 61 G20-3,and makes no express or •,� implied warranty regarding performance of this product. �•O�Np Avialion RK Vero I'r:Y FL 32960 nivit 26041)ierB* i Beach,FL32960 i ra : _, i r, y wi ri r. y wi INTEGRITY METALS FL 29444.04-R2 Architectural Fabrication Use this load table for structures which meet the following criteria: OPTIONAL ENGINEERING LOAD TABLES Are located in Exposure B area Instructions: Have either a flat roof,or gablelhip roof with max slope of 450 Select the appropriate lead table that applies to the structure in question. Have a mean roof height of 30 feet or less Determine the design wind speed forthe project location. FL29444.4: 26 a IM5VC on 16132" glywood Use the attachment method indicated for that windspeed within each roof zone. NOTE:ASCE 7-16 and FBC 2020 adopt a 7-zone concept.For the load tables below,the worst Wind 120 130 140 150 160 170 180 190 200 case was taken for each zone and reported using the standard zones 1-2-3: Zone 1: A A A A A A A A A Zone 1 includes zones 1 and 1' Zone 2: A A A A A A A A NR Zone 2 includes zones 2e,2r,and 2n Zone 3: A A A A A A A' NR NR Zone 3 includes zones 3e and 3r Combining these zones creates a clear,simple scheme,at the expense of some design efficiency. Use this load table for structures which meet the following criteria: Contactthe manufacturer for further information,orconsulta licensed design professional. Are located in Exposure B area Application: Have either a flat roof less than 70,hip roof with There are conservative assumptions used in combining scenarios forthese load tables for cases when the required design load is unknown.The maximum allowable loads for this productare max slope of 45°,or gable roof with slope between 20°and 45° shown on page 1 of this approval.If the required allowable design loads are known,and the Have a mean roof height of 30 feet or less required design loads are less than the allowable load of the product,then the product is FL29444.4: 26 a IM5VC on 15/32" plywoodd sufficient for use,and these optional load tables can be ignored. Wind 120 130 140 150 160 170 180 190 200 If the required design loads are NOT known,then the appropriate load table here may be used. Zone 1: A A 'A A A A A A A These optional load tables are subordinate to the max allowable loads shown on page 1(they are Zone 2: A A A .'A A A A A A merely one conservative application of those loads).In no case shall these load tables be Zone 3: A . A A A A A ;.A A � interpreted to restrict the application of this product more than the max allowable loads shown on page 1.The max allowable loads shown on page 1 are the controlling design data for this product; NOTthese optional load tables. Use this load table for structures which meet the following criteria: a Are located in B,C,or D exposure area Have either a flat roof,or gablelhip roof with max slope of 45° 2 2 3 Have a mean roof height of 30 feet or less a FL29444.4: 26 a IM5VC on 15132" 121 ood >Z2 1 z Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A ..'A A A: ! N 2 z 3 a Zone 2: A A A A NR (�lR SIR f�lR z2 2 _ 3 Zone 3: A A A Nip t MOWN'R t�IR NR 1 2 Use this load table for structures which meet the following criteria: 1 1 Are located in B,C,or D exposure area a 3 2 3 a Have either a flat roof less than 7°,hip roof with f I I I max slope of 45°,or gable roof with slope between 20°and 45° —1 a L HIP ROOF GABLE ROOF -a L.— Have a mean roof height of 30 feet or less FL29444.4: 26 a IMSVC on 16/32" plywood a:SS OANEAST ITHER4 ONTALDNIENSION OR ONTAL I ENSON OR IS SMALLER,BUT NOT LESS THAN EITHER IZ OF LEAST HORIZONTAL DIMENSION ER IS MALL. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. Wind 120 130 140 150 160 170 180 190 200 ROOF ZONES FOR GENERIC BUILDING Zone 1: A A A A A A .' A A t�iR Zone 2: A A A A: :.A:... NP NR I Zone 3: A A A .r IM 3 NP NR NR RtR tiR„ 6 v N _. _. ,.. ._. ,z•,t.::k ....�.isr_:>��w nc :LL:- ..vase-.v..r ;� VfS 3013I• I Vero Beach,FIL 32960 PIPIt 2604Piper0rive, I Beach,FL32960 u s@- '.Ii wI- •I ti MI i MEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (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 61620-3 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 underthe Florida Building Code and Florida Building Code,Residential Volume. The products described herein have been evaluated for compliance with the 71h Edition (2020) Florida Building Code sections noted herein. OFSCRIPTIONY GAF Raof Underlayments for use In fBC non HUHZ`juri dlettons 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 "NEMO Ietc. 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. �` `5';`�` f�C' z ° � � ` r;.-`. The facsimile seal appearing was authorized by Robert .S:' Nieminen P.E.on 06 09 Florida Registration No.59166 Florida DC4ANE1983 �••.�•`. 2021.This does not serve as an/ / electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. MEMO 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 0 MEMO etc. ROOFING COMPONENT EVALUATION: 1. OP Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments,as produced by GAF,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. 2. STANDARDS: Section PrOPertV Stertdard YeaP' 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), Tear 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 3. REFERENCES: Ent+" Examinatori Reference Date ERD(TST 6049) ASTM D1623&FRSA/TRI(Slippage) G34150.08.11 11/14/2011 ERD(TST 6049) ASTM D6164(GA) G40630.01.14-213 01/07/2014 ERD(TST 6049) ASTM D6164(GA) G46160.09.14-3A 09/09/2014 ERD(TST 6049) ASTM D1970(GA) GAF-SC13285.03.17-3 03/01/2017 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 1558) ASTM 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 12/01/2020 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 D4798(NC) GAF-349-02-01 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,D5035(VA) 376T0012 07/15/2019 PRI(TST 5878) ASTM D4533(Umerkui Kilvani,India) 376T0018 07/31/2019 PRI(TST 5878) ASTM D4533(Parzai,India) 376T0018 07/31/2019 NEMO ETC,LLC Evaluation Report 01506.04.08-1122 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-1122 GAF Roof Underlayments Revision 22:06/09/2021 Page 2 of 9 i NEMO etc. PRI(TST 5878) ASTM D1970(AR) 376T0032 10/22/2019 PRI(TST 5878) ASTM D226(S-CA) 376T0054 02/18/2020 PRI(TST 5878) ASTM D4533(Gujarat,India) 376T0058 02/18/2020 PRI(TST 5878) ASTM D5035(various) 376TO103 09/11/2020 PRI(TST 5878) ASTM D4533,D5035(Rajasthan,India) 376T0111 12/22/2020 PRI(TST 5878) ASTM D4533,D5035(Gujarat,India) 376TO113 12/22/2020 UL(TST 1740) ASTM D6757(TX) 02NK22569 06/04/2002 PRI(TST 5878) ASTM D5035(Gujarat,India) 376TO146 03/11/2021 PRI(TST 5878) ASTM D4533,D5035(Rajasthan,India) 376TO161 05/07/2021 UL(TST 1740) ASTM D6757(NC) 1ONK11990 05/18/2011 NEMO ETC Traceability FBC Cross-Listing 04/22/2020 NEMO Traceability FBC Cross-Listing 04/08/2021 UL,LLC(QUA 9625) Quality Control Service Confirmation 03/23/2021 UL,LLC(QUA 9625) Quality Control Service Confirmation(AL) 05/04/2020 UL,LLC(QUA 9625) Quality Control Florida BCIS Current z ••DDESCRIPTION: Pltoduct iVlaterial Standard_ Plants) 4.1 GAF Extended Dry-In Membrane ASTM D1970 Langley,BC Canada Liberty'""SBS Self-Adhering Base/Ply Mt.Vernon,IN 4.2 Sheet ASTM D1970 Savannah,GA 4.3 StormGuard®Film-Surfaced Leak Barrier ASTM D1970 Mt.Vernon,IN Savannah,GA Arkadelphia,AR 4.4 WeatherWatch®Mineral-Surfaced Leak ASTM D1970 Mt.Vernon,IN Barrier Savannah,GA Tuscaloosa,AL 4.5 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 FeltBusterT" Synthetic Roofing Felt 1507.1.1.1(2&3,Exception), Gujarat,India 4.6 (formerlyFeltBuster-High-Traction Synthetic 1507.1.1.1(5)/R905.1.1.1(2&3, (CPP)Rajasthan,India Roofing Felt) Exception),R905.1.1.1(5) (MIP)Rajasthan,India f Richmond,VA Spartanburg,SC 4.7 Shingle-Mate®Roof Deck Protection ASTM D226,Type II(Table 1) Pryor,OK Shaffer,CA 4.8 StormSafeT""Anchor Sheet 1507.1.1.1(2&3,Exception)/ North Bay,ON R905.1.1.1(2&3,Exception) Dadra India Tiger Paw'""Premium Roof Deck 1507.1.1.1(2&3,Exception)/ Gujarat,India 4.9 Protection(formerly Tiger Paw-Roof Deck R905.1.1.1(2&3,Exception) Parzai,India Protection) Umerkui Kilvani,India 4.10 VersaShield®Fire-Resistant Roof Deck ASTM D6757 Conover,NC Protection 4.11 Ruberoid®Mop Granule ASTM D6164 Savannah,GA FRSA/TRI 09-18 4.12 Ruberoid®Mop Granule FR ASTM D6164 Savannah,GA FRSA/TRI09-18 NEIVIO ETC,LLC Evaluation Report 01506.04.08-1122 Certificate ofAuthorizatlon#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R22 GAF Roof Underlayments Revision 22:06/09/2021 Page 3 of 9 NEMO etc. 5. LIMITATIONS: 5.1 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. 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: ` x = TABLE 1 ROOF COVER OPTIONS; ,.. �BCSection ? 150ZL2 1507 3 1507 4 and 1$07'S 150Z 7 ;1507 8 and 1507 9.! Asphalt Clay and ConcrEte Tile Metal Slate or Wood Untlerlayment Mechanical Adh@slue Slate Type Shingles Panels Shmgles Shmgles Shakes. Attach Set7. Shingles Yes Yes GAF Extended Dry-In Membrane Yes No No Yes Yes Yes Qoint strips, (joint strips, 1507.1.1.3/ 1507.1.1.3/ R905.1.1.3) R905.1.1.3) Liberty—SBS Self-Adhering Yes Yes Base/Ply Sheet Yes No No No No No (Joint50�11s% 1507.1.1.3 oint % R905.1.1.3) R905.1.1.3) StormGuard®Film-Surfaced Leak Yes Yes Barrier Yes No No Yes Yes Yes oint 1507.1.13/ 1507.1 Goint 1.3/ R905.1.1.3) R905.1.1.3) Yes Yes WeatherWatch®Mineral-Surfaced Yes No No No No No (joint strips, (joint strips, Leak Barrier 1507.1.1.3/ 1507.1.1.3/ R905.1.1.3) R905.1.1.3) Deck-Armor'"'Premium Breathable Yes No No Yes Yes Yes No No Roof Deck Protection FeltBuster-Synthetic Roofing Felt Yes No No No No No No No Shingle-Mate®Roof Deck Yes No No No No No No No Protection 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 Yes Ruberoid®Mop Granule No (Cap Sheet in (Cap Sheet in No No No No No 2-ply system) 2-ply system) P y y ) See 5.6.1 Yes Yes Ruberoid®Mop Granule FR No (Cap Sheet in (Cap Sheet in No No No No No 2-ply system) 2-ply system) See 5.6.1 NEMO ETC,LLC Evaluation Report 01506.04.08-R22 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-1122 GAF Roof Underlayments Revision 22:06/09/2021 Page 4 of 9 NEMO etc. 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. t ALLOWABLE UNDERlAYMENT/TILE-ADHESIVE COIUI8INATIOJVSk Urderlayment Adhes+ve 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 AQHEREQ UNDEtiLAYMENTS Underlayment Apphcat(on Prlmer; Substrates GAF Extended Dry-In Membrane self-adhering None plywood Liberty'"SBS Self-Adhering Base/Ply Sheet (Optional) StormGuard®Film-Surfaced Leak Barrier self-adhering ASTM D41 plywood Weather Watch®Mineral-Surfaced Leak Barrier Liberty'`SBS Self-Adhering Base/Ply Sheet StormGuard®Film-Surfaced Leak Barrier self-adhering None ASTM D226 felt,Type II Weather Watch®Mineral-Surfaced Leak Barrier Liberty'"SBS Self-Adhering Base/Ply Sheet StormGuard°Film-Surfaced Leak Barrier self-adhering ASTM D41 metal(flashing metal,valley metal, etc.) Weather Watch®Mineral-Surfaced Leak Barrier Ruberoid®Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid®Mop Granule FIR Ruberoid®Mop Granule hot asphalt None GAFGLAS®#80 Ultima—Base Sheet Ruberoid®Mop Granule FIR or RuberoidO 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 the 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. i Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 01506.04.08-R22 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.10626-1122 GAF Roof Underlayments Revision 22:06/09/2021 Page 5 of 9 NEMO 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#80 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 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. 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, FM 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=-45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS® #80 UltimaTm 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 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: 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. #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® #80 UltimaTm 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: 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. #4 Maximum Design Pressure=-97.5 psf. Deck: Min. 19/32-inch plywood to meet project requirements-to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS® #80 UltimaTm 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 min. 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 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R22 GAF Roof Underlayments Revision 22:06/09/2021 Page 6 of 9 NEMO l etc. 5.9 Exposure Limitations: f TaeLE 3 EXPQStIRE IIMITA710N5 Underlayment Exposure: , Prepared Roof Cover Installatlon Type Deck-Armor'"'Premium Breathable Roof Deck Protection,FeltBusterTM Synthetic Roofing Felt,Shingle-Mate®Roof Deck Protection,StormSafeT1 Anchor Sheet,Tiger PawTM Premium Roof Deck Protection,VersaShield®Fire-Resistant Roof Deck Mechanically attached 30 Protection,LibertyTm SBS Self-Adhering Base/Ply Sheet,StormGuard®Film-Surfaced Leak Barrier and WeatherWatch®Mineral-Surfaced Leak Barrier GAF Extended Dry-In Membrane Mechanically attached 180 Ruberoid®Mop Granule and Ruberoid®Mop Granule FR Adhesive-set tile roof system 180 Mechanically attached UNLIMITED 5.10 Tile Slippage Limitations:When loading roof tiles on the underlayment in direct-deck the 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. ti TABLE 4 OIL , GIVIITATIOIYS FOR DIRECT DECK TILE INSTALLATIONS t. V Underlaymeht... . TIIeProfde Stfigng Method :Maximum Staging Slope..`, Flat Max.10-tile stack 4:12 Ruberoid®Mop Granule 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.6-tile stack(4 over 2) 1 5:12 Lugged Max.10-tile stack 4:12 6.1 GAF Roof Underlayments shall be installed in accordance with GAF 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 Armor""Premium BreathableRoaf Deck Pro#action dr Tlge PawTM 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. 4� I:eltBuster*""5ynthetc Roofing Felt: s k - z f 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 Evaluation Report 01506.04.08-R22 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-1122 GAF Roof Underlayments Revision 22:06/09/2021 Page 7 of 9 MEMO etc. ',�S S Storm.SafeT'"Anchor Sheet ; 6.5.1 StormSafeTm 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 LibertyM SBS Self-Adhering Base/Ply; StormGuard® Film-Surfaced Leak Barrier or WeatherWatch® Mineral-Surfaced Leak Barrier over the StormSafeTm Anchor Sheet. 6 6 Shrugle-Matey Roof Berk Protectipn r S, 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. S 7 s VersaShietd�Fire ReslstantRoof Deck�rotect�on;;� __ 6.7.1V 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 tri Membrane,Liberty!%-,p$Setf Adhering Base/Piy Sheet,StormGOr- p�tm Surfaced Leatr Bawler or WeatherWatch®Mlnetat'=Surfaced LeakBarrier- 6.8.1 Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in 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, LibertyTm SBS Self-Adhering Base/Ply Sheet,StormGuard®Film-Surfaced Leak Barrier or WeatherWatch® 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 Rubehoad�Map Grarit�te,RLberold 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. NEMO ETC,LLC Evaluation Report 01506.04.08-R22 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.10626-1122 GAF Roof Underlayments Revision 22:06/09/2021 Page 8 of 9 NEMO etc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: 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. 9'. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(414)248-6409; karen.buchmann@ul.com -END OF EVALUATION REPORT- MEMO ETC,LLC Evaluation Report 01506.04.08-1122 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-1122 GAF Roof Underlayments Revision 22:06/09/2021 Page 9 of 9