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OF FI E USE ONLY: SCANNED V BY DATE ED: "� `" t� LUC61� nLIV� / • PERMIT# /807 `0/ 09 REVI ON FEE: RECEIPT # / 1n I PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ©� C.DZ�IS DN FORT PIERCE,(82-5652 7 2) 4621553 RD MP ICATION FOR BUILDING P W.WD PROJECT INFORMATIO ISI 1 o qILECOPY P 1 DETAILED DESCRIPTION OF PROJECT REVISIONS: Gh�GF D1�GfJl�/GI(7u/ /�l!`1GI (/iE'�� r i i CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C&& ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: rgrsa,� ADDRESS: 30 0 CITY:/ STATE: ZIP: 3�3,� PHONE (DAYTITWE): 3V - W3 _ VK03 FAX: OWNER/BUILDER INFORMATION: I . NAME: S//UM1.��q��GvO. G� ADDRESS: /f,�F6- wS 5 6& ZkW107-k-, CITY: q- /�T.�R STATE: _ ZIP: 3 $ j PHONE (DAYTIME: FAX: I ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTHVIE): FAX- iRECEIVED SLCCC: 9123109 Revised 06130/17 A U G 0 6 2018 Permitting Department St. Lucie bounty, FL URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 155D August 28, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up to +/-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.., North Port, FL 2) Approval drawing CWS-155D, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3668-1, -lA, -2, -2A, 3669-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 4) Supplemental Calcs. to support CWS-155D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-1551). Limitations of Use: This product: • May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as shown in CW8-155D • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6" Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 15:59+20:00 "Z;4 8/28/2017 Lucas A. Turner, P.E. FL PE #58201 Planning_ & Development Services Department Building & Regulations Division Product Review Affidavit G Building Permit # N07 ` o/09 Owners Name (ilJr►lai/t� DP��'� s©��' Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows �7,5 ^7.�ff 115 � 5 V00 �` Z )A ACT u/Gbo S -rkv %-'/z - Z% Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Design Prof- Signature: Cert. No. Date: seal SINGLE HUNG - LARGE MISSILE IMPACT (SHOWN w/DIFFERENT OPTIONS) 54 318" OVERALL FLANGE WIDTH 37 1/4„ 53 1/8" MAX. UNIT WIDTH OVERALL FLANGE WIDTH 48 15116" GLASS DLO _ FF AX UNIT WIDTH 31 13116" 77 1/4" I I GLASS DLO MAX. OVERALL I I A FLANGE I O _ HEIGHT 33 15116631/4" GLASS OVERALL 76" I I DLO FLANGE MAX. I I HEIGHT LINT WEIGHT 62" B O MAX UNIT X a DLO 305/16 D MAX v C - 8 SASH J` 4 I HEIGHT C 46 3/8' 6 LL 39_ - GLASS DLO GLASS DLO — 49 11/16" MAX. SASH WIDTH 31 5118„ MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAILS...............................2 SECTION VIEWS & ALT. FRAME EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.....................6 5SZ3, l GENERAL NOTES: aIYNJCyI 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED m-Ed WINDOW SYSTEMS /��//((QQ1lii�� TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. 1900 S4THFLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED O IN ASTM E 1996 PER THE FBC. W W CF34474 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "ODC. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER AND GLASS TABLES INFILTRASTM CO W EATION 1300-04e0110gRESSURE Z w LU o ¢ O W 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED 0 ZOZ_ X-fit F< w'S Or � n. S IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z Z = 2 < D: w p O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O F- 0,3 <= I- w a. cg?? z ANCHOR CALCULATIONS. o F j o 1� 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT OZUVj Z=U- F- - LLM O O LLZ � O - m 1 ZZ UNLATCHED DURING NORMAL OPERATION BUT MUST BE ENGAGED PRIOR i FL z U B TO EXPOSURE TO w = o o w w GLOSS HURRICANE WINDS AND FLYING DEBRIS. to u}i h 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT a O i= a 2o�ai W O a USED AT FIXED MEETING RAIL AND JAMB. a = a W 3 w a a a a 8. SERIES / MODEL DESIGNATION SH-8100. 9 STAND R THE FOLLOWING: E DESIGNAT ON X D FIXED = ,�grinaurp� NSF GQ X OPERABLE SASH, 0 SASH `�GQS.0"GE ; �?1 GLASS 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �No 5ffi01 DLO LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 'P ; STATE OF :�<u 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62". LucasTurne r 2017-09-22 11:38-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURERATING IMPACT RATING NON-HVHZ 53-1 /8" x 76" +/- 65 PSF LARGE MISSILE IMPACT HVHZ +/- 67.5 PSF NON-HVHZ 36" x 62" +65 / -75 PSF HVHZ +67.5 / -75 PSF zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS LAWN BY: DATE ADE 06/10/08 VG #: REV.: CWS-155 D e: SHEET 1:1 1 OF 6 719" OVERALL INSULATED GLASS 118" ANNEALED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 118" ANNEALED ,QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A FIXED LITE 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/16" AIRSPACE 5116" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE B FIXED LITE -7/8" OVERALL INSULATED GLASS 118" ANNEALED 7/16" AIRSPACE 5116" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED ,QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A SASH LITE 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090. PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL 1G SPACER 18 PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE • 38 1: I Ia •: •�i d � i;l It%I' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT Q Z >y QZ� o auJ awoUJI w0 U. Zw-} 0=3:— I w3ZH- 0 mm Z=2<wwp0 Uc/d�VaFNa Z Q-1Z-jU- Q P—,moO- <�OwFFO— g W it OLL ww awlnw rx w �a 0- w O w�= w=Ww m X W3:w a zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 0 GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 DWG#: REV.: GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D SASH LITE SCALE: SHEET 1:1 2 OF 6 INTERIOR `ems- in►'2900 *M WINDOW SYSTEMS 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.Cws.Cc 41 4*12 8100 PVC I� SINGLE HUNG IMPACT 46 ,z o 21 Z .aZ� OwO ¢Woo 0 26 w Z0Z w-Z - a 3 3- F- w SECTION VIEW B-B Z o_ Z= p-a NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, 0 0 0coa- wjL Z — j — Z F � rn RIGHT SIDE SHOWS.SASH SECTION VIEW. 30 >- Wowg=O? 12 !- w F�Z,6On Of a W01vW36 o 0I- �a=w>31 9 w0 0a5 7 INTERIOR a Of 0etunrfrii !t..........DREw T 4 32 6 �``ov 6G . ,��GQ.•; �•.;py6i 48 19 No 58201 •�1>% 9 ; STATE OF .�4U O O R 1QP' •��.� 13 12 14 �J JU I f-Z 5 15 0 9/22/2017 LUCAS A. TURNER, P.E. ao 16 FL PE # 58201 O _ _ O I� 2 1239 JABARA AVE. NORTH PORT, FL 34288 41 PH.941-380-1574 SECTION VIEW C-C SHEET DESCRIPTION: SECTION VIEW A -A ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36" x 62". DRAWN BY: DATE: FOR UNITS 36" x 62" AND UNDER. ADE 06/10/08 DWG #: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-156 D 22, 27-28, 33-37, 43-45 SHEET 1.2 3 OF 6 DESCRIPTION UST MATERIAL VENDOR a I PVC I MIKRON 6 1 H-6027 Sash To Rail PVC M IK R O N 7 H-1497 Reinforcement far STR ALUMINUM KEYMARK B 1 K6028 I Sash Bottom Rail I PVC I MIKRON 14 1 P-3541 1#8 x 1/7, Pan Head Tek STEEL I FASTENAL 15 P-4632 jSvveep Lock ZINC I SULLIVAN 16 P-4633 Barrel Fastener STEEL FASTENAL 17 Block & Tackle Balance I STEEL I CALDWELL 1 26 1 S-6013 IScreen Support I PVC I MIKRON 28 P-3748 1#6 x 0.625" Quad Fh TEK, Wht ZINC FASTENAL 29 P-3783 impact, Lock STEEL INTERLOCK 30 P-4068 I Impact, Keeper STEEL INTERLOCK 31 1 P-4264 1#8 x 314 FH PH w/#6 Head. TEK. Wht I STEEL I FASTENAL 39 1 P-3768 1 #8 x 6/8 Phil Pan Zinc ZINC FASTENAL 40 1 P-4479 lWeepcover PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM 42 P-6025 Sash Stop PVC MIKRON 43 P-3059 Sash Cam PLASTIC M&M 44 P-3296 Take Out Clip STEEL SUMMIT 45 P-3342 Seam Sealer SILICONE SCHNEE 46 P-3752 Hole Piuo PLASTIC M&M NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 PVC FRAME FIN-6048 1 5I18" 2 L v1s^ PVC SASH STOP -6025 3/4" 3/16" 71 REINF. S.B.R./S.S.R. -1498 1 15116" �{ 6 1 1/18" PVC SASH BTM. RAIL-6028 1 3/18" 10 1/16" PVC SASH SIDE RAIL-6004 6 1/18" PVC SCREEN CATCH -6013 314" 9 15/18" 1/16" L— REINF. BTM RAIL-1699 h-2 3/163/16" L 1 6 1 5/8" U 11,6" PVC SASH TOP RAIL-6027 1 1/2" --4 2FEZE� - 1/16" FIXED RAIL- 1836 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 2 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 9/18" 5 5/18" 1 5/19' 5 E1411 1/16" PVC FIXED RAIL COVER - 6063 PVC SCREEN SUPPORT - 6014 5/8" 1" 7 1/18" REINF. TOP RAIL-1497 1/4" r 12 L_ PVC GLAZING BEAD-6064 112" 3116" TD 4, } SCREW SUPPORT-3113 WINDOW SYSTEMS k-- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q 1-- — �: <z O W OW�a w W o 0 a co 0 3— z 0 z=ww 2<oo 01-0 6 a=j.-= 0 UyF-za-P Co(L — yZ�vCO O Z F ZLL OMp0 LL0 W 0�wwoWcnW WW 0-j0P n o =~0 w=ww a t•- a ��w F� 9/2212017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 1EET DESCRIPTION: BOM AND EXTRUSIONS RAWN BY: DATE: AIDE 06/10/08 WG #: REV.: CWS-155 D 0A'E: SHEET 1:2 4 OF 6 15" MAX. O.C. 6" MAX (TYP 6" MAX. (TYP 14" MAX 0.( (TYP-) 4" (fYl 4" (TYI ANCHORLAYOUT- (FLANGE) SIZES OVER 36" x 62" ANCHOR LAYOUT - (FIN) SIZES OVER 36" x 62" ANCHOR AT MIDSPAN 6" MAX. (TYP.) -} 6" MAX. (TYP.) 10 13116" MAX O.C. (TYP-) 4" (TYP.) 4" MAX (TYP.) 4" MAX (TYP.) 8' O MAX. O.C. (TYP.) .._ (.` MTG RAIL X L ANCHOR LAYOUT - (FLANGE) SIZES 36" x 62" AND UNDER WINDOW SYSTEMS L� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 m.p) WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT ANCHOR LAYOUT - (FIN) SIZES 36" x 62" AND UNDER NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD SUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6: CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL,BE DONE BY OTHERS FOLLOWING THE CURRENTVERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WOMA 300(EXTERIOR DOORS) Q Z aZ5 H ❑w0 Qwpp 9 ZyZ 0�3:m Q Z Z22d¢wwOp 0 0W za-Pin(L Z Q :Z-jU- -wno LL cr §o�w}PFO- o0w LLmavi0wmw 0�mh- sm0 w0 aw � -aWw 3 z LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE NOTES ADE 06/10/08 VG #: REV.: CWS-155 D .ALE: SHEET 1:25 5 OF 6 3 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 114' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLEVI PERIMETER SEALANTMIN. EMBEDMEN' BYINSTALLER SEE TABLE 1 INSIDEANDOUT SUBSTRATE BY OTHER SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 %A1 VERTICAL SECTION B TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM — INSTALLATION ANCHOR SEE TABLE 1 BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 `-' EPERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/9, FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/T' FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1.3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #1D-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.126' 7/16 FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS SEE TABLE 1 1/4" MAX. SHIM WINDOW SYSTEMS L�-- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG EMBE IN 'Z SEETABLE 1�E� IMPACT � <Z� PERIMETER SEALANT Z w LU 0 < a w BY INSTALLER INSIDE AND OUT w 0 Z O Z D: _ F < w-} O W m INSTALLATION ANCHOR Z Z S< Z W 0O O SEE TABLE 1 O O F- O d<= F SEALANT BEHIND FIN BY INSTALLER U Z U y y Z a F co a. ZO O Z F- U- 0 Z C HORIZONTAL SECTION 6 < � F- LL 2 p O LL V F O TYPICAL FIN ANCHORAGE p F- ZO' HEAD AND SILL SIMILAR FOR FIN INSTALLATION <' O 9 � > j § 00XU)O�(4W W �P a O =~0 w=aw PERIMETER SEALANT BY INSTALLER `!�L INSIDE AND OUT HORIZONTAL SECTION B BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. lz -21 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 06/10/08 VG 0: REV.: CWS-155 D SHEET 1:2 Anna I N7zrz ®+� ' g Y iiI Gi .. .... ...... ... ' J MIAMI-DADE COUNTY CR- e , B.11lv':M1gV11. 0 ' ' ' A LABORATORY LA60RATORT A" ACCREDITED July III ,0, 2017 Ping8heng Zhu, P.E. Prod ' ct Compliance Engineer Jam s Hardie Building Products 1090 Elm Ave. Font a, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear ingsheng: After' eview of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Build iq Code. Refe nced Standards in the 2017 FBC: 1. Wood: AWC NDS-2015 & SDPWS-2015 2. Structural Loads: ASCE/SEI-7-10 3. Concrete: ACE-318-14 4. Masonry: TMS402-2016/ACI530-13/ASCE-5-13 5. Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (10 edition)) 6. Cold -formed Steel: AISI 160-12 7. Aluminum: ADWI-2015 In ad ition, I am making the following Statement of Independence as requested: 1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued, 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect. 3. Ronald Ogawa Inc does not have, nor will it acquire.a financial interest in any company manufacturing or distributing products for which reports are being issued. I 4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approval process of the product Shou d you have any questions on anything, please contact me. 9 Rone d I. Ogawa, PhE. U RI O awa & Associates, Inc. IAS I aboratory Approval, TL 360 IAS uality Control Agency, AA-105 CRR Approved Testing Laboratory for Solar Reflectance and Emissivity State, of Florida Approved Validator and Third Party Quality Control Agency 1714 292-2602 CC: Roger Ogawa — RI Ogawa & Associates, Inc. Karen Ogawa — RI Ogawa & Associates, Inc. Lab A dress: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail: roget@rioga�ya.cLom Mailin Address:16835 Algonquin St. #443, Huntington Beach, CA 92649 • Phone (702) 491-3710 • Fax (714) 908-1815 • E-mail: debbyg-do4awaxom Engineering a Quality Control • Product Development • inspections 9 Code Consulting • Expert Witness • Testing MIAMI-DADS um MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 0$4. %112617 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-031L07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 1 S-0122.04" 1. Statement letter of code conformance to the 50` edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. *v4-r'7107 Carlos M. Utrera, P.E. Product Control Examiner NOA No.17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 NOA-No. By WALL 'RENEWED 9 with the Florida le 17-0406.06 WALLlt_NG Stud Spacing at 10' O.C. I I OY- 3V Minimum Edge Distanceails at 1s" O.C.(typ.) ML 6 Sheathing fastener, as described in —'� Note 1 Panel fastener, or described in Note 2 HardiePanel, Cempanel, Ptevaii Panel Siding Wafer -resistive barrier per Florida Building Code Section 14042 6V thick 16 ply APA rated plywood sheathing fastened in accordance wiYlt Florida Building Code Sedion2322.3 2" X 4" S-P-F Wood Studs 'Ihe wall and soffl frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. PRODt1( UD-w—w -.N SEE HafdiePanoM CempaneW. & DETAILA Prevail® Panel SidiEt_q materials ate nonasbestos fiber-oament products 518" eldk f 6 plyAPA rated tested in accordance with ASTM (` ptywoodstieStIftin C1186 Grade Il, Type Aand meeting aecodence with Florida the requirements of the Florida Bu0.dng Code Sedon Building Code. 23223 t'AN_��MMMON5 1Atatar+esisTrve Width Length 'Thickness barrier per Florida 48.9,10' 5115' Building Code Secion 14042 DF„SD-N PRESSME ATING 2"X 4' S-P-F Installation Design Pressure Wood Studs 76 psf Mad Studs HardiePanel. Impact Resistant- Planks installed over -W thick / 5 pN ECZI0�1 8_ Cempane6 APA rated plywood sheathing PWA Panel Skbg �9Rol�d.���>�E��.� aREVAs-�.N���IDiN�.fNSTALIAAoi� C>ETA�4s. • All installation shell be done in conformance uffi this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections ofthe Florida Building Code. • Woad studs where HerdiePanei, Cempanet, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Budding Code and the requirements of this N.OA ■ (Note 11518 thick/ 5 ply APA rated plywood sheathing shall be attached to the shads In accordance with Florida Budding Code Section 2322-3. • The siding panels steal be installed over 51W thick 16 ply APA rated plywood sheathing supported by a minimum of 2,X4" S-P-F wood studs spaced a maximum of 113" O.C. • LNote 21 The siding panel fastener shag be a 2' long, 022:3" head diameter, 0.09X' shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.G. at panel edges and intermediate studs; the fasteners shall be driven through the 50 thick15 ply APA rated plywood sheathing into wood studs located at 1W O.C. • Fasteners shall have a minimum edge distance of 3V and a minimum clearance of 2" from comers. HARDIEPANEI, CEMPANE4 PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION ,tames Hardie Building Products, Ina 10901 rim Avenue Fontana, CA 92337 A I I PNL-PLC-SOFF Creator I- Gonzales IsulE JW.1-.W I Data.41242013 `SHEET 1 OF 12 F nor Spacing per Florida B ding Code.Section 2322.3 16.ODin. I II •PReMiCJtEVIQ'D --' Fastener Spacing per Florida o■otapiyndgwitbthoFlotiOe Building Code Seddon2322.3 No I •I I•I Pnidad PRODUC►itEv65ED• PRODUCT RENEWED A5CowqbftV,ftdwFkffidz as complying with the Florida N No1.a1,92fl,4t7 OA-ngCode _ oa-wb. 17-0406.06 ` Expiration e05/01/2022 By �•. • Mi mp ProduaCenhd By Mlarni-pagb4mr6duct Control Cladding Framing Sheathing • f , �-_ 61r,,,,,,,G Zt '. I•I o��sS�ONA l'', r%h ...... ftt' ■ NOMINAL 2" X WOOD STUDS O.C. FASTENED FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE ON NABS (2 PER TOP AND WITH COMMON NOT PART HIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) OF THIS BOTTOMCONNNECTION) C . ■ THE WALLAND SOFFIT FRAMESARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE S EATHING ■ NOMINAL 5W THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION SUILDNG CODE SECTION 2322.3 pDLG James Hardie Building Products, Im ■. THE PANEL IS FASTENED WITH 2' LONG, 0.223" HEAD 10901 Elie Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSIONRFax909.4Z7-0634 , Fontana, CA 92337 RESISTANT SIDING NAILS, PLACE NAILS 5' O.C. AT PANEL EDGES AND INTERMEDIATE STUDS 356-6300 sae FscmNO atwe+o RE A PNL•PLKSOFF 1 Creator. E. Gonzales IstAue P - T-0" I • Date: 412M13 jst W 2 OF 12 WALL WALL LENGTH Stud Spacing at 16, O.C. ra— i i i tao r s r/.vi jII j N0.24 STATE I Naas at 6" O.C. (typ.) W, Minimum Edge Distance Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 1404.2 r 518" thick IS ply APA rated IT PRODU RENEWED plywood sheathing fastened as comp Building ng with the Florida to metal studs as described nle Non -No. 17 0406.06 in Note 1. Expiration'. e0510112022 209a, 3.8/8" X 1.518" Metal C-sWd The wall and soffit frames are to be designed By by the Architect or Engineer of Record In Mlam a I e Product Control it compliance with the Florida Building Code. SEE DETAIL A 618"tW /5plyAPArated f plywood sheathing fastened to metal shuts as described in Note 1 Water -resistive banierperFlorlda * Z BuIlding Code Sedan 14042 200a, 3-W8' X 1-08" Metal Cstud HatdlePanel, ,SG11 ply Cempanel, Prevad Panel Siding HardlePanel®, Cempanel®, & PI'MHO Panel Siding materials are nonasbestos fiber -cement products tested In accordance with ASTM C1166 Grade It, Type A and meeting the requirements 01 the Modda Building Code. PAt4EL,.DUt ►L�W-LO.NS Width Length Thickness V 8,9,10' S116" pF_SaGN kREAMU_90 R611 J_G. Installation Design Pressure Metal Studs -104 psf Impact Resistant— Panelinstalled over 518" thick 15 ply APA rated plywood sheathing FlA�iDl.pAb1l„_CE_►ytl.�2B14P3NIDltLCoV�STA4>�QOP DETAILS • All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's instailatton recommendations,and the applipblesections ofthe Pbrida Building Code. Metal studs where HardiePanet, srempanel, Prevail Panel Siding vn'!I he Insta9ed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • [Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at Woo at panel edges and all intermediate supports using a No.8-16, 0.315" head diameter 1-1W long bugle head screw ■ The siding panels shall be Installed over 518" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal3-518"X 1-&&' Metal C•studs spaced a maAmum of 16" O.C. • [Note 21 The siding panel fastener shall be a minimum No. 8-18, 0,815" head diameter X 1-518' long' ribbed bugle head screw (or screw shall have at least 3 full threads penetrating metal framing); the fasteners shell be spaced at 6" O.C. at panel edges and Intermediate studs the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal studs located at Ili Q.C. ■ Fasteners shall have a minimum edge distance of 318" and a minimum clearance of T from comers. HARDIEPANE, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9=7 PNL-PLKSOFF Creator. l3 Gonzales Iscace • 12" =1'.U' I Dates 412412o13 iserfr 3 OF 12 Gadding 11 I I I 00'n. • i I• I. I I. Framing •I I i I I I II �`� I•I T I• i I• I Sheathing PRO UCT RENEWED I I 8.00in I I I as co plying with the Florida i I I I • I lulldl g Code IDA-1 o. 17-0406.06 I' I • I I ' 1 �Kplrx Ion toOSIO112022 6.001n. IIa Product Control I j : I I I I 111 I r QGA MWWr1� REVISED •� 1 _ e�taeIXTREVLs sFiuri� a y amhYhsFloiM I•I I , \,`,ti se,'•. a�ta�ac� � th 22 , r ,�rc� .I o. , rlo '�� o'��___, w j I i I i' -o STATE OF '� �• Ni prodoceCootrol fto°1d I•� I•' _� . F�Ofi��P' - �-� [ i I MSG • j NOMINAL 20 GAUGE 3.5/8" X 1-518" STEEL STUDS 16" O.C. FASTENED WITH sw WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AC770N AND GRAVITY LOAD ARE ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE s A-11i—r! • NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL HARDIEPANML CEMPANEL, PREVAIL PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USINGA NO.8-18, 0.315" HEAD DIAMETER 1-1l4 LONG BUGLE INSTALLATION DETAILS METALSTUD CONSTRUCTION HEAD SCREW O DING James Hardie Building PrOdUds, tnc. THE PANEL 1S FASTENED WITH NO. 8-18, 0.31W HEAD _ 10901 Elm Avenue DIAMETER X 1-5l8- LONG CORROSION RESISTANT - • Fontana, CA92337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT S1zE F$C41 NO DMKO LEAST 3 FULLTHREADS PENETRATING THE METAL phone: g00 PNL-Pt1C-SOFF FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES Fax 909-027 0834 A AND INTERMEDIATE STUDS Creator. E. Gonzales scai.s 1" - 1'-0" Date:412412013 sN�r 4 OF 1 0 as compry Building 6C NOA-No._ Expiration BY A SEE ��CeemlpllananM WALL LENG Stud Spacing at 16" O.C. Harard0 cat na a, DETAiLA Prevan Plank up Siding materials %5/griMdC/$py,ApA are nonaSbeSt0Sfibencement i d in }sled pywood prCl 186 Grade III, Type A d I sheating In aowrrdaanoe Y&b meeting the requirements of the Florida Building Cade. i i r IR>tF�O Florida Bulldin9 Code ti $m�a�t eF7ae>� I :X `dam I 1,r�pt Section2327-3 PANELD}M N$LRN$ T i r! f Water—istive Width Length Thickness 71.1 ;' �barrierparAoida $9-1!2 12' S11G' � BuUdtr+g Cade Section 14042 ' QFMSJ__QgMF +SJ1RIxR- _AAWG i l 2"x4"$.P-F Installation Design Pressure Wood Studs Woad Studs •92 pat _ . ..... Up Siding Impact Resistant = _ t Planks Installed over 5/8" thick! 5 py B <- Nags 16" SECTJO O.C. ityp•) ""�rrr„irrr 1-1/4 fall x 5ns" APA rated plywood sheathing 3/4" Minimum Edge Distance R& Vick Starter stdp � L9 .Sheathing fastener, as HAI P_L&L4jK CSMFMe,[�Mknj-AP-S}p}.NGJki_$-Y-kLLATLOXDJUrAU. with this Notice Of Acceptance, the manufacturer's described in Note 1 " All installation shall be done in conformance installation recommendations, and the applicable sections ofthe Florida Building Code. Siding will be installed shall be designed by an + Wood studs where HardiePlank, Cemplank, Prevail Lap the Florida Building Code and the requirements of this N.O.A. Engineer or Architect per " [Note 1] S/8" thick! 5 ply APA rated plywood sheathing shaft be attached to the studs in accordance \ Siding fastener, as described in Note 2 with Florida Buildng Code Section 2322.3 . Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1l4" wide REMOD �� p r laps at the top of the plank such that the exposure area of each plank is S 84hV vertically [Note 21 The siding fastener shall be a 2-11V long, 0.223" head diameter, 0.092"shank diameter, HardiePlank, N• SCemplank, Prevail cortoslon-resistant siding nag; The siding is fastened s SAW O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners Lap Siding are placed in the overlapping area approximately 3/4" from the bottom edge of the overtopping plankVertical joints shall be placed over studs. • The shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a ter -resistive barrier VSW.Wlck planks minimum of 2"X4"S-P-F wood studs spaced a maximum of 16" O.C_ Florida Building . Fasteners shall have a minimum edge distance of SIS - de Section 1404.2HARDIEPLANK, CEMPLANK, PREVAIL LAPy APA rated INSTALLATION DETAiLS WOOD STUD CON5rRUCTION hing fastened IENEWED `— In accordarim with Florida James Hardie Build ng Products, fnc. with the Florida Building Code Section ' 10901 Elm Avenue 17-0406.06 2322.3 • Fontana, CA 9233T :e05/01/2022 2" X 4" S-P-F Wood Studs Phone: 909356.6300 sce rscv No ow�suo sie PNL-Pf1C-50FF 1 'l The well and soffit frames are to be designed Fax 909- 427_0634 A ro�Vduct Control by the Architect or Engineer of Record In compliance with the Florida Building Code. Creator GOnzaleS scram 1/2" 1'a" Date: 4l24/2019 sii�r 5 OF 12 Fastener Spacing per Building Code Section r: - PRODUCT RENEWED as complying with the Florida Building Codo ;,.,,•_,_N0A-No. 17-0406.06 0.75in Expiration D e05/01/2022 j 6y Miami-aMiarni-Wadfa Product Control VF i I Fastener Spacing per Florida Building Code Section 2327 3 MaDUCrIlEMED ben 0yi%withrifeilnfidr. Cladding Framing Sheathing L - By a STATE OF ;� �\ react . F�OR10P.=: G _pot; NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED G f� �-,S�aNAL 0 WITH 3.1/2.16d COMMON NAILS (2 PER TOP AND ri BOTTOM CONNECTION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE :ATHINO NOMINAL 6/8" THICK / 6 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION pDJRQ PLANKS.OVERLAP 1-1/4' James Handle Buiiding Products, Inc. THE EXPOSURE IS s8-iW 10901 Mm Avenue THE PLANKS ARE FACE NAILED WITH 2-112° LONG, 0223" Fontana, CA 92337 HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE phone 91EGnP.W. FSOMNO DAGNO BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATION Fax PNLPLK-SOFF Creator. sra� 7• =1 0" Date:4124/2013 sN�r s OF 12 0 1 HOA-No. B RENEWED with the Florida 17-0406.06 VALL LENGTH SEE DUCT tl) SC.RIPTI tud Spacing at 16" O.C. DETAiLA HardiePtankO, CemplankO, and thick/5 ply APA rated/ pmwood sheatNng testened Prevail® Plank Lap Siding materials are nonasbestos fiber -cement products tested In accordance with ASTM C1186 Grade 14 type A and l iY^'^�_ y ^�+��.17 fif i ! ° ,r�ni�ii�, to metal studs as described In Note 1 meeting the requirements of the Florida Building Code, i g�°°° wchitao#Em:ae Waterresi-W. ' : t`�i banierperFloddo Bdpding Code p LVKAWIF�($-LOSS Width Length Thickness I. _ 1 Li �� ; Section 14042 209a, 3818" X 1 S18' Pianic. �Cemm 6 g-11Z 12' 6116" An--l0 EM-Sa-URER&U� Installation Design Pressure Metal Studs -92 psf { f.{ Pbolllr Cc—, i i. : ' i Ii.I•i -\Ha� �.. u �V ss��IUAL C?\ t 1 I SO plank Prevail LopSldtng Impact Resistant - XV Minimum Edge Distance 9 Nails at 16" O.C. (tYp�) � 1-1/4 te11X5/18' Planks installed over SW thick 15 ply APA rated piywooil sheathing thick starter strip IJ' A���ANKiCEMPtsA�!_.PiEVA1L lAP$�QII�IG��.�.1,.1�►�LQ� DETAILS • Ail installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as in recommendations, and the applicable sections of the Florida Building Code. described Note 1 . Metal studs where HardiePlank, Cemplank, Prevail Lop Siding will be installed shall be designed by an EngTneer or Architect per the Florida Building Code and the requirements of this N.OA ■ INote 11 SU'thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at ti oe at panel Siding fastener, as edges and all intermediate supports using a No.8-18, 0.316" head diameter 1-1/4' tong bugle head screw described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4 wide laps at the top of the plank such that the exposure area of each plank Is 58-1/V vertically. • INote 2) The siding fastener shall be a minimum No. 8-18, 0.316" head diameter X 2 W long' bugle head WardePlank screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding Is fastened s 8.1W O.C. verlfcally and 16" O.C. horizontally, fasteners are driven into metal studs through 518" Cemplank thick / 5 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 3/4" Prevail lap Siding from the bottom edge of the overlapping plank. / • Vertical joints shall be placed over studs. Water -resistive ' e The planks shall be installed over SO thick 16 ply APA rated plywood sheathing supported by a minimum barrier per Fieori 209a, Nominal 3-SZ' X 1.5/8" Metal C-zWds spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 31W. Milling Code --"' Section 1404.2 S8" thick /5 ply APA rated plywood sheathing fastened to R630O- metal studs as described inNote 120ga, 3-6W'X 1-518- Metal C stud The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. phone; 909-35 Fax 909427 0634 A 'Creator. E. Gonzales srkr• HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, ina 10901 Elm Avenue Fontana, CA 9=7 PNL,PLK SOFF 1/2" - To" I Date.412412013 I stir' 7 OF 12 B.00in. 16 in. OC 6AOin. • PRODUCT RENEWED I �—I as complying with the Florida I Building Code NOA-No. 17-0406.06 OJ51n YExpiration teOS/01/2022 ^ By I•I . Mlam a Product Control8mm" coo — j �I ttliltll rweoplymgaitbtSeFloei&a witbd►e8iaiar � CoAe �-..- .._..-.. _Exe#Dime .51.! 7 Cladding Framing Sheathing m By °' r+�uata.rgt .� ATEaF :•�,, lhoducrCeokol '- ONAL� 6 13 NOMINAL20 GAUGE 3.5/8" X 1-/8" STEEL STUDS 16' O.C. FASTENED WITH 5W LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE PART OF THIS APPROVAL, (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT COMPLIANCE WITH THE FLORIDA BUILDING CODE ''AyT IN_G. NOMINALSW THICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETERX 1-1W LONG BUGLE HARDIEPLANK, CCEMMPLANK, PREVAIL LAP SIDING HEAD SCREW INSTALLATION DETAILS METAL STUD CONSTRUCTION nQW—G PLANKS OVERLAP 1-1/4° THE EXPOSURE IS S 84n James Hardie Building Products,.fnC WN THE PLANKS ARE FASTENED WfTH NO, 8-18, 0.315" 10901 Elm Avenue HEAD DIAMMR X 2-1W LONG CORROSION- Fontana, CA M37 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356 6300 sr� vscb No NO MaPENETRATING Rev THE METAL FRAMING), PLACED 3/4" UP Fax 909�427.0834 A PNL-PLK SOFF 1 FROM THE BOTTOM EDGE OF TH9 PLANKAT EACH Creator. E. Gonzales scalE 1" e 1 0" Date:412412013 sH6E7 8 OF 12 LL LENGTe1 SEE ?rpun�Fscwf o� Stud Spacing at IS O.C. DETAILA HardieSoffit® & CemsoffiM materials are Btu nonasbestos fiber -cement products tested in T accordance with ASTM C1166 Grade N, Type A T and meeting the requirements ofthe Flori- I i,� ^� �� Building Code. z^ x a° s a SoFFUr�mnENS NS C Width Length Thickness WALL tuds 4 & 1W Wood S i HEIGHTi i j I I !.� D$10$FSSUI3ETJ�JG �., HardieSoffd installation Design Pressure Cemsof5t Wood Studs -70 psi .i � ° � I � i i• •i i' lLlrrriiii� :3 ,off MAW' tit B ��.q t $ �1 i`' (".)pltoDUCiaEv3SED trDUCt2tbvr5Fa Nails at4"O.C. ma ins-mawnride 3!8"Minimum Edge Distance r w *ft Fla lea 9,draingCnae j�p, 2� - ewe Code Hy STATE OF Qt;T9lLA 8y t�roewtProm,eeCeeeW `9��fi FLORtOP ����[J -sslONAX-ij ' \ HARAI�OFFIT. c�tNs9FF17.P.L+NEt-1�S.Z9.4iATJQNpFJA.ILs Soffit fastener, as • All Installation shall be done In conformance with this NoBae of Acceptance, the manufacturer's described in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsofft will be installed shall be designed by an Engineer or )DUCT RENEWED Architect per Florida Building Code and the uirements of this N.OA. omplying with the Florida > P 9 irng code r • The soffit shall be installed over minimum 2"X4" S-P.F wood studs spaced a meximum of 16" O.C. No. 17-0406.06 HardreSoffit, Cemsoffit , [Note 1] The soffit fastener shag be a 2° rung, 0 223"head diameter, 13.092° shank diameter, ration e05/01/2022 corrosion resistant siding nail; the fasteners shall be spaced at4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O.C. f • Fasteners shall have a minimum edge distance of 316' and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFiT PANEL ,i INSTALLATION DETAILS WOOD STUD CONSTRUCftON Minimum 2 X 4" S-P-F Wood Studs James Hardie Building Products Inc. The wail and soffit frames are to be 10904 Elm Avenue designed by the Architect or Fontana, CA 92337 Engineer of Record In compliance Phone: 909356-63DO SIZE �10 WMNO with the Florida Building Code, Fax 9D9-427.0634 A PNL-PLK-SOFF Creator. E. Gonzales larAu 1r2' =1.0" Date: a1242D13 ISHEU 9 OF 12 PRODUCT RENEWED as complying with the Florida . - Building Code NOA-No. 17-0406.06 • Expiration D teOSID112022 • By I� . • 4.00in 1 Miami- 1, Product Control - • _L._ i' • PstlbuCrlt>:vlsen - rwwcrsl= q" m.coeeptna.. with A1 a�DateZ q df7 1 es Pft..4xecee.nt M�iam UbeFmnorsCenrnl - ? Cladding Framing- 0. 2i 21 fr STATE OF A\Ee�ii 0.5i IINAL 2" X 4" S.P-F WOOD STUDS 16" O.C. FASTENED 13-1/2.16d COMMON NAILS (2 PERTOP-AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NECTIOM ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE i THE FLORIDA BUILDING CODE WN.0 50FFIT IS FASTENED WITH 2• LONG, 0223" HEAD HARDIFSOFFTT, CEMSOFFIT PANEL AMR, 0.092" SHANK DIAMETER CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION ISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL ES AND INTERMEDIATE STUDS James Hardie BuIlding Products, Inc. 10901 Elm Avenue Fontana, CA92337 7 mc'wt" 6-6300 sys FSCMNO arx -0634 A PNL-PLK-SOFF 1 E. Gonzales SCALE 1"=1101 1 Date: 4*412013 ISKEET 10 OF ) 2 �a WALL LENG ll Stud Spadng at IS' O.C. ate, i I i WALL 0GHi with the Florida 17-0406.06 Expiration SEE DETAILA PRQQU_c1 QF1%-QRiP.JJIZN HardieSoffit® & Cemsoffl* materials are nonasbestos fiber -cement products jT tested to accordance with ASTM 01188 Grade II, TypeA and meeting the requirements ofthe Florida Building Code. 209a. 3-818"X 1,W s�0 Dtl�t ENSt $ etei Gstud Width Length Thickness 4 $. Y-• HardleSoffit DESIGN pRE9SUiZE R&M Cemsoffit Installation Design Pressure Metal Studs-?§mt—_ Pstowcr MUD Nails at8"O.C.(typ.) PBODUCPRBYI>;4A eaC0nVIyk%WkbUWfIad& DdV 318" Minimum Edge Distance "CCDft apdoy* With 69 lift� Accq> a ftN NoJ �f3%c W rQ,`fi r Fop; . n�rB!t`e H' n„aK.tamor� �poavaconeet Soffit fastener, as described in Note 1 HardieSofft, Cemsoffit j 20ga, 3•6/8" 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code, OVA 'VU. r21 STATEOF s"(0&1DP C NABA 59�F1S,-CEtuISQFEEL?lfIE.LLlN6?$�1ATtebl4>zCAA4& �N11L.1V - rrrrit t1` • All installation shall be done in conformance with this Notice of AccepharnrEk!4tfA�ainufacturen's installation recommendations, and the applicable sections of the Florida Building Code. ■ Metal studs where HardieSotiit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A: • The soffit shall be installed over minimum 209a, Nominal 3-W X 1-5/8" Metal 0-studs spaced a maximum of 15' O.C. • [Note 13 The soffit fastener sh2U be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long" ribbed bugle head screw (or screw. shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at B" O.C. at panel edges and Intermediate studs; the fasteners shall be driven into metal studs located at 18" O.C. • Fasteners shall have a minimum edge distance of 3/6' and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFiT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Eim Avenue Fontana, CA92337 PNL-PLK-SOFF Creator.E:Gonzales IscAis =4-1,,4r I Dal 4/14/E013 IsMEr 11OF12 . 1, • 6.00ln. MaDmilMED PRODUCT RENEWED M ' .rnhd1el as complying with the Florida • gjl8ag' God ��, Building ode .ApgtmMPb NOA-No. 17-0406.08 IDIOM Z!P Explratlon !� 05/01/2022 B _ Rv. a�sr- �6 ��UTaidn laoua�ear�? ,�.�>arl. Cladding NOMINAL 20 GAUGE 3-6/8" X 1.60 STEEL STUDS 16" O.C. FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE FASTENED WITH SINE WAFER HEAD SCREWS (2 PER TOP - NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOM CONNECTION) •a THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AD-11 G HARDIESOFFIT, CEMSOFFIT PANEL E SOFFIT IS FASTENED WITH NO. 8-16, 0.315'HEAD INSTALLATION DETAILS META' STUD CONSTRUCTION METER 1-114' LONG CORROSION RESISTANT RIBBED 3LE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Ina .L THREADS PENETRATING THE METAL FRAMING), PLACE 10961 Elm Avenue 2EWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE _ o Fontana. CA 92937 )DS Phone 909 356 6300 FBox owcs No Ae/ 7 Fax 909-427-OSM A PNL-PLK-SOFF Creator. E. Gonzales s 11= Y-0" Date:4124/2013 s., 120E 12 �j JamesHardie ro "ardlePlank-/r-�Z. Lap Siding EFFECTIVE MAY 2016® INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit www.hardleinstallaton.com for the most recent version. SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL- ROUGHSAWN CUSTOM BEADED CEDARMILLm • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT.- FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN PLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE' PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'' APPLIES TO YOUR LOCATION, VISIT WWW.HARDIELONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) 'STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that wind wh11 blow dust away from user INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 6tore flat and keep dry and covered prior o installation. Installing siding wet or saturated may result in shrinkage at butt and others in working area 2. Use one of the following methods: 2. Position cutting station in well -ventilated area 'oints. Carry planks on edge. Protect a. Best: 1. Score and snap edges and corners from breakage. James ff. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors Hardie is not responsible for damage b. Better. f. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does riot carry the HardieBlade saw blade trade caused by improper storage and handling HardieBlade® saw blade and HEPA vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum of the product. c. Good: f. Dust reducing circular saw with a HardieBiade saw blade (only use for low to moderate cutting) Important Note: For maximum protection pwest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasit NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is availat 9 at www.jameshardle.com to help you detemilne the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or yo do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. sooatros .GENERAL REQUIREMENTS: • Hard(ePlank® lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. o.c. or directly to minimum 7/16 in. thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at Wuvw. jamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirement, • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. Figure 1 Double Wall Single wall • Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction • Do not install James Hardie products, such that they may remain in contact with standing water. water -resistive barrier let -in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 in. o.c. max. • For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of ! James Hardie® Siding Products" at www.JamesHardie.com. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. INSTALLATION: J0114TTREATMENT Nail line (If nail ne or more of the following joint treatment options Figure 2 line Is not stud re required by code (as referenced 20091RC present place 703.10.2) fastener Joint Flashing James Hardie recommended) _ „�_�.°- between 3/4 • 9 ( � in. & 1 °from ° . Caulking* (Caulking is not recommended watsnve a N~ai1318 in from top of planW -- 00 ° for ColorPlus for aesthetic reasons as the barrier edge of plank Caulking and ColorPlus will weather °° a °water-resfslih joint differently. For the same reason, flashing o° harder ° ! do not caulk nail heads on ° ° ° °°° ° ° fastener ColorPlus products.) HardiePlanlPsiding �. o 0 o "H" jointer cover o° ° 00 ° Install a 1 1/4 in. starter ship to ° ° o ensure a consistent plank angle install planks in moderate contact at butt joints ° leave appropriate gap between planks and trim, then caulk."' ote: Field painting over caulking may produce a sheen difference when compared to the field painted PdmePlus. *Refer to Caulking section in these instructions. For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is (mown to the State of California to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardleBlade® saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a propedy-fitted, NIOSH-approved dust mask or respirator (e.g. N-95) In accordance with applicable government regulations and manufacturer instructions to further limit respirable sllica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshard[e.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. s HS11119-P1/4 05/16 ?, z mark y -t' .. ; ANCE AND FLASHING REQUIREMENTS 3 Figure 4 to Wall Horizontal Flashing 12 Edge IZ-Flashing Min. Y4 in. Do not cal Figure 5 Figure 6 Kickout Flashing Slabs, Path, Steps to Siding x4in, 1 Figure 8 Figure 9 Figure 10 Ground to Siding Gutter to Siding Sheltered Areas Figure 13 Figure 14 Block Penetration Valley/Shingle Extension ecommended In HZ10 �WPM 1 in.-2 in. Figure 11 Mortar/Masonry -Flashing Z-Flz shing h�STENER REQUIREMENTS ** +d Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind 16s and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be ;1e for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. �D NAILING FACE NAILING GIs - Wood Framing Nails -Wood Framing lding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) I ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) ews - Steel Framing fibbed Screws - Steel Framing Wafer -head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in. long x A penetrate 3 threads into metal framing. 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Is - Steel Framing Nails - Steel Framing T & F Panelfasta nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) 1) Nails must penetrate minimum 1/4 in. into metal framing. fails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. iB minimum 7116 in. • Siding nail (0.09 in. shank 0,221 in. HD x 1-1/2 in. long)' • 1 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in. long) • ibbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). Stud 02 max Figure 15 Figure 16 -24in�— O.C. max. 1/4 in. min. overlap I Minimum overlap I _ jn for Both FaceNand Blind Nailing3/4 in.-1 irl.face nail min. Vin- I I ovl I water -resistive Water Resistive I barrier 11/4° n Banier overta Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. ' Wh i face nailing to OSB, planks must be no greater than 91/4 in. wide and fasteners must be 12 in. o.c. or less. "Also ee General Fastening Requirements; and when considering altemative fastening options refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardiePlanO Lap Siding. HS11119-P214 05116 9 X y 10 FASTENING REQUIREMENTS ;rs must be corrosion resistant, galvanized, or stainless steel. galvanized are acceptable but may exhibit premature corrosion. Hardie recommends the use of quality, hot -dipped galvanized nails. Hardie is not responsible for the corrosion resistance of fasteners. ,s steel fasteners are recommended when installing James Hardie® Is near the ocean, large bodies of water, or in very humid climates. iufacturers of ACO and CA preservative -treated wood recommend spacer -rials or other physical barriers to prevent direct contact of ACO or CA ervative-treated wood and aluminum products. Fasteners used to attach iieTrim Tabs to preservative -treated wood shall be of hot dipped -coated galvanized steel or stainless steel and in accordance to 2009 IRC 7.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). E!q flz�, 0 countersunk, fill &add nail Illy snug flush UN DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE sre should be taken when handling and cutting James Hardie@ ColorPlus@ products. During installation use a wet soft cloth or soft brush to gently wipe off any sidue or construction dust left on the product, then rinse with a garden hose. iuch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus Technology, iminate sheet must be removed immediately after installation of each course. nate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. s with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be under the James Hardie ColorPlus Limited Finish Warranty. NTING JAMES HARDIE®SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY n repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: the surface is clean, dry, and free of any dust, dirt, or mildew is normally not necessary 00% acrylic topcoats are recommended 0 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. pply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 0 NOT caulk nail heads when using ColorPlus. products, refer to the ColorPlus touch-up section HS11119-P3/4 05/16 y >o COVERAGE CHART/ESTIMATING GUIDE Num er of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK® LAP SIDING WIDTH SQ 51/4 6114 71/4 71/2 8 8114 91/4 91/2 12 (1 SO =1 OD sq.fL) (exposure) 4 5 6 61/4 6 314 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 5o 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 1 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 18B 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This overage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for o�, r or under ordering of product: I REC MON: In accordance with IMES Evaluation Report ESR-2290, HardiePlank® lap siding Is recognized as a suitable alternate to that specified in: the 2006,20D9,&2012 International Residential Code for One - and Tw Family Dwellings, and the 2006, 2009, & 2012 international Building Code,. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida i ting FL#869, Dade County, Florida NOA No. 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA223.93-M, and California DSA P 19. These documents should also be consulted for additional information concerning the suitability of this product for spec applications. © 201 ames Hardie Building Products. All rights reserved. Additional Installafl0n Information, TM, S and ® denote trademarks or registered trademarks of MR James Jardie Technology Limited. Hisaregistered trademark Warranties, and Warnings are available at JamesHardle of Jam ww Hardie Technology Limited. w.jameshardie.com PanelfaAt is a registered trademark of ET&F Fastening Systems, Inc HS11119-P4/4 05/16