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HomeMy WebLinkAboutNOAsMI�DADE BUILDING CODE COMPLLINCE OFFICE BCCO) PRODUCT CONTROL DIVISION --k,-- one Silver Line Drive North Brunswick, NJ 08902 MIAMI-DADE COUNTY, FLORIDA METRO-DADE PLAGLERBUIIAING 140 WEST FLAGLER STREET, SUITE 1603 M101I, FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375-2905 SCANNED BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ On areas other than Miami Dade County) reserve the right to have this product or maierial 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Series 2700 Extruded PVC Single Hung Window APPROVAL DOCUMENT: Drawing No. S-2248, dated 06/10102, with revision #2 dated 12/08/03, titled "Extmden r J ..6.v :.sng Window up to 52" x 73", sheets 1 to 6 of 6, prepared by R. W. Building Consultants, Inc., singed and sealed by Lyndon P. Schmidt, P.B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as.an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by.the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0729.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above_ The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03.1210.06 Expiration Date: September05,2007 Approval Date: March 04, 2004 Page 1 ti Silver Line Bnildina Products Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5-2248, dated 06/10102, with revision #2 dated 12108103, titled "Extruded PVC Single Hang Window up to 52" x 73", sheets 1 to 6 of 6, prepared by R. W. Building Consultants, Inc„ singed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of PVC Frame Single Hung Windows, prepared by Architectural Testing Inc., Test Report No. ATI-01- 41081.03 dated 11107/03, signed and sealed by Joseph A. Reed, P.E. 2.. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifotm Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of PVC Frame Single Hung Windows, prepared by Architectural Testing Inc., Test Report No. ATI-01- 41081 dated 05/22/02, signed and sealed by Allen N. Reeves, P.E. "Submitted under NOA# 02-0729.04" C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98 and structural analysis, dated 12/09/03 prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Anchor Calculations and structural analysis, dated 07/23/02 prepared, signed and sealed by Lyndon F. Schmidt, P.E. "Submitted under NOA# 02-0729.04" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office.(BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0523.01 issued to Silverline Building Products Corporation for "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/15102, expiring on 08/15/07. "fribmitted under NOA# 02-0729.04" F. STATEMENTS 1. Statement letter of conformance, dated December 09, 2003. 2. Statement letter of no financial interest, da y 23, 2002, signed by Peter R. Thornton, P.E. Theodore Bern u, P.E. Deputy Director, Product Control Division NOA No 03.1210.06 Expiration Date: September 05, 2007 ApprovalDate: March 04, 2004 E•1 Silver Line Building Products Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBAIUMM 3. Statement letter of conformance and no financial interest, dated December 11,2003,. signed and sealed by Lyndon F. Schmidt, P.S., 4. Statement letter of conformance and no financial interest, dated July 23; 2002, signed and sealed by Lyndon F. Schmidt, P.E. "Submitted under NOA# 02-0729.04" S. Statement letter of no financial interest, dated June 05, 2002, signed by Peter R. �"ornton, Director of Engineering for Silver Line Building Products. "Submitted under NOA# 02-0729.04" 6. Letter stating that Rick Wright of R W., Building Consultants has been contracted to represent Silver Line Building Products, dated June 5, 2002, signed by Peter R. Thornton, Director of Engineering for Silver Line Building Products. "Submitted under NOA# 02-0729.04" G. Other L Notice of Acceptance No. 02-0729.04, issued to Silver Line Building Products Corporation for their Series 2700 Extruded PVC Single Hung Window, approved on 09/05/02 and expiring on 09105107. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1210.06 Expiration Date: September 05,207 Approval Date: March04,2004 E-2 s 41MV BUIONC PIA = IbiP. 19LMUNE MULE NORTH BRUN4MM. TM CW02 PH. 732435.ECM MODEL SERIES 2700 SINGLE & TWIN EXTRUDED PVC SINGLE HUNG WINDOWS 7Hg pppl�C� GENERAL NOTES 1' 6�ILDIPNG CODES DESIGNED TO COMPLY WITH THE FLORIDA 2. p 0"VOS f1&prfRS,MAERISf BF NCHORED PROPERLY 3. PRODUCT ANCHORS SHALL BE A4 LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RA71NC SEE TABLE PAGE 1. 5. WHEN THIS PRODUCT 15 USED IN AREAS REQUIRING WINOBORNE DEBRIS PRODUCTS. FLORIDA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. S. THIS PRODUCT MEETS THE WATER REOUIRE14ENTS FOR NIGH VELOCITY HURRICANE ZONES. TABLE OF COM SNFtT ON DESCRIPTION 1 GENERAL NCT6 @ TYPICAL ELEVA710NS 2 VERTICAL CROSS SECTIONS ✓¢ GLAZING DUAL 3 • HOIdZOMAI CRO65 SECDONS h MULLION DETAIL 4 ANCHORING LOCATIONS S UNIT COMPUR"Ib ' 6 1 UNIT COMPONENTS & BILL OF MATERIALS MAX. D.L.Q. 47.0 ' L ' ie OHC n �l oz A p v // X Z �Ka d ny An % /" II I 52.0" MA%. OVERALL ---III FRAME WIDTH r 53' 73' SINGTE YANOOW SASH Sm 49.875' x 36.f25' DAYLITE OPENING S..M- 47' x 33.5' --4 MAX. D.L.O. 47.0" I- 105' MAX. OVERALL FRAME WIDTH MAX. D.L.O. 47.0 " O -I „ 12 0 ' C v S 'I ;w 1V 0 52.0'MAX. OVERALL r rm1 all 0 o.° // W 0 o� X� 9 AF o� W L 52' MAX. OVEHAU. i I FRAME WIDTH 1 53" x 73' SfM F WWD0'W Nj G RANGF- SASH SIZE 49.875' x 3f 25" DAYLTTE OPENING SIZE 4 WP It 33.5" DESIGN PRESSURE RAIING UNIT TYPE GLASS TYPE SINGLE UNIT ZVIN 1. 1LLED UNIT SINGLE UNR TIP TO 527 x 73" 5/8' - Ifir B1 GIA5S +62.0 'psi -68.0 Psf 5/]Z' INNF5/8' - 1/4' N0. - 5/3Y NINIALEO 5/B OIRWATED CUMSINGIE UNIT VP TO 52" • 62' 5/]2" NRIEM - 1/4' NR - 5/31' ANMAE➢ +60.0 psf -60.0 psf +60.0 psi -60.0. PO 5/8' I%WTEO GIASS 9Z1 UND UP TO 36' a 62' I/0- AIMEAUD - 3/B' AA - 1/5' MRMD +62.0 psf -68.0 psi �P45.0 PSI -50.0 psi 105' x 62" 7m WWDOM' SASH SIZE: 49.875' x 30.675' DAYLIfE OPENING SIZE. 47' x 26' 105' MAX. OVERALL FRAME WIDTH MAX. D.L.O. 47.0 ' i- m I 0 n O 52.0' MA VERALL FRVIAE WIDTH 105' 52' TMN WINDOW W/NAIUNG RANGE SASH SIZE 49.875' x 30.875" GAYLRE OPENING SIZE: 47" x 28' d' c N �'4x �I11Wi6Y I Bsl4xrhr o°c 6/10/0 spm N.T.S. M. ee: WU as eu RW m 5 2248 n4r11 aan I S_ MIN. EMB. I.M. F� SEE NOTE a 3 SAT. 2 C yE 2 MIN. N 1. o Li 9i e "a 1 2 Y5/32' � n �^ �� z ' c I'''rrnTIIIIIII GLASS NNFNID G�ecc5/16' uce jMZF�.TAL AIR SPACECER5/32' ANNEAIID.45' GLASS GLASS SITE g N G A71NG DETAI W/ 4 mm ANNEALED GLASS O• O 1 6 y 1/8' ANNEALED 8i• �o ov a N u GLASS ❑� 3/6' AIR SPACE 0 pp a METAL SPACER cl .45' GLASS� U GLASS 811E IG _ _ ERLAZINGODEELAIL>ING OJ=AIL W/ 3 mm ANNEALED CLASS NOTE 1. LOCATE OPERATING SASH LOCKS 7.5' FROM EACH ENO OF THE ACTIVE MEETING RAIL. FASTEN WITH (2) B6 x 3/4' SELF TAPPING SCREWS. 2 7 z 0 2. LOCATE SASH KEEPER 6.5' FROM EACH END OF THE MEETING RAIL. FASTEN WITH (2) 86 x 3/4' SCREWE- 3. 15 lb.. FELT MUST BE USED AS A WATER BARRIER. THE FELT MUST COVER THE NAILING FLANGE AND ANCHOR SCREW HEADS. 4. THE FRAME IS CONSTRUCTED OF EXTRUDIA PVC MEMBERS WITH AIMED AND WELD CORNERS. THE FIXES MEETING RAIL IS CONSTRUCTED FROM AN EXTRUDED ALUI..VUM MEMBER WITH A PVC CAP. THE FIXED MEETING RAIL WAS BUT D, SEAIFD AND FASTENED o AT EACH END WITH TWD f10 x 3' SCR /5. THE FIXED MEETING RAIL ENDS UTILIZE A MOLDED PLASTIC SCREIAySUPPORT. 1 H o 6110102 wiD N.T.S. ��FUgxYr1`BY LYi40•Y 00• Lai. oec. e6 WLN RW S-2248 rW A. F G o '•` 4 m .625" MIN. THK. / m SEE GLAZING DEIaL m .625" MIN. SEE SEE GLAZING DETAIL L, MIN. 1.33, EMS. o GG mi`r �, b• .. Q. f. G a� � b� ti •.' � L IYI p � W 2 b b m a o .625" MIN. THK. .625" MIN. THK. SEE GLAZING SEE GLAZING DETAIL DETAIL '626" MIN. THK. SEE GLAZING oErac pp y P60CV4T: P:vauet ppm+vi ovcom.nn mPene BYE i� !r EMHDDm PVC AWE... pp Wa aONBVL�E1Ri. R1C. w Y 3 m SINGLE HUNG WINDOW ✓1. P... sa. a]o Yalnea ti ]]]va Pnon. x..: el],ma.vroa e4 z — Prortaa B.ab m Pnr...mnm cnoa••n Iwo ADD MULLED UNITGFNFRAI REVISIONPERT OP ES]EMBLY: c.Nmvom DI Eu1p olf No. BBr] F zr In N G I D HOHIZOMMULLION p LOTIONS & B o] iyneen I. sebnitll P.E NO. ulna m L CENTERED BETWEEN 3ITyp. END SCREW & � WM RAIL SCREW J7 n L TIP. h .—L 7 31 TYP. CENTERED BETWEEN END SCREW dr 31 MTG RAIL SCREW TIP. —j IP SINGLE WINDOW W/NAIL FLANGE UP TO 52' x 73' A� NOTE: THE ANCHOR SCREWS AT1.25' FTE AND 2' f 10 THE 7/2' CENTER S LINE H THE MULLION ARE IfEN J33.AND A E 10 x 1 1ROU H rrEMS FLAT HEAD ULLIO METAL MOU SCREW AND ARE GOING GO THROUGH REN R31, THE BEAN MULLION NDUNRNG BRACKET AND GOING INTO THE S B BUCK. ANCHORING AT THE MULLIQN 5-2248 zU 1) UIXTRUOET PVC HEADER/ JAMB 0.070' WALL THICKNESS 1 0 OEXTRUDED PVC HEADER/ JAMB WITH NAIL FLANGE 0.070' WALL THICKNESS T 265- —J OEXTRUDED wC SILL 0.070' WALL THICKNESS O EXIBUOED FLANGE SKI_ WIfN µeh 0,070' WALL THICKNESS --{.791' r__, a 30 jw-R, .EEO PVC GTA2ING BEAD (HORI2.DNIAL / VERTICAL) 0.062' WALL THICKNESS OEXTRUDED PVC MEETING RAIL 0.075' WALL THICKNESS 6^�J��uIII Y .. OEXTRUDED PVC OPERABLE 7 SASH TDP RAIL 0.070' WALL THICKNESS a 0 0 1.346' I —I OEXTRUDED PVC OPERA LE C CN 6DIE 0.070' WALL THICKNESS � P a OUOUDEO PVC OPEPARI E cecH 99gm;os BOTTOM RAIL W/ PULL HANDLE MUD' WALL THICKNESS e E a .793' i--i —L oo' a N OEXBIIOm PVC G ATN. B AD (HORIZONTAL / VERTICAL) 0.062' WAIL 7HICKNEW NolW.T mVE® anal/Iu/V ��b41i�rIrY yy µT.S. A�� 0.03 mac A WLI we A RN 6w..G 14 5-2246 N Rem DESCRIPTION materiel . PYC N 2751 PVC 2 EXTRUDED Pvc su PVC 3 100RU0ID PVC NEEFM V GTP PVC 4 OIRLU0E0 AUAIMNN flFl IG R4R. TJ07 ALUM. 5 FXINWFD PiC GUTd1C 1 ,>o VVIFRIDpI PVC 6 FXIRUDED 61AIdIG I AD TJ17 PVC 7 0 C B mPVC 9 E2IT um PVC STLE 12908 PVC 0 17 STEEL affl l U4➢) LOG R4RDW. GO.VAMM) m SIID. 13 IVRIDOW SCREW a W'ODD MCK WOOD I b' S10N MITFRML 1fi SASN GRIt4R CUS70N CR4Ff PIAS7IC 11 PLASTIC 17 WHP I21vFR BODY ON lO7AFT I'fASOCS 264 PL4SnC 78 W® LINO F CRAFT PIASIILS 265 C Ig J ' PO.M CU510N ffMET PIASTIC 37G PLASTIC o f ' PIf10 L:USfOEI L7Nfi PIASRC 76 PLASTIC N .197 270 UL 2023W CLA.ZWG 5 ' ANNEALED CLASS G LUYATIIND UAW 1199 CONE 24 MT I1M STEEL 25 B s 1 2 PHIWPS PAH STEEL • 3 4' SEX TAPPDX SW" OEEL 7 1D I Y PHRILP9 PANIffAD SOMY >r J { PfOW M71151D SLTiEWSTEEL 29 DORUOED PVC M4N FRAIEE MY NAIL RANGE 2701 PVC 317 BOFD PVC M4ZWG BTM 221 31 10 s 1-1 2 SHEET WETAI SCREW STEEL 32 1115 b. FaT FELT 33 1 EXTRUDED PVC 5 WON /LVL flNIGE 2]03 PVC 34 fXMNOED BFAN 4UWON SYVEADO: 2773 fA61-g ALUM. J5 BEM AR3LID71 NOUNIM BIT/ I SP. 722 36 410. 1 1 2' PNN1P9 PANHFM NEEF IRTAL Sf27EW 178' o m t` I OEM mED GAZING FI40 0.062' WALL THICKNESS 2432' Oj EXTRUUEO PVC N MEETING R41L GAP 0.035' WALL THICKNESS ry Mu ON 35 2712 6063-T6 ALUM. N 11 \\1111IIuu// r—T UL {.187' 21 III TPAF EI WFATHERgM IV 325' F —L m —f O F]CTRLOJm "I7 AF4K MLnT6 UON SILVERLWE >D2723 6063 ALUM. ooc. RW IXulnNa ID: S-2248 11 Id MIA DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 James Hardie Building Product, Inc. 10901 Elm Avenue SCANNED Fontana, CA 92337 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hardiplank, Hardipanel and Hardisoffit APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanl, Hardiplank, & Hardisoffit Installation Details", sheets 1 through 3, prepared, signed and sealed by Ronald Ogawa, P.E., dated 4/13/99, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 4 99-0223.07 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0319.08 Expiration Date: May 1, 2007 (D Approval Date: May 23, 2002 Page 1 WALL LENGTH B DETAIL A I III I III III II I I II I II II II II I I II II II II II I I II II II II II I WALL IGHT II II II II II I I II II II II II I I II II II II II I I II I II II II II I I II II II II II I --A--JJ---JL--JL--IL-- B - } STUDS 16' O.C. DETI HARDIPANEL SIDING INSTALLATION DETAILS The panels are applied vertically, avoiding horizontal joints, over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga. x 3 5/8' x 1 3/8' steel studs spaced a maxinum of 16' o.c. When Installed on wood studs panels shot( be fastened with 6d x 2' long galvanized box nallsl on steel studs It shall be fastened with N8 x 1 5/8' x 0.315' corrosion resistance H.D. ribbed buggle screws. The STUDS (METAL fasteners shall be placed @ 6' o.c. around the perimeter of OR WOOD) the panel and Intermediate studs, driven through the plywood sheathing Into the studs. All joints shall be over studs. Nails and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from the corners. DESCRIPTION Hardipanel siding material Is o non asbestos Fiber cement product tested in accordance with ASTM C-1185 and meeting the requirements of the South Florida Building Code. PANEL DIMENSIONS MONGI1E'CNFAC" Width Length Thickness PITIoxw]Ipae HPdd, 48' 8.91I0' 5/16' &eNa 2-w •ad DESIGN PRESSURE RATING BPPNPr� •'• )' Installation Design Pressure ey Wood frame -76 PSF m �osol Metal Frame -104 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTIONS. THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS. AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. 2) 9Tubt OF METAL OR WOOD WHERE HARDIPANEL WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE SF.B.C. AND THE REQUIREMENTS OF THIS N.O.A. SECTION B-B 5/8' PLYWOOD SHEATHING WATERPROOFING PER 2704,6b OF S.F.B.C. iARDIPANEL SIDING AP1,801AD m COMPLYING VOTH THE SCOW WIDR BUILDING CODE PRODOR CONTROL Dim ON BOUNDING CODE CONFLIRNCE OFCICE ACCEPIMICE NO. -W� HAROE FONTANA, CA 92337 ❑jAMES BUILDING PRODUCTS - USA 909-396-6300 gY/fd)ItR LF)rtfA FAx5 909-427-0634 TNP a.a.0 a th. cpvtlwreh arr enr Praaperty eAe above companydlFx< y and accarmngl wre the dradn0 nvst mat be c Plyd cr repraducea HPNL3/31/99 -8% h any rcUe k Yvrn whotserrrn g9ET N0. T'HARDIPANEL® INSTALLATION — NITS SOFFIT LENTGH B _ I --7——---�r--��--�r-- II II II II II SOFFIT II II II II II WIDTH II II II II II II II II II II II I II II II II II II II II II DETAIL A SECTION B—B DESCRIPTION HardisoFFit panels material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the South Florida Building Code. SOFFIT DIMENSIONS Width Length Thickness 54B' 8,9,10' 1/4' L 5/16' DESIGN PRESSURE RATING Installation Design Pressure Wood frame t53 PSF Metal frame s 53 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTIONS, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS. AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. 2) JOIST OF METAL OR WOOD WHERE JOISTS IS' O.C. BE DISIGNE WILL BE INSTALLED SHALL HE DESIGNED BY AN ENGINEER OR APPBOVEB As caMPLn"G wrtN rxr ARCHITECT PER THE S.F.B.C. AND THE mum RDIIq/ BUIl01N0 OBOE DETAIL A �� REQUIREMENTS OF THIS N.O.A. lYla„ -_ .. pq HARDISOFFIT PANEL INSTALLATION DETAILS The soffit panels are to be installed over minimum 2'x4' wood Joists or 20 go. x 3 5/8' x 1 3/8' steel Joists spaced a maximum JOISTS (METAL of 16' oz. When Installed on wood Joists Hardlsofflt shall be OR WOOD) fastened with 6d x 2' long galvanized box noilsl on steel studs It shall be Fastened with A8 x 1 1/4' x 0.315- corrosion resistance M.D. ribbed bugle screws. The fasteners shall be placed 4' o.c, around the perimeter of the panel and Intermediate studs. Nails and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from corners. HARD PANEL peDDULTDENEgBD .®N>ae2waN mrP®u. �dex Cade AaegevaN A241 NOR E.pinaoa M pT h MN m D h P001DUCT CONTROL OIV.SON BUILDING CODE COHBEANCE 01NCE ACCEPTANCE hi JAMES HARDIE 10901 ELM AVENUE / ❑ BUILDING PROOUCfS - USA FORTRAN. CA 92337 909-356-6300 fQSEYiaL h GEYaUPIEIIE fflOFA FAX. 909-427-0634 The draeFp o the omo lght trrreIn ere ene 6N1E 3/31/99 property of the chore caHWanv end acewmrply the 4rae4g must not be pled w r<preduced py Na: HSOFFIT-8% In any Mt.,kl form .hat...r.r. SHEET Na: D"CHARDISOFFIT® INSTALLATION a ' AT WALL LENGTH B II II II II II II II II II II JALL IGHT II II II I� II II II I II A$ STUDS 16' O.C. DETi HARDIPLANK SIDING INSTALLATION DETAILS The planks ore applied horizontally commencing from the bottom course of a all with 1 1/4' wide lops at top of the plank. The optional PVC cover molding 1 5/8' wide Is applied to the bottom plate under the bottom plank course. The vertical Joints must be over froning members. Optional PVC butt Joints Inserts are STUDS (METAL used for on -stud Jointing. The planks are to be Installed over 5/B' (5 ply) APA rated plywood supported by a minimum of 2'x4' OR WOOD) wood studs or 20 ga. x 3 5/8' x 1 3/8' steel studs spaced a maximum of 16' o.c. The siding shall be fastened through over lapping planks with Bd x 2 1/2' long galvanized box nails over wood studs or with BB x 2 1/4' long x 0.315' corrosion resistance H.D. ribbed bugle screws over steel studs. The fasteners shall be placed In the over -lopping area 58' o.c. vertically and 16' o.c. horizontally Into the studs through the 5/8' plywood sheathing. A distance of 3/4' from the edges shall always be observed. DETAIL DESCRIPTION Hardiplonk siding material Is a non asbestos fiber cement product tested In accordance with ASTM C-1165 and meeting the requirements of the South Florida Building Code. PLANK DIMENSIONS wxooOrrRexawm ' Width Length Thickness a„tlmMY�e.Me WefbMA 59 1/2, 12 6 14' 5/16' A a weplmsweoi-o7 ,pd DESIGN PRESSURE RATING EMbniwm wry Installatlan Design Pressure Wood frame -92 PSF Metal frame -92 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTIONS, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. 2) ,Tvos OF METAL OR WOOD WHERE HARDIPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE S.F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. SECTION B-B 5/8' PLYWOOD SHEATHING WATERPROOFING PER 2704.6b OF S.F.B.C. -ARDIPLANK SIDING ;. I:fA APPROVED AS CWPININO WIN Cam i ufm BUIIYIRD CODE PRODUCT CDh9ROE DIV:SUN BIIIWINC CODE COMMARCE ALCTPTAIIDE NO.Qq-a07.3 HARDIE 10901 ELM AVENUE ❑JAMES BUILDING PRODUCTS — USA FWTANA, CA 92337909-356-6300 Y RESEPROIw TflOPUENT 4)I13I FAY. 909-427-0634 TNz aaw�w ama ewe mpre+Rwe —re In ar ehe aNc 3/3l/99 property f ene above <a+pany ama apcnrdl',Dly Mc w0: me araame muse mat be cWled w reprmacea HPLK-4K8 In any material farm whaeeoeve . Imm Ia: HARDIPLANK® INSTALLATION scwt NTS ,. MI�DADE BUILDINC CODECOPIPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Puma Corporation 9040 Belvedere Road West Pmletr Beach, FL 33411 pilAbtl-DADECOUNTY, FLORIDA METRO-DADE FLAGLER BUILDING wo WEST FLAGLER STREET, SUITE 1601 MIAMI, FLORIDA 331,10.1561 (305) 375-2901 FAX (S05) 375-2901 SCANNED BY St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing ihe•use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (DORA) 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-Dado County Product Control Division (In Miami Dade County) andlor 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 high Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96.479 titled "0.063" Aluminum Storm Panel", sheets 1 through 3 or 3, prepared by Knczovich & Associates, Inc., dated 3/25/96, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. _ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatical ly terminate this NOA. Failure to, comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA numbcrpreecded by the words M)aml-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 499-0219.01 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No o2-0417.06 Expiration Date: April 19, 2001 Approval Date: lgay 16, 21102 Pogo I -2- miYRI ...wwv .Pmv:. F.eom .mx�l nonenn m[inOq T U� .I Or 1pv[fl.Gr I ur- OSTORM PANEL 6t.L9 vL•.•p-r n� .t.•wr 5 ANGLE r-.- ww Jl' la- nmnljr 1 - Q"h" HEADER llgL va-. O•.r .tle• =nr .u- i Il.rl wvntoAY - �\ID pIWF4 w'SiliSm. ula• OOPTIONAL ANGLE sulc v.-.a••r Fan.vw«l[D IP[pY [DNO[l a(•nl wl xFYw., O TYPICAL ELEVATION OWINuNUT 6C4[.F.LI <LL[ wa+nra Mo. 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