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HomeMy WebLinkAboutNOA'SIAN 0 9 2019 '-°"" " """ --------Z-J MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 3317"474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE ADF ACCEPTANCE P OA) w aniamidadeeov/economv James -Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCANNED BY St. Lucie County 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 (AHI). This NOA shall not be valid after the expiration date stared below. The Nfiami-Dade County Product Control Section (in Miami Dade County) and/or the AM (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 furls 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 ormaterial within theirju isdiction. 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 Buildmg Code, incluaiag the Ifigh Velocity Hurricane Zone. DESCRP'1TON- ^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, CemSoffrt Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 0424/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., 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 Section. MISSILE IMPACT III &MG: 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 1710.92 and 1710.93 on soffit panels. RENEWAL of this NOA shall be considered after &renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this produce 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 mnanufacuue 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 ADVERTiSEhiENT: 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 - INiSPECTION: A copy of this entire NOA shall be provided to the user by the manufactmcr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0406.06 and consists of this page 1 and evidence pages E-1 and 1 r2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M- Utrera, P.E- NOA No.17-0821.21 Expiration Date: May 1, 2022 Approval Date- November 30, 2017 *Ij2%1? Page 1 FILE COPY ----James-Hardie BaildineProducts-Inc.— — -- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submmed under NOA # 13-0311.07" 1. Drawing No_ PNL, PLK & SOFF, titled "HardiePanel, CemPaneL Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, Cem3offt Panel; lncYallation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald L Ogawa, P.E. B. TESTS "Submided 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, HardieSofnt and HardiePanel, prepared by Imertek Testing Services NA LTD, TestReport No. 100733361COQ-0041 dated 08124/2012, with revision 1 dated 04/2512013. signed and sealed by Rick Cudreet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/19/96 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. CA.LCULATIONS I. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL 1. None- F. STATENENTS "Submitted underNOA #.15-0122.04" 1. Statement letter of code conformance to the 5'h edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. /t (/yy�2017 Carlos M_ Utrera, P.E. Product Control Examiner NOA No.17-0821.21 Expiration Date: May 1, 2022 Approval Date: November 30, 2017 E-1 ----- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. - None. B. TFSTS 1. None. C. CALCULATIONS 1. None. D. QUALl'TY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E MATERIAL CERTMCAT IONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6h Edition (2017) FBC and of no financial interest issued by Ronald I.Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I.Ogawa, P.E. tt VIVO Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0M1.21 Expiration Date: May 1, 2022 Approval Date: November 30, 2017 E-2 Stud Sparing et 18" 0,C. BH 1. 11 _--•+ �.�_ ...h— �.a--- ' via... peen yIT rmmQrj�ii0e �II.aTM/ ; , i FXpiry"daPai.4 #, a Illy Mimai ado 1 .. FSSPL7 �d RENEWED — with the Florida 06101/2022 »I M1.16 REVIBOb with ilia Florida NOA-No. 17-0821.21 EwplmtoonO o0810112022 my— Mlrtmfb / rodaa on ro 318" Minimum Edga Distan Darla at 16' O.C. (tyfl,) sheathing fattener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempnnel, Prevelf Panel Siding Florida Bw7ding Code 8edon 1404.2 6fe" thlul(l 6 pry APA rated plywood sheathing fastened In accordance wltt Florida Building Code SW10n 2322.3 2" X 4",eP.F Wood Studs The wail and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida BuOding Code. SEE DETAILA P�oouc7�E.aCtidPTTOtI HardiePanelb, CeMPenel®, & Prevallo Panel Biding materiels are BIB'WctclBpyPPA reled nonnabastos fiber-mment products a/W UW d A tested in accordance %!rift ASTM ( padna Ci188Gradell,Type Aand maeUng ` pccooiancevAOtWorida � the twementnofthaFk+rida . BuNIngCodeStaon Building Coda, 18223 PANEL Wtder-rehlslivo Length Wion9th Thickness djh batdarper Floridada B;9,10' 0118" BuldtngCoda 8ecilon 14042 y PRpSetlR�eR TINCz 2' X 4' a-F-F Installation Design Pressure Wood Stude •78 psf Wood 3Wds HprdtoPenat, lmpacLRo3lstsm— Planks fehIBnN falSe2lS?N�B valPaml APA atedplywacdsathing Pm aldlo9 + All IrtetaliatonshaU bo dons in oonfmmencs w h thin NtNea ofA�ceptance, tie manufiaeturees Installation recommendations, and the 9pplicabla sections of the Florida Building Coda. • Wood studs where HardiePanel, C9mpanel, Pravali Panel Siding will be Installed shall be designed by an Fnglneer or Architact per the Florida Building Coda and the requirements of this + (Nota 11 eta" thick! B ply APA rated plywood sheathing shall be attached to the sh4s In accordance with Florida Building Code Section 2322.3. • The sldtng panels shad be InsiaBad over 518• thick / 6 ply APA rater) plywood sheathing supported bye minimum ois aIha SP-Fvrood studs spaced n mexfmum of 1di C.C. • [Hots I I siding panel faslaner analI be a 2" long, 0223"hoed diameter, 0,092' shank �dlnad r,wrroslan reslefard aiding luthefactonetsshabespaced at8Oatpaneledgsatsnnediatestuds; the fsatanersshallbatlrNenthroughthe ea" 1hkJc!6APA haled psheathing intood atuda !skatedat16"C.C.Fnem shall have a mfnlmum edge dtatenco of Wa., and o minimum dearanca of 2" from comers. HARDIEPANEL, CEMPANFL, PREVAIL PANEL INSTAU.ATION DETAILS WOOD STUD CONSTRUCf1ON Jamas Hardie BUUdIng Products, Inc. 10991 Elm Avenue Fontana, CA 92M PNLPOLl(SOFF Creator: E,Gonzales Isms 1f2•=1b' l Data.UX2013 (stasr 10F12 Fastener Bullding t •t1ttlDuct Fastener19JIng per Florida at •o+y^t �m'F �' Bullding Code Seallon 2322.3 ASIED n W. Florido PRODUCT REMED PRODUCT RENEWED 7.0021.21 mcvnplyf vtbftFlm+d• Bdgdieii Cato as eom ryICon with theFlorida Buildln0 do 810112022 n 4f '• No Q'�� % NOA-No._17-0406.06 �' Expiretlon o0B10112022 on • • M d,f pradnctCb+,trol . g Y Mleml- a dua�at Contra EBAMMQ • NOMINAL 2" X 4" S•P•F WOOD STUDS 10" O.C. FASTENED WITH 9.112' 1Bd COMMON NAILS (2 PER TOP AND BOTTOM CONNEOTION) THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED SY THEARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE W-9kThm • NOMINAL SIS"THICKISPLY APARATED 13L'YWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA SUILDNG CODE SECTION 2322.3 �4A3).GlNCz • THE PANEL IS FASTENED WITH 2• LONG, 0.223" HEAD . DIAMETER, 0.0921' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS S" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding I Framing Sheathing I•I 'G'Pp' , FC0 O t�i I•I z ��SSIONA FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGMACTION AND GRAVITY LOAD ARE 140T PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAILPANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie 6uildln0 Products, Inc, 10001 Clm Avenue Fontana, CA 02337 0 2 • B34 A I I PNL�RLK•SOFF t Creatoe E. Gonzales toag t" ■ T b' • Dnio14PSA12019 ISMU 20F 12 -WALL t16"O. TH— ' Stud Sparing of 1GO.G T yin&wtrhU F1or4M d,1t1 1 ar 1.v7 N0, r � �� {r• 10 STATE 17-0821.21 an eomplymg with the Florida Building Code NOA-No. 17-0406.06 SEE HarclaJ� alS, Ce partpi1 DETAILA Pert [ Sidinl®, atemp& are®, B, Ptevsti Penal Siding maerlels sra none&bes4 — N 6W thick/6 ply APA rated fiber-oement products tested In ply++ooa sheathing fastanod accordanca w101 ASTM C1108 Grade (/ry, �'-/,-. �� famotatsh sheathing TypeAandmeeting the Mqulremords In Nota 1 the Florida Bullring Coda. Watet`resistiva ?1 .y <bordarpar Fladda Vy�dth LOOI Thl lBatie f '1fr sulldtng Code i j�4,q► Sectlon�1404.2 P=N�RESSIIBJ'ijATJNO Installation Design Pressure gage, 3.616" X 1-616" Metal Studs -104 psf �C?1 MaW C stud ._. ......�•------.'*. -.. .- plrtr HonllaPenel, PanelInstalled i•• p,9.B companol, Panel nallod over 618"thtolrlS Py CN Naga at 6 O.C, (yp.) Provos Panel APA rated plywood sheathing 3/8"Minimum Edge DistancesWlnp Sheathing fastener, as described in Nate 1. Panel fastanor, ad described In Note 2 HardlePanela Siding water raslstivo barrier per Florida Building Cade SOC60M '1404.2 Wa"thlok / 6 ply APA rated plywood sheallting fastened to metal studs as desd'i'bed In Note 1, 209a, 3-SAIIX 1418" Metal Cstud The wall and soffit hires are to be designed by the Arahllnot or Engineer of Remrd In compliance with the Florida Building Code, kt@EtRIl;.2r1b1E��B�lye6NF.1b.F1�'9Lt.f?11N.FJ,�SL41PlA?�1,47AI.J„&71R1��BIH11,�4 • ' All Installation shall be done In oonformance with thin Notice of Acceptance, the manufacturers Installation recommendations, and the applicable ser.Uone of the Florida Building Code, • Metal elude where HordlePanal, .Compenel, Prevail Panel Slding will be Installed shall be designed by an Engineer orArclrftect per the Florida Building Code and the requirements ofthl N.O.A. • [Note 116/8" thick 16 ply APA rated plywood shaatlling shall be streahed to metal studs atWoi at panel edges and all Intermediate supports using a No.8-18, 0,316' head diameterx 1-114' la bugle head sorew • The sld(ng panels shall be installed over 6/8"thlok/8 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal3.818"X 1519" Metal C-studsepaced a me)dmum of 1 O.C. • rNote 21 The siding panel fastener shall be a minimum No. 8-16, 0,816" head diameter X 1511 long* ribbed bugle head screw (*or screw shall have at least a tuft threads penetrating metal framing); the fasteners shall be &paned at 6" D.C. at panel edges and Intermedlate studs; the fasteners &hall he driven through the $10" thick / 6 ply APA rated plywood sheathing Into metal studs located at 18" O.C. P Fasteners shell have a minimum edge dlstanra of 318" and a minimum clearance of 2"from comem. HARDIEPANEL,CEMPANEI PREVAIL PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardle Building Proiduota, Inc, 109016hn Avanup Fontana, CA 02837 PNL-PLK-SOPF Croaker' E. Gonzales IWALS' 11211v T-V' I Data, 4/240013 IrnlaeT 3OP12 17-0821.21 an eomplymg with the Florida Building Code NOA-No. 17-0406.06 SEE HarclaJ� alS, Ce partpi1 DETAILA Pert [ Sidinl®, atemp& are®, B, Ptevsti Penal Siding maerlels sra none&bes4 — N 6W thick/6 ply APA rated fiber-oement products tested In ply++ooa sheathing fastanod accordanca w101 ASTM C1108 Grade (/ry, �'-/,-. �� famotatsh sheathing TypeAandmeeting the Mqulremords In Nota 1 the Florida Bullring Coda. Watet`resistiva ?1 .y <bordarpar Fladda Vy�dth LOOI Thl lBatie f '1fr sulldtng Code i j�4,q► Sectlon�1404.2 P=N�RESSIIBJ'ijATJNO Installation Design Pressure gage, 3.616" X 1-616" Metal Studs -104 psf �C?1 MaW C stud ._. ......�•------.'*. -.. .- plrtr HonllaPenel, PanelInstalled i•• p,9.B companol, Panel nallod over 618"thtolrlS Py CN Naga at 6 O.C, (yp.) Provos Panel APA rated plywood sheathing 3/8"Minimum Edge DistancesWlnp Sheathing fastener, as described in Nate 1. Panel fastanor, ad described In Note 2 HardlePanela Siding water raslstivo barrier per Florida Building Cade SOC60M '1404.2 Wa"thlok / 6 ply APA rated plywood sheallting fastened to metal studs as desd'i'bed In Note 1, 209a, 3-SAIIX 1418" Metal Cstud The wall and soffit hires are to be designed by the Arahllnot or Engineer of Remrd In compliance with the Florida Building Code, kt@EtRIl;.2r1b1E��B�lye6NF.1b.F1�'9Lt.f?11N.FJ,�SL41PlA?�1,47AI.J„&71R1��BIH11,�4 • ' All Installation shall be done In oonformance with thin Notice of Acceptance, the manufacturers Installation recommendations, and the applicable ser.Uone of the Florida Building Code, • Metal elude where HordlePanal, .Compenel, Prevail Panel Slding will be Installed shall be designed by an Engineer orArclrftect per the Florida Building Code and the requirements ofthl N.O.A. • [Note 116/8" thick 16 ply APA rated plywood shaatlling shall be streahed to metal studs atWoi at panel edges and all Intermediate supports using a No.8-18, 0,316' head diameterx 1-114' la bugle head sorew • The sld(ng panels shall be installed over 6/8"thlok/8 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal3.818"X 1519" Metal C-studsepaced a me)dmum of 1 O.C. • rNote 21 The siding panel fastener shall be a minimum No. 8-16, 0,816" head diameter X 1511 long* ribbed bugle head screw (*or screw shall have at least a tuft threads penetrating metal framing); the fasteners shall be &paned at 6" D.C. at panel edges and Intermedlate studs; the fasteners &hall he driven through the $10" thick / 6 ply APA rated plywood sheathing Into metal studs located at 18" O.C. P Fasteners shell have a minimum edge dlstanra of 318" and a minimum clearance of 2"from comem. HARDIEPANEL,CEMPANEI PREVAIL PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardle Building Proiduota, Inc, 109016hn Avanup Fontana, CA 02837 PNL-PLK-SOPF Croaker' E. Gonzales IWALS' 11211v T-V' I Data, 4/240013 IrnlaeT 3OP12 ._. ......�•------.'*. -.. .- plrtr HonllaPenel, PanelInstalled i•• p,9.B companol, Panel nallod over 618"thtolrlS Py CN Naga at 6 O.C, (yp.) Provos Panel APA rated plywood sheathing 3/8"Minimum Edge DistancesWlnp Sheathing fastener, as described in Nate 1. Panel fastanor, ad described In Note 2 HardlePanela Siding water raslstivo barrier per Florida Building Cade SOC60M '1404.2 Wa"thlok / 6 ply APA rated plywood sheallting fastened to metal studs as desd'i'bed In Note 1, 209a, 3-SAIIX 1418" Metal Cstud The wall and soffit hires are to be designed by the Arahllnot or Engineer of Remrd In compliance with the Florida Building Code, kt@EtRIl;.2r1b1E��B�lye6NF.1b.F1�'9Lt.f?11N.FJ,�SL41PlA?�1,47AI.J„&71R1��BIH11,�4 • ' All Installation shall be done In oonformance with thin Notice of Acceptance, the manufacturers Installation recommendations, and the applicable ser.Uone of the Florida Building Code, • Metal elude where HordlePanal, .Compenel, Prevail Panel Slding will be Installed shall be designed by an Engineer orArclrftect per the Florida Building Code and the requirements ofthl N.O.A. • [Note 116/8" thick 16 ply APA rated plywood shaatlling shall be streahed to metal studs atWoi at panel edges and all Intermediate supports using a No.8-18, 0,316' head diameterx 1-114' la bugle head sorew • The sld(ng panels shall be installed over 6/8"thlok/8 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal3.818"X 1519" Metal C-studsepaced a me)dmum of 1 O.C. • rNote 21 The siding panel fastener shall be a minimum No. 8-16, 0,816" head diameter X 1511 long* ribbed bugle head screw (*or screw shall have at least a tuft threads penetrating metal framing); the fasteners shall be &paned at 6" D.C. at panel edges and Intermedlate studs; the fasteners &hall he driven through the $10" thick / 6 ply APA rated plywood sheathing Into metal studs located at 18" O.C. P Fasteners shell have a minimum edge dlstanra of 318" and a minimum clearance of 2"from comem. HARDIEPANEL,CEMPANEI PREVAIL PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardle Building Proiduota, Inc, 109016hn Avanup Fontana, CA 02837 PNL-PLK-SOPF Croaker' E. Gonzales IWALS' 11211v T-V' I Data, 4/240013 IrnlaeT 3OP12 RlINEWED with tho Florida 17-0406.06 T ,t•05/01I2022 6.00in. puonut:rasvl:� o►aomNYl+'8 wilAtheF6otfida A�1Ro �31�!7 F�1d F �C �Catad Ii II I' II 6,00tn. I I -j... I, I I II I•I II mcDucTREvtsED e �mlplylpg wIW IN) FlotldF vLmt w Tie Z tiwgsm Wte my iypQpp�d NOMINAL20 GAUGE 351E"X 1.6/8" STEEL 61'l1DS 16" O.C. FASTENED WITH SIB" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE . NOMINAL 610" THICK/ 6 PLY APA PATED PLYWOOD SHEATHING TO METAL STUDS AT Gr OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.6-18, o.31s, HEAD bIAME1ER X 1.114" LONG BUGLE HEAD SCREW .� rHHE PANEL IS FASTENED WITH NO. 8-1B, 0.3%l I•IEAD DIAMETERX 1-0' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE SPUDS Eryiretlon II ICI II 111 II II I,I II I I I � ICI 11 II II II I' I I I REVI$RD with tlho Florlds Cladding Fmming Sheathing 1,,4121 11t' STATE OF 0" !r FOR METAL AND WOOD STUDS. PROVISIONS FOR OIAPHIIAGM A0rjCN AND GRAVITY LOAD NOT PART FTHSAPPROVAL(MUSTPROVIDEALTERN)kTEPROV13lONSFORTHESELOAOS) HARDIFPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DUARS METAL STUD CONSTRUCTION dames Hardie Buliding Products, ins. 10801 Elm Avenue Fontana, CA02337 A I I PNL-PLK-SOFF Creator. E Gonzales is 1"=1'-0" Dute1414013 Isl/ecr 4OF 12 REVISED y ` erido 1t3140 Minimum LENGTH -- -------ryl sir, DBTALL A Dl3lonoo Sheapdnp fastener, as described In Note 1 Siding fastener, as described in Note — = Hsrdlo 5 & PravaliM Plank Lap Siding materials Ale"thltk16ply APA are nonaabsstos pben•cameni products tested in accordance with rated plywood ASTM C1186 Grade % Type A and sheathing fn 'acoerdth meeting the retiulementsofthe Plodda Bundlr,g Coda Florida Building Code. Section2322.2 FANALDIMMMA waloaraflieftva Width un�th '111lolmoas \barderporFlodda s8-1/2" 12 SM61 Meting Carlo Seaton 14041 R xp[�A�gB RA71MSi \2'x4°S•P,-F Installation Design Prebaure Wood studs Wood Studs -92 psf ------x—*—• yap srdlap ImPeU R®slslant- - `?si ON AL Planks tn'stalled over aw thick 16 ply at 16" O-C. (typJ '•..rrrrprN - 1.114•(all X e11S" APAreNd plywood sheathing lux thick starlet st ip I-lardleftnk, Cemplank, Prevall Lap Siding Water -re lstivo barrier per Florida Building Code Section 14%.2 V-M'thick 15ply APArated - -- plywood sheathing fastened RENEWED '-'—inaccordance with Florlds 1 with the Florida Building Code Section e 17-0400.00 �'3 ,te06/01/2022 2" X 4" S-P-F Wood Studa TnaMe end soffit frames are to be designed by the Arohltector Engineer of Record In Product Control- comoliancawih the Florida Bullding Codo. 04VM4L4F.CW17:.Of—Y1+4•A� �NLWsww�w�+w—�++vva•�k. _�___ - • All installation shall be done In a nformancewlth this Natice of Acceptance, the manufaclur®r o Installation recommsndedona, arxithe apdieeblo saotione o}the Florie� Dullding Ocala. • Wood studs where HeMlePlenk, Cemplank, Pravall Lap siding wlil ba Instfilled shall be designed by on Engineer or Architect perihe Florida Building Code and the requlrsmonts nPthla N.OA • [Note 13 618" thick 18 py APA rated p1yWOnd sheathing shall be athadlad iP the etude In accordance with Plodds Building Code 9ecton 2312.3. • Planks shall be applied horizonlaly commenoing from the bottom course otiha wag with 1••1/4" wide laps at the top of the planik such that the exposure area of each plonk Is 5 8-i/d "shan • [Note 21 The siding fastener shall ba a L-1/2° loop, D•223" head diameter, t).Og2shankk diameter, iamoto corrosion-realstant siding no 7ha siding Is tEatonal S 6.1l4° O.C. verdr�lly end 1B" O,G. hortzontslly; APA rated a rafasteners are driven Int3 wood placed In he Overlapping areal ppmbmat�y 8141 (from the bottom edge of the overlapping plank. s • Vertical Joints shall be. placed over studs. • The planks *hall be Installed over file" thick / 6 ply APA rated ptyvmod sheathing supported by a minimum of rX4" Wood studs s{ruced a meAmum of 18" U.C. • postaners shall hava a minimum edge distance of g/8". HARDIEPLANX, CEMPLANK, PREVAIL LAP SIDING INSTAL1A71ON 09TAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina ' 10001 Elm Avenue Fontana, CA 02337 PNL-PLKSOFF Creaator:I- Gonzales 0A 112"m 11.w I- Dalei41a412010 IeNaeT BOP 12 Fastener Bullding PRODUCT RI BCD as aj prying IMBED Florida Bonding a o , NOA-No. 17.0821.2.1 0.781n i.1 - Fastener per Florida RENEWED Bullding Code Section 2322A i with the Florida\ 0 17-0400.08 J.08101/217122 Uy aJ°P.adoct''°&MODUCT e«alellk s0,261n. Aelhenylo Apwytwa •�ANOMINAL 2" X 4' S-P-F WOOD STUDS 16" O,C, FASTENED WITH vw iBd COMMON NAILS (2 PER TOP AND ' BOTTOM CONNECTION • THE WALL AND SOFFIT FRAMES ARE TO 82 DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE PEWIMINA • NOMINAL 618•THICK15PLY APARATED PLYWOOD SHEATHING' FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 232E3 AL&Qi11HS9 PLANKB.OVERLAP 1.1/4' + THE EXPOSURE IS 4.11N' • THEPLANKS ARE FACE NAILED WITH 2-III'LONG, 0.2^.9" HEAD DIAMETER, 0.002'' SHANKDIAMETER, CORROSION RESISTANT SIDING NAILS,'PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANKAT EACH STUD LOCATIOt, FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION NOT PART OF THIS APPROVAL (MUSTPROVIDE ALTERNATE PROVISIOt ' I I �I Cladding I Framing I • Shoalhing 1121 3 OF MWLOAD ARE THESE LOADS) HARDICPLANK,CCMPLANK,PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Her& Sullding Products, Ina 10901 Elm Avenue Fontana, CAB2337 Fax 009.4 7-0634 A PNL-PLK-SOFF I 1 Owl= E. Gonzales I&OAM V m 1'-0" 1 DoW7 4124/2013 JaHEET a OF 12 I] 4---I REVISED W4' MWImum r wnh th. Florida akd FMxift ee comptyln with tlse Florida Euildlrrg Coda NOA No. 17-0406.06 EMplrrdion W05101/2022 SEE 51e91hW5 piyAPA '-- rated py"od are shoaling fastened Pro to metal studs as A� , In Note 1 me,dasedhad Flo] WateMOBIDtIYe and 1s tested In acoand ane0 With C119S Grade 11, Type A and g the requirements of the Building Code. - e !1. \hoderperFlorldo pJ,p b�)p)p)g Z " �d'•� - Build Cade Width' Length Thickness try s Searldn14a4.2 59.1/2' 12' 6116" �1.fi u&rtod Coeriet 7't• i 20ge,aSfil 1�s18• g r Moral Cstud rr � Installation Design Prof .... .._......_ L.? ;,,-� ..,,?• flardioPlenk, Metal Studs •92 pat mplanlr, Flume _ Lop Soling Impact Raeletent— Distahca Malls at1i"6.C.(yp) 1.118'tollX6116- Planks InetNledover Ufa" thlol lhlekaWleraMp APA rated plywood sheathing j1&W—I yj( D�MPLANI( PRE,I(/� �•P BIDINCa INHTAt LA�T DM1I��u,ti Sheathing fastener, as SheathedlnNeter All Installation shall be done In conformanoewlth Ihls Notice of Acceptance, the menuracturer's instollatlor recommendations, and the applicable sections of Ora Florida Building Code. describMetal studs where HardlePlank, Complank, Prevail Lop Siding vAll be installed shall be designed by nn Engineer or Architect per the Florida Building Code and the regWramonta of this N•O,A • [Note 115/6'thick/ 6 ply APA rated plywood sheatrain9 shall he attached to metal studs at 6"e0 at panel Siding fastener, as edges and all intermediate supports using a No,&l8, 0.316" heed d}ometerx 1-1/4' long bugle head Germ - described in Note 2 ' Planks shell be applied horlt"lly commencing from the bottom couran of this wall with 1.1/4 wide laps r the top of tha plank such that fine exposure oleo of each plank le s 8.1/4" vertically. [Nora U The siding faatarlershall be a minldlum No. 0.18, 0,316" head diameter X 2.114' long' bugle lies HardlePlank, straw over metal studs ("or screw shall have at least 3 Ng threads penetratind metal framing); The aiding — ComplenN fastened 5 e-114 O.C. varttcally and 16" D.C. hodzonlaly; fasteners am driven Into metal studs through a thick 16 ply APA rated plywood sheathing,1astanore are placed in the ovodopping ereea approximately 314 Proven lisp Siding from the bottom edge of Una overlap plank. Vertical joints shell be placed over studs. Water4asisilve The planks shall belnstaned over 6/Wthick 16 Ply APA rated p red sheathing supported by a minlmum barrier per Florida 20ga, Nominal 3.51WX 1.5/9" Metal 0-studs spaced a maxim or 16" D.C. Building Code Fasteners shall have a minlnwm edge distance at 318 , 8ectlbn 1404.2 WEAU)w HARDIEPLANK„ CEMPLANIC PREVAIL LAP SIDING 5 APA rated INSTALLATION DETAILS METAL STUD CONSTRUCnON 8/8"thick 1 ply plywood sheathing fastened to metal studs as described in Note 1 20ga, -Wlin X 1.1116" Metal C alud Tla6 van and sollltfremes are to be designed by the Arohiteot or Engineer of Record In compllance with the Models 8ullding Coda ,Creator. E, Gonzales James Hardly Building Ptoducts, Ina 10901 Elm Avenue Fontere, CAe2937 PNL-PLI<6OFF t/2"mIll" I Dgiv41201113 jbkW 7OP12 .I • I . :L PRODUCT RENEWED a� comnlyylnaU wltit tho Florida nutIding Qodo NOAdJo. 17-0406.06 iEVISEO With tha Florida I. T- 6.00In.00 �.- I.I •I. 1I i ` I UCCREVISIM d.o17a•iAa 1'1t0 wlWdx FbtIN IM - I . Claddfrlg Froming i Shoothing U. -i FrkaCoaorol Xr e • �j •.'I ATE �F s825In. x ��F •. [QR10? G�'1t•1 s - • •NOMINAL 20GAUGE 3S18"X18/S"STEEL STUDS 16" O.C. FASTENED WITH &W LONG RIBBED BUGLE BEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION • THE WALLAND SOFFIT FRAMES ARETO DE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND ORAVI7Y LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDEACPFRNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE ' H NOMINAL 618" THICK 10 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT WOO AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8.18, 0.310" HEAD OIAMETERX 1-1/4' LONG BUGLE HEAD SCREW HARDIEpl,ANK, CEMPLANK, PREVAIL LAP SIDING � PIAB OVERLAP 1-114' INSTALLATION DETAILS METAL STUD CONSTRUCTION • THE EXPOSURE IS $ 8.1W JamOs Radio Bullding Produota,.inc. • THE PLANKS ARE FASTENED NTH NO. B-18, 0,316' 0 10801 Elm Avenue HEAD DIAMETERX 2.1/4' LONG CORROSION- Fontana, CA 82337 RL781STANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVEATLEAST 3FULLTHRFADS 'Ona,B Ba•e• 300 a peouwa awaun PEN ETRATINGTHE METAL FRAMING), PLACED 3/4" UP FaX 80gw27.0634 A PNL-PU(•SOFF 71 PROM THI= BOTTOM EDGE OFTHE PLANK ATEACH Creator.E.Oonxales sGLp 1"e1�-0" Date.n17n12073 BH90' 80P11 etr m i nn nrm�i expinaon expiration Stud Spacing at 18" O.C. SEE pl3oet,crnsftR[ps[QN DETAILA HsrdlaBaffilm & Cenisoffif® materials are nonasbestoo fiber -cement products fester accordance withASTM C1188 Grade 11,1 l and meeting the raqulramsntsofthe Flod / Building Coda 2" x 4" S•p-FItLI 1 Wood Muds Width LengthThickness 4' IT 114, A.43it3d.�@E�e_u:@�.Stt.T1NQ Hardlosofet, Installation Deargn Pressure CcrosotOt -Wood Studs -70 par f Nallsat4"O.C.(typ.kep=a¢vtaFlo PaoDUCfBEVfa(Yj ,`t �= 318" Minimum Edge Olstanca ra000lptft WiEhhaF%" a"en'boywhf%ftvk da 6andtng t'kde . No. 4 21- 1� AMr fir' -03 1,0 �A `• STATE OF lay DF791t s` . efdlR'Zinbaa M fmauu Yet kf.BSR1EiStQPEU,.BEM&o_pgLZ,PAt�.E1.J1NSxAIJ.1JJAALRfJAU-� - Soffit festenor,as • All Installation shall be dome, lnconformance with this NoticeofAcceptance, the manufacturar's described In Note 1 '� Instalaflon recommendations, and the appgosble section; of the Flodda Building Code, RENEWED • Wood studs where HardleSoHlt, Cemsofrrtwill be Installed shall be designed by an Engineer or with tho Fterlda 1 Architect perthe Florida Building Code and the requirements ofthis M.O.A. 117-0406,08 HordleSofflt,CemsoHit i The soffltshag beInstalled over mfnlmum2"X4"S-P-Pw*odstuds spaced amaxtmumofIs' O,C, [Nate 11 The soffit fastener shag be a 2 Idng, a.= hand diameter, 0.092 shank diameter, corrosion resistant aiding nail; the fasteners shall be spaced at 4" O.C. at panel edges and t,0610112022 _� intermediate studs; the fasteners shell be driven Into wood studs laaatpd at 18' O:C. • Pasteners shall have a mlhlmum edge distance of 318' and a minimum clearance oft" from comers. I '% HARD]ESOFFIT, CEMSOFrjIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2" X R' S•P-F Wood Studs James Hardle Bullding Products, [no. The wall and soffit frames are to he a 10001 Elm Avenue designed by the Architect or Fontana, CA 82337 Engineer of Record In compliance hone: 6 300 sea P4614uo AS"--"" with the Plorida Building Code, F 0 -427 A PNL-PUC-SOFF Creator. E. Gonzales ;re.a la, 1'-0" 1 Dete:412412013 Istiarr. DOF12 Expiration Cladding • Framing• PRODUCT RENEWED as complying With tho Florida Building 4 Coda NOA-No. 17-0406.08 ' Expiration De OW01/2022 4.00I�.. MIam1- Pro Contra uet • mabucr BavlaFn PwDucriav sw >\. ,, + If GAWK;\'� dnF7nvida wl,hihei47dx Bdp" . Bom�plCode � �.. ••••i47• ooft Axaptwn •d ,.�rNo a�Jl.a� b 7. raptrpdor nMn r7 ,flit •, Z �4aan iNO, 121 � ; C11naN . Mfam' Ihido I'roaic5 a w� STATE OFM. ORN ,L 2" X 4" S.P•F WOOb STUDS 13" D.C. FASTENED 1r2' 18d COMMON NAILS (2 PER TOP AND 8070M FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE J. SOFFIT FRAMES ARETO BE DESIGNED BY NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) DOECT OR ENGINEER OF RECORD IN COMPLIANCE IF FLORIDA BUILDING CODE _ FFIT IS FASTENED WITH 2• LONG, 0.223" MEAD HARDIESOFFTT, CEMSOFFiT PANEL ER, 0.06211SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION ANT SIDING NAILS, PLACE NAILS A" O.C. AT PANEL AND INTERMEDIATE STUDS James Hardle Sutitling Produota, Ino. _ 10801 Elm Avenue Pontana, CAE2337 A Creator, E. Gonzales 10.11.04 1 0sts; 412d12013 (slleaY loop Y -WALL LENOTI I Stud Spadng at 18" O.C. >> I iPRODUOT RENEWED �:oo ,I complyyingg with the Florida , IFBulldlnB Coelo VALL NOA-No. 17-0406.06 , 210E .I Expiration bin 05/0112022 , I4 By I'� I�Mlam-D ,nduci Con rod B { a--.- REVISED with tbo Florida A.E &,6 Naps at S" O,C, (typ,) 310"Minimum rigs Distance Soffit fastener, as described In Nola I HerdieSofnt, CemsolPt 20ga, 3.6I8" 41-6/8" Metal C-6tud The wall and sofatfremas are to be deeignecl by the ArcHteot or Engineer of Record In compliance with the Florli Building Code, SEE DETAILA l� 20g% 5.518"X 1-518' etal o•stud Hsrdleeotet, . Cernsot0t P39IaS�iflEFGi3,B?UAhI Hardlo9ofAt61 & Cemsolflt®nlatedels are nonasbestos tlber-cemantproducts tested In accordance with ASTM 01188 Grade It, Type and mea ing the requirements of the FloridaBullding Code. k0EE OIAAENBIM Width Length Thloloass a' e' VV Pressure >�$ IitOlR7CrhEVL4LID 4 ®a te widrr.FWf6 "I y aalgt9cof Anxpl"Wa l3"R.�laa" 1 D' 1i Am"= � 5rgrdna ete� C 9 ' STATE or esE A et ' a' ads co I,et �2� IpRIDf� inip-go IT- CEMSnFFIT PANEL INSTALLATION DETAILS ~~'s/ONAL E.V' Installation racommendatlons, and the applicable seodons of the Florida Building Code. • Metal studs where HardleSDffft, CemsolHtwlll be Installed shall be designed by on Engineer I Architect par the Florida Building Code and the requitement$ of this N,O.A. • The sofflE shall be instailed over minimum 20go, Nominal3•a/S" X 1.6/B" Metal CMsluda apacr a mwatum of 1t7' O,C, • [Note 11 The coMtfattener shell be a minimum No. 8-4e, 0.316" head diameter X 1-114' Icry ribbed bugle head screw ('or screw area have at least 3 full threads penetrating metal ' framfr iha fasteners shall be spaced at S" O.C. at panel edges and Intennadiatestuds; the fasteners shall be driven Iran metal etude located at 16" O.C. • Fasteners shall have a minimum edge distance of 318" and a minimum durance oft" from comers. Creator.S. Gonrelso HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 1080'1 Elm Avenue Fontana, CA B2337 PNL-PLK.SOFF Datm 412412ota IeaadT 11 of 1'2 t 7 -. 6.00In. meousm PRODUCT RENEWED � y�hgMn¢rtMedWT40116 an comp C1ygingg with tho Florida B�kln3 G+ile • naildlnntla 7 ApNn s J NOA-No. 17-0400.08 N0 11.C� FX01ratmn 06101J2D22 �. gphelkn 41� nY • er � • 1vjGa a Ffn�id � nr pndm—� t Mlaml-D d product Control 0 Cladding Framing g a: • NOMINAL20GAUGE3-613"X 1d/81STEEL STUDS I6"O.C. FASTENED WITH 51W WAFER HEAD SCREWS (2 PER 1'OP FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND B0170M CONNECTION) ' NOT PART OF THISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED . BY THE. ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 21 Sa HARDIFSOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH N0, S-18, 0,316" HEAD"90D-358-8300 INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1-114' LONG CORROSION RESISTANT RIBBED_ BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 Hardie Building Products, lna PULL THREADS PENRTRATING THE METAL FRAMING), RLAOt3James SCREWS W O,C, AT PANEL EDGES AND INTERMEDIATE10501 Elm Avenue STUDS Pontana, CA=37 sue r80M NO ow no RE Fax 908 27-0634 n PNL-PLK-SOFF J ' • OreilOn E, Gonzales sca,a t•v1'•0" Date:412412013 6He6T 120912 JAN 0 9 2019 T. Lucie County, Permitting — MIAWDADE — - -- MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.Qov/economy PGT Industries, Inc. SCANNED 1070 Technology Drive BY NorthVenice, FL 34275 St. Lucie County 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 falls 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: Series "SH-700" Aluminum Single Hung Window — L M L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum_ Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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. T ERIVHNATION 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# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above_ The submitted documentation was reviewed by Manuel Perez, P.E. No.17-0630.08 : March 26, 2021 � )1 rt� FILE W te: ovember 30, 2017 11 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 67-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fired window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasee spacer system, Super Spacer® NXTIM spacer system and XL Edgem spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FIT,-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E_ (Submitted under previous NOA No.16-0714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel er P.E. Product Coutro E Hiner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmEp) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL 4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) WE Mabel er P.eErProductCr IEx NOANo. 0.08. Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and FBC 61 Edition (2017), dated 06122/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. 1711,4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No_ V11, 4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08110105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0 714.06) W�IIVUKIM 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03126/21. b r P.E. Product Co rol E miner NOA -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 6/18' LAMI CONSISpyTI�N�G OF (2) LITES OF 1/8' ANNEALED GLASS OR.0A0' SAFLE% YVtl INTERLAYER (BY EASTMAN CHEMICAL 1 B. 6/18' LAMI CONSISTING OF (1) LITE OF 1/e' ANNEALED GLASS / .000' KURAF(AY TROSIFOL OPVB (BY KURARAY AMERICA. INC.) C. 5/18' LAMI CONSISTING OF (2) UTES OF 116' HEAT STRENGTHE .090' KURARAY TROSIFOL `PVB(BY KURARAY AMERICA. INC.) OR.090' SAFLW PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7116' LAMI CONSISTING OF (2) LITES OF 311W ANNEALED GLASS WITH A.090• KURARAY TROSIFOL!' PVS (BY KURARAY AMERICA INC.) OR.090'SAFLEX0 PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) I AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A OROSO'SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) IENED GLASS WITH A.090' KURARAY TROSIFOL APVB (BY KURARAY AMERICA, INC.) COMPANY) %CE AND 6/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A OR.090' SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) \CE AND SlI V LAMI CONSISTING OF (1) LITE OF i/S' ANNEALED GLASS AND (1) LITE TR091FOLe PVB(BYKURARAYAMERICA INC.) .090'KURARAY F. 7110' LAM] CON OR.080'SAFLE G. 13118' LAMI `G: .OBO" KURARAY H. 13118' LAMI IS: OF 1/8' HEAT E OR.090'SAFLI 1. 13/18' LAMI 10: ( WITH A.C9D" KI J. 13116' LAMI 10: OBO' KURARA` K. 13118' LAMI IG: OF 3116• HEAT OR.090'SAFLI L. 13116' LAM] IG: WITH AIM'K M. 1&16' LAMI IG: IV TROSIFOL PVB(BY KURARAY AMERICA INC.) ,T STRENGTHENED GLASS WITH A INTERLAYER (BY EASTMAN CHEMICAL COMPANY) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/18• IAMI CONSISTING OF (2) LITES OF 10 HEAT STRENGTHENED GLASS ARAY TROSIFOPVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) LITE OF 148' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/ia' ANNEALED GLASS WITH A ROSIFOL PVB(BY KURARAYAMERICA,INC•)OR.OBO'SAFLEXe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) I LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE 'RENGTHENED GLASS WITH A.080'KURARAYTROSIFOP PVB(BY KURARAY AMERICA, INC.)' °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7I16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS IARAYTROSIFO PLTLIB B(B( (BY KURARAY AMERICA. INC.) OR.OW'SAFLEe PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) LITE OF1/S' ANNEALED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A e ROSIFOL PVB(BY KURARAY AMERICA, INC.)OR.090•SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2, CONFIGURATIONS: "O%' (III. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. CODES STANDARDS USED: 62017 FLORIDA BUILDING CODE(FBC1, MEDITION 420t4 FLORIDA BUILDING CODE (F501, M EDITION AM Elll0 41NSUAF4PA NDS-41a FOR WOOD CONSTRUCTION MLUMINUM DESIGN MANUAL ADW2015 4AI618100.12 FAISC 3e0.10 MAY SHEET GENERAL NOTES _........... i GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 8 HORIZ, SECTIONS ............ 5 PARTS LIST ....................... 8 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE ....... ........... . &II Malarial Min. F Min. F. Steel Screw 92 kel 12D kel Elco UltreCOGID 155 kel 177 kal 410 SS Elco CreteFlaxS 127.4 kel 18A7 kel 6063.75AIUMMM 18 ke1 22 ke1 A36 Steel 38 kel 58 kel Gr. 33 Simi -Stud 33 kel 45 ka B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. PROOUCTREYMED oamdrv,;'tb l`kd. 6. FRAME ANO PANEL CORNERS SEALED WITH NARROW JOINT SFiVAN7 OR GASKET, O,tllaLve caec , FTC FTL4848, FTL-0648, FTLd650, FTL4e51, FR-0723 FTLdBe7, FTL<A55 AND Ftt5083. 7, REFERENCES: TEST REPORTS FFOR ly TION D CONSTRUCTION FOR WOOD CONSTRUCTION ANSI/ W Mlmn Dca.R m1 ml NUM DESIGN ALUMINUM DESIGN MANUAL tt11I 6. SERIESIMODEL DESIGNATION SMOG, ALSO REFERRED TO AS SH701. ���; •• •'•••.;11/''/� ���s4.:' t1CRNap •.. TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY r:• A. THIS PRODUCT HAS BEEN DESIGNED& TESTED HURRICANE ZOrE(HVHZ). =* 'som 10. FOR INSULAT�D GLASS INSTALLATIONS IN THE HVHZ ABOVE 3D FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (GL) ARE ALLOWED. t0i0TECNNOl00YDNV@ n,ww y(� "A OF /. N.vrn¢e.nN2n GENERAL NOTES °loAl0p•'6\: c2AtAum.m199 ALUM. SINGLE HUNG WINDOW IMPACT 0606n1 O UPII4TmAM'BAD.WOE iDFBC20O. 'i,,ON'IAIl11ti1N JA wmm�sm.LYNN M Mm ..,. ,,. .. '0:'°�'.R_i0 A0. exRB NMI 1 + 11 r404W0 0 MILLER, PP. FL P.E.q BSIDS STRENGTHENED GLASS 5116" LAMINATED GLASS 80,81 or 82 12'NOM. GLASS BITE 12"NOM. GLASS BITE Part0 Description Material 71 Kammedlnp 4SGTPS Spacer SYstam is S t for Maoe!B Materials 72 Ouuros Super Spacsm)(TWM Het Men Butyl 73 Ouenex Duntseal6 soar 74 Caltllnsl )0. Edits Spacer 3MS' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7116" LAMINATED GLASS 83,84 or 85 71.74 aEXTERIOR INTERIORp (ALL SECTIONS) KURARAYTROSIFOL 12'NOM.' PVBINTERLAYER 3GLASS BrrE SAFLEar ASTM NCH CHEMICAL BY EABTMAN CHEMICAL COMPANY 70 1B' ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GIA98 3116'ANNEALED OR HEAT STRENGTHENED GLASS 511V LAMINATED 7118' LAMINATED AIR SPACE AIRSPACE 1/8' ANNEALED OR TEMPERED GlAS3 118' TEMPERED GLASS 13/18'NOM. 13118'NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86787.88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAW 89,90 or 91 11 KODISPACE 4SG TPS WRH DESICCANT SUPER 7i SPACER®NXT'" DURASEAL® Is XL EDGE"' " SPACER SPACER 0"114mim CEAT. DP AM SZENS 60000 1 Full 1 2 + if 4040-PO NOTE LAMI IG OUTBOARD LRES MAY BE UPGRADED TO311(r WITH NO CHANGE IN DESIGN PRESSURE, * I Na. 58705 A. 111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE B3"I 08" 88" 70" 72" I Tr TABLE 1. 1 70" 48" A,B,M 80.0 -St +80.0 .80,0 +80.0 .80.0 +80.0 -80.0 +SD.D -80.0 +80.0 -80.0 60" A,B,M 80.0 -BID 460.0 -80.0 +80.0 -80.0 +80.0 -80.0 480,D -80.0 +79.0 -79.0 62" A,B,M w 80.0 -00.0 +60.0 -00,0 +00.0 .80.0 +78,8 -78.8 +77.3 -77.3 +75.9 -75.9 53118" A.B.M 80,0 -80.0 +70.6 -79.8 +70.2 -78.2 +78.9 -76.8 +75.4 .76.4 +74.0 .74.0 UPTO631I9' C,D,E,F,G,H,I,J,K,L 00.0 •BD.O +8D.0 410.0 +80.0 430.0 *B0.0 -80.0 +00.0 4f0.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318- M" 6D airW. 72" TV TABLE 2. 76" A,B.M ++5600..00 .40700..00 ++8B00..00 •-8B0L0 +800 1 -00.0 +80.0 1 -80,0 +70.0 1 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 .0 +50,0 -80.0 +79.9 •70.9 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0M . .0 8 He +Sze •SzeaAB 63118' A,B,M +80.0 •B0.06 BD.O8 +60.0 -80.0 +75.0 -76,0 +65.0 -68.0 +89.7 48.7 +65.6 -66.6 UP 7063116 I C,D.E,F,G,H,I,J,K,L +80.0 -60.0 +8D.0 •60.0 +60.01 40.01 480.0 .80.0 +70.0 •70.0 1 +70.0 1 •70.0 1 +70.0 700 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIOW MINU9 SASH HEIGHT (MAX. WINDOW HT, WI SASH • 76• FLANGEDAND 76" INTEGRAL FIN) WIDTH GLASS TYPE 171I0" I 2211116" I 203H8" 1 33314" 1 396116' 4413116" 1 503/0' 801N18" 831/9" D,E, F,J,K,L +80.0 -80.0 +60.0 -800 +80.0 •8D.0 +80.0 -80.0 +70,0 -70.0 470.0 -70.0 +70.0 •70.0 +70.0 •70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/10' LAMI- 118"A,.090,1/8'A FTL4647, 4848 470,4067 B. S/18' LAMI- 1/8"A,.090,V6'HS) M- 047, 4048 0.5/16' LAMI- 1/8"HS,.090,11WHS FTL-4847, 4048 D. 7116" LAMI- 3/18"A,.690, 3/1VA FTL4645, 4885 E. 7/16" LAM]- 3)IWAAW, 3/16'H$ FT1.4645 F. 711V IAM]- 3/18'HS,.090, 3/16"HS FTW645 G. 13/18' LAMI 10. 1/8' T, AIR SPACE, SMS' LAMI- 1/6•A,.090,1/0'A) FTL-4648, 4723 H. 13119' LAMI I0-1/e' T. AIR SPACE, 6116' LAMI- 1/8'A,.D801/8'HS FTLAUS I. 13/16- LAMI IG -1/9' T. AIR SPACE 6116' LAM] - IlVHS,.093118'HS FTL4846 J. 13110" LAMI IG -11W T AIR SPACE 7/16' LAMI. 3/16-A,.090 3/10-A FTL-4649, 4860 K. 13/18' LAMI IG -118" T, AIR SPACE 7119" LAMI. 3/16-A,.090, 3/16"11S FTL4649. 4860, 4B58 L 1311W LAMI IG -1/8' T, AIR SPACE, 7116' LAMI - 3/16'HS,.090. 3/16'H6 FT44649, 408D M. 13116- LAMI 10. ilWA. AIR SPACE, VIV LAMI. 1/8'A,.090 1/8"A) FIL-5063 'O• MEETING RAIL HT. 'X 711 HT. MEETING RAIL J t x SASH w l p• MINUS SASH HT. MEETING RAIL X' SASt LE NOTES: 1. WINDOWS WITH THE LOW BILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVEDESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 S/8' MINIMUM TO 38' MAXIMUM, 4. GLASS TYPES C, G, H, AND I MAY BE USED IN BASH ONLY 5. REFER TO'ANCHOR QUANTITY TABLES&9 FOR ADDITIONAL DP 1m0 T60ot00YHIV6 """ LIMITATIONS, H.V3NHHICE,FLTIT40n_� DESIGN PRESSURES CERT.OFA1111lP u N0 58705 SE L BE T p 83 itS' MAX. FLAI 62 1/8' MAX. I.F. t 49 518' MAX. FIXED DLO (ALL) D rj -T-� 1 75' MAX. I OLD I.F. HE[ iHT 76. M FLANI HEI DLO 1BLE x �j 38 HB' MAX SASH HIM L 48 tla' MA%. DETAIL A ill HEIQHT O / I 79' GED WIDTH ROTH E ED DETAIL B VIEW (STANDARD SASH) E--I —7- 1 m. E+( HE SEEDLOTABLE ! %� j I HSH E SH7 SEEDLOTABLE K j HE SASH B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: t. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 S C) ARE BASED ON ATHREE OVER TWO FORMAT. C-1 DETAIL C RADIUS TOP (STANDARD SASH) # 7 No. 59705 CERT.OFAU su $ ALUM. SINGLE HUNG WINDOW IMPACT Jq OBDM17 O NO CH4WES THISSHEET. canncuramRVG ' —N o. — A. LYNN MILLER P.E. FK afNS JJ IPf1°Y°"t. SM00 NTS 4 +71 iW0428 G FL RE.A 6870E NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) S' FROM EACH 61DE OF SASH. 2B 27 NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE O 10 1 �¶ INSIDE _� I�, FIXED I LITE 7,80R1 DAYLIG NT OPENI OPENING 1 25 n OUTSIDE MAX VENT DAYLIGHT OPENING NING i SECTION B-B (LOW SILL SHOWN) SECTION A -A ourslDE INTEGRAL FIN (I.F.1 FRAME SECTIONS IN D 47 s, as I HIGH I 61L1 2, 30 LOW 61I.L 49 HIGH SILL 48 LOW SILL HEAD SEE NOTE ABOVE ULTRALIFT 12 ONLY (HIGH BILL) 54 ULTRALIFT 12 ONLY OERT.OFAUM°2 M I j ALUM, sINOLE HUNG WINDOW, fMPACT ��'!iNg1 L JR MW17 0 NGgWNO6STH)SSHEST. ewrnn,nemr `-' U��`d ��' dwx+ +x A. LYN� MILLER, P.E. °" °11 °"' ,'„°'"°°^"'*1O sxmO HaH 5 + 11 4040.20 G FL P.E.H 36705 F 4HAS JJ TlJYD1 ni°xnxam,w° �R.764 pl0 062 47 FRAME. I.F. HEAD R4D71A. 60B&TB 48 FRAME, LF. M, I SILL 04073A, 6003-TO CENT, OP AU7Xd 0 48 FRAME, I.F. LOW SILL #4072A, 0003-TO I}IIII�---2.374----1 2.710 NOM L T HID NNE55 50 FRAME. I.F. JAMB /f4074S, 8063•T6 (USED AS RADIUS TOP HEAD) • 11 FL "831 2.784� 1. I__ 2.930 J�1,-�--- .062 O FLANGE FRAME HEAD 94002A, 6063-TS O I.F. FRAME 1 or 47 I 2 .062 I I2.330 (a)FLANGE FRAME SILL (LOW) 04003C, 8003-T6 3 or 50 5 or DU SEALANTALONG ENTIRE JOINT I � I.F. FRAME 1 SEALANTORAND SILL \ - GASKET _j V1 �1..040 1 .738 AT HEAD OBR .490 VIEW D-D VIEW E•E (111 8 VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS 70P HEAD ONLY) OSASH STOP O SASH STOP COVER _FRAME CORNER CONSTRUCTION 7 C4025, 6o63-TS 17 04053, 60 $3 T6 — S0 I - --4 1.16s 1-- L4 (USED AS RADIUS TOP HEAD) .878 1.I—Lr- .062 1.3 GLAZING BEAD. 5116" 1 41 #40390. 6003-TS .0625 11�7 062 21 FIXED MEETING RAIL SASH TOP RAIL N4054A, 600110-T6® E3 p40D8C, 8083HS-TO 68 FLANGE FRAME SILL (HIGH) p406DA,60 TO 2.328----I T 1.979 062 28 SASH BOTTOM RAILILOW) 54007, 6063-TO 2.328—+I .002 6S SASH BOTTOM RAIL IHICH) k4061A, 6063-T5 rynl 31 SASH SIDE RAIL A40D8. 8063-TS O50 I .878 1.098 00ROOR 188L�-{�--(YLL�aT ISGLAZING BEAD 7/16" Y14222,6063•T5 .050 .078 1'115-I----IT 45 GLAZING BEAD, 7/16" M985C, 60aT5 (USED Wl GRILL KIT) &H= 42 GLAZING BEAD, 5116" 94044S, 6063•T5 (USED Wl GRILL KIT) .683 I .0501 1— .— — 1,097 46 GLAZING BEAD, 13/16" IG 94067,6063-T5 WELD ALONG BOSS (2) TABLE 5• ANCHORAGE NOTES: 1 • ANCHOR TYPES: 1-114- ELCO ULTRACONS OR512 SCREWS INTO METAL 2-114' ELC0554 CRETE-FLEX 3-IN2 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THEOpD FOLLOWINGDIMENSIONS. HEAD•1S 112- MAX FROM TOP CORNERS JAMBS- 171W MAX. FROM TOP CORNERS 16' MAX, FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3.INSTAIL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I' LESS. S. D,FSIGN PRE55URE LIMITATIONS: 312E BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OFANC ORSSIHOWN IN BOLD. OTHERWi S, THE E MAXIMU DE SHNPRESS OLD. O THE RS PECTIC,D,E,F,G,_ g12E ANO GLASS TYPE I6 AVAILABLE. 8. BEE NOTE 4.BHEET II FOR METAL SUBSTRATE REQUIREMENTS. ANCHOR SUBSTRATE: ANCHOR TYPE QUANTITIES : FOR 111 FLANGED WINDOWS WINDOW HEIGHT 40.6103 48.603 52.803 58.603` 7N6.0�00 pp2NB.SD3' N pp34.603 p^U U pptNR64.603 ' pp WINDOW1 WID GLASS TPE 19.125 C,D,E,F,G, H,I,J,K,L 1 ._�._ 1,2 1 _�._ 1',i 1 . 1 1 1 1 2 1 1,1 1 _,_ 1 2 _ 1 2r2 1 1I2 1 _ 2 2 1 2 2 1 L_. 2 2 1 _ _ 2 2 1 •._,-. 22 1 _ _ 2�2 1 _ 2�2 _1 2 2 .. 1 2T2 _1 - 2 2 1 __T._T__ 2 2 1 2'2 1 2;2 1 2 3 1 2 2 i 3 3 AB,M 1 - r 112 1 -._ 1`1 1 _ 1 1 _ 1 1�2 1 .--- 1H _ 1 1i2 1 -. . 2 2 1 _.__. 1.2 1 2�2 T 212 _ _- 2!2 _. 212 .T..,. 2i2 i_ 212 1 ,`. 2'2 ._ 1 212 1 _.,- 22 1 _. 2 2 1 ,.r_. 2,2 1 _r 212 1 __ 2;2 1 _-� 2'3 1 - 2T2 _ 1 313 24.000 C,D,E,F,O, H,LJ K,L 1 1 2 1 1! 1 1 1 2 1 1T2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2T2 1 212 1 2 �2 1 2 2 1 2 2 1 2 �2 1 2 3 1 2 2 1 2 2 1 2� 3 1 2 2 1 2 3 1 313 1 2T2 1 9T 3 AB,Ni 1 1I2 1 1I1 1 1 2 1 _ 1!2 1 1T2 1 _ 1 2 i 2 2 i 1 2 1 2 2 1 2T2 1 2 2 1 2 2 1 2!2 1 2 2 1 2I2 1 2�3 1 2�2 �. 1 2 2 1 _-.-. 2 3 1 2 2 1 2 3 1 ... - 3r3 1 2 2 1 --_ 313 32•� C,D,E,F,G, H,LJ,KL 1 1!2 1 1 2 i 2-i2 _1 2{3 1 1;2 1 212 1 2�3 _1 1i2 1 2 3 1 2 3 1 2 2 _1 2 3 i 2�3 1 2�2 1 2T3 2 319 _1 2r2 1 3 3 2 3�4 1 3 2 _1 3,3 2 3 4 _i 313 _1 4 4 ABM ,..i._ i 2 _.,,_ 1.2 , _ 2 2 �._ 213 1 _._ 12 1 ..._- 2!2 1 ._ _ 2 3 1 _.._ 112 1 .. _ 2 3 1 _,__ 2!3 1 _r 2 2 1 ..._ 2 3 1 ..,.-.._ 2 3 1 2!2 i _ 273 i ._ 3 3 1 ._r _ 2 2 . 1 33 1 _.,._ 3 4 _ 1 3 2 .,,,,_. 313 3 4 3 3 _.. _. 4 4 37.00D H,LJ,K,L 1 2 2 1 213 _1 12 1 2'3 2 2 3 1 22 _1 2 3 2 2 3 1 2 2 2 2 3 2 _ 2I3 _ 1 2 3 _ 2 2`3 _2 3 4 1 2 3 2 3 3 2 -- 3 4 1 3 3 2 9I4 2 3T6 1 3 3 2 -- 4 4 AB,M +11F, 2i2 2 3 7 2 1 _ 2.3 2 -_r-- 2i3 112 212 --. 2 3 2'3 1 - 2 2 2 _•. 2I3 2 ,- 213 1 ___ 213 2 2 3 _ 2 3�4 1 __ 2i3 2 __ 3'3 2 314 1 _ 313 2 -- 3i4 2 -.., 3 6 1 313 2 4i4 PSF 79 C,D,E,F,G, 2 2, .2 3- 2,. 2 2.. .22 2 2 2 2 2 2, 2..,.2 2 2 2 2 2 2 2 40A00 H.IAKL 2 2 11z 2 2 2I3 2'1 2'3 2I3 2,2 2 3 2I3 2�3 2 3 2 4 2 3 3r3 3 4 2 3 3 4 3T5 3 3 3i4 4 6 3 3 4 4 TABLE KEY: 1 MAX PSF (DP LIMREDi fiB HEAD 2 JAMB ABOVE 2 3 esooucrAAlnsEO JAMB BELOW monmgyomwm O+Pd�iSe 063 MTO. PAL °W�w H„ O 8 Imbm Ode D 7�I (FULL DP) Dy JAMB ABOVE 2�3 MTG. RAIL �.�`'oW LYNH��''.. JAIvB BELOW sp'��C MTG. RNL ' '• = No SEE TABLE 1 FOR '* :' .58706 - FULL DP ❑y i 11 :pO'•., STATE WINDOWS (l` '•. �(OAIDP,. • �2,� IMPACT A. FL P.Ery1.0587005Tma%. w,nr 2 2 2 2 1 2 2 2 2 2 213 2 2,2 2 213 2 2r3 2_ 2,2 2 2I3 2 213 2 2 3 2 2 3 2 2,4 2 2I3 2 3�3 2 314 2 213 2 3 4 2 316 2 3!3 2 314 2 4 6 2 3 3 2 4 4 44.OD0 PSF 79 1 1 1 1 1 C,D,E,F,G, H,LJ,K,L 2 2 2 _2 2 2 2 212 1 2 25 2 2�2 2 2T3 2 213 2 2j2 2 3 3 2 2 4 2 2-T3 2 3 3 2 3 4 2 2 3 2 3 3 2 3T4 2 2T3 2 3!4 2 3,5 2 313 2 3I4 2 4 6 2 3;4 2 4 5 ' 2 2 2 2 22 2 212 2 213 2 2;2 1.2 2i3 2 2 3 2 212 2 3T3 2 214 2 213 2 313 2 314 2 213 2 313 2 3 4 2 2,3 2 3 4 2 ffi5 2 3 3 2. 3i4 2 4b 2 3 4 2 418G• 48.000 PSF 79 79 C,O,E,F,O, H,I,J,KL 2 2 2 2 2T2 2 2 2 2 - 2!3 2 .—.-.. 22 2 T 2 3 2 _'.- 3!4 2 -. - 2.3 2 T 313 2 •.-- 3;4 2 2 3 2 3 4 2 _�_ &a 2 2 3 2 314 2 _-�. 3 6 2 3I3 2 3T4 3 .._ 3,6 2 313 2 i 4 6 3 -. 4I6 . 2 3T _. 2 6 6 AB,M 2 2 2 _ 2 2 2 2 2 2 2 .. P13 _ 2 2I2 2 2i3 _ 2 3�4 2 2_13 2 3T3 2 .— 3,4 . 2 213 _ 2 3F4 2 _. 314 2 2,3 2 ._ 3 4 2 _ 316 . 2 3T3 2 3�4 3 316 _ 2 313 2 46 3 _-� 418 2 .... _ 314 2 616 53.125 PSF 72 7B 79 C,D,E,F,G, H.1 J,KL 2 2 2 2 212 2 2 2 2 2 3 2 2 2 2 2 3 2 314 2 2.3 2 3 4 2 3!4 2 2 3 2 3.4 3 3 4 2 3�3 2 3'4 3 3!5 2 3 3 2 4 4 3 4 6 2 3 4 3 4 5 3 416 2 3 4 3 518 AB,M 2 2 2 2 --... 2i2 2 2 2 2 2 3 2 _... 2''2 2 -. _„ 2!3 2 .... _ 3Y4 2 .-- 2'3 2 - - 3l4 2 -' 3.4 2 r_. 2I3 2 _..,.. 3,4 3 _..... 3!4 _ 2 313 2 - 3�4 3 ....-T.._ 3.6 2 3,3 2 ,. ,.._ 414 3 4i6 2.. 3 3 - 2 4'5 3 - - 4,6 2 -:-_ 314 3 4�6 to"wcmowaro x.vEx,w.nwrs Lesi. o7Aulx.aoxae wmw,ramn o °�°'� ANCHORAGESPACING 1/1 ALUM. SINGLE HUNG WINDOW JR oamf7 o Mo cnwDEs nussHEer. rruz &IIIGP N78 8 + 11 F.K. 1/1d,9S JJ. i/dgD7 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WNDOW HEIGHT SUBSTRATE: 29,655 1 37,155 44.655 52.155 169.05 1 67.155 ANCHOR TYPE. 1 0 MO 0 z .0 z 0 o 0 z„zet 0 a O z� o rl U z� wU o no U a�oz O o p0p 0 z�2 c WWDOW GIASS N�"3�8 g �1, cgwg po Uc'��U � $NCJ WOTH 71PE 3 3 C,D,E,F,O, 1 1 1 1 1 i _1 1 1 1 _7 H,I,J,K,L 1;1 _1_ 1 1 1 1 2 2 011 2 22 _1 22 2 1 Y;2 _7 2 2 2 E 212 2T2 212 2T2 2 2 2�2 2Ti 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1]11T71T1 2I22T1222T22T1222T2 _ .. _ _ .. _ _. _ Q2221221"2212222, _ ..�., ._ . _,_ _._ _.r.. 22i ... ._ PSF 78 C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 74,000 H,LJ,K:L 1 1 111 1 1 212 1�1 2T2 2T2 212 2 2 2T2 2 2 2 2 212 2T2 32 3T2 2T2 3 i 1 il_ 7..._1. 1 1 1T1 _i_ 7�1 2�2 1 1 2;2 2�2 2�2 22 2�2 212 2T2 2T2 2r2 3 2 3 2 2 2 31. PSF 68 7/ 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 32.000 H,I,J,K,L 1 1 1 1 7 7 2r2 2 2 2 2 2T3 272 2 2 3 3 2 2 3 3 3; 3 3 2 3' 3 3 3 2! 2 3T`• 7 1 1 1 1 1 1 1 1 21. 1 1 2 1 1 1 1 1 A,B,M 1 7 1I1 1 1 2 2 2'2 212 25 i.2 22 3T3 22 3 3 3:3 3 2 312 3 3 2T2 3ff PSF 59 87 78 D, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 ..�._ 2 .. ....�._ 1 2 _.,. 37.000 L 7 1 ...._ 1 1 7 1 2 2 ....._ P;P _.. 2I2 _, 2!3 ..__..__........ 2 2 2'3 313 . 2I2 .... 3 3 .........._r_. 3.3 3T3 4:3 3 3 P2 3 1 1 1 1 1 1 1 1 7 1 2 2 2 1 212 1 2T2 2 F3 1 212 2 213 2 3T3 1 2T2 2 313 2 3I 3 1 3 f 3 2 4 T3 2 3I 3 1_ 3I 2 2 3T.' F 54 79 62 7B G. ;2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 L 1 1 1 7 1 1 2 2 z!2 2T2 Y, 2T2 313 3T3 2r2 3T3 4T3 313 4T3 313 3T3 4 IMI 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 7 1 1 7 1 2 2 2 2 2F22 2r3 2 2 313 3'3 2T2 3I3 45 3T3 4 3 3:3 3':3 4`:F 49 7168 ID 78G, 12 22 2 2 2 2 2 2 2 2 2 2 2 2. „244.000I 1 1 1 1 1 1 2 2 2{2 2 2 3T3 2T2 3T3 3�4 2(3 3�3 4r4 313 43 4T4 5T3 42 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2r 2 2 3T3 212 3'3 314 2 3 3 3 4 3'3 4:3 4,4 313 4; PSFI 45 1 74 61 74 1 79 79 c,D,E,F,O, '2 2 2 1 2 2 2 2 2 2 2 2 3 2 2 2 2 2 46.000 H,I,J,K,I 1 1 1 1 1 1 2 2 2�2 2 2 3 3 2T2 it 314 3r3 3T3 4i4 3;3 4.4 4 4 33 471 2 2 2 2 2 2 2 2 2 2 2 2 3 '2 2 2 A,B,M 9 1 1 1 1 1 2 2 2�2 2 2 3 3 22 3T3 314 313 3 3 4T4 3.3 4 4 _2 4 4 _.2 3!3 4 PSF 41 87 48 67 78 79 C,D,E,F,O, 2 2 2 2 2 2 3 2 2 3 2 3 3 2_ 3 3 2 3 53,125 N,I,J,N,L 1 1 1 7 1 1 2 2 2'2 2 2 3 3 3� 3T3 4�4 3�13 4T4 414 3 3 4'4 4`4 3�3 4' 2 2 2 2 2 4 3 2 2 3 2 3 3 2 3 3 2 2 a,B,M 7 1 1 1 1 1 2 2 24121213 3 3T3 3T3 4:4 313 4T4 4i4 33 4i4 4.4 3?3 4'� Imo recNro�o4ronr2 N.VHNCE.fLilmH (B/p1eo-fero CEeT.Oo�mN.eNiOH comm„+anr rm woumou,aa �u�w:mwernrm Jfl ObOfl11l 0 NOCHANOESTHIMM.. F.N. 7/18R7 J.J. 2/2:£97 ANCHOR QUANTITIES ABOVE MEETING RAIL IMMOR S JAMSSI. CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WWDOWHE03HTN9NU3SASHHEIO FROMTAB 8. SUBSTRATE: 17.125 22.088 28.211 1 33.754 39.2 1 44,839 60.382 88.825 ANCHORTYPE: WINDOW GI WIDTH TYPE :"a ;1 5 V Nam'-pi^,1 V U V o p0N S U �Or V V Noa�DN U V Q V Nz�o U o Op $ V N>-�pzN V V D V NZ- O 0 NOONp�-aN S U D V o O NO�2 V U `S 19.125 D•E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.00D DAF,J, K,L 1 1 .1...1 2 2. 2 2 .. 2.._Z 2 2 3.. .9 2 .3 ..-3 2 3 3 3 3.._3.. 3 4 92000 D,E,FA K,L 1 'I 1 1 1 1 1 2 1 2 1 Z.. 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1_ 4 1 3 _ 1 4 _ 1. 1 .. 4 1 3 1 _ 4 1 6 1 3 1 .. 5 PSF 1 79 37.ODO DE,FJ, KL 1 _ 1 1 ._ 1 1 ... 1 2 .. 2 1 _.. 2 2 2 2 .. 3 7 2 2 3 2 3 1 3 2 4 2 9 1 3 2 -_ 3 2 4 4 1 3 2 .. _. 4 2 .._... 4 1 ._ 4 2 6 2 _... 6 1 4 2 . 5 PSF 79 79 1 79 1 79 40A00 D,E,F,J, K.L 2 -... 1 2 1 7 1 2 2 2 ... 2 2 2 3 2 5 2 3 Z„ 4 Z„ 8 2 4 2 4 2 3 2 4 Z 4 R 1 3 2 ... 1 5 2 4 2 4 2 5 2 6 2 _. 4 2 6 2 PSF 70 78 79 77 7B 79 79 44,ODO D,E,FJ, K.L 2 1 2 -. 1 2 2 2 2 2 2., 2 2 _7, ,2 _ .. 3 2 6 2,. 4 _�. 9 .?_...�.. 6 B ..? 4 2.., 6 2._..._ B 4 �.. -0 1 2 ....__.. 2 2 3 .. 3 3 _2,_2. 4 4 4 4 P3F 78 7B 70 79 79 71 79 73 78 48.00D D,E,F,J, K.L 2 2 2 2 2 2 2 2 ._9 2 9 4...4. 2 2 4- 2 8...4 2 2 ,6... 3 ,8 2 4. 2 -8 3 fi 2 4...8. 2 3 8 2 8 2 B 7� 1 1 2 2 2 3 3 PSF 71 79 63 71 78 81 74 65 77 69 68 63.126 D,E,F,J, NL 2 2 2 2 2 2 3 2 2 3 3 4 2 .. 4 3 4 3 _.._ 8 2 -.__.. 4 3 6 3 .__..._ 6 2 6 3 �6 3 2 .. 6 S _..,_ 7 3 .. S 2 6 9 7 1 1 1 2 2 2 3 _... 3 B ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT $UaSTRATE. 12.776 1 15.778 1 18.776 21.778 1 24.778 27,T76 1 30.776 31.106 ANCHOR TYPE. °1N g$N Sk7 o NDN 0 Lei 0 0 N�� yp 0 RQry gg�g$ry 3 $'$��3 ry N 0 N5jrv1u� 0�� ry B� WINDOW WIDTHOrv3^u 19.125 i 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 24000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32DOO 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2-T-1-T 2 7 2 2 3 1 2 1 3 3 T 2 3 3 3 3 3 3 3 4 3 3 d 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 1 2 3 3 3 3 4 1 3 1 3 4 3 4 4 3 4 88 78 44.000 2 2 2 2 2 2 3 2 3 3 9 3 4 3 3 q 3 4 6 3 4 6 3 4 87 72 7o 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 1 3 1 4 1 4 1 3 1 4 Z1=4 5 3 4 79 88 77 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 1 5 1 3 1 4 5 3 6 6 3 6 1. ANCHORTYPES: 1.114-ELCOULTRACONSOR012 SCREWS INTO METAL 2. 1/4" ELCO S84 CRETE-FLEX 3-Al2 SCREWS 2, ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -1812' MAX, FROM CORNERS JAMBS-171/2' MAX. FROM TOP CORNERS 11 12' MAX. ABOVE THE MEETING RAIL V MAX. BELOW MTG. RAIL 16" MAX, FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 6, USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 E18' MIN. TO 3V MAX. 6. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE E WITH THE QUANTITY OF ANCHORS OTHERWISE, THE MAXIMUM DESIGN HE RESPECTIVE SIZE AND GLASS iT 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX, PSF SEE TABLE 3 FOR (DP LIMITED) 172 FULL DP HEAD 2 JAMS ABOVE 2 MTG. RAIL (FIAT DPl HEAD 2 JAMB PROVE ...4. MfG. RAIL TABLE 8. KEY: MAX PSF (DP LIMITED? 112 JAMB BELOW1 2 MfG. RAIL ULL DP qv..'....... ��aa1•,�'.�DEx6F JAMS BELOW 2 ��`Q:•' MTG. RAIL =*: No.5W05 SEE TABLE 3 FOR FULL DP 116t]jj I. ceSr. orAUTH.uot9e ALUM. SINGLE HUNG WINDOW IMPACT """"mlAL ENpE JR odOv17 0 NO CHANQE9 THL96/IEEr vmwmnm. "� y� o..,,� .� A LYNN M�LI.�I3, P.E. J ��^ 4xr0o mm 10 - 11 4040,W G FL P.E.050705 1.EDGE a EXTER10 INTERIOR WOOD ANCNOR NOTES. 1. FOR CONCRETE OUNTY DADS COUNTY, USE ONLYMINIMUM APPLICATIONS IN MIAOR CON AN. (UITRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (BEE NOTE 283) OR'FORU CRACOFLEX. DISTADE NCE FROM 1/4' 11 ANCHOR 2.12'MIN, EDGE ETEANCHOR 2x WOOD BUCK CONCMDISTANCEFROM TOO CONCRELCO ETE EDGE IS LTRACONSINTO CONIC., 2.12'E.O. FOR ULTRACONS AND CRETEFLE%INfO CMU AND CRETEFLE%INTO GONG ULTRAC NS ANDCRETEFLE INTO CMU (CRETEFLEX ANCHOR) OTE 163) (SEE NOTE 3) 1' MIN. EDGE 2• FOR WOOD APPLICATIONS IN MNMI•OADE COUNTY, USE 912 STEEL SCREWS (06), 1/4' SS4 CRETE•FLEX FOR DETAILS B 8 D OR 0.131'0 x 2d2' COMMON NAILS (F1667 NIL CM 3.36 KSI MIN. CONCRETE 'I S•07Z(88)) 8tl PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED ;• 111 1 3/4" MIN. 4MAX. ONLY (SEE DETAILS E, FAND G THIS SHEET) 1M3N" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IxARE BUCKS WHOSE OPTIONAL 1x WOOD BUCK IN TOTAL THICKNESS IS LESS THAN I W. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) INSTALLED 1 12• THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED BY AUTHORITY HAVING JURISDICTION, 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHM 3083•T5 AND A MINIMUM OF 118' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAILA DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 K61 AND A MINIMUM OF.046' THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITH FULL 1.1/4'MIN. EDGE (CM" 4' MIN. EDGE (ULTRACON INTO CONC.) MIN. EDGE (ULTJCRETEFLEX INTO CMU& CRETEFLE%INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN 1.3/4' MIN. EDGE (GONG PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 114' MAX. SHIM—�{ l1318' MIN. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. NOT LIMITED TO STEEL SCREWS, THAT COME INTO 1/4' MAX. SHIM' V.3.35 7. MATERIALS, INCLUDING BUT CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, I-MINEDGE FLORIDA BUILDING CODE. FH BELOW MEETINGWOOD RAIL.(SEENOTE2) ANCHOR, FH BELOW MEETING K61 MIN. CONCRETE PAIL, (SEE NOTE 2) —OR1.6KSIMIN.CMU tl _e,i: INTERIOR ' (ALL JAMB DETAILS) ix BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A31' U1A. MIN. x 212' NAIL, AT CORNERS AND S' O.C. 114' —.1 I^518'MIN.EDGE FRAME 2.12^ FRAME .131' DIA MIN. x 2 12• NAIL, AT CORNERS AND 5' O.C. 114' yrMAX. _1 SHIM FRAME va^ MAX. 1 L,131'DIA MIN It 1n' NAIL, AT CORNERS O i `1 p oN ... ++ OCENSF SHIM AND WO.C. 2.12'EMBEDMENT ,:11�'•• DETAIL F. (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) __ *;' N0 B8�° ••'• * o /r¢y Opp i''• STA EOF r(v�'`� iCie TEC�LOLODYDR x.vexrc6,nane CY¢YN¢ ANCHORAGE DETAILS s';+foR!o!•,•`�?j +'i%ro�NAL1,ENG.�. CCRi oc Aum.,aeloe ALUM. SINGLE HUNG WINDOW, IMPACT LiWRP.E. JR 089MI7 0 RENSEDro M4TGIMc1Yt1NFBCM'CNDRAG& F.K. �IA16 l.J. 22397 nx'.eox°i: n"ee Wo 9M00 NITS 11 011 r4040.20 0 ALLYNN FL P,E.k 687D6 r, MIAMI- WE MIAMI-DARE COUNTY PRODUCT CONTROL SECPION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION .miami 17 o6v13c15, 9v NOTICE OF ACCEPTANCE (NOA) I RECEI ,p„ PGT Industries, Inc. SCANNED 1070 Technology Drive JAN 0 9 2019 gy North-Ve-nice;FIU3427s St. Lucie County SCOPE: L Lucie County, Permitting This NOA is being issued under the applicable tales 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 (AHl). 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 AHD 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: Series "HR-710" Aluminum Horizontal Rolling Window-LALL APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03t24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. TERUMATION 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 NOAN 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and F,3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge l4L Plasencia, Y.E. NOA No. 17-0411.06 Expiration Date: December 21, 2021 8 J231 Zo l Approval Date: August 31, 2017 FILE COPY Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. — (Submitted underNOA's No: 67-0815.69-and 06=0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform -Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer's NXTrm spacer system and XL Edg6m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FT1,8717, FT"968 and FT"970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTIr5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc_, Test Report No. FTIr4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo.06-0405.06) orge K Plasencia, P.E. P ct Control Unit Supervisor NOA No.17-041L06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 F GT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (coNTP(DED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/09/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6t° Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014) and FBC- 6' Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 16-0714.13) rge M. Plasencia, P.E. Prodfict Control Unit Supervisor NOA No.17-041L06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTDwEn) 5. Laboratory compliance letter for Test Report No. F17,5330, issued by Fenestration Testing Laboratory; Inc., dated 07/18/07,-signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOANo. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "E -710" Aluminum Horizontal Rolling Window— L.M.I., approved on 09/01/16 and expiring on 12/21/21. orge X Plasencia, P.E. Pr net Control Unit Supervisor NOA No.11-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW WAWT TNO I Ixsi aeeunewnnNo 1. GLAZING OPTIONS: (SEE DETAILS ONSHEET2), wee S SMALL mesas VAmESPBROPfIDNB, A 51161 LAMI CONSISTING OF(2)UTES OF I/8' ANNEALED GLASS WITH A.090' PVB INTERLAYER. IMPACTRESm1ANT 6eSOHEUa B. 6116' LAMI CONSISTING OF (1) LITE OF VVANNEALED GLASS AND (1) LITE OF 11r HEAT STRENGTHENED GLASS WITH A.090- PVB INTERLAYER. C. 8116' LAMI CONSISTING OF (2) LITES OF 11B' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. 0. 711G' LAMI CONSISTING OF (2) LTTES OF 3118' ANNEALED GLASS WITH A.O90' PVB INTERLAYER, E. 7116' LAMI CONSISTING OF (1) LITE OF 3118'ANNEALED GLASS AND (1) LITE OF 311a' HEAT STRENGTHENED GLASS WITH A.090' PVB IN(ERLAYER. F. 711W LAM] CONSISTING OF (2) LRES OF 3116' ) 0. IWIS' LAMI IS: (1) LITE OF Illy' OR 3'16' ANNE1 CONSISTING OF (2) LITE$ OF 11W ANNEALED I H. 13M6' LAMI IS: (1) LITE OF 1/8' OR 311W ANNFi OF 1/8' HEAT STRENGTHENED OL 488 WITH A 1. 13H6' LAMI 10: (1) LITE OF 1/0' OR 311S' ANNEN CONSISTING OF (2) LITES OF 110' HEAT STREN J. 13MB' LAMI 10: (1) LITE OF 10 OR 3(10'ANNEA CONSISTING OF (2) LTTES OF W16-ANNEALED K 13116' UM) 13: (1) LITE OF 118' OR 3M6' ANNEA CONSISTING OF (1) LRE OF 3116' ANNEALED C L 1Sr1G' LAMI 10: (1) LITE OF 118' OR &IS' ANNEA CONSISTING OF (2) LITES OF 3/1 S' HEAT STRE 2. CONFIOURATIONS:,QL( KO,XOX . 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A NEGATIVE DESIGN LOADS BASED ON TESTED B. POSITIVE DESIGN LOADS BASED ON WATER C. DESIGN LOADS ARE BASED ON ALLOWABLE S 4. ANCHORAGE: THE 33113% STRESS INCREASE 1M S. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO C( 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 PT, GLASS A WS' AIR BPACE AND 5I16' LAMI DO' PVB INTERLAYEI7. 114'NR SPACE AND 7118' LAMI CONSISTING OF (1) LITE OF 118-ANNEALED GLASS AND(I)LITE PVBINTERLAYER. 89 TABLES ASTM E 1300. i DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. GASKET. rH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HYHZ). -L SHALL HAVE A TEMPERED I.G. CLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 1 WHERE SUBSTRATE Anchor Group Anchor Typo From Member 01tlWrote Min. Edge pmnw Min, O.C. OIELnw MLR. Embadmontor Metal ThlcknaN A 3 (Mn. andwhd1te) mMel aubtrata) All am w nLm Bl1e S' 36 St or Gr. 0 BtNI S r. &0' 0/ 0.049' 15 t7a B 114' FJDO UBmCanS Jam Wine lack STM COO I-T e' 1.14' NI Conomta min.2.E3 1' 4' v All Southern Ina G • O.GS 7' 8 1/ 10 S el0o Cm eFloX 0) I Bout am ne ea • O.SS 1' C 1141410 BS Elac CMeFlsx D '� Maim wk 8 UsA 2-W S A Conmata n. 1 21 4 M.ledal Min. R M R. Pe r amV NMI I EIae WDaCmD 155 b1 17rka1 1000 Ebe GM.FiN 0 1aFA bl —67 71aT u num n num e a r. a SI CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FORALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST SE0I2TRIMFITHEAD, CODESISTANDARW USM: a201TRARIDASUILDWG OOD9(FSC STH EDMM a 2D14FIARIDABUILDWOCADE(M STHEDRION aASTMEISOM 'ANSVAFSPA NDS4015 FOR WOOD DONBTRUCTION .ALUMINUM DESIGN MANUAL. ADAWIS aAI31510>Q aAM0550.10 Num ur VY11W ELEVATI ONS................_.. 3 VERT. SECTIONS ........-... 4 HORIZ SECTIONS ........ ... 4 CORNER DETAIL,............ 4 PARTS LIST ....................... B EXTRUSIONS ........ B INSTALLATION .................. 7 DESIGN PRESSURES ...... 8 ANCHOR QUANTITY........ 9.11 w Beim 0 :a r E 7116- LAMINATED GLASS aEXTERIPR INTERIORf (ALL SECTIONS) ��VV GLASS BITE Be w/ o tE'_FAMI 13110' LAMI IO GLASS w17M61 ASS TYPES: A. SMB' LAMI - (118' A,.090' PVB, 116' A) B. SMS' LAMI - (118' A.090' PVB, 118' HS) C. Blte' LAMI - (118' HOAK' PVB, 118' HS) D. 7116' LAMI - (3118'A,.0W PVS, 3116-A) E. 7116" LAMI-(3116'A,.O90- PVB, 311W HS) P. 711E' LAMI-(3110' HS,A80' PVB, 3110- HS) G. 13116' LAMI 10 -116' OR WIS' A (MIN.), 5118' OR WE -SPACE, 5119' LAMI -(11B' A,.090' PVB, 110' A) H. 13118' LAMI I0.1re' OR VIVA (MIN.). eM6' OR 3m' SPACE, 6116" LAMI -(tle' A.A90" PVB, 1w HE) I. 13118' LAMI I0. 118" OR BIW A (MIND, BMW ORM" SPACE, E116' LAM] - (118' HS,090" PVB, 1/8' HS) J. 13H6' LAMI 10-118' OR 3116' A(MINJ, 311E" OR 114- SPACE, 7M8" LAM]-0110-A,A90" PVB, 3110' A) K. 13M8' LAMI 10. 110' OR 3116' A (MIN.), 3116' OR 114" SPACE, 7110- LAM]-(8116' A„090', 3M6-HE) I. 13116'LAMI 10-110'OR 311W A(MIN.),3M8'OR 114'SPACE, 7MW LAM[ -(3116"HS,.090', 3116-He) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 • L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR OUANTITY REMAIN UNCHANGED. KODISPACE Q 4SG TPS mLa .CMIT FOAM DURASEAL® A1SPACER ON. E A83 SUPER 0 SPACER®NXT"' I XL EDGE'"" SPACER Dowrip6onlInp 480 TP poor SyetomSupot Spoeor nx1x11n Hot Malt ButylDumaeal t Spacer IL Ed0a S car IbplMlen Nc 58706 I M ma MAX. DLO VENT 114 e/16" MAIL DLO FIXED X 0 110• MAX. WIDTH I.F. FRAME ------------- I il WIDTH FLANGE FRAME DETAIL B - XOX (114-1/2.1/4) 330110-MAX 339113'MAX. , DLO FIXED DLO VENT F37 313' I I MAX. DLO ALLFiXED IJ LI ES 7S° MAX. WIDTH LF, FRAME 74• MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO so, MAX. DLO ALL VENTS Di I.P. MAX. MAXI DLO VENT FIXED D D I I �— E87/10'MAX.WIDTHI.F.I S 7/1S- MAX. WIDTH FLANGE FRAME DETAIL C -XOX (113-1/3-1/3) NOTE; 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �Ij 83•MAX, SEALANTORGASKET FLANGE AT HEADANDSILL FRAME P `! 13 FLANGE FRAME VIEW D•D (FRAME CORNER CONSTRUCTION) 'Iril�Ion i INTERIOR 37 32 36 39 1 I 22 Tj v Q 16 2 13 PRODU�C,1Tu RLV10lD EXTERIOR INTERIOR iu0°oY•wle, u�rlena• ' 21 ma".2. 17.0411.00 1 �— MAX VENT DLO 4+--• MAX. FIXEDDLO—�I MAX VENTDLO nI.Uon 0.m MAX WIDTH (RANGE FRAME) Mii m a EXTERIOR 19 SECTION B-B 17 smay. oww�s D (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) 9 O6LT. i MAX INTERIOR 17 35 32 37 39 Y s HEIGHT FLANGE FRAME VENT DLO Q 16 v y�0i'fr�� MAXI,$ FIXED DLO S �z$ 3 F �•�- MAIL FIXED OLD MAX VENT DLO I 43 =1 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A �y 21 (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 024 d 0 8 22 21 41W22 as z 2 a 12 6 EXTERIOR INTERIOR 7 /12 21 ,,I,I�IIIN,,,J LYMV k�% 7 ,.`��NY EXTERIOR INTERIOR `Tt N0•��*�.y�?*= tSEaTIONC-0 6 1 ° P AT0 rl'//u,� 42 SILL HEADolVA1i11111,E,N (VERTICAL FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) Al NW61� P4 PAJONM SECTION, FLANGE §■ G /� §f�� !\ Ict ƒ |;k § 2�� gm �w`9�9 « o / DRIVE y (� 2. | k \ o m,<_�m_. 03=U . \ _.,_m.>, 1191 _m SEE ANCHDR TABLE, SHEET 1 �r^�I 2x WOOD BUCK, SEE, SEE ANCHOR TABLE,SHEETI " 1 TABLE, SHEETI NOTE1 law NOTES: 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IxARE BUCKS SEE ANCHOR MIN. WHOSE TOTALTHICKNESS I8 LESS THAN 112'. 1x WOODBUCKSAREOPTIO LIF "" " TABLE, SHEET UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS 7XWOOD SUCK —i f' DEPICTED AS 2KARE 1 V2'THICK OR GREATER, INSTALLATION TO THE SUBSTRATE NOTE? —� 1 OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY PRODUCT REVISED ..p. ' . .10 M. X1.114 HAVING JURISDICTION. 1/t MAX MAX. 2. FOR ATTACHMENT TO METAL•THE METAL STRUCTURAL MEMBER SHALL BE OF A omml.0�. 17 11.Oe SHIM SHIM S¢E TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILAR TO THAT814OWN xolw., IN THESE DETAILS FOR2x WOOD BUCKS. I oxplma.n D.1. 12212021 SEEANCHOR SEE ANCHOR TABLE, SHEET DETAILA TABLE, SHEET DETAIL 3.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 4.0.13V DIA. MIN. X 21/2' NAR. AT CORNERS AND S' O.C. TYPICAL DETAILS G. H & I. I /4' SHIM Mal IN I.. 114'MAX, BRIM �I I^"' BEE ANCHOR I I TABLE, SHEETI INTERIOR BEEANCHOR TABLE, SHEET 1 TABLE, SHEET 1 2HOR' HEET1 •Ln (JAMB DETAILS E, F A 1) EXTERIOR 2.12' MIN. EMBEDMENT v EXTERIOR NTE 10 - SEE ANCHOR (HS0 & BILL DETAILS A. S. C, D. 0 &H) TABLE, SHEET 1 _. 2x WOOD BUCK NOTE 1 J 1 1x WOOD BUCK NOTE 1 J DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS I TABLE, SHEET 1 SEEANCHOR TABLE, SHEET 1, 1/4' V4' MAX. MAx, SHIM SHNI ' BEE NOTE 4— •"�" SEEANCHOR }T .T •• TABLE, SHEET 1S'B'hUN. SEE +---� WCHOR�I/ I 1 .,•r. TABLE i SEEANCHOR 2XWOOD , 6EE ANCHOR TABLE, SHEET ISHEETI SHEETI TABLE,SHEETI BUCK 2.12'MIN, EMBED DETAIL C NOTE 1 DETAIL D BEE NOTE 4 DETAIL H (HEAD) SW MIN. EDGE 2.12' MIN, EMBED MITN. EDGE I 6SMIN. EDGE DETAIL I (JAMB) 4. N 9@US 7, GLASS TYPES; A. EMS' LAMI-(1ve' A,090" PVB, v7N B, 511S' LAMI-(tl8" A,.097 PVB, 1/8' HS) C. 5/10' LAMI.0/9' HS,.097 PVB. IIe• Me) D. 7110" LAM[ -(N1r A490' PVB. 3M6' A) E. 711W LAMI-(N16" A,D90" PVB, N76' HS) F, 7/1B' LAMI-(3118' HS AW PVB, 5115' HS) G. 1N16' LAMI I0.118.ORN1S' A (MIN.), Nib' OR 3AT• SPACE,N16" LAMI•(I/8'A,A97 PVB, 1/8' A) H.1Ni6'LAM] 10.1/8'OR all B'A(MW.N 6/10'OR 3/8' SPACE, NIS'LAMI•(10 A,08D' PVS, IW KS) I. 1N17lAMl 10.1/8'OR 3/16' A (MLA.), N1S' OR NB• SPACE. N16'LAMI•(1/8'HS,087 PVB. 1/8'HS) J. 13116' LAM] 10. 1/6" OR NI6' A (MIN.) 3M70R 1A1' SPACE,7116-LAMI-0/16'A,•DP7 PVB, 3118-A) K.1N17 LAM[ 10. 117 OR N18' A (MLA ), N16.OR 1/4' SPACE, 7/16' LAMI • (N16' A,.0B7 PVB, 3N6' HS) L 1N70'lAMl10•i/8.OR N17A(MIN.), N16'OR 1/4' SPACE, 7/17 LAMI • (N16' HS,AB7 PVB, 3/16' NO) NOTE WIN OW W TABLEZEB NOTSHOWN, 60T0 NEK7 LARGER 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN' WINDOWS, SUBTRACT 1• FROM TABLE 912E DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS wa .A o TYPES 0- L SHALL HAVE ATEMPEREO I.G. GLASS CAP. " BOTX THE DP AND ANCHOR OUMTITY REMAIN wA •r .G UNCHANGED. 4)SEE OLA88 TYPE DESCRIPTIONS ON SHEET2. PRODUCT FILMS, no noemAlA•in wam Ul Hanel MG1M1o.Coo 17-0411.00 GAFlmvon V.w 12/91/2021 MIIm - onro y !iIlium �weuFoe1Eo74BL0 3 O FF O S 2! rc w o M e MUM 1. ��t`lNppY LYNN r1I'ri� * ,+ Na 1 'Z 0 AIB }• � ,,llllps/ANAL EN��t``• w1L�11AUA�I� I.[l I Sr FOR ANCHORAGE SEE SHEEP 9. FO ao • 10p w1. 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I.mIa IND.1aiaaaaa a TABLE KEY; '7S+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB PAD AND SILL ANCHOR QUANTITIES E 14 IICTDD IlC IVl AY!)Yf,DC I•.CYTCOFII FIXED mlplmnen (4• MIN. O.C, ANCHOR SPACING) Ill Ml 23 3/4• MAX L a/!VWNATXeLI}: Uad TFDTN e S I _ 0 Ml RAIL TYP. EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) J LL�CC F Q� V NOTES O 1)WINDOW OF QUANTITIES ARE BASED ON THE r FOLLOWING DIMENSIONS: HEAD 3 SILL: 10129MAX ON EACH SIDE OF MEETING RAIL CENTERLINE, �6 26 8l4• MAX. FROM CORNERS. JAMBS: r MAX FROM OORNERSAND22 Irr ,va MAX O.C. 2)FORWINDOW LAZES NOT SHOWN, GO TO NEXT LARGER Y LY,ljljq��, ``•�.QNYly ,� WeNs4•• 3) OVERALL FLANGE DIMENSIONS SHOWN. FORFIN*r`• Na mT0.9 WINDOWS, SUBTRACT V FROM TABLE SIZE DIMENSIONS. _ •n # 4) FOR INSTALLATION IN THE KVHZ ABOVE 30 FT. GLASS TYPES O• L SHALL HAVE ATEMPERED I.D. GLASS CAP.BOTH %%,i.'•.•AL0Ri0R:' ; THE DP UNCHANGED. AND ANCHOR QUANTITY REMAIN i��"•S"'?oNAL1E�0, S) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 ALMMA11l 0 f MT W f ^1nT•'!rIL� f7''I'O.-?l� ■* mt'P?S� 111/i S:a OL4� a lnaRl ! n�Elin nn-mv an ss vapor sr,o�pcn ss mJ} an s..pm sr:mpfn n•mfJ d t:i aS.; T-a.JJar nr'mrJa so s�� to s��saaLl �sr:m■Llm n;mail an aa1aJ r-sr matJ[rt mJJ u11J w s-mllm sr :mp■n sr•mu cn sn T[JJ■C:SG'_mVaS:BQ=5111tJ lL3'li t?i {n sn p OR 3502(�11tIJm nr-m ar nc -sat1J p■m sn mp tut ty an s �.ufC.'.a':SIRJan sv%mp ati fl.:Yi1 [n s�sauar c vlpm sr mu fn sc n[p pit n-m 11 ¢7 mum cD-sszs[p p®p tea p �L�a1Ja�alotr>�no ■aSS�Ip[y--mamp{msy%Slu 1110111t�31u p p ■a:zn-[u rJ u em tcD::,�1JaD�c=Dlpar`OTl�u m•:snasautD- glp[C u SEA d ■cam mmm" lo�9p cQ:�mucl=59M= ^•emu■r:i�u NEM911- IO ILA .cnpan=se.'•mEmsm-1M f 7pf0- p■nxm-mp " Km Lti t1-T9 p omm an=n+zsagigx s:nlpar.-m^alp ■r--nn_.snp[e-3emp�•Tvrsmp p(�1p■F'ls�au tOxa^-zs.parxmpaasac=sap Ex p mti [mao-asaper^*r-mp{m-nr.=sap eD-nn-n.p■crae_mlJm-entrap ili d anxnr:�apar.3c:mpEn=s_:mp &=ammttl6l—t1�11 ¢Slim dual-_,^�1�- p[=� - p momal-n'pf�.Slp��52.;51p L® �oED�mp�mp � CJL ® d afCC „apf03�LC3 illpf[ J[::t[6Q.1WA t{G-nr�pQ^iL� J1 arxnrr[pcnzsr.•:nlpac-Sn'mp !1 pae.:M1n=nip aLi mvl m ® an-D^=sap - - pmma---mp aria K]jg�= ]Kjj Dc=mp [ern^aalJen3n�Dlpan=m?^np K aC-m"ro 71n1 m 11�p1=im" am �J ELM m=aecrnpan-nr.=mpaC=-nc-saE7 [n=M1^snpar.:msmpcS=vmmp now r'-0 67 �7 a0?9...:!np[r.-�sercmpan.'nr..:nap {r.=sna�npar.=acxmllR"p cn=sm�sapan�sn:,mpm.+-m:.slp (�IDpD�p[D�2p `Ca mum !1[r3[l�mptO:an=mp ft'-'..��u[e'csrsmullatJ t " CSl ■n--nmaalJfCIDp■S xnn:.slp cnmsmmp[r.:mrmp{nxnn=mp �,l IYi➢ ac=n-rmpir.•;nmmpmxnlrnlp acsr-,^.apcmar=mpcn.'nn-mp fir, ® [n=nn,sapar"D^=wpm=rsn-mp ■en�■pM�mo�o ■ ^nn�pn ^TTTII�Z-w,T■ �rnw�i l.']Illa �, ■ivStl,yllJi -n mVan- n. �a1J fn-nr alJaC�DCmpin nn slt� aT.i {�pa■accr�r�c��'mvm[�{i{r��IIII�mQQ_....mlIp LE aul� ll' 31-Sl�fftilC:IDlat[C m= ■r3s sll,Jm nc mph _Glue ■I�a.muccvarymu■D=Ocxclui [.ss ra aL> ac 3v wait sv ^gyp n ^r+vlp an-sn u{g, sc* nply cxmu d MuI• in r �u■r nn m!J eJ ■n sr aIu[p all p �� ir�1n Slp■C 0 '1�pWHO 1[ RC•�It� {D IIS Ri L�IpsaD u ffi muwu ■o="�OIpiII?IIQ�u Io an-sr..nlpt0=nv:mpt 0lp mEnoccnn� !7••nn....�n:m IL7iQssr:.mp a:7 �7 0 EMIR I=- - 1■L1mIl=_6a=WJLS1u i9atJ■n.: hSf•%viKu- �IDp f[>p^�^ KITM '��"au IC3SESIp III%'n'•%m 1J D�:.'f,.'r-51afJ Rao 2m d L Ipan=oe�r.{p� ^yp flpfllll�Jp ism d {r.--s;r.,mo■r:sn�mllf��E1 ■rc!s..amEl■c=7=mpf�i75-=.lp Ci � d ■r.-s^nperxrtzmp�-,-�.-.slp ■n-ass::mpac^avxmpavx6.^-nap [r--mrzm10■e`^rsn'mJltll mZ p ® d -. m-sser,•r{pto:-n[r-mE1D..I1�IIIlp ■n-stnxnlpaC =n[T:mp�Dlp [mse=:.mpinxSQ:mp■c::OC-vap IriM1l"ll�n-nmmp{c-Sn-mp ELM ITS Q- .IDQ;'IT�••»1p11=E[7-_LL- �oplet»•�DIo iEii d fII.� DI.rtF.._:DI 7Lx7 -nlp D7pp Em p6>—IDprff-5 d d [Q�IEliifCL♦CmEID^ZQ�Ip f>19pp�=IDp f�9i1■[^n[r•:mE7fD�I54 D1u ti:,� t-;y an.:�snxmpcv-vmmp{C:JS�DIp m-:c�.�ml�ir:.n!rsmpRT�tNRIp {x_� JC1J I® ■n.-T-.:mp■r.-o-v?mpIQ:S�DIl1 Ir=^�xmpaC=av-mp(�DIp o�pm�no�mo L['3.'y C.i d d e:ir IT�Ip�OR�u {rr-esr!.:sap{r-;sl-znO�Ip �pac=nr.^ntl{t`DGIIio {c �srypin:vn=mpa^-:nrmp m-�.DxM1aElcC��nrs-mpirs.sn-�clp B::Si mom 6® ■man=mpamnexmpat^..�^..=:SIB mxnn:.slpte.^»tie--^.s1IlID.:;:3ZIDp DIC9pt[r-•nmmpp � 111127 d IIppfGu71p m�mx-np■n-nnnlpacrnrmp fQ:.mper..:ncxmllOLIS�01R7 d t1L•i 10�El re-ne^..n.pts�yp m1rn..n.par.�-r=rnultl9p a eStl: m :Il cnx.m=mp[mC:rnlp{n.:t�^•mp mart^--mpamr.-^.smp�.. �Ip TABLE KEY: 1S O 1-C242.02.1 S ANCHOR QUANTITY PER JAMB tlEAD AND BILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL (4' MIN. O.C. ANCHOR SPACING) [-�2B3H'MAX MIN., 10-117 MAX B' MATx' K I 4 X I MTO. RAIL, TYP. EXAMPLE CLUSTER W1 QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD S SILL: 10 Ire MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 2831V MAX FROM CORNERS. JAMBS: B' MAX, FROM CORNERS AND 22It. MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO To NEXT LARGER WINDOW W TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR PIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLA98 TYPES 0 • L SHALL HAVE A TEMPERED LG GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED, S) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED .. DunDl In NIM Na IIerICa �m�DB. ITaA11.Do T �� •may 99 cr+ rc NA um