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HomeMy WebLinkAboutNOA'sMI®IME - t1tIAMI—DADEOOUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON0511C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE QMA) mm-miamieade.eovleconomv PGT Industries SCANNED Technology Drive North Venice, FL 34275 BY SCOPE: St. L(lcie COUIltY This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may- immediately revoke, modify,-orsuspend-the user of such product-ormateriatwithin 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 "PW 701/ 7201820" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•PAmECOUNTY T NOA No. 13-0502.03 Expiration Date: February 19, 2019 'iE`itP) Approval Date: Juty18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13; prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. 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 a) rorceo r my i esr, per ruL: L4r 1.s.L.1, ana i ab LuL-y4 along with marked —up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 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 along with marked —up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated-07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted render previous NOA No. 03 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option ll exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. ------------c)--ASTIkD395B-Test-MethodsforRabberPioperty-=CompressionSet-for22-HRS--- -- 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21113, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31103, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to POT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on. 02/19/14. Jaime D. Gaseonj Z. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 ,ITRSPA000CrNAS MEREDEMOF aTEeIEDro COMPLY Wfm DIE NEOURELIQ/BOFTHE iL0100A RALRiI iEmIaorw MO THE MOMVEIDCRY 1ARR(uxe T'ENeDN1M1 T eMTTena �Nur keg( lkm v�N vseo m W rALL MIII3ABO E3WI NFMhNMTMODDIABe W r-AM NSA90VEJDmT1@IIVigTe!OUfBONd! ! 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Ons BWmg Ahm. 60E170 6e 4210 WINaEw Fed"Cmw Ahm 008ST5 4224 haldslm Fast~ Car RpdPVC 10 70689C maLd (al w ea,r)ebds) Payalw" TM III Vh01 BNbWMh"dP An PVC, D,n 66 N•1 Dwa8QGE77w8lkarwE*k SManO BIwk, Moen 3fir a 7N0' a r Neopmm, D=86N•1 d 8aldgmI LGvim. 1.-Mra4' Raapma, Dim. 80 N•1 :781� 7N8' DAn8ae18paear95 A VIC FN SMS stabdna stem 80A rpmd PNSMS Slelnleea Slem —T•(n�II�--I mr 1 1! r .acr I lffff a ,,rir A6P�0 ,� FLANGE FRAME 942630, SM&TS I ATa' i 71ir LAMI D4GLASS BEADING 64266, 8083•T6 i ASSEMBLY DETAILS FOR FIN FRAMES mcumm AMI MMY wcomm i7,AMEAmilzmY � ua jAffTEMI O� y w O IY b 0099E�9 B REAI MATALL OOMe 9 0a. d § Z d zixb' i d 9e $ F $ o r r aez �r 1 I;r B r A2r Aw` ur � S O r�F— •ow•e�. f r.�� .c,o•,,. 8 v� g� I9EWM E tdi 1� OFIN FRAME � 84258, 8083T6 n �.a •w+s m L j�� �/6• AM III _ 1 ,� 1 _ �II�IF^ `,.\\O� �YNx Eiji'; �:,, ���:'�\GENap •'•'FOP •'•. IL T—yi.._ ii •k ar? 60705 0,GLASS OBEADING INSTALLATION 6S FASTENER CgVER ,.D'; �.1 .t I f1 ffL� �PD'•,• STA=`M�� 04254, 8083•T6 84270, 8083T5 %, ••.,Ramo4:',�� �: .1 M'® MIAMFDADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 3I5 2599 NOTICE OF ACCEPTANCE (NOA) www.Tniamidnde.¢nv/sera/ PGT Industries 1070 Technology Drive i North Venice, FL 34275 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 PERA - 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 dew stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ Cm areas other than Miami Dade Courtly) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 "SII-200" Aluminum Single Hung Window — N.I. APPROVAL. DOCUMENT: Drawing No.11W-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of S. dated 05/11/11 with revision A dated 10/10/I 1, prepared by manufacturer, signed and seated by Anthony I,vnn Miller, PR, 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: None 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 othetwim noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other put -poses sl:a!! automatic lly --in to tiiis ivGn. raiiure t0 COmnl;' with any r:r,.^tin of title- *rl A It e::uo'w Zvi temainatioii and removai of NOA. r{'ii-r' c raiao�lrl.C1V l: 'the NOA number preceded by the words Miami -Dade Connh�, Plnridm, and followed by the expiration date may be displayed in advertising lherTttite if e�y p^t ert es the *,OA le displayed, then it shall be done in its entirety. wyy Oa Uli5 entife NOA shah Ile provided to the user by the manufacturer or its distrlbuivrs and slued be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0614.01 and consists of this page I and evidence pnoo E-1, as well as approval document mentioned above. The submitted documentation was rev, a ved by Me ,a__l Pers:,:', , FSUiMFOpne GOUNSY � % NOAii0. 33-S03o.3Z r Approval Date: Dei'ember 09, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No, MD-SH2O0-01, fitted "Single Hung Window Installation" Sheets l through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lyml Miller, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411 3.2.1,!, TAS 202-94 along with marked. _r d d rungs anydins: laf er, dim r1-tm r . fTl i gram oLf SvriwS St1--�it� "w'11ii1LI11 single l-AL'n�'r`:inuvn� yY:.yui:.il iiy 1'MlAej.A�iilJl! Tcn"tiil� LaUVlpt(7/�', I1L�:., Tr.�t i\iliuir No. r i> 1,6419, specimens i thru 26, dated Usi.e8i11, signed and sealed by Marlin 1). 131irson, P.B. (.�:shn:1lie�l:a�:dea^CY_�F'z1:,1=1�4�ra_C'�?�pj: C - Ci LC -I ATIONS: 1. Anchor verification calculations and structitml analysis. r.� mplyin�* vi,$h nd Fxl'C-2010 to; rrttS3/I1 a:d' 3 ,� n��, , f up aw-d tia 1010,71, a 1, YAVI3i.L4 sigIlLod and sealed A -.a}. Sfill P.B.by r�uu>Oiiy %.yllll intuCr, a , a. Glazing complies with ASTM El300-04 .s. QLa u= u Jwilia.'vwJ i 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PER ). E- MATERL4-L CERTIFICATIONS 1. Natle. F. STATEMENTS I. Statement letter of conformance to the FBC-2007 and FB�-2010, dated 10107/11, signed'and sealed by Anthony Lynn ivlilIer, P.E. i 2. Statement letter ofno financial interest, dated 10107/11, signed and sealed by Anthony Lynn Miller, P.E. 1 3. Proposal No.10-1066 issued by BNC, dated 11109/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No,11-0614,01, issued to PGT Industries for their Series "SH- 200" Aluminum minum Single Hung 4Tindow — N.I., approved oil 09/01/ And expiring on 0910 Pradud C-Ur"Id ExamIncr A MA R'c.11-1013.12 Expiratia .".Sate; Scpts.;.bar 01, 201E E 1 App.-oval Batr,: l;auanbar cs, 2011 ?I!FlFAA_ M�TEi SEfilES 2(10 hlOty-IIb1PA:7 SiNGLF, FiUN4 WINDOW r 16 PRedx:r Fas a::cN DEs�aw?D 6 Te3rec 7ocouxT vmHnle a;DvmEprENran=T14: FLOItmA JIIDONtLCCOE.INCLUDIXO iliEi6(LFIVELOCITY HURliCl:IB::Ola? 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MRMFRAt .y�000;FFGAlW1fl.J.N --1 ,a 9 CU�FIXFbAlEMoML AIr _H 8!9• �r�- &4X NCI FIN), "WeAIU.1S AU F,,87D5 2a9 C OaC zAEO•� 207 @� _i ow —_ J I'mr-EFFMALei' 9 ECZiSPACUUMM 2" —. rr 1.12e• i:" nr nn , ORMSULFWFAMMMER) BC&4demumu RA aP I iiG' f � �• �....'))4A:.NSJiTM.}F!At. 1.:i BMYTOAWANEJN (/9��� [✓BHTN MIL \/[04}TBALLAi):,LtF er C', SASH MICIiI.O.CFAL 183}'fBA.tdI)IIPI SASH 4TCP � S21&-0Ai1A1ISCJ -u 10H0/11 I NC OM*MF ----_--- BOM & PART DETAILS ,.tar -1 �" 1150` QArlMiFLAKM 9C039ALUIEtME FItCOtI=MSEA ,�I,".bbdm Fwb m:!aroEsee B�xAw nm IF+ A4 Pr9Coq d (SINGLE HUNG WINDOW INSTALLATION 105/11/11 1 _'..J._��...._:._.._.,.__.I_'"•::.,:�[r'ni-J7f.'An:elTemp, lC,A(.VP «vas E .�w�Y�,3�. 1 8I4-200 INTS I SOFS N0 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL34275 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 20h Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.nov/pe 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 PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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. DESCRIPTIONr es�,HR=Z1;4'_' Alum num Iii orizontal-Sliiliu' _g W%ndo—E N.I. APPROVAL DOCUMENT: Drawing No. MD-HR210-01 titled Series "Horizontal Roller Window Details", sheets 1 through 7 of 7, prepared by manufacturer, dated 10/14/11 with the latest revision, prepared by PGT Industries, Inc., dated 03/23/12, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeU 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed -by Jaime D. Gascon, P. E. ���T y�r�n•a MFAM DECOUNTYM NOA No. II-120104 12 Expiration Date: April 05, 2017 24 � Approval Date: April 05, 2012 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR210-01 titled Series "Horizontal Roller Window Details", sheets 1 through 7 of 7, prepared by manufacturer, dated 10/14/11 with the latest revision, prepared by PGT Industries, Inc., dated 03/23/12, signed and sealed by Anthony Lynn Miller, P. E. B: TESTS 1. 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) Forced Entry Test, Type "A" window, Grade 10, per FBC 2411 section 3.2.1, TAS 202-94 and per ASTM F 588-04 5) Deglazing Force Test Method A, per ASTM E 987-88 (2001) 6) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E2068-00 (2008) Along with marked -up drawings and installation diagram of an Aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-6657 and FTL 6658, dated 10/17/11 and 10/18/11, both signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis; complying with FBC-2010, dated 11/09/11, prepared by PGT Industries, Inc., dated 03/22/12, signed and sealed by Anthony Lynn Miller, P. E. 2. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. E-1 l Jaime D. Gascon, P. E. Ptoduct Control Section Supervisor NOA No. 11-1201.04 Expiration Date: April 05, 2017 Approval Date: April 05, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010 including the HVHZ, dated 11/07/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 11/07/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory addendum letter for Test Reports No.'s FT"657 and FTL 6658, issued by Fenestration Testing Laboratory, Inc., dated 03122/12, signed and sealed by Marlin D. Brinson, P. E. 4. Laboratory compliance letter for Test Reports No.'s FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11, both signed and sealed by Marlin D. Brinson, P. E. G. OTHERS 1. None. G�itk Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-12U1.04 Expiration Date: April 05, 2017 Approval Date: Apri105, 2012 E-2 GENERAL NOTES: SERIES 210 NON -IMPACT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED B TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE, INCLUDING THE HIGH VELOCNYHURMCANE20NE (HVH2) 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 3) FOR MASORRYAPPLICARONS IN MIAM UADECOUNTY,USE ONLY MVMn ADE COUNTY APPROVED MASONRYANWORS. HE MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AWM CBO CONCRETE MASONRYUNRSAND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEETABLE 1, SHEET 1. 4) ALLWOODBl1CKSLESSTHAN1.IWTHICKARETOBE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTEDM2KARE1-IW ICKORGREATER1XAND2XBUCKS (WHEN USED) SHALL BE DESIONEDTO MOPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGNANO INSTALLATION ISTHE RESPONSB LrrY OFTHE ENGINEER OR ARCHITECT OF RECORD. S) ANCHOR EMSEDMENTTO BASE MATERIALSHALLBE BEYOND WALL DRESSING OR STUCCO. USE ANCHORSOF SUFFICIENT EMBFOMENTAS SPECIFIED ON TABLE 1, $MEET 1. MARROW JOINT SEALANT IS USED ON ALL FOURCORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLA8HING STRATEOY FOR WATER RESISTANCE OF INSTALLATIONSHALL.SEDONEBYOTMERSANOMBEYON WE SCOPE OF THESE INSTRUCTIONS e) SHIMSAREREQUIREDATEIICHANCHORLOCATIONW'HERE THE PRODUCTIS NOT FLUSH TO THE SUBSTRATE. USE SHIMS I CAPABLE OFTFWNSPERRING APPLIED LOADS. SHIM TO BE NO MORE THANIM-THICK. WOOD BUCKS, BYOTHERS. MUST BE SUFFICIENMYANCHORM TO RESISTLOADS IMPOSED ON THEM BY THE WINDOW. 72' HEIGHT — 12WWDTH — 118• BUCK WIDTH SHEETS Sao BSAM GMT VISIBLE FIXED VISIBLE 82• LIGHT LIGHT BUCK HEIGHT MWI8' SAM VISIBLE SBLE FI%ED VISIBLE lIG T l LIGHT PL ALWAYS REQUIRED ® CORNERS 7) DESIGN PRESSURES. A NEGATWE DESIGN LDADB BASED ON 9IFNCNRALTEST PRESSURE, FRAME ANALYSISAND GLASS PERASTM E1300,0k B. POSITIVE DESIGN LOADS BASED ONWATERTEST PRESSURE, BU71, CK STRUCTURAL TEST PRESSURE, FRAMEANALYSIS AND GLASS PER HEIGHT ASTM EIS0004. I B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE W NDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.71HEM in%STREW INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.THE 1A LOAD DURATION FACTOR WAS USED FOR THE EVAU)AMON OFANCIORS HMO WOOD. ANCHORS THAT COME INTO CONTACT WI7H OTHER DISSIMILAR MATERIALS SMALL MEET ME REQUIREMENTSOF THE FLORIDABUILDING CODE FOR CORROSION RESISTANCE. B) REFERENCES: TEST REPORTS FTLb8578 Sees; ELCO ULTRACON NOA; ELOO CRETEFLEXNOA; ANSYAFBPA NOS FOR WOOD CONSTRUCTIONAND ADMAWMINUM DESIGN MANUAL 10) THE210SERIESHDRRONTALROLERWINDOWWAS FORMERLYKNOW14ASTHE201 SERIES. DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS NOT RATED FOR I IMPACTRESISTANCE SEE NOTES SEE NOT THIS SHEET THIS SHEET B 3• TYP. XOX (1/4.1/2-1/4) ELEVATION — Ta•mgm — T9'BUCKWID7H 6es TABLE I: e xR f B SAM FIXED VISIBLE VISIBLE LIGHT LIGHT 334116, 3 ASH SASH B FIXED VISIBLE SIBL LIGHT LIGHT LIGHT -i SHEETS C 48e ALWAYS T — B If 33/18' REQUIRED SEE NOTE D. THIS SHEET ®CORNERS TYP. XO ELEVATION (OX SIM.) \\R II11I DESIGN PRESSURE& )RL1ro%—_ 3 DESIGN PRESSURES, XO%......_... 4 INSTALLATION.STDMR.................I INSTALLATION, HD MR ............... 8 GLALNO BETAIL.9......._._._........ 7 EMRUSION m 33/78• I-' ArmOTH SV OUCK W DTH B SHEETS 888 9T IGHT or BUCK HEIGHT goFIXED SIBLE LIGHT / f L 65.718• SASH VISIBLE UGHT / 2S7/16" SASH VISIBLE LIGHT 58.1/0• FDIED VISIBLE LIGM / V REQUIRED THISSHEET I —�{ j•F— 3' ®CORNERS SEE NOTES B A C, THIS SHEET TYP. XOX (1/3-1/3-1/3) ELEVATION Anchor . GroupAnchor Substrate Min. Edge DI#enco Mln. Embedment A 7/4' StWI Ulimcon HOIow Black, (ASTM CIO) 1• 1-7/4' B 912 Steel SMS (GO) or 01241O SS SMS P.T. southern Pine (SG -.85) 9/78" 1.3/S' A30 SIeN, .120' min Va. Mm. eI3 Uueatle beyond yodel eubabole A853 Stud, Gr. 31, 0.G108'• MA (20 Ga) 3/8" Alumiman. 80B3-T5-12 min. w 11w SIeN Liman mean Concrete (MIA. 2.7 ke1) 1' tall• GRmte"Ied Black. (ASTM CB 241V 1-314' C 114.41088 CmeRek Concrete On. 38 kB 1' 1-314• . Hall" Block, 6Th7 Ce0 1;4—' 1.1/4' WEEPHOLE N07E8 (SEE WEEPHOLE DETAILS SHEET 70FB% A REQUIRED IF W R)OW WIDTH IS OVERSP. B. REQUIRED IP WIMDOW WIDTH IS OVERW AND UP TO W. C. REQUIRED IF WINDOW WIDTH IS OVER BV.. D. REQUIRED IF WINDOW WIDTH 15 OVER 45•. •��: .�f1 .•. 5 7�. �i�.P '•.. FLOR\O?� lj�� /'YiCSsIONAL\\\``� IWO TECRWDLOGY DRIVE N. VENICE. FL 34275 BOX1520 NOKOM 0. LYNN un cR P£ CERf. OF AUNT. 429296 SHEETS 88B �Mrzll APP'A'W m mmDlkhRq \riot Ux Bu)1 CD 0� NHw4 6y. Ovm ReHelDm�4 Mt4arld 0N4mOCNm R.w.4 Br• Ram w.waR GENERAL NOTES & ELEVATION J ROSOWSKI FIG- Dofic HORIZONTAL ROLLER WINDOW DETAILS 12101/11 AHaa/Ya4sa Saks Sono RmNnp Nw INr. HR-210 NTS 1 OF 8 MD-HR210 01 1 ANCHOR ON 1 ANCHORAT EACH SIDE OF CORNER THE MEETING RAIL MIN.3 ANCHORS IN JAMB FOR WINDOWS UP TO 44. MIN.4 ANCHORS IN JAMB FOR WINDOWS OVER 44° 1ANCHORAT CORNER VWMA)( MIN.3 ANCHOR: JAMB PC 17-MAX.O.C.FOR WINDOW: WINDOWS UP TO 03• TO 44°, MI TALL, 20° M. O.C. ANCHOR: FORWINDOWSOVER63• JAMB PC WINDOV OVER4 W I -- 8'MN W MAX FROM H--' CENTER OF MEERNG RAIL 02) ANCHORAGE FOR ALL XO/OX CONFIGURATIONS 1 1ANCHORON ANCHOR 1ANCHORGN 1ANCHORAT EACHSIDEOF AT EACH SIDE OF 1ANCHORAT CORNER THE MEET&1G FDETPo U THE MEEG CORNER 1 RAIL LITE RAIL MIN.3 ANCHORS IN JAMS FOR WINDOWS UP TO 44. MIN.4 ANCHORSIN JAMB FOR WINDOWS OVER44° -Iw- �1 J_ 10C a 6• MAI(. FROM MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS SEE TABLE 2, 1ANCHORON THIS SHEET, FOR IANCHORON EACH SIDE OF ANCHOR EACHSKIEOF 1 ANTHEMEETING QUANTITIES THE MEETING CORRNERNER RVL ---. 11 RAIL 1 ANCHORAT CORNER V MAX I IIN R W 4.4 1TM O.0 IIN R 5 '- a a 1 e MAz �I� 8•MAx� F"-B•MA%.FMA%.00� MEERNORAIL OU(%2)--I ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TABLE Z. x FRAME FRAME FRAME HEIGHT 383'B' 44° 60S/B° W, TYPE WIDTH ANCHORGROUP ANCHORGROUP ANCHORGROUP ANCHORGROUP A B C A B C A B C 6747 1 1 1 1 1 1 7P 2 2 1 1 2 1 1 1 1 STANQARD MEETINGSIT 2 2 2 2 2 1 Z22 1 1 1 RAIL 2 3 2 2 2 2 1 1 1 Iff 3 3 2 2 3 2 1 2 1 12T 3 3 3 3 3 2 2 2 1 wir i 1 1 1 1 1 1 1 1 1 1 1 HEAVY. 74• 2 2 1 1 1 1 1 fx1fY 05' 2 2 2 2 2 2 1ID• 2 3 2 me 2 2 22103' 3 3 2 2 2 2 24 3 3 2 2 2 SEE TABLE 1, SHEET 1 XO,O%&XO%: EGRESS HEIGHT: -44iA1 EGRESS WIDTH: 2-3.1!! xox +4•tmv4p EGRESS WIDTH: /4-2.6liB xoxnro-w•113): EGRESS WIDTH: WW/3-6 x X0, OX B xOx SASH VISIBLE LIGHT HEIGHT: (WH-6) FDEO VI9IBLE LIGHT HEIGHT; -4-71nB XO&O% SASH III XM(IWOfED VISIBLE MGNTWIDIH: Q•3-]/1B %O%p VISIBLE Lx FIXEDN61BLE LIGHT WIDTH: (WW Q-M3B) FI%ED VISIBLE LIGHT MOTH: (WWl2-b1&16) XOX f1/3.1 9ASH 8 FO(ED DVI VI616LE LIGHT WIDTH: (WWfJ-9-Bf16) '��:'VGEN66 '•. i ^ �• N TF� j�` S Z: ALN,NNnL�+}. PE. P.E.BBBTB3 UUT DeLo:IpVarr. ANCHOR SPACING & QUANTITIES mm By. J ROSOWSKI 1070 TECHNOLOGY DRNE N. VENIC�E%5�27s NOKOMIS: R 34274 ny., HORIZONTAL ROLLER WINDOW DETAILS DON: 12/01/11 w-TM SG HR-210 NTS rN 1 2 OF 8 Dro�M2 Ra I MD-HR210-01 Re% CENT. OF AUTH. /2B2BB Xo oR oX CONFIGURATIONS MAXIMUM DESIGN PRESSURE RATING e (P �) STANDARD MEETING RAIL HEAVY DU1Y MEETING RAIL FRAME WIDTH GLASS TYPE FRAME HEIGHT FRAME HEIGHT 38.9/B" M. 50-5I8° 63" 38318° 44" 60-518' 83° 72° Gleaa 1 iS5.0/-90.0 +66,0/A0.0 +65.0/•88.8 +65,01.07.9 +55.0.90.0 +65.0/-80.0 tb5.0/•88.9 t66.01A7.8 WA 28.112" Gleaa 28 3 +66.O1•90.0 +65.0/-0D.0 t66.0/-00.0 +65.OI4M.0 +65.O1.90.0 +66.O1•80.0 +65.01-9D,0 +66.0/•90.0 +56,0/-90.0 Glass 4 8 6 +65.0!•90.0 i55,01.9D.0 +55.OI50.0 +55.O1-90.0 +55.0/-80.0 +65.01.90.0 +55.0/-§0.0 +55.01-90.0 +55.01-90.0 Glue 1 +65,01-73,b +55,01.81.2 t55.0158.0 +49.7l-09.7 +55.0l-73.5 +65.O1g31.2 +56.0l58.0 t49.71-08.7 WA 37" Glees 2 8 3 +55.0/-9D.0 t65.01.90.0 +65.01.87.2 +65.01�7.2 +56.0%B0.0 +56.0/4)0.0 +65.01.90.0 +SS.0/4)0.0 +55.0l-77.9 Glass 4 8 6 +65.O1-9D.0 +66.01-90.0 +65.0/-00.0 +66.0/-94.0 +65.0/-90.0 +65.0J-90.0 +55.0/-90.0 +55.0/•90.0 +55.0/•70.1 Glean 7 +55.0!•87.5 +63.7153,7 M4,0I-04,8 +35.5/35,b +65,O1.87.5 +53,7/53.7 t44.81-04.8 +36,b/•35,6 WA 46" Glass 2 +65.01.90.0 +55,01-80.0 +55.OI.7b,0 +65,0/57.1 +55,01.90.0 t65.01A0,0 +55.01.89.2 +55.01.77.2 +56,01.85.8 Glean 3 +65.0/-90.0 +65.01.90.0 +66.0%76.0 +65.0/5'!,1 tB5,01-90,0 +55.0/�0.0 +65.01-00.3 +66.0/•83.8 +65.0%6/.1 " Glees q 8 b +66.01.90.0 +65.0/-90.0 i5b.0/�80.0 +55.0%71.4 t55.01.90.0 t55,01q)0,0 +55.01.90.0 t55,01.77.4 +55.01.88.0 Glass 1 +55.0%88.0 +63.11-03:1 i43.8/-03.8 +32,3!•32,3 +55,01.86.0 t53.1/53.1 +43.81-03.8 +32,3132.3 WA 49„ Glace 2 iG6.01gX1.0 +55.0/-85.1 +56.01.70.6 +63.4153.4 +65,01.90.0 +66.OI�8.8 +65,01-79.8 +56.01.68.0 +66.01.81.3 Oleee3 t65.01.90.0 +65.0/�6.1 +66.0l70.6 +63.41.63.4 +65,0%90,0 +65.01.90.0 +65,OI.7B.6 +65.OIS8.1 +60.8150.8 Glace 4 8 5 +65.01.90.0 +55.0/g30,0 +65,0l-08.1 +65.01-08.7 +55.0%90.0 +66.O1.90.0 +65,0%80.0 +55.0/-72.3 +66,0/Bi.6 Glace 1 +b5.014;,q.7 +52.4I52.4 +43.fi1-03.6 +31.2/31.2 +SS.O/•63.7 +52.4/4i2.4 +g3.5h43.5 +3 .2l-31.2 WA 53.1/8° Glass 2 +66.0l-9D.0 +55,0lA1,0 +55.01+38.7 t60.2/50.2 +55.01-90.0 +55.O1-05.0 +65.01-73.8 +65.0159.4 t54,0154.0 -Glens 3 +b5.0/A0.0 t55.0/-01.0 +55.0/68.7 t50.21•50.2 +55.0/-9D.0 t55.0/•80.0 +55.01.78.3 +b6.01d8.2 +g8.81-08.8 Olesa 4 8 5 +55,0/g30.0 t66.0/-90,0 +55.01.83.4 i66.O1A2.7 +55,0%90.0 +55.01-00.0 +65.01-9D.0 +56.01�8.0 +65.0/S1.4 Glees 1 +66.0159.2 +60.41gi0.4 +g2.B1-02.8 i31.8131.0 +56.0%69.2 t60.41.50.4 +42,81.42.8 +31.8/�31.8 WA 81° Glass 2 +66.0/439.2 +66.OI.75.1 t55.0%61.1 +q6.4/-05.4 +65.0/g39.2 +65.0/-78.3 +65.OA67.2 +61.0/4i1.0 +g4.0/-04.0 Olesa 3 +65.01-90.0 +65.O1•75.1 +55.0/A1.1 +45.41-05.4 +55.0%90.0 ib5.01.90.0 i55.01.77,0 +55.01.67.2 +40,41-06.4 Gleee486 +55.01-90.0 +55.01-00.0 +55.0/-78.4 +65.OIfi8.7 +65.0/•90.0 +SS,OI-90.0 +55,0/-02.B +55.01.81.6 +51.8/57.8 Glass 1 +55.0758.3 +4B.5l-0B.6 M1.8/-01.8 +32.0/32.D +55.0%58.3 +48.61-08.5 +41.81-01.8 +32,OIJ2.0 WA 88, Olase 2 +55.0/•78.7 +55.01.72,b i55.01-b8.b +43.0/-03.0 i65.0/-79.7 +55.O1•77.1 +55.0/•85.2 +49.31-09.3 +41.7J-01.2 Glens 3 +55,0/-79.7 t66.0/-72.6 +65.OIS8.5 +43.0/-43.0 +55.01.79.7 +55.0/-78.7 +55,0/•74.8 +56,0/57.6 +g7.01-07.0 Glees 4 8 b +65.0l-79.7 +66.0/-79.7 +55,0/-73.1 +63,BI-63,8 +66.0/-78,7 +66.0/-79,7 +68,01.79.3 +66.01.58.3 +gB.91.48.9 Glean 1 t61.1/�1.1 +g4,21.94.2 +36.9/-39.9 i3D.01.30.0 +51.f151.1 ig4.21-04.2 +38,91.38.9 +30.OIS0.0 WA 74° Oiess 2 +55.0/-03.5 +55.014,3.5 +55.0/55.3 +q0.0/-00.0 i65.0lA3.6 +55.0/63.5 +55.07�2.0 t47.81-07.8 +39.6/-09.6 Giese 3 +65.0/A3.5 +55.01.83.6 +55.0%55.3 +40.01.40.0 +55,OI-83.5 +55.0/$3.5 +65.01.83.5 +54.1154.1 +45.01-05.0 Glass 4 8 5 +56.0/-63.5 +55.0/-63.b +55.01.83.5 +S0,0I50.0 +55.01.83.5 +55.01$3.6 +55.01.63.5 +Sq,y54.2 +45.11-05.1 APru��.f ..,..wiP�Y"igw4A W° oe 1 or �gae 12 .o¢ TABLE 3: TABLE 4: 44 8 O a d o �d O 12 ro O O ° 1Y m X W K yp F Nam_ :3 0y K R Z i) USE THIS TABLE FOR AU.=OX WWD0W5 PERBo THE ELEVATION ON SHEET I. DIMENSIONS SHOWN LG ARE TIP•TO-TIP. It ;,-, R Z o 3) FOR SITES NOT SHOWN, ROUND UP TO THE NEM AVAILABLE MOTH OR HEIGHT DIMENSION B� N 6HOWNONTHETABLP. OP3) DESIGN PRESSURES MAY BE IMERPOLATEDaBETWEEN6GES. p CONFIGURATIONS APPLICABLE TO THIS SHEET. tl �� b XO ` ,LIII I�1�',' ........, ,i`� ` ,- �LL -d�W'd f'r 0 0.. IE- Ty ,7 z y� 3 :'oHf' �.. Q� a ox �. .. .. RD `: Glass Types 1 1/9" Anllealetl 1/a°Tampered 2 0/18°Annealetl va° anneelea e Ire° AMeeletl•f/4' Alrepaco-fla° Annealed 3116°Armeals6:V1a'Alrmpeee•t/a°Annealed 4 sne^ remperea 1l4°Tempered 6 1!B' TempsleE-1/4° Almpao-tla° Tempema 3118"Tempele0.'L,6'Aaspeco-118'Tempama' INSTALLATION OPTION 1 CONCRETECMU STANDARD MEETING RAIL Q T iX WOOD INSTALLATION ANCHORS INTO 2X WOOD. PERANCHOft TYRANCHORTYPE, BUCK RIP. - REOUIREMENf CONCRETE OOPTIONAL EDGE EMBEDMENT EMBEDMENT AND EDGE BEE NOTE 2, ORCMU 2XWOOp p19TANCE DISTANCE PER SUBSTRATE 1H196HEET. 60 ADDONFLANGE T 11 SEETABLEI,6HEET1. ANCHOR PER FLANGE® j .:::. j. 1/4•MA% HEAD, SHIM 10 y •�': RENTREQUIRE. EDGE 23 B3 9G SILL BJAMBS EMBED. DISTANCE /• X 30 64 x MEAN 44 SASH BASH VISIBLE TYRANCHOR y„� VISIBLE O LT 1 IGH TYPE, EMBEDMENT 67 LIGHT IDTH EDGE AND EDGE WIDTH - - WDISTANCE DISTANCE PER UB9TRATE,BEE 76 14SF1U 74 IBLE TABLE I, SHEET I. P6 24 70 ' LIGHT 6 80 WIDTH EMBED- QI ETANDMO STANDARD INSTALLATION MEETING RAIL B E%TERIOR 6 MEETING RAIL 1% BUCK ANENT FIXED OPTION INSTALLATION VISIBLE INSTALLATION 9UCIIWIORI O TPO TP jOD{3 LIGHT ANCHORSDIRECTLY •'INGYALLATIONiWCHOR9 HEIGHT INTOMASONRY. TIP-T TIPWIDTH . TK(YOUGHIX@ CKSTRIP SASH HORIZONTAL SECTION A -A ! ; .INTb'MAS NRY• VISIBLE L,.� nH TE�HfP LIGHT I 1/4-MAX SHIM HEIGHT 6 a '�=1 d728TEEL 4 2X WOOD rip. ANCHORTYPELLRi, BUCK EMBEDMENTANO NGE HEIGHT X� SELFDRILLINGMUE 10 -- �( 11 P, ' BAPS D6,6EETABLE DISTANCE PER SUBSTRATE;' 1. SHEET 1. SEE TABLE I, SHEET I. 24 DADE APPROVED ----- —.—_-- 32 MULLION, ALUMINUM, 0 31 STEEL FRAMING OR STEEL _ SASH VISIBLE STUD. BEE SUBSTRATE �l LI0 TWIDTH PROPERTIES, TABLE I, -- - -- 4'GM SHEETI. 12 M EACH ACH 3 MEETING RML EXTERIOR 25 I FIXED VISIBLE INSTALLATION any STANDARD-"i LI°NrwoTM INSTALLATION TYP.MICHORTYPE, OPTION4 MEETING RAIL ° EMBEDMFMANDEOOEL OPTION 1 2 DISTANCEPER INSTAMATION BUCK WIDTH INSTALLATION SUBSTRATE. SEE ANCHORS TIP-T6TIPWIDTH MCHOU Nro % 2B TABLE I, SHEET I. DIRECTLY INTO WOOD. METAL. HORIZONTAL SECTION C-C 1 BucKsn lXWOORIP, NOTES: SEENOTE2, 1) USE ONLY SUSSTRAT6APPROPRIATE ANCHORS LISTED ON TABLE I OF SHEET I. FOLLOW EMBEDMENT AND EDGE THMSHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. PAPmObWB grOmpiyaS11i16Uw 1/4'MA%6MM 2) ALLWCOD BUCKS LESS THAN I.171 \\II II I111/ bmo / �/� ..,r •... :.. „ TO BE CONSIDER \\\\ l4•{........ A/14 Yip' x1M W. DaM: RMNen: NOA THICK ME E01% R. r A. .': %..�.; .. •:,•:. INSTALLATIONS. IXWOODBUCKSME �. ti0�,• c6NSE•, q T Ph. �E 1XW000 : •' CONCRETE PER OPTIONAL UNIT MAYBE INSTALLED _ .••. 1 OIRECTLYTO SUBSTRATE WOOD BUCKS * �` BUCK ,..��'...: .:• . ), ..-`: REOUIRENINf #':: E�IOR DEPICTED AS M ARE 1AW MCK OR N0. 58705 �!. ...' GREATER.IXANDUBUCKS(W'HEN USED) SHALL BE DESIGNED TO PROPERLY * ® bcrmtron: Onm By: • , INSTALLATION TRANSFER LOADBTOTHE STRUCTURE. %•0 ••• 323 )�:i INSTALLATION DETAILS, STD MR J ROSOWSKI OPTION WOOD BUCK DESIGNAND INSTALLATION ���'•,• ST o Ole VERTICAL SECTION B$ INBrauAnaN ANcxoRs IS THE RESPONSIBILITY OFTHE ,I� AY0F6pp; G,�=� 1070 TECHNOLOGY DRNE T91c rob: THaou6H 1x6ucK6TwP ENGDiEER OR MCHRECf OF RECORD. �. C,S''•••... .• N. VENICE, R 34276 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 MAXIMUM SHIM THICKNESS TO BE I/4'. �YT S/QNAL� . P.O. SO% 1628 INTO MASONRY. ///lll II111\\ HOKOMS; R 34274 S.O. NOON: Smlc Sh..L Ikv�lnp Na Rer. A LYNN MILER, P.E. CERT. OF AUNT. 52929E HR-210 NTS 5 OF 5 MD-HR210-01 P.E.04Bm5 INSTALLATION OPTION 1 CONCRETMMU INSTALLATIONANCHORSINT02XW000. PERANCHOR HEAVY DUTY MEETING RAILQ IxWCQD REQUIREMENT TYP.ANCHORTYPE, BUCKSTRIP,-', CONCRETE ,OPTIONAL EDGE EMBEDMENTANDEDGE SEE NOTE 2, J ADOON mW00° DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE, TI1188HEET. 1 ORCMU FLANGE ® }T 11 SEE TABLE 1, SHEET 1, PER HEAD, V4'MA% ANCHOR _ ~ SHIM .`•1 REQUIRE - SILL SJAMBS EDGE 23 x 88 30 B0 MENT EMBED, DISTANCE - 64 10 x MENT 44 .: • ••• SASH 0 VISIBLE 1 PE. EMBED '�i, LIG _ LIGHT EDGE TYPE, EMBEDMENT , 67 LIGHT I� -- MOTH DISTANCE AND EDGE WIDTH _:.___—_ DISTANCE PER SUBSTRATE, SEE 76 I FI%ED I 74 }II-- TABLE I, SHEET I. 25 70 6 I 21 80 WIDTH EMBED INSTALLATION ExTERIoa 1X BUM MENT FRIED I I OPTION2 7 HE^W°� 7 HEAw DUTY INSTALLATION VISIBLE INSTALLATION MEETING RAIL MEETING RAIL LIGHT ANCHORS DIRECTLY BUCK WIDTH OPTION 3 HEIGHT 7INTO MASONRY. TIP -TO -TIP WIDTH IMITA ONTIX BUOKBTRIH'OP SASH HORIZONTAL SECTION A -A INTO MASONRY. ,TIp N81SLELIG*ff ...J 0 ,I I: HEIGHT 114'MAX.SHIM 01E II x( SELF-DRILNNO TABEL LE SMSIG6),SEETATI. I i, SHEET I. DADEAPPROVED 32 MULLION. ALUMINUM, 31 STEEL FRAMINGORSTEEL MO. SEE SUBSTMTE 4'CUT LENGTII PROPERTIES, TAB LEI, 12 ®EACH SHEET I. MEETING RAIL INSTALLATION EXTERIOR TYP. ANCHOR TYPE, OPTION4 1 EMBEDMENTANDEDGE INSTALLATION tl DISTANCE PER SUBSTRATE, SEE OBTECTI.Y R4T0 N TABLE 1, MEET 1. METAL I] 1XWOOD NOTES. BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE SEE NOTE 2, ANCHORS IISTEOONTABLEIOFSHEETI. THMMEET. FOLLOW EMBEDMENT AND EDGE DISTANCE 19-MUSHIM LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIM OFTHE WINDOW. ARE T WOOD BUCKSRED 1X INSTALLATIONS. THICK :ETE f'ER 1•": ARE TO BECONSIDEREDMO OPTION INSTALLATIONS IX 'NOR WOOD BUCKS ARE OPTIONAL UNIT MAY BE � REQUIREMENT • . •. SUBSTRATE. E. WOOD ; SUCKSDEPICTED AS2XLY SUCKSINSTALLEDDEPICTED OR INSTALLATION GREATER. SUCKS(WHENUSED) 2X2XARE(WHEN USE DESIGNED SHALL BE DESIGNED TO PROPERLYTRANSFER VERTICAL SECTION B-B OPTION 3 LOADSTOTHESTRUCTURE. WOODBUCK INSTALLATIONANCHORS DESIGN AND INSTALLATION ISTHE THROUGH IX BUCKSTRIP RESPONSIBILTTYOFTHE ENGINEEROR ' INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. SASH VISIBLE I _ LIGHT WIDTH f�— — BUCK WIDTH TIP.TO-TIP WIDTH m No. 58705 •* =Di4 L�t7•'•. STATE OF ..0 A LYNN MILLER, m 1070 TECHNOLOGY DRIVE K VENICE• FL 34275 P.O. BOX 1528 NOKOMIS; FL 34274 CM. OF AUDI. #MnS PIKED VISIBLE UGHTWIDTH WOOD. A m.*yiROWffij o 01 g§v All M Dy �TION DETAILS, HD MR J ROSOWSKI aft: JAL ROLLER WINDOW DETAILS 12/01/11 SNs 54nE D " Nu Rae 0 NTS 6 OF 8 MD-HR210-01 RAIL ASSEMBLY DETAILS OSILLADAPTER 1/8'ANNEALEDOR TEMPERED GLASS BD &4 .382'MIN. Alk GLASS BITE S, 118" GLAZING DETAIL VIWMNEALEOOR �.I 1/4'ANNEALEDOR TEMPEREDGLASS I TEMPERED GLASS —I 'SS 81 SS B2 38Y MIN. 88Y MN. GLASSHME GlAS9 BITE 81 8, 3/18" GLAZING DETAIL 1/4" GLAZING DETAIL 10 MIN. GLASS STACK 1ICAIRSPACE 11S`ANNEALEU OR TEMPERED GLASS 118"ANNEALEDOR —VTEMPERED GLASS .3B2'MIN. GLASS BITE 1/2" I.G. GLAZING DETAIL 1/4'AIRSPACE 3H8'ANNEALED OR TEMPERED GLASS 1I2'MIN. GLASS STACK 3HB'AIRSPACE Jot ....... MNlha d — 1.fiG0' —� GLASS BITE 1� B, - �_2:N �'. No � Q.. % g � ��O•Z � •�'A � � 4.' 62 V zOslu WEEPHOLE DETAILS Y � �'•Ox�`� SHOWNNRTHOLITWEEPHOLECOVERS. 1I2"I.G.GLAZINGDETAIL SEE SHEET1FOR pUMlTITYAND SPACING :�yr•' e i� 4'1, (i `` 3116 AIRSPACE ��31IIp IIIItPT1T` TARI F 7- Item Dwg0 Part# Description Material 1 215B 8215W Frame mesa 6053-78 2 284 6264W Frame Slll B033.76 3 266 6265SW Bill Adapter 6083-TB 4 214A 6218W Frame Jamb Fixed 808346 5 219 51088W Flame JSmb (Operable) 8D63-T5 6 220B 8220W Fixed Meeting Rall e083-TB 7 267 8287W HeaW Duty Fixed Meeting Rail 606346 6 223A 6223W Sash To & Bottom Roll 6083-76 9 223A 6223W Sash Bottom Rail 8063-TB 10 221B 6221BW Sub Side Rail 6063-16 11 222 6222W Sash Meeting Rail 60B3-T6 12 270 6270W Dolibone Reinforcement 6083-TB 13 2785 62785W Sash Stop 606346 20 4080 74080BK Meeting Rail Sweep Latch Plug Rigid PVC 21 242 42105W Sash Top Gulde U-lack) RI Id PVC 22 227 42114W End Cap Rid PVC 23 1213 80200K .19D' X.200" O9on We Frame Flex PVC 70 24 4060 640660 .157" X.230" Fin War. 25 1003C EG80 KK Bulb Vinyl WSID. (Sash) Flax PVC 70 28 275C 70276CK Frame Sill Gasket Polyethylene 27 273A 70273AK Fromm Head Gasket Polyethylene 28 280 70280BK Sash Gaskets Polyethylene 29 7HRKrIW Wee hole Corer Plastic 30 1095 71096W S"ap Latch Cast Zinc 31 225 42112N Roller Housing & Gaide Vinyl 32 226 70RWHL2 Roller Brass 4D 1165 781POA 98 X 1' OUAD Ph SMS Steel 41 1165E 781PDX #8 X1" S . PM SMS 41O SS 42 781PSTX #8 X 1" S . Ph. Man Fast SMS 41O SS 43 78X38PSA #8 X.376' Sq. Pn. SMS Steel 44 1016 7868M #8 X.626' PtL FI. SMS Steal 50 1285.3 712863K Setting Block 3/32" X 1/4" X V EPDM 51 1207 71207N Setting Block 1/8"X1/2"X11 EPDM 62 6DURAK310 Dumseal-B/16- (IG on 63 BOURAK14 Dureseal - IM (IG on ) 64 1025 61626W 118' Bead Aluminum 65 2719 0501OW 3/18"Bead Aluminum 68 1283 65133W 1/4' Bead Aluminum 67 1253 OVT48W I.O. Bead Rigid PVC 70 1014 61014FW Semen Frame Aluminum 71 1831 47D41W Screen Comer Key ND Ring Vlryl 72 1830 47042W Screen Comer Key with Ring vinyl 73 320 7320SPNG Screen S deg Spring Steel 74 162A 81824K Screen Spline-.135"Da. Foam RUOber 75 1635 61635K Screens line-.135"DIa. Hard Rubber 76 Screen Cloth I Fiberglass 80 134 58616W Ad"n Fledge Opt] a 1 5063-76 81 Dow Coming 899 Sllloone Glazing Sealant or Equiv. 90 1/6" Annealed or Tampered Glass 91 3110" Annealed or Tempered Glass 92 1/4"Amealed or Tempered Glass 93 1/8"-114" Air A". or Tem . I.G. 94 1/8"- 3/16" Ali.3/16" An. or Temp. I.G. ATW .use' Aar 2.428- .Oar 1.547 1b4S ear oar 2.1W 22W 06083MBALUMINUM 0800 1hMUMINUM E HEAD FRAME 06083-TOASILLADALUMINUM 08003-I'MUMINUMI 0MM6A 101NUMRAFRAME JAMB aLE1 1.01r .082' OB FO(EO MEETING RAIL BOBIT6 ALUMINUM r 1.116' 1 .ow(= 12 DOGBONE REINFORCEMENT e0&lTBALUMINUM 1.BBS �J.090' .Ow2AIVIAr ,�I�GJjI[I1I .92�8' �IIIII�I►— i .083' .082' T ASHMP&BOTT O BO69•Ta ALUMIrNM 06-WAWMINUM RNL 10 6063-TBALUMINUM 11 608YT6SASH MAWMN .781• 04r .L 13 SASH STOP 60OX75ALUMINUM i 1.185 iyI — oar .06r -- T ADDON FLANGE 99a3-TBAWMNUM APWmBB'p wmm jy7 gwul.dn Dq. R.WW 6y: Oft: ftw... m1 am'.m on om.: Rrvbrorc A — Ely ® oercnptrwa main ey. BOM & PART DETAILS J ROSOWSKI 1070 1ECUNOIDD1 DRW Tias: DeG: M VENM R M275 HORIZONTAL ROLLER WINDOW DETAILS 12/01111 P.O. BOX 1529 NOKWIS; EL 34274 Sw-vwa0e5 Snle: g11�4E OmKMp N". Rm. CEAT. OF AM. g2829a HR-210 NTS 8 OF 8 MD-HR210.01 MIAMI E MIAMI-DADE COUNTY ��� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Plorida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeeov/nera/ PGT Industries 1070 Technology Drive, North Venice, Ff. 34275 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 PERA -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 tho right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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:y a ea "670HP�—"�tllaminnm 3liaiug Glass:Doorsw /Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0003 IRev C, titled "Series 670 H.P. Aluminum SOD -NI", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/02/11, signed and sealed by 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See table 1, sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. Nominal 5/8" max. airspace is applicable for I.G. glazing with Truseal Duraseal spacer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Many 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 # 09-0826.14 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11-101&18 MIAMMADacoUMY Expiration Date: March 24, 2015 Approval Date: December 15, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.14). 2. Drawing No.PGT0003 Rev C, titled "Series 670 H.P. Aluminum SGD-NI", sheets 1 through 10 of 10, prepared by manufacturer, dated_08/05/07 and last revised on 12/02111, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.14) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up dmwinga.and.installation diagcatta.o£.Aluminum.Sliding,Glass.Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5987 and PTL-5995 C. CALCULATIONS i. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared by MT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-24-09 and last revised on 12/15/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.14) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS I. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement Ietter of conformance to FBC'2007and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.13) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.14, expiring March 24, 2015. 2. Test proposals No(s) # 09-0177, 0177-A, B & C approved by BCCO. Isa.•� I 4LL4n�� Ishaq L Chanda, P.E. Product Control Examiner NOA No 11-1018.18 Expiration Date: March 24, 2015 Approval Date: December 15, 2011 E-1 +, GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM 01-(1) LITE OF 3/16•MG RPA, EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART (PSF) 0-VO( G2IL ITE of 3(l TEMPEREDGLASS +tYe- 2, DERED 1) LITE OF 114LPRESSURE E IGN1PRE � (9SURE& A NEGATIVE DES IGN GN LOADS BASED AIR SPACE +(1) LITE OF 3H8• TEMPERED 0TEMPEU1SS. SEE TABLES 1 $ 1A, SHEET4 GLASS. ITE OF IW GLASS ON TESTED S. POSITIVE DESIGN LOADS BASED AND TABLES ASTM E 1300. ON WATER TEST TABLES 3, ANCHORAGE THE 331/3%STRESS INCREASE HASNOTEEN COME INTO CONTACT WEIR OTHER DIS6IMILAR USED IN THEDESIGNPRESSURE OF THISPRODUCT. MAT ERIALS, INCLUDINO BUT NOT LIMPED TO STEEL SCREYVB, MATERIALS SHALL MEET THE REQUIREMENTS ANCHORAGE ANCHORAGE DETAINS SEE SHEET S. OF THE FLORIDA BUILDING CODE. FOR 4. SHUTTERS ARE REWIRED. NOA DRAWING MAP 6. INSTALLATION SCREWS, FRAME AND PANEL CORNE G. REFERENCES: TEST REPORTS FTL'6WT AND FTL•6896, 9 TO BE SEALED WITH NARROW JOINT SEALANT. SHEET ELCO TEXTRON NOA: 07-0426.01. 0301l2S.TIS. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO GO DATED 08A07A19 GENERAL NOTES ............. 1 ANSNAFRPA NDS•2005 FOR WOOD CONSTRUCTION AND ADM•2006 ALUMINUM DESIGN MANUAL ELEVATIONS MPLY WITH THE REQUIREMENTS VELOCITY HURRICANE ZONE pMLZ). OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH GLAZING DETAILS ._........ 3 B. DOOR SIZES MUST BE VERIFIED FOR COMPUANCE,:MH 9. CONFIGURATIONS: STRAIGHT DOORS -MAXIMUM 2 T�tACKS ANCHORAGE .....................4.0 EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. DESIGN PRESSURES....._ 4 SEE EXAMPLE ELEVATION AND P BLE Y 9 FT. (10" HIGH WITH A MAXIMUM OF FOUR 4 FT. NOMINAL WIDE DOOR PANELS, ELEVATIONS ................._. 7 D.LO.WD7I{n NOMINALPANEL D.L.O. HEIGHT- NOMINAL PANEL ...__.... 7 DTH-7' VERT. SECTIONB...._........8 K,Hi-8.26• NORM SECTIONS __........ a PARTS LIST ..... ...... _.......... 9 NOTES PERTAINING TO ANCHORAGEDETAILS ON 8 ET B4EXTRUSIONS ..... .......... 10 USE ONLY MIAM4DADE COUNTY APPROVED ELCO I/P OR 6/16-ULTRACON(FORMERLY TAPOON) CONCRETE ON THIS SHEET FOR EMBEDMENT, EDGE 1. FOR CONCRETE APPLICATIONS IN MUWMIMADE COUNTY, SCREWS OR 11P ELCO SS4 CRETE•FLEX SEE TABLE 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWSI(Gn I WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1 1;1 DISTANCE AND SUBSTRATE REQUIREMENTS, 1/4•ELCOSS4CRETE-FLEXMAYSEUSEDGNSTEADOF912 SCREWS. THICK. Ix WOOD BUCKS ARE BUCKS DEPICTED AS 2x ARE 1R- THICK OR GREAT�R BUCK DESIGN AND INSTALLATION IS THE REBPON,r,.0 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD 1X AND 2X BUCKSWHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STAUCLURE, Y OF THE ENGINEER OR ARCHITECT 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM S�AU. MEMBER SHILL BE OF A SIZE TO PROVIDE FULL SUP, OF RECORD. BE A MINIMUM STRENGTH OF 6083•T5AND A MINIMUM OF 1/S-THICK THE ALUMINUM STRUCTURAL PORT TO THE DOOR FRAME SIMILAR SHALL ANCHO AGE METALREQUIREMENTS MENTS YOUTH FULL THREAD USING ANCHORAGE REQUIREMENTS SHOWN TABLES TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS ENGAGEMENT INTO THE ALUMINUM, LFTHESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES 1, SHTS. 4. FOR ANCHOR TYPE Q ff BILL m TIGHT TO SUBSTRATE. GROUT OR OTHER T FULLY THELE OTHERSIF 4 ARE ACCEPTABLE. TERIAL IS NOT REWIRED. IF USED, NON•BHRMK NONMETALLIC GROUT, 3400 PSI MIN.. (DONE BY OF THE SILL THAT 18 NOT TIGHT TO SUBSTRA)MUST TE I8 WOOD, 309 FELT ORE MASTIC HAVING JURISDICTION. THE IS REQUIRED BETWEEN THE GROUT AND IVSUBSTRATE, SUBSTRATE, HAS APPROVEDSFER SHEAR OAD To By THE SUBSTRATE �Fu112 tbnenr stnnpm wglxr1112tm erwNPx2wNe, x.2.pnwiro �dIL(i M 1 lel 8 �Irpsi IY TYP2 0W fC wre�Ctw 4mY coo .w.l, w mn, vomw IrOwW OIII OnerdeYll BeeuMem 1N• 2TP0p1 o,wracw �mewmw 2tm�x.x.t�w xemee, fTfC. WF^ mpl Dae Q.bF.x 86N W 32WP" OL R 2N. ij . 0.8MBols 1 a! 2 1N 'lMj2fajIlV4I2= .mMlp 2u mVN'r 1 aN 2 IR 1 1N 2 2m EaM�YIF. d• Mhtlmmn Icnw ' 1N11N111 RI m :nw(Hand, m Mq/ NSp F12We Bm BRr{Hs 684 1 w 1' : �OONCNEIESCREW88TRENORI& U24ES8 WiffRH1.4E NOTED * OB ; 17�jaNj Ix pII fCP _j .+.�,a...a of v nr. w-ufw. aum - muI lmk RspIN ;;� NT3 1 • 10 PG7000J MAX. U WIDTH MAX. UNIT WIDTH 145 5/16" UNIT+ia ar !a+\ \pia i iu HEIGHTcrag alaiEIGa:►or 0: 0: x0, Ox, MAX. UNIT WIDTH 191 1/2" OXX, xx0, Ox0 mu, air c:►�i 1: APPROVED CONFIGURATIONS JU ' ( 1 18S 61j H.P. ALUM. SGO - NON•IMPAGT NIIP. NT3 2 • 10 PCilppp,9 200 3/18'TEMPEM 74 20111VTEMPERED 74 82 82 3/4' NOM. GLASS 3/4' MOM. 78 WE GLASS 78 BITE E)RERIOR EXTERIOR 54 54 3/18" TEMPERED - TYPE G1 1/4 TEMPERED -TYPE G1A 208 1' NOM. I 31/0'TEMPERED 209 11NOR 1l4'TEMPt7tED WAR SPACE 3Mr7EMPERED 74 1?AIRSPACE 74 1/4' TEMPERED 83 oaosPcr.worn 83KTYPEG2A ►oti„"Ls """' 3/4' NOK w �' GLASSM. U tv U.1- IC79 BRES 79 EXTERIOR EXTERIORn u u NSEAL SPACER ``aONY IYNN.. 55 TRUSEAL DURASEAL SPACER��:' V ENsE '(•� 1P I.G. - TYPE G2 : *: No. 58705 PA /RI I NOS16PPqiLJq)1 Ua-AWNMYAU/ w10 P.F'lN•i•m��O/VYHUM.7 .�P�•/�.-�0. �P,E�• 2. ANCHOR LOCATION; HEAD & SILL ............ _ ADDITIONAL ANCHORS 24" M SEEEXAMPLEANCHORAOEI JAMBS ......................... 6- MAX. FROM BOTTOM AND Ir—_----- ANCHORS PER PANEL' ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A iCLUSTER AMA FRAME JAMB. 1 EXAMPLE OX(ANCHORAGI (3) PANEL, 48" x 88" DOOR I 108' MAX (4) PANEL, 48" x 108" IWELCOSS4CRETE-FLEX 3)5f10'ULTRACON 4) 012 STEEL SCREW(05) 1. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 0' FROM CORNER ANCHORS CAN BE INCLUDED). .ON CENTER WS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL ( INTERLOCKS ON SHEET 6. 'MAX O.C. URLONG JAMB ANCHOR OUANTRIES FROM TABLE ON SHEET 4. --------------- - SEECLUSTERDET., SHT.O------- 3.17 ~ MAX INTERLOCK /% 3Ji' MAXjI ASTRAGAL IN ~I CENTERLINE I / 'I I` nn ll~ CFertcR11N% 2.04' 0" MAX +) L•f- 24' MAX O.C. I �I CENTER OF PANEL ()`) C6.3 HEAD&SILL ANCHORAGE(3 PANEL 2TRACK EXAMPLE SHOWN). (10) ANCHORS TOTAL 4 TABLE ON SHEET 4_ANCHOR TYPES 1 & 21N CONCRETE SUBSTRATE- _- _EXTERIOR_ - C0.3"(36) ANCHORS TOTAL AT HEAD AND AT SILL 21' (14)ANCHORS MAX O.C. PER JAMB (SEE SHEET 6 FOR CLUSTER O.C. SPACING) I --I 1-- 24" MAX. &'MAX. TYP. L- C.LASTRAGAL 19110 MAX FROM TABLE ON SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE nammxaaTm 5 •10 J %�A �••. S�Ay I. . (ALL VERT. SECTIONS) - NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1'��1— 21/10'O.C. 1' MIN. AND E.D. TYP. Exr- L r (17 MAX- SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 T DETAIL A 2-TRACK W/SCREEN FRAME HEAD SEI WOOD INSTALLATION NOT 1' MIN. E.D. TYP. 21M8. O.C. EST 1 amMIN 1/4' J MAX 2x SHIM WOODANCHOR TYP., SEE ANCHOR NOTE 2. SHT.1 DETAIL B. 2-TRACK FRAME HEAD WOOD INSTALLATION FWOOD ANCHOR TYP.. SEE ANCHORNOTE2,SHT.1 1/4' MA EE HOR X (SANC NOTE S, SHE 1) EXT. r 21/18• TMIN O.C., TYP, E.D. DETAIL C. 2-TRACK FRAME SILL WOOD INSTALLATION ------ - - r---------------------- 4SEE- NTIN ERLOOCCIC6IIM.as aua) CENTERLINE IC TERLO KNS MIN. 1.76'MIN. TMINTMIN. MM. 1 t 1 1.76'MM.KOD SUCK TY„ O.C. i0R NOTE 3, SHT.1 2.04' i iY,2,04' ° TYPICAL JAMB CLUSTER FOR DETAILS V A'E' I 3.60' MIN. i II ----- 3.fi0' MIN. _______J L__- ----- 7-TRACK. ASTRAGAL f INTERLOCY &TRACK ASTRAGAL % MTERLOCK BANCHORCLUSTER 8ANCHOR CLUSTER SEE CHART, SHT.1 �1 -------------------- ASWW6pj 1 --- INT. INTER OC as--- r--INTERLOCK I 1/4'MAX SHUT �) :5:• i CENTERLINE 1xWOOD . .�'� SEESCHART. TMIN. I 3.60' TUCK TYP.. ..,r I MIN. i :ANCHOR E 3, SHT.1 ;.7.•.*t I I ry; CONCRETE 2.04'i ANCHOR TYP.. .':,'•.. � ° SEE ANCHOR �.:.,�: 21/18'O.C. NOTE 1. SHT.1 ;�:;� , Y-TRACK. AeTRAOAL /INTERLOCK T!'i':x"• PICRETE ANCHOR CLUSTER-C7 EXT, nvree n 138 MIN. 1/4' MAX SHIM -y 1' MIN E.D. TYP. DN SEE CHART, SHT.1 2 1/1S' O.C. 1x WOOD •., ?. ....' .. .- �'� SEE CHART. BUCK TYP., .�-.:}� .ar.�'ti•.':, SEEANCHOR MKT. fit:;'L'SHT.1 NOTE 3, SHT. 1 1/4• r MAX J NCRETE SHIM -CONCRETE ANCHOR TYP., SEE ANCHOR NOTE I, 814T.1 DETAIL F. _TRAAB. F.2-T CK FRAME HEAD eNGNOR NOTE 3, SHT.1 1/4' MAX VIMU*2xwOODBUCKTYP.,SEE O.C. (SEE ANCHOR W DANCHOR NOTE 6. SHT. 1) TYP., SEE ANCHOR L_ 1 3V MIN. NOTE 2. SHT. 1 DR. EXT. ANCHOR NOTE 3, SHT.1 ..: DETAIL E. 2-TRACK FRAME JAMB CONCRETE ANC184TYI WOOD IN ON SEE ANCHOR NOTE I. SHT PA=te1. CONCRETECONCRETE INSTALLATION r'---1- 21/18' O.C., TYP eoon 111 m +.1oMti.r tw 4w Y -IT. 1 d0tl ........... q '� T�a+4`r'V •'•.it �'. E CHART, = * ,• pp.53T06 SHT. I 8 • f0 �� PG3T800.9 �� � A �Ja1a� a�F-�7♦ NOTE: REINFORCEMENT RE UIRED AT ALL INTERLOCKS. f DETAIL W OR V, BHT. B 6 r ANCHOR DETAILS lY 8 / 'E', SHi. B (DETAIL V, SHT.8 ASTRAGAL DETAIL•M', SHT. 8� DETAIL I'. SHT. 88 EXTERIOR ANCHOR DETAILS'A'. S'& 19117 MAX, WIDTH P, SHT.B 41' MAX SEE FIXEDLI D.L.O. PANEL CP '�j DETAR BELOW 7 PANEL NOTE: REINFORCEMENT RE UIRED AT ALL INTERLOCKS. f DETAIL W OR V, BHT. B 6 r ANCHOR DETAILS lY 8 / 'E', SHi. B (DETAIL V, SHT.8 ASTRAGAL DETAIL•M', SHT. 8� DETAIL I'. SHT. 88 EXTERIOR ANCHOR DETAILS'A'. S'& 19117 MAX, WIDTH P, SHT.B 41' MAX SEE FIXEDLI D.L.O. PANEL CP '�j DETAR BELOW 7 PANEL I PANEL PANEL PANEL TYPE I TYPE TYPE I" TYPE R' I t � I 977I8. 108' MAX. DMAX .L.O. . I SEE I TYR TYR -INF. I NOTE REINF.-\ I SEE FRAME 8 J OXXO (2 TRACK) DETAIL T1', SHT.8 8 PANELCORNER ANCHOR DETAIS'CA CONSTRUCTION 'G', SHT. B DETABSSELOW 88X PH SMS (OPTIONAL) l S10X 1.T6' �% TEK SG I X 1.60'� PH SMS FIXED PANEL PANEL CORNER FRAME CORNER DETAIL DETAIL CLIP DETAIL HEAD SHOWN. SILL APPLICABLE NOTES 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH -48•. SEE SHT.8 FOR SECTION DETAILS AND SHTS.48 FOR ANCHORAGE DETAILS. 2.MAX.OLOWIDTHv41'MAX. MAX. DLO HEIGHT =B7 We MAX. 3. (1) LOOK (ITEMS 78 8107.110) AT EACH LOCKSTILE, LOCKING INTO KEEPER NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48' .ylylAw0. .,Aak ���:Sas � nn No. 56705 Pn •'.. 8TA 1 FI ppy��mp JCRICJ ow A.Y. ALUM..UU-NVN-IMPAGT NQ asap rrr r xP. NTS 7 w f0 in. r A' ALL REINFORCED INTERLOCK DETAILU' 2 a 112 (4 46 a42 et I 1 43 DETAIL.x SCREEN AT HEAD SILL RISERS OPTIONS (SEE D.P. LIMIT TABLE IA. SHEET 4) 1e ibB1• FLUSH FLAT SILL RISER W1/ 5 Bt 113 IN 106 AT MIOS.A. DETAIL W (FDLED PANEL) RIOR INTERIORp VERT. SECTIONS) 23 3.305' MEDIUM BOX SILL RISER MEDIUM FLAT SILL RISER P.0. IRI RJfD1 4 INTERIOR (ALL HORQ. SECTIONS) lu EXTERIOR DETAIL 7 SCREEN ATJAMB HIGH BOX SILL RISER 25 4.1 HIGH FLAT SILL RISER DETAIL L' 3`` � � 3' o L o 1z�� 8115' FD(ED PANEL CLIP REOD ATTOP (HEAD) S BOTTOM (SILL) OF RxED'O• PANELS. SEE SECTION 'J' THIS SHT. d FIXED PANEL CLIP DETAIL ON SHT. 7 8771W MAX DETAILT EXT. DLO TYP. 8 .10 DETAIL N ASTRAGAL DETAIL TT wymm 1�ftp IY LYNN *: 1,10.58705 100 GKABe 3/187EMPERED GUSS V4IEMPERED 205 1 1 GUBB g311B3H8 FlALY TEMPERED ?W I I GLASS 110 114-1/4 FILLY TEMPERED NOTE ALL ALUMINUM = 6063-T8 ITEM PGTDVSN PDT DeserWon 87 t7328 I 617326 PANEL 578E OIFAVY WRY) B2 1732/ 1 817327 INTERLOCK ADAPTOR 63 1225 STP248 VN/L BULB WSTP.- THIN(WIDE INTERLOCK) 61 172D 7 M BILL END WEATHERSTRIP PAD 66 t7326 677328 INTERLOCK SCREW COVER @8 77346 617348 INTERLOCK ALUM FEW. (PANEL. V) 88 17338 877338 TOW DUTY ASTRAGAL fie T7324 517324 T'OP 5 BOTTOBR RAIL 70 f735D 417350 WEATHERSTRIP EXTENSION(LNJECTION MOLDED) 71 1818 71695 1 Ir2'X VX3/9' MOH FIN SEAL DUET PLUGS 72 8153 781ST.XX TANDEM ST. STL. ROLLER ASSY. T3 8153 79153N TANDEM NYLON ROLLER ASSY. 79 1 SILICONE OM8830RWS 75 8185 78186X GEMpO MORTICE 3PLY LOCK WILONG TRIM PLATE 75 71032XIFPFX RNM X T FL SS SCREW WI TYPE F TIP 77 1 7103M 1032STEELZNCUM7r TB 1T3® 617358 &18 L V4 DOSE BEAD HORBDNTAL 79 1, 877357 V13 BEAD HORRDNTAL ' 82 1224 STP247K VINYL BULB WEATHERSTRIP B3 IGTAPE t127K V1@' SNOIE BIOE ADHEBNE TAPE FOR q BEAD 100 OW! 480S2 ROLLER ADJ, HOLE PLUG 101 72007 JAMB BUMPER 1@ low 7/oB DUSTPLUG 703 8186 78I= 1-KEEPER 104 653 7SOKEEP SCREEN LACK KEEPER RE 1T344 81TJM FDED PANEL CLIP-0- LONG 108 17352 817352 EXTERIOR FIXED PANEL RETAINER 707 1i.W 71739 HA.P4XE KR-INTERIOR RAISED WITH THUMB TARN 1G8 7740 717 HANDLE KTR- RASED EXTERIOR RANDLE 1p8 1737 78182BN HANDLE KRr-RELESSEDNTERIDRWTTHTNUMB TURN O 1 732 71176 RANDLE KIT -RECESSED EXTERIOR PULL III 71M MPPSW 610X3/P PM PR TEK-S.S. 712 1235 67S78 W87PJ.27OX.170-FNSEAL 113 1712 WOOS .187 X.23D FNSEAL 714 TlCK11N'PX 610X1 IrZ 115 T1070'PT minx 1- 116 72(XlX R14,20 X 7-ST. S71L 1t7 72CX112X 01420 X 7.S ST. STL 121 17353 -7 PANEL BRACKET 722 IMOX1 VC TEX SCREW 4L/YCP�iY1QY �tlbfYlY T * + NC, 58T05 A roL•. lazll '' P •'•, BRAT Of = •w_ '•U2� J 16"IVIf I C I NO CNANOETNI98HEE7 ""^ onJsno B PERMwarLaDEAwA>EN7B 14NtEC14YR0@YDNVC KOItm4AaJm5 PARTS LIST O f(pp1VP• CD=` �'�,�S •• �,, Y!l � SERIES 670 H.P. ALUM. SGD-NON-IMPACT S�ONAL 1,1-' fMO501 wn BCD1rm72v. IJ7$ B r 10 Pril0003 — Ap Miuin vJ:. PEseatm 1.303' 0.32s' O.OBr 0.0624 ° , INTERLOCKSCREW COVER FRAMESCREWC (Bb) MATL: 6083T8:m6a1 4,726• 0.oer tom. 32r TOPIBOTTOM BOTTOM RAIL lee) MA7L• 9oe3-Te 4• 0.133• 1.8• 3.126- HEAVYDUTYSTILE IT (81) MAT L: 6083-TO 6SAW 121 .aer 2-TRACIf HEAD (1 MATL• 8083-TO 0.760• 0.750- OA67 4.066• 8.01 a3o6• ih 1.060• 7 0.83' 1A03• 0.08Y 0.779' 0.762' I 0 290• �i 0.767' I o.oeo• o.osr �{ GLAZING BEAD f31NGLE1 SRL'fRACK GLAZNG BFJ1D II.G 1 FI%ED PANEL CLIP T (78)MATL•8083•T0 (11)MATL•8083•Ts (79)MATL 608&TB 8.108' (105)MAT1:°°°3•T9 4.4r 1.211• 1•W6' 0m-i .081• HEAD W! SCREEN TRACK ----�� II..-- 0,23T 0.080• 2-TRACK SILL (2) MATt 8083-T8 I..!- (7) MATt: 6O63-TB 1.4BT ",, 1 0.0Br --u-- 0.076• 1."rFLUSH FLATSILL RISER6' 8 MATL:8083-T° 0.281• 1,877 0.080'2-TRACK SILLWl SCREENTRACK i YASTRAGAL -� MATL' 8083-TO 6063-TO 0.08r 1.019- 1.651' SCREEN STILE ° . (40) MATT.: 6063•TO Q 1.046' 1.688' 1.16Y ,264• r 1,993• 0.09r 0" � 0.87s• ,•73r EINFORCEMENT SCREEN TOP RAIL INTERLOCK 80 378 (46) MATL: 8083-T° 1,8�. (62)MATL• SOBS -TO EL LENGTH -r) 0.087 0.080• SCREEN BA RAa 0.23T - 076r (40)MATL:0063-TB 0237 FT0.90r 3.205' 2A6S s o.9er li .� II 11.ser ` In I O.09r � 0.092• -. N PA 1® IiFIt71 • 10 �•1 1.38• o.oer 6.OBr 2•TRACK JAMS (14) TL•8083 0.70r 1.36" 0.081- 6.1e8- 2-TRACK JAMB W/ SCREEN TRACK (16) MATL• 6003-TO 0232' rr°euRuv�O rew�10M'arr 4 n.rr Opr�FYe i 15 3.965' nnr VGENSF '.,? *? 0.087 �•IF� - No. 58705 _ MIAMI•DADE AnAMI-DADE COUNTY E PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) )vww.miamidade.eov/economv PGT Industries 1070 Technology Drive North Venice, FL 34275 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 Comity RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. MD-CA740--LM, tried-"Casemenfwindow Details — LM & SM", sheets 1 through 10 of 10, dated 08108/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT BATING: 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .thc 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �--). GA NOA No.12-1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours. & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14117. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 201Q dated December. 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 Manuel erezfP. . • Product Control Ex m r NOA No.12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740IMPACT-RESISTANT CASEMENT WINDOW VELOCITY HURRICANE ZONE (HVHZ) 2) SHUTTERS ME NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE WIN THE HVHZ, THE OUTBOARD UTE (CAP) MUSTTEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS. MATERMS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. 01 PER ANCHOR TYPE, BEETABLE 3, SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-1lY THICKARE TO BE CONSIDERED 1X INSTALLAT(ONS. IXWOOD BUCKS ME OPTONAL IF UNIT IS INSTALLED OIRECRYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XME 1.10 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUM DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEMED. OVERALL SEALINGmLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BYWE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PERMTM MOD. S. POSITIVE DESIGN LOADS BARED ON WATER TEST PRESSURE, STRUCVURW CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM EMN, 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. WE 33.1M%STRESS INCREASE HAS NOT BEEN USED IN WE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS M-7065, 3570, 3580, 3724; ELCO ULTRACON NOA: SLOG CRETEFLEX NOA: ANSUM&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE V Glass Types Swat 0 1 6/16-Lama 118 An-.090-PVB.1/8 An 6 2 7/16- Lem13110 An..MW SGP-3118 An 6 3 7/16'Leml 3/18 H8-.090'SGP-3'18 H3) 7 4 7IB'LemI. IG 1/B'An-7/i6'Alr-11B"An-.090'PVB•VB'An 6 6 718"Lsmi. IG 116'T-7fie'Alr-118•An-.09P PVB-1f0'An 8 6 71V Laml. 10 11WAn-1/4'Air -3116'An-.09W SOP - WIG'An 9 7 718'Leml.10(3/t8'An-t/4'Air- 3/18'HS-.09T8GP-W1V HE 7 8 7/8'L9mI. IG 18'T.1/4'Alr-3116'An-.090'SGP-allW An) 8 0 7/8'Leml. IG WIG-T-IM-As-WIS'HS-.090'SGP-WIW HS 7 DESIGNPRESSURE RATING IMPACT RA VARIES, SEESHEETS 69 RATED FORLARGE&SMALL MISSILE IMPACT RESISTANCE I+ 37'WIOTH 26AM MAX. D.C. IF WIDTH IS UNUERMAW (HEAD 891LL 9' MAX F A 69' VISIBLE LIGHT HEIGHT (OLD) 1 n-trs' MAX SEE O.C. \ SHET2 E "E \ MAX. DO. I� \ USEMCHOR PC PXRATEACH AM F W� G NEH IS "HT 28'OR OVER if / HEK ale'UNIMIEo ntG•Lodla. ED 0. SnA —"1 � DUB96MkCX ~"I S BITE GLASS TYPE 1 GLASS TYPES 2 & 3 ]R " OWg9TAIX N10'W.OtUIEO GlAS46TACK "' GlAG96fACK ]n6'WAIU]Eo DU.999TAp( /11TNPIFAIEDGIA99 �� yIG•MMEFLEDOR OLLS3 ••• II t~•' ' L•• I • �•11 IS- GLASS 81"m 1014 © ® ® 0 ® 2 0GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 r.B 14.1M'MAX.OA.IFWIDWIS 4' MAX. 33A]e' 80VER(HEM & SILL) 30'VISIBLE OPENING(DLO) TYR ELEVATION OF CASEMENT WINDOW GENERAL NOTES .......... ................. 1 ELEVATION.....................................1 GLAZING DETAILS ................. ......... I INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS........... 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES....................4 DESIGN PRESSURES ........ _........... G9 ASSEMBLY DETMUSIBOM....-.-_. 10 ''�cEr1sF'•��F,p No. 58705 31k/3; STA O FCORIOP,:'G\��� 1070 TECHNOLOGY DRIVE N. VENICE. FL S4275 'ONAL F'C.vAv� 529 1111111t NOK MIS,, FI L34274 LFRT OF AUTN. ®29296 LERP.E L ,a,M P EJ S9X5 11/16-GLASSBITE LT — 4PPIm'ed4teoapbdg"jWlLp Floodeppoldl �C�o�l�t�9��� GLASS TYPES S & 9 D41ty�y_�I f YOAM_ P,4w 8y Dela: Revision: Ni�a'l/b de PmdOt D7 jY FevfavE By Oale: Revlaian: Ovaripllano GLAZING DETAILS J Dnnn ROfiy:SOWSKI L11<: Oab: CASEMENT WINDOW DETAILS - LM & SM 108108112 NTS 1 1 OF 10 INSTALLATION OPTION 1 EDGE INSTALLATIONMMOM DISTANCE INTOM WOOD. AS REQUIRED PER C TABLE 3, SHEET ATTACHEDTO FRAME JAMB a EXTERIOR ATVENTJD TO B r VENT JAB L HEIGHT VISIBLE (� LIGHT HEIGHT (OLD) ATTACHEDTO FFAMEJAMB V ATTACHE VENTJAMBAMB a 3H 39 EDGE DISTANCE EMBEDMENT JAMB HARD. WARE INSTALLATION OPTION 2 CONCRETEICMU INSTALLATION ANCHORS PERANCHOR DIRECTLY INTO MASONRY. REQUIREMENT TYP.ANCHOR 1 T/4'MAX TYPE. SH M EMBEDMENT AND EDGE y S DISTANCE PER SUBSTRATE.•p; . SEE TABLE 3, SHEET4. EDGE DISTANCE I EMBEDMENT BUCK HEIGHT OPTIONALADDON FLANGEGHEAO, SIL&JAMBS OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-VY THICK OR GREATER. IX AND 2X BUCKS MHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 11V. u 19 84 IXWOOD EUCKSTRIP, SEE NOTE 2, THISSHEET. IY4' MAX SHIM EMBEDMENT VERTICAL SECTION B-B INSTALLATION OPTION 4 NSTALIATIONANCHORS DIREMYINTOMEFAL. BUCKWIDTH 012STEEL SELF -DRILLING SMS. SEE TABLE OADEAPPROVED MULLION. ALUMINUM. STEELFRAMINGOR STEELSTUD. — MSIBLE UGHT WIDTN (DLO) ��3r� AENM B EXTERIOR WI WINOOWDTH V HORIZONTAL SECTION A -A NOTES: MDTH, MH HINAS: WIDTH, EGRESS HINGE: OOW WIWOM-M WIDTH,EWINDOW L INSTALLING COMSINATIONU HEIGHTINDOWWIDTH-]-1f2 HEIGHT: WINDOW HEIOHT•0 ADDITIONAL NSTALLATION MSIBLE LIGHT FORMULAS 10'MAIL ANCHORSMAYNEEDTOBE WIDTH:WINOOWWIOM-7 INSTALLEDTHROUGHTHE HEIGHT•.WINDOWHEIOHT-] WINDOW FRAMESAT IO'MAX. __ FROM EACH SIDE OF THE FRAME ASSEMBLYTUSECENTERLNE. !`I SEE TABLE BELOW. m 0' N LYNN "I, �,, UCENSF '•, NO. 58705* ' Y _ DELI O,(`�., FTA E •. 4GRIDT;:' \��� 1070 TECHNO OGY DRIVE N. VENICE, FL 34V5 /'ASS ONAI.IOW NOK MISS FLI529 34274 A LTNtI LISLER P.E. CERT. OF AUTH. #29296 P.EI W]0.5 A4SIIonNAn4,are R4wwe.D.4:n SIJ4eliroFnnn Aa�uMl Tub A F Wlndvv A 15. A B,C&D 175 0 0 23••a o � 14Y 1 1 LL ppp WudaN HelpM1l ArwlwrTy A B,C&D IT•-mv 0 0 23••21Y 0 1 RBY 1 1 SECTIONS & INSTALLATION I J ENT WINDOW DETAILS - LM & SM Svvly: SM1veG Dnnng Nq '40 NTS 2 OIC10 MD -CA', 08/08/12 1 CASEMENT (X) WINDO �� HEIGHT L` WINDOW WIDTH ]40 SERIES CASEMENT EMERIOR WINDOW CASEMENT I CASEMENT (XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) I-.— IV, SEE NOTE 7,THIS SHEET _-- FIGURE 1: FIGURE 2. 740 SERIES AWNING / C C \ / / WINOOW ASSEMBLY—~ Y V TUBE \ / IW.SEENOTE7, —D THISSHEST 740 SERIES \ —CASEMENT —� ' I WINDOW 740 740 / —E / SERIES FRAME AS3EMBLY SERIES F!INDOVW CASEMENT CASEMENT '-�ASLY WINIDOW TUIBE WINDOW �E 740E5FIXED •SEEPRGOUCTSNOAFOR / INSTALLATION SPECS \ / 74065RIES 740SI AMINO CASE WIND .Pr.o .eor"U{ege1W 16e OodJ� WIJIn7 all Dme �m1040 ProJUH 1ml 1) DIMENSIONS SHOWN ARE PP-TPTIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEM AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY740 IES PRODUCT EN7.AWNINGORF00ED (CASEa CMGMENT)MAYBEATTACHEDTO _I THE FRAME ASSEMBLY TUBE. FUR ALL WINDOWS. USE THE WINDOWS r NOAFORANCHORAGE,SITAND DESIGN PRESSURE LIMITATIONS. � ❑ 3)ALLWINDOWSINTHE 8 0� W m COMSINAFONUNITMUSTBEABLETO 7 INDRSDUALLYOOMPLYWTHTHE ~ REOUIREMENTSOFTHEIR RESPECTIVE NOA. J GO 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN W DETAILS, WITH MIN. 012 X I -SHEET Y (A FOR SINGLE UNITS: WINDOW •'•• METAL SCREWS. USETHE SAME In MIN. B 12 X 1'BMS SPACINGANDQUANTITYASTHE ?� Q 1)DETERINNEYOURWINDOWSIZE THROUGH FRAME OPPOSITEFRAMEMEMSEIL U .,W ANO GLASS. INSTALLATIONHOLES FRAME ASSEMBLY 5)THEFRAMEASSEMBLYTUSEMAY 03 .22 %`❑ 2)IO40WWOYOURANCHORTYPE ASSEMBLY TUBE TUBE NOT EXCEED 62-IN LENGTH (AS USED AND SUBSTRATE, DETERMINE MIN.q 12X N.A I OR BE z ' ll YOURANCHOR GROUP FROM MIN.N I2X VSMS EDINFLANGED ROSSW) TABLE3,8HEET4. ISMS 740 SERIES THROUGH CONFIGURATIONS. DTHE THROUGH NSTALLATION UW CASEMENT INSTALLATION THE LYTUBE LAS YOU CLASS SHEETFORYOUCTSOSTYPE. MEET FOR HOLES WINDOW HOLES T N R QUIRE TO CUPPEDTO NOT FWD THE PRODUCTSDESION 740 SERIESERIES SUBSTRATE ALL THE SUBSTRATE ALL EXTEROR PRESSURE FROM THETABLE CASEMEASSEMBLY JOINTSTO BE SEALED BYINSTAUER. LABELED TESIGNFRESSURE WINDOW WINDOW 740MRIES (PSF)FORSINGLEWINDOWS,ALL TUBE EXTERIOR EXTERIOR FIXED 7)FORALLCOMBRIATIONUMTS, ANCHOR CROUPS'. CASEMENT WINDOW ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED 4) DIMENSIONS SHOWN ARE HORIZONTAL SECTION FC THROUGH THE WINDOW FRAMES AT TIP -TO -TIP. FOR SIZES NOT 10-MAX. FROM EACH SIDE OF THE SHOWN, ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-O VERTICAL SECTION E-E FRAMEASSEMBLYTIIBE AVAILABLE WIDTH OR HEIGHT CENTERLINE. SEE TABLE BELOW: L11 DIMENSION SHOWN ON THE 1) DETERMINE EACH INDIVIDUAL WNOOWTYPE, SIZE AND GLASS MAKEUP, SEE FIGURES I&2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET4. TABLES 6) USING THE TABLE LABELED 2)FROM SHEETS 6-9, FIND THE MEET FOR YOUR GLASS TYPE. WINDOWANCHORSREOUIRED' 3) FIND THE DESIGN PRESSURE FROMTHE TABLES LABELED'DESIGNPRESSURE(PSF) FOR WINDOWSATIACHED TEA VERTICAL FRAMEASSEMBLYTUBF ORTESIGN (TABLE 2, SHEET 4), DETERMINE PRESSURE(PSF) FOR WWDOWSATTACHEO TOA HORIZONTAL FRAMEASSEMBLYTUBE; DEPENDINOONWHICHWAYTHEFRAMEA33EM3LYTUBEISORIEN'TA7EO.THIS THENUMBEROFANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIESTOTHE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ME TIP -TO -TIP. NEEDED INTHE HEAO,SILLAND FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. JAMBSOF YOUR WINDOW. 4) USINGTHE TABLE LABELED WINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OFANCHORS NEEDED IN THE HEAD, SILLANDJAMBSOF PER S)INST INSTALL AS PERTHE 61 INST YCURWINDOW. INSTRUCTIONS SHEET 2. B) INSTALLAS PERTHE INSTRUCTIONS ON SHEETS 2.3. NOTE THATADDITIONALANCHORS THROUGH THE WINDOW FRAME INTOTHE SUBSTRATE MAYBE REQUIRED (SEE SHEE72),ANOTHAT MIN. 912 X VANCHORS ARE TO BE USED THROUGH THE FRAME INTO THEFRAME ASSEMBLYTUSE (SEE DETAILS ON THIS SHEET4 AJd4EwlAncnmt ROgBm4ane0c5 6H0010e kenx Neeni6'Y Tub FAT) LL VJUHOx An<Im A B. 17' -m 0 0 0 TJ•-25.W 0 1 � 28'� 1 1 WWw. H1211 MGM1NTY A B.C40 1T-33.T 0 0 23'•23.ff 0 1 26' 1 1 az ��TON4 LYNN No. 68705 ' 1 71f ' �•q'•. ST rP/F3 i,�0 Window Anchors Required W'vdaw Wid1n pro) uMor 2T 2s151IS z13�4' 30' 33.t/z' %• SIP Anahof Gamp Arthur Grow ANNIGrouI AWMIGMP Arcnor Oravp Anchor G,ovp Anchoraoup A B C&D A B C&D A B C&D A e GOP A B C&0 A 8 C&D A B C&D Jemb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tom, Headu3m 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 'fib 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2SIY10' H4rd5R 2 2 2 2 2 2 2 2 2 2 3 2 2 3 213 3 3 3 3 3 Jamb 4 d 4 d 4 4 d d 4 d 4 4 d 9 4 0 4 d 4 4 4 0, MeeOleW 2 2 2 2 2 2 2 2 2 2 3 2 3 9 2 ] 3 3 3 4 3 Jamb 4 4 4 4 0 4 4 6 4 4 8 4 4 e 4 4 6 4 6 0 4 �, HeedMill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 a 4 4 B 4 4 0 4 4 8 4 8 6 4 8 6 4 0 0 4 6O.!V&. Hea618111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 JPnb 0 6 4 0 0 4 6 a 4 0 a 4 a 6 4 6 8 4 0 8 4 IkadlS01 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 J 3 3 3 4 3 Jamb 0 & 6 a B e e 8 e a B 0 e 8 B B 0 0 8 e B �, HeadSB 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jennie 0 8 8 6 a a a 8 B 0 10 6 8 10 6 8 10 6 0 10 6 M HsetllBill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 0 0 3 3 3 3 Jamb 8 a 0 6 a 6 8 10 0 B 10 8 B 10 0 8 10 e B 10 0 TV Hesdoul 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Be Jamb B 8 8 0 10 0 a 10 a B 10 B a /0 6 HeadISR 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Group Ancb Substrata min. Use n0 Dble0 Min. O.C. ONlonce Nix. Embedmenter Anchor Plato RaWimd7 1/4'eled Ulbeoon NalloN Bieck 1• B• 1-Ife No A 014, steal EMS(051 Or014,41065SMS 8. Phe HB' P lym No 0063-T5AIwn. 310• S'8' 0.050 No A36 Ste01 35' 010' OA30 No A053SIW,Or. 33 TV ye• 03—V.2OGa No B a12 stool $No(05) or BB, 410 SS SMS S. Pho w V 1 /8• No OM-15Alum. TV 8 .05W No A38 Steal TVMB• .050' No M53 Steel, 01. 33 SIB• 51F .WV. 2068, No Ne steel Ullmcon 2.05k Commix 2-L0 a 1310• No 2.051, Concmle 1' 4' 13/4' No 'all. Bbck 2-1? S' 14/4' No C 012,eteol SMS(05) orfi12,410 SS SMS S. Phe 510' I 1' 13/0' Yea 6003-15Alum. 318' W" 1118' as Me Steal 3/0• 5IB' .050• Yes A653 Stud Or. 33 35' S16• .045' 10 Ge, Yea 014. stool SMS(05) orOI4,4106SSMS S. Phe WT 1' 1J/B• Yos 00B345 Alum 381 61W 1/18' yes SIeaI ale' wr .OST Yos A870S1ud,Or. 33 35' NS' .04V.166u. Yes O I//' stoat Ulinuon 285k Concmto 1 4 1314' m 2.85k C4ncmla Haw Block 2-112' 2-1@' 4' S• 1318- 1-1N' Yea Yea FOIW Block —2--ixd' 1311' Yes 1/4'4106S QoleFlux 3.35k Ceacmta 1• w 1314• No Hallow Bloc 2-1w S 1-114 No 5/18' steel Ullmcon 3.bk Conmale 1414• w 1414' N0 Noil. Sock & 1 1-1 4 No Fired Block 24/2• S' ly4' No NOTES 1)ANCHOR MUST MEND MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2)ANCHORS MAY BE 115MEAD. PANHEAD OR FLATHEAD. Jamb Snubber LOcations Glass Type: PVB SGP (Typesl,4&5) (Typee2,3&&6) 8]' amNone 12• max. hum lees Required each ' ${per O.C..C. maxx O.C. 12' mox. Aum 12-max. from omr63' eachend&3V soon end &ST mea O.C. max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET I. DIMENSIONS SHOWN ARE WINDOW TD'-TO-TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTHORHEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. T/18'ANNEALED SOP LAML GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, mi-80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENTANCHOR3: A) FROM TABLE 6, ANCHORS C&U ALLOW ADP OF N01-911 B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HASTHE ANCHOR AND SUBSTRATE DESIREO AND DOES NOT REQUIRE THEANCHOR PLATE. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN WE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. SAMPLE CONFIGURATIONS: R X x X D R X 0 0 S a0< f 0M'�4 f 0M'6 P AeDG ,4G6 F) PER RULES ON SHEETS 2&3, INSTALL I AODRIONALANCHOR ON THE FRAME ASSEMBLYTUBe_I SIDEOFTHE AWNWG(HEAD&SILL} —I FIXED CASEMENTANCHORS(SEE SEPERATE NOA): A)FROM TMLEO. ANCHORS C& D ALLOWA DP OF t70/413.1. B) FOR ME JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE ME ANCHOR PLATE. C)FROM TABLE 28, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. y RULESANCHOR ON THE FRAME ASSEMBLY TUBE q• LEFON SHEET SIOER EMEM(ALLIADDiIONAL �--2g_ et C4 C3 O N ® Qry n zuom� N 6. 0 Qinz �,. 6'•: p * v N0. 58705 * '' TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090" PVB -1/8 AN) 4ppmred.1 nropol.,Alb lba 4)7/8"LAMI. IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) plendn ulo's; e 1 oal MI m D de Produ IN D>_ wwoow HEIOM L p WNDOW •J�- WID N 6 SEE SHEETS I &4 FOR W WINDOW ANCHOR LOCATIONS AND QUANTITIES a 21U B De €d Zg TABLE & N o J_ LL j1p w Q v0 8� d O $N S Lid NF fL Z z N Ir 3 a W a z r, Lu FRAME " ' 4 V 10•MRX -�-I I� ASSEMBLY TUBE TABLE 7: { ®n n T WW°°W DPW ry T HEIGHT firrx{ "•n m WINDOW FR4ME O�-� F HEIGHT ASSEMBLY L Q,N TUBE " � WW�H � u m. 1a MAw. (Q, IF RM o ao t r SEE SHEETS 184 FORVANDOWANCHOR ADGHORRAL LOCATIONS AND QUANTITIES. SEESHEET TII II III f/7 (41.FREQ. 3 FOR ANY ADDITIONAL ANCHORS PEQUUTEDFORTHEFRAMEASSEMBLY `����ON,,.....,,• I WINDOWI TUBE '�:'•VCENSF '••••D : �^I WIDTH F'� '•. T�' �� SEE SHEETS 1 Sol FOR WINDOW ANCHOR = * c No. 58705 ; LOCATIONS AND QUANTITIES, SEE SHEET- 3FORANYADDITIONALANCHOR3TUBE. RED FOR THE FRAMEASSEMBLY �fO:, STATE OF O>. P4 IN NOTM. 1)SEESNEET4FORADDRIONALSAMPLED RWMTIONa ALYNN 0mos PF. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENf3. P.E.I69+05 a O"alpn Proaeum OnObrSNpIO WIMox; Al AnaM1or Groups wmeowwlaW order 2J' xF1N18' x73�4' 3a 0&112' J6' 3T uMer2J• .Tor-0o nm-so +TolaD Naml now .7mao .Taco zslsne• .lam naao .Tol-eo Nam +Taco nm-ao .Taeo 38-0IB• .Tam •Torso .lam +7mm aam .ram ,Taea $, 46• .lam +Taco .Toren .roan Nam nor-sD .Taal $ wale• nmm .Taco Nmm Nam worm .Tam Nm-0e.x so• nmm Naso NOAeD Na-0es .Tolm.e nor-n.r Naa4.3 07• n01-90 +Ta�aD NaaO aTm-0dA n01-]b.b tl01d3.T Naa0.1 ]r NOIm qa-eT2 +Tor-T].] ,801a1.8 a801-B2A ,ea-80.9 +I-w.3 TB' wmm na•64.6 Naa6.i Va1.D +r-66.9 +1-61.2 +A fiS.b ba• NowD Nm-0o.4 nm-]fa +fia-0zt .r-w.z Deflpn Preuae Ors010r Wlndava Allechee to BVwlknl Frmno AssOmbl] Tube WlnaawWiteh mtler2T 2S1a16' xT3�4' 30' 31112' 35' 3i MNw OralD Anchor OmuD Anchor Gnbp Anchor Orow Mchw DraP Mchv DmVP Mchw Group A B C O A B CflD D B gCBD A B CSD B gDflD B gQflD unmr zJ• •]am nmso .Taco Na.eo .Taco worm +Ta.so .7or-soNa.ao7or-so•iawramNaeD.TamzslNte^•Toren+Toren Nam.ia.po.7or-w.raspTso.ml-eonano+TorsoNaso.]amsoNaso,TorsoTorso3eae°.Tarat.eNasoNorso.Tor-elasoN.TamNanona�eo4B° M •]alai H5T.3 Nor-90 nor-90 Ha40 Na.90BNabZB qa�w Na90ia4B.B Nam +]a'-Wnorsalve•a-6saaa4.a.7or-wNa�so./e1.4.TorsoTs.Taeaznor-so.raso.iaaab+TorsoNasszNa�sW' Ha8.5 .Laeaafi] +Ta'mNSLBTVa12Na. 0 NOIA62 NaA&5 na80.3 H829 Nam.6 •Tor-T5.2 ,ia.n.T •Tor-]1.2 aia-74.3 8]' ,1a5.7 Ndab NmdO] Na-035 Wa3 NadL3 Na90 Na•T23 Na-9p Ha&9 +Tas4.3 Nad8.6 •1a49 ,701-T8.5 Nmi1.b Na.T3T Nai.6 NadQ1 Dealpn Pmaaum Nap br Wlndowe A1leehad to P HodTonlel Frome Aeeembty TWo YYudow WI61M1 B una.ry 25.1am• nsr 3a uvr is• 3r Mehor Drove Anhor Drove Anchor Grow Mehpr Grow ArcMr Grow Arcp4rOmq Arch4r Orow All M All All B A, CflO A B Cfl0 A B CflD uMer23• Nam NaGO +701m +Tam Na-0z.1 Na-90 Nam +Tor-T0.6 +Tm90 nmao aml-I4.3 +rme0 211a19• +Tam +Ta90 +Ta90 NOF90 •]a.90 •ram •]a-09.8 •Tam Nmm aTaa4 Nmm mall 08a18' +Tmm +Tmm +Tam +]men nor-w •imm Nmm Nam •Tam ,Tmm +Toren ,Tmm ore• nano Nmsa ,moo norm norm +torso Nam Nam •]asD Nam Nam nano Soak• ,ram Nmm .Tam norm •Tor -so .ram Nmm norm .Tam .Taaaz naas.z Naaa2 {{ Ba Nam Na60 Nmm NOrae.B Nma0.0 naa0.8 nor-n.] Na-]].] NmA.] Nor-T4.3 ,Ta.]48 •]aad8 SS 63' a]am +TOI80 Nor-BO •]O/E4.3 gma8.8 +Im48.6 NaaaT +Tad3.] NmdJ,7 •701.10.1 +Tmd0.1 Nor-]0.1 ]r Nam •ra-0I.x Na-na •]a•11.0 +6affi.4 •ea-02.4 •6am.9 +ea-00.9 +eam.9 Na93 ,/a9J ,Ida.3 ]a NOIm +Tm-04.8 Nora&] N-0i.3 Ha&9 Naafi Hai.2 H•5)2 H•572 HaEO ,/a5.8 +IaS.b Sr Nam N(pm.4 •]a-]1.3 •W/-021 ♦/a4.x Ha4.x mw y � y m y AA zo mo AF m is3m g g a N Fm F2I wzm glv Fi AA N v m"om mf PAC pym IAi12yy �XI o o Dma O M91, > G) A r gmz m«g ? co 0 'U m LLy? zxoo < d 2" SA � { < mo N c)m y P (n C mrOm x= m CpDy 1 { Z mum L� o gzw f= I AOmo- =o i TZCT 'mgmz �pN� gs asg 3wmg B`�y mom Zy TPA K K m0 O v ' yA ReviaN By WIf: Rcvipion: ......... = J ROSOWSKI 08108/12 b i_2 ODW1 0 nr� ® ^ 0.scri PRESSURES PER GLAZING TYPE DESIGN DESIGN v 1070 i 00NOLOGY DRW rluc •����� N. VEWF F }4275 P.O. BOX 1529 CASEMENT WINDOW DETAILS - LM & SM g 'iC�/yccR.....- NOKOMIS. FL }4274 $pnes/No'! sm p-a(3! no. Fw ��'n\i,1c�11jjjl„� CA-740 NTS 7' 6OF10 M0.CA740.LM ceRr. DF nurN. azsz9s mNa.MNtla m 4 2 4 Q Q 4 2 Q 4 2 m� D e o m m b b m b 18 18 o m e` q' L'1 =ease=�eeeg� m� p e f46'814 k38'B� B t3 9s' y , ee=eeeeee�z: y S • • �800so$ =2�§3y m g Y e¢ e e e¢ e m e ' 'm a 8 "s S si 8'd }3 '88 t388 m w �eeeeee==a y � 0 0 � a y i QQQQe��e� 4 y b m b m m a 3 o- mmmvl4ip11 g fll m 8 s� P a B wo8�8 y D L11w m e m 88 $ $ R q' ees§e a a y v e g""eeem� m$$ 0 0$ d m m a p 3$$$ 3 9 m 0 0 mmb v y S� m � 2 e e e E E 2 a D = o e e 6 e e a a o 'ySB ¢e¢e¢¢ea �8 $ $ 8 8 i§ 8 m e eeBoQey Nnm�B$ 2� m .I a o N D o_ 2 m J 8 '8 i4 w 2 �E>�eeQQa Wimbn NeyM BwyY,,��� G� . N $ $ $E>=22 E? EE `d o E 0 a 110101,10141 � 4 E e e e e aass t$�is��'• i s ��� e Y o s w . !n a e e $_ e e e e e e 'mci�ii�b$ � m o mm� m y ymEll AP zo mo AZ g� im �g y� P z N OZm S� J ofm �� po zgm w � 000 fz pAa o8 T V J \ y m r m wwm ID' Zo O mOOpm m£ A A fn mCAi wo D In ;• ogpm GI $gwy j w D oo fF rn co p0 0o rn = 0. z w�2n [jA0 Km C m D C% 4A D AwS mo 0 p DO m mz t is =01 mAgo OKwT ni! Appn Yg me Ei g ' i O cY YaOm£ :fAfO w; wm � io pAZ < -mi A D `��11111111//�� RatisM Bp. Cafe: Rnisart' G '$20av �-q� �l ............ �Yr i ONwa =Y Oafe:a o R 08108N2 =_ DESIGN PRESSURES PER GLAZING TYPE €4 - �p 1070 IECHE. L 3 275 N. P.C. wx 1529'S CASEMENT WINDOW DETAILS - LM & SM a NOKCKS. F 34V4 Senv/NMeh Szb: 51¢e[ Oraring g �'e R,❑n�\`�� CEW.OFAM.129296 CA-740 NTS 70F10 M0.CA740-LM ¢¢¢ R R R R¢ R b �b �b a.b �bm o'&o m o g� a m s�� 3��� D 0 m sffio$�mm�Qpa3 - 0 0 0 0 0 0 � 4 0 0 0 Q 2 2 2 Q� m�� e $$. a � s e eeee¢eeoo a e o m� _ a $ a � a m e�=eee�eQN � S H $ ffi$ ffi$$ ffi$ 8 O y `s ��i�ee�eeea �$�ffiffi$8ffi� a s 8 ffi 8 ffi 8 8$ ffi$ p m �g�mmNo B a�N3 B ay ay= ?e�N misv§ a� N u omeeee"p�w e eoQ:,�oo e ffi ffi ffi ffi ffi 8 �;maeeea � N Q?e�eeeN s'�= m ffi ffi ffi ffi ffi �' a e���eeQw o Sffi$$� 8 Re$$�°�S�N's',v o e a VR$ O A c ���mQ?oy s� g m$ooffio � „ c ' ffi e ffi ffi ffi w :e c m q 3 y ff a ffi8$ffiffiffiffip _ _ _ _ e a 0 0 F a O1 3 0 0 0 0 o a o 0 o c - b" 8 S 8$ 8 8 5 K x Y�� 5' g• o � TABLE TABLE 14: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN - .090" PV8 -118" AN) WINDOW L ..� wINDOw wlmx SEE SHEETS 7 84 FOR WINDOW ANCHOR LOCATIONSANDOUANTITIES. nrma`'.4 m euugaylua wlln IAa Fmrw�� r,4mnA I¢ Dale._. nDnx_ 2-.1. Ml ml[De pIT01 ueram, yr.Y�/.:�177S�7pr$� Oe¢IBn Pre¢nuro (p¢p Par SNel¢Wln0ov2, All a LLI EL DO £U o8 .sPd J O 45: N o IZI�II Q ]] � J Q O LL O oo aw uH _� ZZ N Y a z V Z w r NOTES: 416EE x)8EE6HEEid TABLE 18: FRAAfE 10• M -�- I.�_ ASSEMBLY I TUBE WIN IS HT -I- HISHT0 WINDOW FRAME WINDL ADDITIONAL HEIGHT ABBEMBLV --�{ WIDTH ANCHOR jI TUBE (4F IFREO. 10; SEE SHEETS 184 FOR WINDOW ANCHOR>do LOCATIONS AND QUANTITIES, ME SHEET MOTIONAL 3FORANYADOITIONAL ANCHORS ANCHOR REQUIRED FOR THE FRAME AS9EMBLY (41.A'REO. TUBE. WINDOW I -y1 WIDTH SEE SHEETS 184 FOR NNDOWANCHOR LOCATIONS AND OUANTITIES.SEE SHEET 3 FOR ANY AOOITIONALANCHORS REQUIRED FOR THEFFtAMEA9SEMBLV TUBE. y�y X 's �'• Q o Ci W x W G Q 2 I= U V 1111117r AN omm� a�x� b ; of x f/f ° 0 ..... �i IN 'VCENSS"•(ll,P : P i ••. ` �C NO. 59705 = - •' r ='0'• '3 (g11 f14U; ���'. ST TE OF \j` T ''. .FLORIDI, C9 "��SS� ONAL �a •". 0.LVNNMM1LER,P£. pE W?m SHEET 4 FOR FOR ADDITIONAL SAMPLE CONFIGURATIONS. SNUBBERREOUIREMENTS. Amhor Groups wmtlpW vaam uMar 23' 2S1a18' zIs'4' 3a 311/2' 35` 3r ulrinr 23' +7a-90 Na-W NasO •i0/-BO +]a-BO +]01.80 NadO 2SIa18' +id�90 +)01b0 Na-90 Naap NmsO N01.60 NO/-90 3881B` Nd-90 Na-90 Na-00 gaBD qd-00 q0/-90 +ra80 45• +ra-90 Naso Naso Nano Na.eD aaso +Taco 6P6IB' +ra-Po Nolso Nolso .mrsD .ia-90 +io�so .rd�eo Do• Na-so +rowo .ra-so Norso Nasa «Ta-0e.e Nad4.e -Po' +7a-90 NOIsO +ra-90 +]aso «raeT.z +]a414 rid-]8.9 l2' NasO ROIsO Na88.5 +)O1d1.6 +Bd-70 •8as9.4 +Bdd1.8 l8' +rd80 NOfsO +rad0.9 Na-TB.T +Ba-0l.2 a8a-0S.z +BOId3d e4• Naeo Naso Nad1.9 .Boras .Boydl.e Deelpn Proseum (pe0br Wlndeµl A11eeh"4 io a VONceI FremPAeeambly Tubo wlm¢wwam m onset x3• zo-lm4e• zr-a9• 90• awr as• 9r Aneher Gmup Amhor OrouD pneM1or Group Anehor Group AneM1arOroup Amhor Group Amhor Omup A B C D C8D B A,C&D A B C8D A B C80 B A,C80 B A,C80 uMor2T +raao +TOAPo NO/d0 +r01s0 O +T0180 +]OIsO Nano +1d-90 +rado a]a80 Na80 +Td-Po NadO NasO +10/s0 +IOIsO NOIdO 2610110' +)a80 +raao NOI60 +]OIsO 0]OIAO +rd-90+]a-90,]as0 +]a-90 •las0+r01.80+]01-90 ,]018D +]OI809ala' NO/-00 +N/-71.8rad0+IOIsOO NOA90d80+70F80 +]a-BO ,7a90+I0184e•Noo-]a.4aa]aaroaeD.rolsoao•rolso+rot-soNasoNaso.Tordse.raaoNano«wae.e+]aso+mis5081a' A+M41+701�0 +fd9.3 +Is/.3 NasO +torso sD NO/s0)as0 +]ms0+]ds0Nads.xNasDNasOTOI]43+rddo•]a8«/i5.a •7asd.7 +)DFPo LS +70/s0 Naa5.9 NadO+T018B.0+i06]0.28HA3.0 NadOT +rad9ss NOIsO Naa2.9 ,raao +1ad83 +1d8.9 Na-90 Na-18s +/d9.0 N01-01.2 +10/-71.0 Nad9 +idea NOIae.9 Oeelpn Preeevro (pep br WNdowe Allnche4 to a HaBontM Fmme Aeeembry Nbe Wln4owWM@ w4ar2a• zslv4e• z1d/s• sa ssur 35• sr A9CM1cr Omup Anchor Orovp Amhor OmuP Amhor GmUp Amhcf Group AmMr Group AnohorOroup All All All All B p,OdO A B CAD A B 040 undo( 23' «Jd4M NasO +RIlsO +]01-Po +IO/dx.1 +ta80 +]OF80 +]a-i0.5 +TasO +raao +Td-]4.3 NadO 20-Ia18' NasO +)ado N018p N018D +7as0 +TasO Na8B.8 +]a•90 +rds0 +)0/81 NOfsD +]dd0 38J10' +1as0 +]a -Po +TasD +T01.90 +ta-9D NdsO +ta-90 +]01.90 +]dsD NO/-BO +las0 +]as0 Pa IB• Na80 +7ds0 +]OIsO +r01.90 +]a-90 +Ia80 +IasO Na80 Na-90 NOISO +]018p +]a-90 6DSI8' •]as0 +TWAO NOI80 +]OIsO NasO •]as0 +7as0 +T01-90 Nado •TasO +rado i1ad0 E00' *)01s0 NasD NOI-BD NOIsO Nd�80 qa-90 NadB.O +]a80.0 «rade.0 Nae4A +]a84.0 +]01&}.0 BY NOIsO NaBD N01.9D NOIsO +)0/8i.2 N018T3 N0/-04 Na84 Na84 HOIA9.9 Na-Ta.B NOIdO.B T2' NOfsD +rds0 Na80.3 arddl,5 +6da0 •8a-70 aBad9.4 +Bad8.4 +BadBA +Bad1.0 +eadT.6 +BadJ.B 7a +Ta-80 +ra-90 Na80.3 +]a.Te,] +WId).x +BOId1.x +SadS.x +Oad5.2 +�IdR2 +6ad3.a +Ba83.9 +00183.9 04• NadO NasO NOldf.3 +001-]0 +BOId1.8 +00181.8 Design Proeeuro(pe0 for Sln,c Wine m. An Anchor Groups Wind wlGh under2Y 2Ml ViW 274Ve 30• 311/2- 3Y $1. uodsr2o' 4W/430 4BW430 +W/-13D +9WAM +901.130 ♦OWg30 .901-130 25.1WIW .W.13D +90f-130 +901-130 +9a-130 +901.131) +901- .9a1-130 3041W +Wf-130 +901430 .901-130 +901-IM +90143D +BW.IM ♦901-130 4B• 4001430 +90I-130 +901-030 +001-13D +901-130 +S(V-130 +9a-130 60mW9' 4931-130 +ea-130 •901.130 +80/-030 *WI-130 490MW .911430 Go 49DIA30 +0014M 490/.130 +901.W +901-130 49W.IW 4001.130 .901-130 .801-130 +901430 .501-13D +901-130 •901-030 +9a-130 Tr .M.13D +901-130 +90/.130 +9a.Iw +901-130 +gcvml 0 +9p1-116.7 TV +901-130 +9a-1M +WI.130 490MW +901-120.2 +001-11a7 +901-108.0 34• I .901.130 +901-130 1M-130 +00MM .901-11a4 Tour F 19 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090"SGP - 3/16" AN)I 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) WINDOWII II HErn SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design lumsun, put) for Windows Alleched to Vertical From Assembly Tube wlnaDN wlan m untlx 23" 2&1910" 274114' 30" 3311r 35' 1' Anchor Group Anchor Group Anchor Group Ambcr Group Arches Group Anchor Group Anchor Group A B C D A B C&D B AC&D A B C&0 A B B AC&D A B C&D ur&er 2r +701-90 +7a43 +7a40 +7a4o -=-90 .7a.90 +70140 +70140 -74-D +7a.90 -MBD +7a-90 .Tw-90 .701M +7O1.90 .701-M +701-90 .7a.00 .1a9D 2SI916' +T01.90 .7a-90 +7a.90 -701-W +7a-90 +7a-90 +7a-90 +70140 .790 .7a-90 +7a40 +Ta.90 +7W.9D +7a4D "+70/-90 +701-M .701.90 .7a.90 +7a.9038AY'C +TOL90 •79-11.8 +Ia40 +70190 +Ta-81 +7W.W +7a40 .701-N +7a.90 +7a-90 +7a-90 +7a-90 .7W-9D +7a80 I +707.90 +701-90 +7a90 +7a90 .7a904W .701.711 .1.9.3 M.90 +TW.W .144.0 +7a.90 .]a.90 +7W.90 +7a.9p +7a.90 +7a-87A +7W40 +7W-90 +7a.90 +7a.90 .701-M +701.90 +7V,8&9 +7a4oW518" +149.3 +I.M.3 -701-W +7a.90 •141.4 .7a.90 •701-N +7a.90 +7a4o .7a.90 +7a432 .ta.9o.7W.90 -70/90 +7a9&2 +7Ur40 .70140 +7a94.3 .TW.90&o' +1-58.5 +/-45.0 .7a.e47 +7a.90 +141.8 .7a01.2 +7W-W .7W.75.0 .7a4o .TW.M.& .7a.70.2 +7a.0o +7ad0.3 +ia.70.6 +7W-7&2 .701-909.5 -149.3 •7a27.3 +7a-90 +7a2Y.3 M.90 M.M.3 .1-0 9 •70140 Na41.6 .101.90 +7a.0&5 N.9.8 •Ta.90 TARI F 1p Cesl9n Premum @sfj far Wlndowe Aileched to a HOAzonl9l Frame Assembly Tube W WowWdth B vnd9r23' 25 dW16' 2] S'4' 30' 911I 2' 96' 37' Anchor Group Anchor Omit Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A9 At AI All B A.0aD A B C&D A B Q&D under 2A .7a90 +7W40 +701-W +70r40 +701d11 N0F.90 +70141) N01.78.6 +70,90 gu.BD wa.74.3 +70140 25-UV16' +70/90 .70140 .7014o +70f90 +74140 +10f-90 +701b8.0 .70140 +70140 .701-04 .70190 +70r-00 3&aB• .7a4o +70190 +M40 +70I40 +70140 +W.Bo +70/40 +Ta-90 +7014o +io190 +7010 +7W90 40' +70140 +70f40 .70190 .7a.00 .7a4o .IW90 .70190 +70690 .701-90 +701 0 .101.90 +701-00 MUr +70140 +70140 +70140 .701.90 +MM .701•90 .70190 +701-90 .101.90 .7W40 +701-90 g g BT +701.90 +701.00 +ia.90 .7a.90 +7a4o +7a-90 +70140 +70/9D +7a.90 +7a-90 +70/40 55 03' .7014D +7a.90 +70140 +7a90 .701 0 +7a-90 .70140 +M4D .701-90 .7a-90 77W ]T +IOh90 .7W.00 .70190 +7W.90 +iW.90 Ha•90 .T0140 +Ia-90 .101.90 .70140 .7W.90 J-7W.0 7W +7a4o +7a90 +7a90 +7a-00 +7W90 +Ta.90 +r01.90 +7a.0o +7a.90 +7W40 Na90 W +70190 +7a-90 +70140 +101-90 1 +701-90 I +7101-90 NOTE': 17 SEE SHEET 4 FOR AOOITIONAL SAMPLE CONFIGU RATION3. Z) 9EE'MEE14 FOR 6NU8B ER REQUIREMENTS. ■1 WINDOW[_ WIDTH LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 1o•Mox ASSEMBLY TUBE T i WINDOW IIE1011T L WINDOW ADDITIONAL WIDTH ANCHOR (4L IF RED. 3 FOR ANY AO D ITIONPL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. A9PrvruJ er rompiylee nUhrhr PImIJA RuIJInp CPrte Durr� NDnaJ�r M an10 de M1`"'J`r'l'e'l`C`o''-rod By *: No. 5B705 A. Item Dwg.# I Deacilp8on Material 1 7OD2 Main Frame Head, Sall & lamb 6063-11B Alum 2 7071 Anchor Plate 6083-TSAIum. 3 7003 Sash Top,Bottom &Side flail 6003-TB Alum 4 7008 Frame Corner Key Steel 5 7009 SashComerKey Steel 6 7078 Frame Gasket Vmyl Foam 7 7072 Sash Corner Gasket vinyl Foam 8 7070 Bulb Weatherstri .187"x.27S" Flex PVC 70 10 7024 Maxim Multi -Point lack Steel 11 7026 LockSupponPlate Steel 12 7014 Multi -Lock Keeper Steel 13 1 7013 ITie Bar Gulde Nylon 14 1 7015 Ill. MrAssembiv Steel or SS 15 7028 Maxim Dyado orator WWa24" Steel 16 7027 Maxim Du al Am p enter, WW>24" Steel 17 7030 10pentarGasket Vinyl Foam 18 7031 lonerator Backing Plate Steel 19 7051 0 m tors ace,Block Nylon 20 7032 15t.d Bracket Steel 21 7033 IOP.ratorTwk&Slider Dual Arm Steel 22 7023 Iligneas Hln a (Heaw Duty Mend. b Truth Steel 23 7050 E ress Xin a ashable XD Manul. by Truth Stem 24 Snubber Antl-blowout CUP Steel 31 Oura Seals acor Steel 32 1713 Setting Block 532"x316"X1-1/4" EPDM 39 1714 Setting Black 532"x71Vx 1-1/4" EPDM 35 7036 Wml Sued 608346 Alum 36 7042 Laml Bead C BOBS M Alum 37 7039 Iamt Bead 6D83-TB Alum 38 1224 Vinyl Bulb Waite Thiel Fla PVC 70 39 1225 Vin IBuib Wal Thin RNCPVC70 50 I IDow 899511lcon Badcbeddln 60 7006 lSffeenFmmo 3105-H14 Alum 61 7040 Screen Corner Key Polypropdeno 62 Screen Cloth Fiberglass 63 1635 Screens line EM.PVC 60 320 Screens rin Stateless Steel 70 134 Add -on Flan a 6083-TB Alum 71 7004 Frame Ass Tube 6063.Te Alum. 80 #&32x T' Ph. Pn. Mach. Scr TYPE B Stainless Steel el 1157 08x 2" Ph. Pn. SMS Stainless Steel ei #8x5/8"FI. Ph. SMS Stelnlesa Steal 83 #Bx78'A. Ph. SMS Sled84 #Bx 1"FLPh.TEK tainless Steel85 88x1°QuadPnSMS lelrAeae Steel86 q8X 1-1/2"QuadPnSMS !Stalnins lainlese Steel87 #IOX 1 2" Ph. Pn. TEK tainless Steel89 #1074x 916Ph. Pn. TYPE F talnleec Steel90 012X 1°Ph. Pn. TEK tainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR SASH NOM. NOM. 1 2.918 2784' OFRAME HEAD. SILL & JAMB #7002. 6063-TO lase' 1TA. .O9S J 2 ANCHOR PLATE #7071. 6083-TO 708 1 .OSO' .86 y' 67 35 BEAD B #7036, 6083-TB �lLt+— SBB' 37 BEAD #7050, 5063-T6 No. 68105 '* ': Q 3f�Ili ,c 4U� STAFE OF �: ..,.,. ......�..�...... ,.m... P.O. BOX 1529 NOKOMIS, FL U274 CERL OF A . #29296 1 AW 7.002' NOM. 1.167 2.130' 3 SASH TOP. BOTTOM & SIDE #7003, 6063-T6 1N0' �H¢1.030 � A23' FIXED 60 SCREEN FRAME #7006, 606346 6so- 00' I .BBY 6 36 BEADC #7042,6083-T6 AND CORNER VIEWS —"� 1.124- .12Y 2.701' .an- 1 71 A83' FRAME ASSEMBLY TUBE #7004, 8063-TO Imo- UO3' +I A93•I�I�1[ 093• —+ 70 ADDON FLANGE #134,6063-T6 J ROSOWSKI DETAILS - LM & SM 108/08112 NITS 110 OF 10