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SCANNED aY M IAM I-C�►DE at. L'ude. coa MIAMI--DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv PGT Industries, Inc. 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 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 shallnot be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded AIuminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 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 Jorge M. Plasencia, P.E. NOA No. 17-0630.01 MIAMbDADE COUNTY t e FILE xpiration Date: May 26, 2021 e I! COpyoval Date: November 09,2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6ch Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51' Edition (2014) and FBC-6 h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR LOCATIONS REQUIRING NSILE [mACT pR LARGE AND SMALL MISSILE IMPAC I- RESISTANT PRODUCTS FIGURE 1: MULTTRE ' aPeSNoaromFlXIYERnuu.185 MULLIONS I 9¢fl: I -J= 511ffT5 O. / '__1 ITT III _ lil _I� /SEE DATALL9 �InDFla1<rtA<� A.DAN: �'TM H'3a®NIN. I) DETAILS SHOWN ARE FOR THE MULUON ONLY. ANCHORS SHOWN ARE IN pDpI7X1NT0 ANY ANCHORS REQUIRED FORTHE FENE87RAON PRODUCE INSTNIAON. TYPICAL APPLICATIONS ARE SHOWN. EACH STUATON O UNIQUEAND SHODU] BE MUST BE ANCHORED ROPERLVT IO RANSFER LROADS AND ARE REDESIGNED BYOTH573. iX OR 2X WOOD BUCKS IF USED, RMANCE UNITS. MULLIONS S�IBnPmm RA BBEEN TESTED ASTHE NUMBER OF ANCI IORS IS CRITICAL TO THE STRUCTURAL 'FREE-FWATWG-AND DO NOT N®TO BEDIRCCRY A17ACHED TOO THEE MULLION CLIPS, UT SHALL REUTANUUAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. 3) THE a APe DESIGN PRESSURE MULLIONS METHODS BROWN HAVE BEEN O DEFLDESIGNED TN RESIST THE WO MORE THAN 11MTH 1 SRESS INCRE TOTHE NOT USED IN THIS ANCHOR EWILLUATION. THE I.CALCULATED LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFWOOODSCREWS, IA® 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE WSTRUCTXTNS. 5) USE THE COMING, WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE 1 PAND SEEDET ANCHORAGE FOR THE COASUGN MULLION, SEE EXAMPLES ON THIS SHM AND SHEET FOR NB'L ULTE UNITS, CONSIDER T1BVR ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE UYNEST DESIGN PRESSURE OF MULTIPLE MUWONS OR FENESTRATION PRDDUCTS SHALL APPLY. 9 FNIG NFo�P 8)YRIEN FINDING YOUR Sf2EW THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SQESHOWN ON THETABLE(5} HeDfal '✓)ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUSE SXDE S BEANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORSSKALLBE COATED ORCORROSION RESISTANT SIESTA AS APPROPRIATE FORSUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTEDAS REQUAREDTO PREVENT REACTIONS. F➢IdTMTXw 8)REFERENCE:TEST REPORTS:FTL-844% ELCO ULTRACONIAGGRE-GATOR NOAS FRDCUCTb NAY e20F N!/Tree AND CUPS HAVE BEEN DESIGNED & TFST31T0COMPLY WITH THE ARE.FTHE BLIDWO CODE AND AREAPPROVED FOR .IPAUTAND NO"MPAGT APPLICATIONS- MULLIONS ARE ONLYTO BEUSED WITH VA ACTU— PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, BYPGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THSHJIQ. 1 f) OUANTTYOF IWTS WITH' A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEDTHAT THE SPAN AND OPENING WDTHHETGHT OF EACH INOMDUAL MUON COM.PUES WITH THE REQUIREMENTS OFTHS NOA c'ELEVATIOd INSTRUCIICNS_ 1 muTO2IS I AdLL TO WOOD...----2 > ✓; eY IX _ WTATO U.A%64AS0lAY_.�.2 TXIN NOIE.._ 2 Iy a U MAALTONASONRY 3 MULLM NULL TO SIffLanlD_.._-3 NULL TO — ALTFJUUTATE CL55NN_—_4 Z t d BAY NSTADA . YUL Nt613PEL5_-5 p IX2X.18 I %2%.S/5 MALL SPPF_[__3 J J 1X2JSX7i NLLL SPECS.—T I1T2J5% b541%16PEC3. _5 K L D:b I Xi125%SW LMLSPE�_9 �L o Z p o ,%4%.I25HULLSPECS.-_-10 MLL t[ m F m IX4XX5T=LSPET2i_,1 I X4X m TMULLSPEGC_11 7 F ; ,X1155X365MULLSPE(.5..12 lmxX ,% IAJIL S1EG4..-10 14 W J I] X=%.524WLLSPEC ,J5 %194 %.B244RAL SPECS—/S 2%4%.2 LLSPEM.__. IS 2%5%.25 WLLSPEGS__-1T ? Q m�i-i ��1�X.y25 WU.SPEG4_. to _ unI SPEQS._19 uni INSTRUCTIONS: ItT+GTH Al' 1)DETERMWETHE DESIGN PRESSURE REOUIREIIEYT0.BSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD. PLFSOFMlR CON GURA DNS:2) CHOOSE A MULLION TYPE THAT WILL FT THE DEPTH OF T14C FENESTRATION PRODUCTS FRAME DEPTH. Y3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS MECTANGUVdiOR'FRIANGUUARTRAPEICICmA�• 4) FIND THE CHOSEN MUUJONSMULLION CAPACTYRBSIFM FROM TABLES IA THROUGH ISA ON SHEETS STHROUGH 20 RESPECTNFIY,USING THEMULLION7YpELENGTHAND OPENNTM OR HFJGHE (DEPEHOWG T THE MUL110N IS5PANNA'G VFRTICAIIYORHORIIDNFALLYJ.Hmr5�10)N CAPACRYILSEJMORTAWEDSHALLMEETOREXC®THEDESIGN PRESSURERUDRTHEOPENWOOBTA/ I Le]NGRI jll— ROE TA USEDWSTEP 4)ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR GWACRY REQUIRED M1BS).THIS VALUE REPRESENTS THE WINDLOAD TRPNSFE)UEEDTO THE SUBSTRATE BY THE ANCHORS AND MUSE BE MtTTO A7TALV THE FIPJ_MUWON CAPACITY. SINGLEM N SINGLE MULLION '-"Foq i4X1. 6}FRGM THEANCNOR CAPACRYfLBSI TABLE OVTHE SAME SHEET AND USINGYOURACNALSL®STMTE CpNpITION(MULTIDLE DP6NM=IR ANCHORISUSSTRATETANCHOR CLIP PATTERN MAYAPPLY) SELECTAV ANCHOR CLIP PA7TEAN/WD VERIFY7HAT TF✓£REQU!Rm ANCHOR FORYSRD'J•LIADLL CAPACrrYISMET. �Sff FONOPiODETI� MULTIPLE MULLIONS 'n0=7))E MUWON CAPACITY ILB.JFTI ODFAWEDWTHETABLEISHIGHER THAN THE DESIGN PRESSIIREREOUIREAIENi RDSIFT'LFOR THE L FitONFDO fAOOVE OPENING, YOU MAY USETHE'ANCHORCAPACRYADLUSTMENF FORMUTA'TO OBTAIN THE LOWER ANCHOR CAPACfiY REQUIR®. WITHTHLS CODESIST SUSED. VALUE A LOWER ANCHOR CAPACITYOPIION MAY SE SEIECIED PoRTHE 3AME SUBSTRATE •2017 FLORA 1qL BUODlll CODE ((FF88L7, BAH EDITION 8 VERIFY THE DESIGN PRESSURE RATING (LBSIFf� FOR THE FENESTRATION PRODUCTTO SE USED AND COMPARE WITH THE FINAL MULLION •2014 FLORI A 13 .CODE )FBC), SDI EDRION ) •ANSVAFBPA N1334KIIS FOR WOOD CDNSTRUCFION CAPACITY RJISFM OBTAINED FOR THE MULUON SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENRREMUUlED FENESTRATION •ALUMLNUM ESIGN MANUAL. AD.%MI5 PRODUCTASSEMSLY. �:�..•Sni�01111n 9) HIGHUGHT OPTION USED AND TABLE VALUES USED INA SPEGFICAPPLICATIDN WHEN USING THIS NOATO APPLY FOR A PERMIT. PRODUCT REVISED nlvinn MM Wa FbAdu BuOditB Cod NOA-N0. 17.0610.01 EW-flun Otto 0526*021 * : N0. 58705 •: FL P.EJI DETAILh J TO 2X WOOD BUCK WOOD FRAMING iETCIJP SHOWN) TV. M'OmR DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) Sff NfEETB ' 3t-21F�IxOtE 4 I ■ LOCPTmNS � T 1 .1 1 .D a o a a4 I i .sslrwAUFaR 4' Niwutas EXTERIOR = . mre 4 osr Fm FOit !]•AlB Te(EOFFWTtAID6 � m� %'B1W WS. &IT WT Also Be usFn Trn o11,NlF1Ur�TYr'E4. -00.%%/I//_I %////✓% 1)ANCHOR BEDMENTTO BASEMATERIALSHALL BE BEYOND WALLDR6SSMGORSTUODO. 2)O OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPREiEN ONLY. BE E THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DtST CORRECT TY AND LOCAMON OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLE FOLLOWING NESTS. FOR DETAILS A•D,EITHER THE STANDARD OR OFFSET CLIP MAYBEUSS 3) ANCHOR MAY BEPANHFAD, KEX E'AD OR FLATHEAD. 4)WOODB I AREOPTIONALSEEDETALC,SHEET3. 5)FOR I RYAPPLICATIONS W M AWCADE COUNTY. USE ONLY MLV&DADECOUNTYAPF mart BB06Tx4` TYP. A`riYmR Arm SNtlS1W'TE . ATTACxMENT BEESffTAB1ES,6S� BYoTm.% E;EE N='. sNBer,. -Km COr6JiETE OEQN' i �••' I bTi'3EETABIF9 G MsEET FMC6rAN� FQi WISOrIIiY ,sue S ANWQ3 B SIDE VIEW .. . O BO�ATI . o—ET O OFFSET a ya GIPAMY BE ` T]P.ANOme PBt91BSTRATE SFS TA9l61&t]B BL'OOiI� AO ATIACN ;. ay.. % r c�NOrE,. MN 2T1(81COtiAEtE0i1 CA41 FRONT VIEW OyyQ§§99� ¢ O 8 COX �Z��� PRODUCT REVISED 113 B comPlym9 w th Uu Florid. BW -N COW NDaa1o. 17-0630.01 p,tlmlFr `. Nlf ..� LYNNABr, 1} CF ' p * : No. 58705 9: AYEOF •((ADZ 701VAL E��`� A L IYPM NI(W P.E. FL P.E.G 5E705 SCANNED By I-DADE) le County i1VIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) AND CODE ADMINISTRATION DIVISION .CE OF ACCEPTANCE (NOA) PGT industries, Inc. 10701 echnology Drive, Nort „4, Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.eov/econnmy This OA is being issued under the applicable rules and regulations governing the use of construction materials. The ocumentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Secti" n to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This �iNOA 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 roduct or material tested for, quality assurance purposes. If this product or material fails to perform in the acce ted 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 cceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails io meet the requirements of the applicable building code. This roduct is approved as described herein, and has been designed to comply with the Florida Building Code, inch1ding the High Velocity Hurricane Zone. DEiCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. AP ROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 thro' gh 2I of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. nn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acc ptance number and expiration date by the Miami -Dade County Product Control Section. MI SILE IMPACT RATING: Large and Small Missile Impact Resistant LA FLING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and kollowing statement: "Miami -Dade County Product Control Approved", noted herein. RE WAL of this NOA shall be considered after a renewal application has been filed and there has been no ch ge in the applicable building code negatively affecting the performance of this product. Tr,,, ATION of this NOA will occur after the expiration date or if there has been a revision or change in the mat rials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Pro- uct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any16ction of this NOA shall be cause for termination and removal of NOA. ERTISEMENT: 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 one in its entirety. IN PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sha I be available for inspection at the job site at the request of the Building Official. Thi NOA revises NOA #15-1210.01 and consists of this page I and evidence pages E-1, E-2, E-3 & E-4 as well as appioval document mentioned above. Th;,, submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.06 FILE CODVxpiration Date: April 14, 2021 A roval Date: September 28, 2017 Page 1 A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. 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) 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 01/04116 and 02/11/2016) 3. 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) 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, TAS 202-94 along with marked up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Iric., Test Report No: FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. 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) 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021. Approval Date: September 28, 2017 E -1 B, C.I NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED TESTS (continued) 5. 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) 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. 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) 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119110, signed and sealed by Jorge A. Causo, P. E. (Submitted tinder NOA No. 11-010 7.04) 8 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) 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.09) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. , (Submitted under NOA No. 1 S 1210.01) orge M. Plasencia, P.E. Prodfiet Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 M E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS (coot.) 2. Glazing complies with ASTME-1300-09 QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19, 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non-Wldte) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their `Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted underNOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc, for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UItraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. rr' Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance with. FBC-5th Edition (2014) and FBC-611 Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No.17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and exphing on 04/14/21. E -4 Jorge M. Plasencia, P.E. l? duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 GLASS DOOR DING SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESS RES: A. NEGATIVE DES N LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESI LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTA E1300. C. DESIGN LOADS' RE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: E 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT N T LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE EQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS AR NOT REQUIRED PER FBC REQUIREMENTS. AS APPLICABLE. 6) INSTALLATION CREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES OA'S : ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, C. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 10DO TAN 202 AND LIGHTER SHADES (NON -WHITE) RIG p PVCNOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES T REPORTSI: FTL-6337, 6338, 8645-860, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 6357 9; 7)THIS PRODU ,BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDINGTHE HIGH VELOCITY RRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION QLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE OR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES T BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE 9) DRAWINGS D ICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10)THE 5570 SE I�S SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES, 2) FOR OTHER I 3) WOOD BUCK IF UNIT IS INSD GREATER 1X A STRUCTURE B & TO BE REVIEI 4)METAL SUBS BY THE AUTHO 5) IF SILL IS TIG NON-METALLIC LENGTH OF THI SUBSTRATEIS SUBSTRATE• OI ICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY %NCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE SSTRATE APPLICATIONS SEE TABLE A ONTH IS SHEET. EPICTED AS IX ARE LESS THAN I-i/2' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL ED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1.112' THICK OR 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE C DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD BY THE BUILDING OFFICIAL ITE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Y HAVING JURISDICTION. TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, OUT, MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE LL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TARLF A - am McMr SubMale Frame Number Idim E4Be Dlmrca Mln. Flnbe4ment A �17,.MISMS(as)a 410 SS, SMS (� 11 Vve.dLk) P.. S-U n GW.Y 16• r 1T taro' AkmYr.nL G(E1T5• •12S mh tNekrme. M-SW OIB' 1/T PJI.oe LB' VV Sl.eI,NT 000'mta 0ldvweal Nae4lSitVJ3 Ln• 0.060' Pope SIT 0.060' SbH stu0. A863 G%S7' .mr mu. ulekbo. IbeN5111A51M OA71 14 a.. wool, W aT nmr leas l/P Ekn Ul— P.T.6wetmm PW (Sab P4rook 1• 1.]IT yr Ek.410 SS. GeleFica P.T.BoeNem Pine H.oNbAOJamb 1• 1aw P4moe r MT B WZ.W.I—d—I.) P.T. SwMem Plne G-0 Hea416a/J.md 911T 1av P#oo. SI16' MT 1/4 Eke 106.cen li�.h mlrt z65MaD PheeY 1' I-wr H—slvJ laIr tall Lmw a Mu, AST4 r.9D JmM r +-IW P4 .k /' 1.114' W Ek.41ESJ3. PemFmCEO QAa, 9mF.C." tal<• 1.1l4' PMM tal4• -1N• C b Pamok MW 1•1.Y4•nb talc•h H .NS,IVJamb 1-1/7 ta16'se91'EkoiBabB. GtU,Aeq•Cutaf:BO P4tooY Y55 Pim.45 r-110b 2-112' 1al94-Ek.LbeceetoPMek 2.07 1— CMU,Jamb CEO 2.10 t-L4' PJmot 2.117 1-1N' D tlP Dee4fOS.S.q bFlea C.nm.la YtSk. IbadISYUJanb 2.117 P4mak 2•tl7 1-14• I.YT ., GSO -41 Jamb 1 2.1I2• alrr 1•lp• 1•vc IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & Bl, B2 ON SHEETS 7 & 8 GENERAL NOTES ........... 1 EXAMPLE CONNGS.._.._..2 INSTALL DETAILS _........ _3.6 DP/ANCHOR TABLES 7-8 EXAMPLE .............. ........... _0 GLAZING DETAILS..-....._. 10 ANCf10R LOCATIONS.......11-16 PAN EL TYPES ................. . 17 EXTRUSIONS .. . .... ...... ..... 18 ACCESSORIES..................19 SCREEN DETAILS ............ 20 PARTS LIST......: ............. _..21 PRODUCT REVISED MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO 01401�I �r1en49owith the Ftort4a MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-no. �7-0420.06 BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ExplmBen Onm3411472021 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODESISTANDARDS USED: S APPROVED BY THE AUTHORITY I)AVING JURISDICTION. •2017 RORIGA BINDING CODE (FBC), 6TH EDITION I) KNOWING TH REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS RS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2, DEPENDING ON THE GLASSIREINFOR EMENT. 2)LOCATETHE LIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF OUR EXACT .IS NOT LISTED, ROUND !!PTO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHI ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG TH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE, I 4) FROM THE D IGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS M OR EXCEEDED. USE THE ANCHOR QUANTTTIES SHOWN. . 5) INSTALLAS -R THE GUIDELINES OF THIS SHEETSET. 6) ADDITIONALL SEE THE EXAMPLE ON SHEET 9. •20%FLORIDA BUDDING CODE (FBCJ. 6TH EDITION •ASTM E1300_ 0 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADW2016 •AISISIW12 •AISC 360.10 M.W.1 Mil. Fr Min. F. Sled S— 92 kel 120W 4108u 80W 110W ElmA091e11aoM 571a1 BB ka1 Elm UIUBCm® 410 SS Eko C teFl.0 155 W 127A IW 177101 189.7 ksl 6063-TS Aluminum 18 MI 22 k61 A30 Sted 38 ks1 58MI Gr. 33 StW Stud 33 ksl 45 ksl VINYL SLIDING GLASS DOOR NOA (LM) $ 10105/15 -.* N438705 GENERAL NOTES S J ROSOWSKI P� sfA E O F 1aao2otT Parnmussa:s. utc a� UPDATED TO FBC 2017, VINYL MFG. �3 F410,9117 FL 34275 1 OF 21 1911 MD-5570.0 HE MAX. UNIT WID MAX UNIT WIDTH - NOM. PANEL WIDNOM. PANEL WIDTH PER TABLES 1 8PER TABLES I MAX. UNIMAX. UNIT HEIGHTIp" HEIGHT PER TABLES Ig PER TABLES I&2 J 1_ �'&12 I2-PANEL OCONFIGURATIONS MAX. UMT WIDTH NOM. PANEL PER TABLES BLES11 4-771 111"' MAX. UNIT HEIGHT PERTABLES1 2 a I / El AfJ 6-PANEL CONFIGURATIONS IF NOM. PANEL WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH \r- PER TABLES 1 & 2 �-, PER TABLES I. � I I� MAX UNIT I� MAX. UNIT HEIGHT I Ig" Ig HEIGHT PER TABLES1&2 / / / I� Ig PER TABLESI&2 )LI Ir I� J_— I» J r- J 3-PANEL CONFIGURATIONS _ram- J 4-PANEL CONFIGURATIONS ' MAX. UNIT WIDTH MAX UNITWIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 PER TABLLT-ES I &2 I r � MAX UNIT � MAX. UNIT I ; HEIGHT I� PER HEIGHT I" TABLES 1 & 2 PER TABLES 1&2 / / / / / I� y 2 l— J CORNER, TYP. 6-PANEL CONFIGURATIONS wnsoema npam+aoopemnnnsuaa MAX UNIT WIDTH-----�{ NOM. PANEfLE� ( NOM. PAN PER TABPER T�MAXHEIIHE IR PERTAB/ / / / / / / Taxer i PER J ediai�e �o. ..... .-.,•...... NGA-No. 17-0420.06 Expiration Dale 0411412021 By �a - ava ae nolun I�I J ' 7-PANEL CONFIGURATIONS �- 6-PANEL CONFIGURATIONS � CONFIGURATIO NOTES: •X•=OPERABLE PANEL DUO WIDTH =NOM. PANEL WIDTH -M16' 'O'= .`NONY LYryA, 1)ALL CONFIGU TIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB INOPERABLE PANEL NOM. PANEL WIDTH WIDTH+I-W16' ` =IJCENy - LOCATIONS. PLE:4-PANELXXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX ORXXXXP. OXXX IN 'P'=POCKET DLO HEIGHT=DOOR HEIGHT-11-0/i6° R''•��� POCKET CONFIGi RATION CAN BE OXXXp. PANEL HEIGHT =DOOR HEIGHT -2-1/Y *•; Na 6g 05 2)go' &135-CO ER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) $ 1=511.5 _•p c ��,,,// rt_ 3) POCKET W R CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS & J ROSOWSKI =AC7 - g1rq /?Z- i <V�� %Si'•:RomoN �: REVIEWED BY T.I AUTHORITY HAVING JURISDICTION. o \�. DETAIL LETTER �+'a pm u na NO CHANGES THIS SHEET. kl G4105/17 ,¢y� o N 4) FOR NOM. P €L WIDTH, SEE TABLES 1 & 2. CO 1070 N. VEN CE LOGY R 5i� 5)MAX ALLOW31LE FRAME SQUARE FOOTAGE = 472.656 FT' L--SHEEi NUMBER (941 )-48D•1600 SGM570I NTS 20F21 j} MD-5570.0 A &LyNmm59�J PE � n v s�i Fy I '�il Fs�i 1 DETAIL Ai T RU,x,weD DETAIL 81 sTRacu DETAIL C1 DETAIL DI METAL TYP., SEE ANCHOR NOTE 4,SHEET YON MIN. OF THREADS BEYOND THE THREADS CONCRETEI ppp µupwyY U PER FACalOIXt. RaTETiLD,Tc arro NETm. METAL SUBSTRATE ANCHOR REOUI EMENT 114' MAX FRAME WIDTH REQURE13IFDOOR —r HEIGHT IS OVER 9V 19 ' t TYP. ANCHO TYPE. .' •� IN MAXze•oc M EDGE EDISTA EMBEOM EDGE DISTAN AND EPER .: �e Tt a DISTANCE SUBSTRA ,SEE I TABLEA, SH ET 1 & - DAYLIGHT ,a IMENICx NOTE 31 ELOW - a OPENING n - WIDTH o a EMB MENT EDGE r .• - - (A) THRU KEEPER 0 IMx EDGE P .: BTANCEj : r 90 I a xa m 3.9.O.C. SEE SKEET 19 __ DISTANCE /�... ..' SEE NOTE e, a I a I zs n1 VTHIS � D. SEENOTEG. 1,4.MAx. SHEET / iX OR 2X WOOD mis SHEET I I n NOTE THISS EE-T EMBEDMENT a , ANCHOR BUCKSTRIP, SEE NOTE 3, SHEET 1 SEE NOTE G. THIS SHEE z9 L- -- - - - U&X314° SMS REINFORCEMENT SCREW,7 TYP. ANCHOR TYPE, PLATE AT ) -. HORIZONTAL SECTION(XXX SHOWN) 0PER - - - STILE, LOCATED AT CENTERLINE AND 6°, fl°812°FROM ENDS (FACTORY INSTALLED). EMBEDMENT AND EVERY ANCHOR LOCATION i DETAIL C2 '�.� DETAILD2 EDGE ��� DETAIL "�'�G"I DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1& I DETAILA2 NEROCx NroNaspa+r FPLDIG 97T. NOTE 3,BELOW 2X WOOD BU TRIP OR wrozxwpoD 19 REOURED IF DOOR DAYLIGHT HEIGHTtSOVER99• EMBEDMENT -~— `��� r-------I FRAMING, S NOT ANCHOR SHEET I ------yyy OPENING j•� I WIDTH I 1i4' MAX -+R•y � I •' EDGEI I PRODUCT REVISED Duzgpla MN Ne Florida I�, 6f7I I NOA-N 17-0420.06 TYRANCHOR E, tiJ P S ENOTEG. MssREET ' I I .DOA PxpT,nuon Dnto 04114t2021 EMBEOM SAND TYP. ANCHOR TYPE. I I EDGEDISTANC PER �, y a EMBEDMENT AND P njam oPm uct untro SUBSTRATE TABLE A SHE EE a 1 & of 1 t EDGE DISTANCE NOTE 3, B OW SEE TABLPER LEE AA. HEET p n d LI �7 EDGE I I d - b 1& NOTE 3, BELOW R p I 0)mRUI�EPER®MA7( DISTANCE 11 M aa•o.c. sEEHEET,9 �, J 7— j I� 114° MAX PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION (XO SHOWN) PANEL CLIP & INTERIOR OR ` NY ��0. NOTES 1)DETAILS APP I TO 2,3 AND 4 TRACK CONFIGURATIONS, REMORCEM.ENTTYPES(SEE NmEe Tors sly ANCHORS,SEE EXTERIOR DIRECTION. ANUM DETARSHEETIB ALL PARTS IDENTICAL. `UGEaSP':1 �. 2) REFERTO ANCHOR 3) SEE SHEET 1 ANCHOR QU NOTES, SHEET 1. Amueus,RXED FOR ANCHOR LOCATION & SPACING, FOR FOR TR GALS. F (EDESjM ES, SEE TABLES 1&2. ST9FSAND !(1NCHORPLATE, fTEM N&, IS REQUIRED AT ALL "p�DNT� R37 VINYL SLIDING GLASS DOOR NOA (LM) 10105115 XSECT. 4 JROSOWSKI * Nc. �' _ •O; - I r - j1�i. 4) CONRNUO INSTALLATION, HORIZONTAL FRAMEANCHO 5 PANEL MDT SEE TABLES LOCATIONS. DOES NOT INCLUDE INTERLOCK OR ASTRAGALADD-0N. & 2 FOR REINFORCEMENT REQUIREMENTS, ALL / Ks$ CCPMI(]/Ipx01I � /J1 RgHf9RF3-AYID � NO CHANGES THIS SHEET. 8A 04/05/17 ' a`'•., tt,� �:FS '' OR10!'••'G?�` i SRO N 6) REINFORCEM SAREAPPROXIMATELYTHEFULLLENGTHOF INTER�o jr1 O O 1070TECHNOLOGYDR q THE EXTRUSIO 7) SEE SHEET 2 REFER TO TEST REPORTS FOR EXACT DIMENSIONS. FOR SCREEN DETAILS. \\ HD N. VENIICE,E, 8� � � �' 00 5 c SGD•5570 NTS 3 OF 21 $ MD•5570.0 @9 A A L pF,O� P� DETAIL TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTOMMO AND EDGE DISTANCE PER N O-9000 OAO wsowtr Rrro BETAL DAOE APPROVED MULLION, FBC U SUCKSTRISUBSTRATE, SEE TABLE N SHEET COMPLIANT ALUMINUMISTEEL 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD, MAY FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETEICMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/ f MU EDGE NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES. PERANCH R DISTANCE EDGE TABLE A, SHEET REQUIREM FAGS 1 8 NOTE 3, THIS SHEET r DISTANCE DISTANCEI -- . , EDGE DISTANCE EMBED •+.• MENT ...1: EMBEDMENT EMBEDMENT EMBEDMENT h 1/4'MAX� ° n i 1XO"MAXR 2X . pp 114'MAX. 7'rYP. 114'MAX.TITYrP.AN 1WMAX ANCBUCKSRNOSEE u ° ° HOR TYPE, EMBEDMENT AND TYPE, EMBEDMENTAN0 TANCE PER SUBSTRATE, SEE CE PERSUBSTRATE, SEE SHEET 1 TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A:SHEET 1 & NOTE 3, THIS SHEET NOTES FOR ) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTRB% 2) REFER TO ANCHOR NOTES, SHEET 1. (� MED nES 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, �( AHD It8 X 314" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO WIDTH =NOM. PANEL WIDTH -8-9/16' _ HOR¢ AL SCREW, 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -11-1116' ANCHOR PLAT AT RALS CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT -241Y EVERY ANCH 311 (FACTORY INSTALLED) 5) SEE SHEET 2D FOR SCREEN DETAILS. LOCATION 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME sEE HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT ROTE°, SILL RISER EXACT DIMENSIONS, s ompt=Mt6NOFiorlaa THrssREEr VARIES WITH and nam9 o REQUIRED NOA-No. 17-0420.06 Fxrm,ort POSITIVE lwplrnbon V to 04/1412021 a— DESIGN .390 — I---- ff By 0 m PRESSURE, .390-- } Mipm p,oaostco�wT- SEESHEETS g2N9.og v we 0 7 & 8. 3� .390-- 1-- 2.947 114' MAX. a I�T' 1.793 2.370 4.041 GROUT AS ° nZ 04345ALSOAPPLY 82311 } 2.887 3.484 1.91 NEEDED, SEE Fq—iANCHORNOTE 2 2 .060 .080— .060 S, SHEETI 19 'A. 'Z P D p 2.1/2'=TOTAL .060—=+-•�— ° ED 114' MAX. �j m Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER1=11 111 '+rr I + & Q O(2-112'TOTAL O(3-1/2'TOTAL Is 'S (451WTOTAL ti�ON'..... J11 SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) `� U 3 . ., EMMENED-i i EMBEDMENT EDGENa SB765 DISTANCE, VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 Tt •EDGE TYP.'ANCHORTYPE, TYP.ANCHORTYPE, INSTALLATION,VERTICALXSECT. S JROSOWSKI p �Z .?��` DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE earmK°,roa°n FOronus,wea,°+c NO CHANGES THIS SHEET. M 04105/17 �:s'�IORIOA: PERANCI CMU PER S BSEA,� NOTE3,SHEETI SEETABSTRA� 1070TECHNOL� OYOR DETAIL F1 DETAIL F N. VENICE, FL 34275 q REQUIREM wru NaRoruly SHEET 3, INMWOOD SHEET 3, (941)480.1600 SGD4i570 NTS 40F 21 6$ MD-5570.0 A AI pY �M P.E THIS SHEET THIS SHEET �� ,�` � ■■ter%/i �''��� ° ©•.o � ,, - --"- , o r XON 00 NOTES _ 0 1) DETAILS APPLY TO $ 3 AND 4 TRACK CONFIGURATIONS. �y-� 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION d SPACING, FOR ANCHOR m QUANTITIES, SEE TABLES 1 3 2 �`I LYN y — 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ,"owY !Vq�� DEPENDING ON CONFIGURATION. �` o ' UCEN3E •, la ® VINYL SLIDING GLASS DOOR NOA (LM) 10105115 Z : No. 58705 : *_ (Q IVUKEEPMQIWIM o.C,SEE�19 CORNER -ASTRAGAL HORIZXSECi. JROSOWSKI %p :, jT' ( C� DETAIL G2 vR ; p G�'��` RG-T t� 0=0ECORNER w 9 m�swc NO CHANGES THIS SHEET. k 04105J17 'i�PSS• oRIOP,:'G��` 1070 TECHNOLOGY DR AS�ONALIN.�� N. VENICE, FL 34275 (941�"1�_ i'SGD-5570J NTS 6OF21 i'2 MD5570.0 @ q AIYNU IULLHi.PE INCLUDE A NI FRAMEJAMB POSSIBILI INFIL POCKET B' NOTE DETAIL 11 L NOW + : IWO MASONRY ;TURAL IS FOR OCKET 01TEIOp 21 et JAMB MUST SEE FlG 1 TmSSHW ICERAL. _ ICE THE to ITER 21 SEE 114'MAX to _ • L . EMBEU�", .•� TYP. ANCHOR TYPE. EMBEDMENT, L EDGE AND EDGE DISTANCE PER DISTANCE SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW INTERIOR POCKET METAL SEE ANCHOR NOTE 4, SHE 11; ANCHOR LENGTH TO BE A MIN OF 3 THREADS BEYOND E METAL SUBSTRATE EDGE DETAIL 13 DIsrANt wrG METAL EMBEDMENT 1/4'MAX. n(T V tU J EXTERIOR POCKET DETAIL 12 IWO NASOWIY EDGE CONCRETE/CMU TYP. ANCHOR TYPE, EMBEDMENT DISTANCE.r• PERANCHOR AND EDGE DISTANCE PER _ REQUIREMENT SUBSTRATE, SEE TABLE A SHEET 1 8 NOTE 3, BELOW - OPT. /—ANCHOR T. EMBEDMENT EMMA 1,4MMAX.J. q� _ f-1 CONCRETEICMU 1 —PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET.1 &NOTE 3, BELOW .ANCHOR L_ EMBEOMENTI MAX. b'EE FIG TM3 SIffJ DETAILS API TO 2,3 AND 4 TRACK CONFIGURATIONS. REFERTOA CHOR NOTES, SHEET I. SEESHEET FOR ANCHOR LOCATION&SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1&2. SEETABLE & 2 FOR REINFORCEMENT REQUIREMENTS. INTERIOR 0 EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. POCKETWA L OR CAVITY IS NOT PART OF THIS APPROVAL AND 13 TO BE DESIGNED BY OTHERS ID REVIEWE BY THEAUTHORTTY HAVING JURISDICTION. EXTERIOR POCKET FOR DOOR HEIGHTS 96' AND LESS: 1a11_\ mz�� FOR DOOR HEIGHTS OVER 96' EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED NOTE 3,G,SEEANCHOR os romDhhrla will- o.06 DISTANCE Danelae Co�O NOTE 3,SHEETI Non -No. '7.042D.06 \ OPT. ANCHOR E-.-, uoa Dat. 0411412021 DETAIL 14 IMO W000 LJ''•tij lME .1\0 NY LYNN��''• EXTERIOR POCKET VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 `* � Na. 6370.5 P-HOOK EXAMPLES, HORIZ XSECT, $8 J ROSOWSKI •1, 0: Oq ' STA O >,c NO CHANGES THIS SHEET. 0405117 '' cS+' �omDP••'(j�2�� �11i1'1'lml NAl1 \0 SGD•5570� NTS BOF 21 a M0.5570.0 4 A AL ptII1Fy�saP� Design Pressure (DP) and Anchor Quantities Required, (for all opprmed configurdtlons on Sheet 2) Use this table Glass Types Astragal Rei LockOle Remfo Std. interlock I I I , 1A, 3 a 3A rcement 029 �emen1025 a#26 girdorcentent 927 Door UNt Height 80' 84' 96' 6845116' OLD Height 72-15116' DLO Height 84.15116- DLO Height Anchor Grwp Anchor Group Anchor Group A B C D A B C D A B C D 1, Design Pressure +60/-60psf +60/-iOpsf +60/-60psr 19-118 Read/Sfil 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 CL+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' OLDWldtt ,kvnb 5 5 5 6 5 5 6 5 ' 5 5 6 5 P-ihaok 7 7 7 7 7 7 7 7 8 8 8 8 II Design Preswre *60/SOpsl 10 +60/-WPSI +60/LOpsf Z5-II8+ HeadfSD C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30' OLD Wld Jamb 5 5 5 6 5 5 5 5 5 5 6 5 P4=k 7 7 7 7 7 7 7 7 8 e 0 e 3 I. Design Pressure +60/.60psf +60/-60psr +60/-60psf 3141 Hea&S0 C3+1 C3+1 C3+1 C3+1 C3+1 C3M C3+1 C3+1 03+1 C3+1 C3+1 C3+1 a — 3G DLO Widt Jamb 5 5 5 5 5 5 6 5 5 6 6 6 p Ptrook 7 7 7 7 7 7 1 7 7 8 1 e 1 8 1 8 g Daslgn Prosem +60/-60psf +60/-60psf +60/-JC3+1 37-11 HcaUS71 C3+1 C3+1 23+1 C3+1 C3+1 C3+1 C311 C3+1 C3+1 C3+1 C3+1 C3+1 4' Wldt Jamb 5 5 5 5 5 5 5 5 5 6 5 6 P400k 7 7 7 7 7 7 7 7 8 8 e e Design Pressure +60/-60psr I +60/-Wi r +60/-60psf 43-1 Head/SBl C3+2 C3+1 C3+1 C3*1 Cd+2 C3+1 C3N C3N C5+2 C3+1 C3+1 C3+1 48' DL Wld Jamb 5 5 6 5 5 5 5 5 5 6 6 5 P400k 7 7 7 7 1 7 7 7 7 e 8 1 8 1 8 USED IN EXAMPLE ON SHEET 0 1) IF WATER INLTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE D1 ETERMINES THE WATER LIMITED(-) OR 2) IF WATER 1 ILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER I NOT QUIRED, IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RI ):R TYPES ON SHEET 4. 4) SHEET APP IES TO 2,3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO l!yy CHOR NOTES, SHEET I. 81 SEE SHEETSI11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET TH. FOR COMPLETE THESE ANCHOR S. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSIVVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE DI. THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGH THE JAMB. !�\ THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULARTO THE GLASS; TABLE B1: Water -Limited (+) Design Pressure SN Non BD Max. (+) DP Riser Heigh I Allowed None 1-11116'1 See Note 2 42 2.112' +3&7 ps1 43 3-112' +60.0 pot 44 4-1116° +60.0 Psf 45 41J8' 1 +60o psf FIG 1: OH LENGTH UOORASSEMOLIES = INSTALLED WHERE THE to OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE DLO WIDTH =NOM. PANEL WIDTH -"16' DLO HEIGHT = DOOR HEIGHT-11-1116' PANEL HEIGHT = DOOR HEIGHT - 2-17r VINYL SLIDING GLASS DOOR NOA (LM) 1PI 10/0511E DP & ANCHOR QUANTITY TABLE 8 J ROSOWSKI NO CHANGES THIS SHEET. k9 04/05/17 70F21 1A41 MD-5570.0 PRODUCT REVISED aryInn IW the Florida 7-0420.06 emiahm.0" FnplmBnn onto 0411412021 * No. 687pe- Design Pressure (DP) and Anchor Quantities Required, I I (for e0 approved configarallom on Sheet 2) ,,,a,,,, fade for. Door UNt Height 80' B4• D6' 108 12V Glaa Types or 4 6B45118' DLO Height 72-15I16' DLO Haight 84.15116' DLO Hetghl 96-15H6' DLO Height 108-1W16' OLD Haght uuu2 Astragal Rein pment tw Arohor Group - AGroupnchor Group Amt"Gmup Anchor Group Anchor Group Lockst3e Rein III tM HD ImerWK Rdn �fcemen162B A B C 0 A B C D A B C O A 8 C D A B C D Ign Pressure H00/.f00 psf +100/-100psf +100/400psf +60/-65psf +60/-65psr 19-176' l HJTHI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3r1 C3+1 C3+1 C3+1 C3+1 C3+1 24' OLD Jamb 5 5 5 5 5 5 5 1 5 5 5 5 5 8 I e e 6 6 1 6 B 6 Width 11 p-h--k 7 7 7--1 7 7 7 7 1 7 8 B 8 e 9 1 9 9 9 10 1 10 10 10 .. sign Pressma H00/-100f. +100/-f00ps( +100/-100 ps1 +60/.65psf +601.Opsf 26110, HeadISN C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+lC5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30• DLO Wldlh Jamb S 5 5 5 5 5 6 5 5 5 7 5 6 6 8 6 e 8 6 6 10 I p.h k 7 7 7 7 T 7 7 7 8 8 8 8 9 9 9 9 10 f0 10, 9s7gn Press ure r100/400ps1 +100/400psf +100/-loop3/ +60/-65psf +60/-65paf 31-11W He.WSUl C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 CSrt C5+1 C3+1 C5+1 C3N C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36' Jamb 5 5 6 6 6 6 e 5 5 5 7 5 6 8 8 ¢ 6 6 B fi k Wldfth I p.hook 7 7 7 7 7 7 7 7 8 8 e 8 9 B D 9 10 10 10 1 10 ,'sign Pressure Hog/400psf +100/-f00ps1 000/-loopsr +601-65Ps1 +60/-65psf 'a 37-1/8. t! Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 G3+1 C5+1 C3+1 CSr1 C3:1 C5+1 CSN C6+7 C3+1 a 42• 1DN�t I Jamb 5 5 7 5 5 1 5 7 5 5 6 0 5 e 6 e e e 8 7 6 EP4001( 7 7 7 7 7 7 7 7 8 e 8 8 9 9 9 9 10 10 1 10 1 10 z sign Pressure +100/-100psf +100/-100 psi +92/-92ps/• +60/-65psf +60/�.5 ps1 43418• HeadISID C5+2 C5+2 C5+2 C3+2 C5r2 C5+2 C5+2 C3r2 C5+2 C5+2 C5+2 C5+2 C6+2 C3+1 C5+2 Ca+1 C5+2 C5+1 C5+2 C3+1 48• DLO Width I Jamh 5 5 7 6 5 5 B 6 5 5 9 6 8 e 7 6 1 6 e B 8 I P4gok 7 7 7 7 T 7 1 6 1 e e e 8 9 e 1 9 1 9 9 10 10 10 10 I9n Pressure +60/.80psf +60/-80psf +80/.aopsf +60/65pst +S1.1/-68.7psf 49.118' Hoadl301 C5+2 C3+2 C5+2 qr2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 Cd+2 C5+2 C5+2 C5+2 C5+2Wiah C5+2 CS+2 C5+2 C5+2 D Jamb 5 6 8 S 5 5 7 5 5 5 8 5 6 fi 1 8 1 8 1 6 6 fi 6 P4wok 7 7 7 7 7 7 r 7 8 B 8 8 9 D 9 9 10 1 10 1 10 1 10 Ign pmasmo +BO/.BOps/ +80/-W Ps/ +BO/.80 psi +59.1/fi4pO +49.6/S3.7psf 55-116` HeadISlll C5+3 C3+2 C6+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C6+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 80• DLO Wdh Jam 6 5 f3 5 6 5 7 6 5 5 8 5 e 8 1 8 1 6 1 6 1 8 1 e I6 { P-hook 7 7 7 7 7 7 7 7 8 8 e fi 9 9 B 9 10 10 10 10 +/-000.0 PSF FOR ANCHOR (3HOUP5 0, G K U. TABLE NOTES 1) IF WATER INFI RATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE AND TABLE B2 D ERMINES THE WATER LIMITED (+) OR 2) IF WATER INFI RATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT R UIRED. IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RIS TYPES ON SHEET 4. 4) SHEETAPPLI TO 2.3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO AN HOR NOTES, SHEET 1. 61 SEE SHEETS -16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. USING THEANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY. THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2. THIS SHEET. R OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL 8 OF ANCHORS THROUG) I THE JAMB. ^� THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EOUALTOORGREATERTHAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE TABLE B2: Wster4Jmhed (+) Design Prom& Sin Nom. SIO Mat. (+) DP Riser Height Allowed Nbn& JOW See Note2 42 +38.7 psl 43 +80.0 psf +80.0psf 45 +100.0 psf DLO WIDTH - NOM. PANEL WIDTH - 8-9116• DLO HEIGHT - DOOR HEIGHT-11-1/16' PANEL HEIGHT = DOOR HEIGHT -2-lW VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105/15 OP B ANCHOR QUANTITY TABLE �8 JROSOWSKI NO CHANGES THIS SHEET. 0410511-1 8OF21 Ul MD-5570.0 PRODUCT REVISED eu9dlne 111-VIth tho Florid NUA-Nu. 77-0420.06 * t No. 68705 4 EXAMPLE: 3-PANEL, 3TRACI INTERIOR MOU STRAIGHT CONFIGURATION-PXXX, POCKET, 4W X 84' NOM. PANELS, FRAME JAMB REQUIRED 4g IMRCR POCKETS HEAD SPLCE INTERIOR s• CENTERLINE II�DF oac cenrmmEIf� I eENrFxfuaE of forxI LAMINATED, IG C NG, ANCHOR GROUP A IN WOOD SUBSTRATE, MA%. OFPANEL f OFPANEL 2 PROJECT DESIGN PRESSURE REQUIRED: +46.2J.58.8 PSF I P, �T OY f OR ERG GFE NOTE 6, sLfEEra , •�2• ANCHORAGE, •aTANCHOMOE. 26 -MAX. '•r ANCM a• SHEETI2 'CT CLUST131. SHEET 1x •C7 CLUSTER SHEET ix SIaiET tx END ANCHOf WN.I ANC SEE POCI4=T JAMIB INSTALLATION ON HEAD ANCHORAGE DETAILS EXTERIORSPLICEMM NONSTRUCTURALANCHORS MAY sHEETa PXXX (3-TRACK) OPT. AMHOR TO NO W TOAIDI BE ADDED WIELD D AS NEEDED TO A ALIGNMENT AUGNTHEHEADORSILLIFA WI SPLICE OCCURS THINAPOCKET. LJ SRL SPLLCE INTERIOR 1 O F INTERLOCK O I ROCK( 6• E I CEm7fjNE _CENTERLLVE MAIL OFPANELf OFPANEL 2 I POCKET BY EXTERII INTERIOR QTHER6',•SEE SHEET6 —r _ -.r -._.._------ as va•MAx. tZ j \\IIREQUIRED LV �T WIX REQUR ® INSTALLATION ON O.C. WfFIOR POCKETS SHEETS 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF ' +48.21.58.6 AT A NOM. PANEL SIZE OF 48' X W. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. I FOR WOOD INSTALLATION USING ANY HPSIY3® C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 ! 1 SHOWS ANCHOR REQUIREMENTS OR P'hwk 7 . I 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: r MAX. 6, MAX.HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3' CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL OPT. OAID IN I HEAD (INTERMEDIATE ANCHORS)_ SHEET 12 FOR THE"-2 ANCHORS AT THE TDME W ALIGNMENT MIbSPAN OF EACH PANEL P-HOOK JAMB SILL(CLUSTERANCHORS): SHEET 11FOR THE"C3'CLUSTERANCHORS AT NCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL JAMB: 5 ANCHORS. SHEET 13 FOR GEN. LAYOUT. R PRODUCT f EFERENCES ALSO SEE: P_Ni00K: 7 ANCHORS, SHEET 13 FOR GENERAL SHEET2F0 LLOWABLE CONFIGURATIONS AND EXACT LAYOUT. CATIONS OF ROSSSECTION DRAWINGS, SHEET 10 FO SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN CO'YH vmll PGTM�fAh�iIL�,PIG SHEET 17 FO ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: —RIGWSOGY DR SHEETS 4&1 FOR EXTRUSION CROSS-SECTION DRAWINGS, HEAD& SILL: SHEET 4 N. VENI1070 TECHNHNOL34275 SHEET 19 FO INSTALLATION OFADDITIONAL ACCESSORIES. JAMB: SHEET 3 FIL (941)-480.16W SHEET 21 FOA BILL OF MATERIALS, P-HOOK: SHEET ter. ovAfrtH cyse , •C3•CWSTEL,J ENDAN BNEBT 11 (MW_I SILL ANCHORAGE DETAILS PXXX (3 TRACK) DISTANCE TO NEXT CLUSTER TOSE25,VB GQORLESS CENEERLVIE OFEND PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER ---I v MAX EXTERIOR V 3 YEXTERIOR PRODUCT euREVISED FI Ilh lho Fl"ld* u`e°In8 " NOA-No. a •17-0420.08 E.Pl.H- Dale 0411412021 25-318', OTHERWISE ANCHORS ARE NOT REQUIRED AS ••NY LYNX/•• O -- PER THE FIGURE ABOVE VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 STRAIGHT DOOR EXAMPLE P J ROSOWSKI ! NO CHANGES THIS SHEET. D4105117 %�(c "• 1x0I001;. %90-5570J NTS 9OF 21 MD5570.0 $A ALYIUffrATm PE PEOL 6T45 7ACNo0.1. 1C NS GLASS .096' PVB Sh PAIN GLASS a ED' IF 08"1 IS UI05 THE EXTFJ %RDST I a I 13-NITRIC ED-FFS"I IS .RI I DUOS T11E1 RI SEE NOIE2 TRSSID£T GLASS TYPE 1 FOAM EXT. ['LA55� 7H6'NOM. 3116' HS GLAS .090 im 7NG' NOM. PAINTED! 3110'NS GLASS PAINTED! r D e1V LAMINATED SURFACE ACE J LAMINA7E alMEM — -- -- a) I PRODUCT IS •EXTERIOR- PRODUCT IS 'EXTERIOR- i 71V NCR GLAZED' IF 93MI 13 I 17AY NOM. G�•F �'1IS GLASS TOWARDS THE EXTERIOR? D I GLASS TOWARDS THE EXTEMI,I D BILE I ) SITE I ILAZI I \ PRooucrls�NTEw«1- I I PRoourTls R�rEROR 'I �m TOWAJU'Ffm8t6 I m OLA'tED'F 080-INEE I . TowARosTREENrewoR I TaWARDSTHEINTERIOR I SE ..Z SMVNVTE 2, T SHEET GLASS TYPE 1A GLASS TYPE 2 CONE HOT-MELTBUTYL STRUCTURAL SILICONE 3Nc HS GLASS 1.1N6'NOM. F AM 1/4' NOM. FOAM 3N6'NOM. .090' PVB VA T DESICCANT 3116- HS GLASS LJR.GLASS 711('AIRSPACE- 31113' T GLASS Q m GLASS INT. GLASS a , PRODUCTIS-DaURIOR• SUPER G1 11`.@ . D 7s SPACER®NXTT° TOWARDSTIMEXTM- OR.I I eF R i 1M PROOUCTISIMERIOR- ) NTRLLAREA GLAZED'FM-,B3 S ) tCFMENT pOLYISO-O-GLASS BUTYLENESKIS' NOM. IOwAR05 THEINTF3SOR ) 7 SEAL .IconesFAL sEExolEz ROLL -FORMED Twssl�er TYPE 3A STAINLESS STEEL GLASS NOTES: W. GLASS1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 3LAS9 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. XL EDGE"' PROVIDED THAT THE HS'SURFACE w O OF A LAMINATED GLAZING UNIT IS SPACER ADHEREDTOTTIE GLAZING LEG. 10707E SURFACE aEx1ERwA PRODUCTISTXTFRIOR- I 7M-NO GLAZEWIF9824313 GLASS iOWARDSTHE EXTERIlT0. BTiE I PRGDa IGLAZIF9IRTEIS m TOWA R ?THE IN E TOWARDSTHE WTERgR I m SEENGTEZ J y16 HS GI .090' PAINTED? —LAMINATED lu tp SURFACE __j a PRO GLAZED' IF IS I "'NOM. . TOWARDS KE E i5 TOWARDS THE EXTERIOR I BITE I �j IMUM i \r FRODUCTISmaERIOR. I m D 315 TOWAOWARDSTHE TME INTERIOR m SEENOTET. T1.5 � GLASS TYPE 3 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED T=TEMPERED 'PVB'=.090' TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG'=.090'SENTRYGLAS® INTERLAYER .� .m BY KURARAY AMERICA, INC. n m PRODUCT REVISED PAINTED/a ..Plying wllh No Fl.Ad. —LAMINATED NUDII 9743420.06 SURFACE EXpI..B.n IT21.0411412021 71B' NOM. GLASS 7I rrE O 1-1116' NOK 1.1H6'NOM. 11 PAINTEOI LAMINA7FD SURFACE I ) BffE .I TH65MFfT GLASS TYPE 4 \\T\I11 &It,"/ ', Y VINYL SLIDING GLASS DOOR NOA (LM) S 10105/15 i _ *: No. �070.5 GLAZING DETAILS J ROSOWSKI =v i : :7D :���g o we NO CHANGES THIS SHEET. 04/05/17 F6 �O1' ICICE, HNOLOGYDR IWD-1600 �SGD-5570I NTS Yl00E 21 g� MDS570.0 �4 A A.GYNNunirRPF. c me 4" �(7ERIDR ASIOR LA�2-TRACK CLUSIEANCHOR LOCATIONS pCK 4' A. II EXTERIOR ' I a I I 'nmylOR v +I 322' 31RACK CILSTEfT'CT Axcnoacoanors Omom ERLM 4' 3.22' 4-iMCKQUSTOT •Cr ANCHOR LOCATIONS ASTRAOALOR INTERLOCK CENTERLME 4' EXTERIOR 2.TRACKCLUSTER•C5' ANCHOR LOCATIONS ASTRAGAL OR OGERLOCK 4' CENTER RE EXTERIOR 3.22' v}TRACKCLUSTFRW ANCIIOR LOCATIONS ASTRAGALOR INTERLOCK CENTENLNE 4' EXTEERIIC I 322' 4TRACKOLUSTFA 'CS' ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT_ PANEL PANEL CENTERL04E CEN(ERtAE 4• D[rERIO ((jj R EXTERIOR 1J 2-TRACK INTERMEIMATE V 2-TRACK INTERME01ATE • 1'ANCHDR LOCATION WANCHORLOCATIONS PANEL CETOETIIINE EXTEnnwoa V a• TRACK INTERMEDWE 'N•ANCHORLOCATION PANEL CENTERIB:E ExrEwa v a. TRACK PREwlE01AT: ' PANCHORLOCATION PANEL_ CENTF,Lw 4' a 1 99 EXTEFjT1wOa 3.22' �J }TRACK INTERMEDIATE Ir ANCHOR LOCATIONS PANEL CFMERWE EXTERIOR 4-TRACK bRBNRF0IAT, 1) ALL OIMENS Ir SHOWN ARE BASED ON MINIMUMALLOWED. uj 2)TRACK-TO- RACKDISTANCEIS 75" 2.375"FOR ALL SILL ' Jamb 5 iXI1PE9 PFHT IOTIENWLOW¢IDSEL P-RDOI 7 [I] HDamsaN a i Jamb 5 P-hook 7 •'2• ANCIIOR LOCATI ONS PANEL CENTERLINE 4' EXTERIOR V 24MCK INTERMEDIATE - rANWORLOCATIONS PANEL CENTERLINE 4' A. EXTIERIOR 3.22' ID XTRACK INTERIAEDIATE WANCHORLOCATIONS PANEL CENTERLINE 4. EXTTIE-IRyIO 1 3.22" YlLTRACK DnEDIATE SANCHORLOCANONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BAS D ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK D5 DISTANCE .- 2.375' FOR ALL SILLS: l.V21 ltPRODUCT hth.IDiR,aaa e na'm adn ��\yYILYNNN''�., �� NO, 17.0420.06 ��� t�: �tCEN9 F�':( VINYL SLIDING GLASS DOOR NOA (LM) Iml 10105115 ANCHOR LOCATIONS A g8 J ROSOWSM NO CHANGES THIS SHEET: 14111410117 11OF211991 MD-5570.0 * ; Nm 58705 -- it pF'l7V�� A LYN N MILLER, M iRIOR1m2�Mm 3 1�—r1 3.22' MCLOSIER' CRLOCATAOHSR K c 4' I I�ETMOR C, C --+� 322' }TRAM cLUSTP. r 'MORLACAT" OR EI NE 4' I I ,fERW,OR �/ 322' 4TRACKCWSTETR •CSANCNORLOCA710IS 2) TRACK -- DISTANCE FOR ALLH ASTRAGAL OR INreRLocK 4' CENTFORLIlE IXiER�R 3.22° 2-7MCKCLIATERSS ANCIIOR LOCATIONS ASTRAGALOR INTERLOCK CEMEIM1INE 4' IXTEWOR 322" 3-TRACKCLUSTERW ANV OR LOCATIONS ASTRAGAL OR CENTEiUIE 17 ExT,IE�RIOR 3.22' 4TRACKCLISTER -CFANCHORLDCATR M TTOO�—WN ARE BASED ON MINIMUM ALLOWED. {I 2.376' HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL PAIR CENTERLINE 4' CENTERLINE EKTWGR jL��L R 3.2Y �J 2•TRKX INfEfU WATE V LTRACKIMERMEDIAE 'N'ANCHORLOCAT" yr ANCHORLOCA710NS PANEL CENIEALm EXR MOR Jl_ 1Twx IN ET01mmTE V • I-AWMORLOCATION PANEL CENIERLNE EXTERIOR LMCK INTEPMUMATE 'M'ANOIORLOCATION PANEL CENR3i12,12 E RIOR IL 3-TRACK RRETUIEDNTE V ' 7ANCHORLOCATIM PANEL CENTERLIKE EXMnR 4TRACKINTERL1111LATE•.r ANCHOR LMATM JAI VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B EZ-1 ND CHANGES THIS SHEET. N. VENICE. FL PANEL 4' coauuJNE pT,,�jPj-UQR0 322' \J 2-TRACK INIEM.IEDATE ,r ANOIORLOCATIONS PANEL CLUE 4' EXrEMOR s7RACK DmMU OIATE V 13-ANCHORLDCATIONS WPANM aR &IRAMINR EDIATEI v ANCROR LWATKM NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCE IS 2375' 2.375' FORALL'HEADS: —[ REVISED Min IS florba N N e"PRODUCT as IIa1nG tip. - 801,5 17-0420.06 UCENSF-'•� L,pt.auon Date 0411412021 Z. 53705 10/05/15 ur =•D i mmm o �aaa�ecoR (/( ^�; '�q �,•tv J ROSOWSKI eTArEo 12 OF 21 lull MD-5570.0 P-HOOK AN ORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): I ' 2.375° - 4.76' 7.125' MAX 21.8' 21.8' HeaNBill Jamb pH 5 MAX MAX F hmk 7 O.C. EXTERIOR O.C. EXTERIOR OPT. ANCHOR TO AID IN " ALIGNMENT NOTES: i 1) STANDARD ANCHOR LOCATIONS SHOWN. • FOR 3 AND 4 TRACK JAMBS, ANCHORS MAY 8' BELOCATED IN ANYADJACENT TRACK A MAX_ MAX• (SIMILARTOTHE2 TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE I CONSTRAINTS. IN CASE OF AN ODD it ) 2-TRACK FRAME JAMB ANCHORS T 3-TRACKFRAME JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR M i I JAMB OPT. ANCH( TOAD IEE TABLE 4& 2 FOR EXACT QUANTITY ANCHORS F OUIRED IN THE P-HOOK. 21.8' ' MAX O.C. MAX I 4-TRACK FRAME JAMB (3) WEEP NOTCHES PER END Q I' X.600- ILII (4) WEEP NOTCHES (lN PER END QI'X.500- SILL � SILL EXTERIOR Q EXTERIOR (3)TRACK WEEP HOLES EVERY 24'Q 1.126'X.180`,� (8)TMCK WEEP HOLES (1) WEEP NOTCH EVERY EVERY 24-Q 1.125-X.190•;� — 24- Q 1.375- X .500' (1) WEEP NOTCH EVERY ' 24'Q 1.375- X.500- SILLWEEPHOLE LAYOUT (2,3 & 4 TRACKS) JAMB PER END Q 1- X .500- (ER TRACK WEEP HOLES �`\` / EVERY RA Q 1.125" X .190 ;1 (1) WEEP NOTCH EVERY 24-Q 1.375-X.500' PRODUCT wmllM. Floeaa ```NY LYN,Vr.''. NOA-No. 17A420.08 � �•��'UCEN9E:'•�((� �' EaRl-U— Date 0411412021 No. 58700 :P — VINYLSLIDINGGLASSDOORNOA(LM) - 10105115 By = /Z,�' bvn vro oet cones -v : vL�(� ANCHOR LOCATIONS C O J ROSOWSKI =ROT', SLATE F�',: NO CHANGES THIS SHEET. �� 04/05/17 r? .ONAL E,,� ,gg �$ r/rrnlptl 3GM570 NTS 13 OF 21 6$ MD-5570.0 JillA Ago vF' HEAD 90a C RNER CLUSTER ANCHORS LAYOUT: SILL 90" CORNER CLUSTER ANCHORS LAYOUT: Fa omaa��m mL uoonwunos i '� a�i ao• 4' 4• 4' 4' 4• 4• 4• 4, Heaelsm t 3.- pRJ�i�Oq 322 EXiERRIOR a y a P•hmk 7 •CI' LOGTTIOtS V 'ANCHORL� CO'iTOOS J �/ 2.TMOKSYCORNER E�ERIOR MRACKEO•COFd�i E%IERIO (USE 'CTIS SPECF®) (USEWHERE'CSISSPECIFED) 'G'ANCHORLOCATIONS jj''LL 'WAHOIORIOG1108S (USEWHEAE'CSISSPEGFEO) V (USEWIICREY.7 ISSPEC6E0) EXTEIIIOR ea•OORNER W7 )R LOCATIONS CS IS SPECIFIED) fln 4' NCKO MOR CORNER�IOR REWISS TICLR �I RE'C3'LS SPECWED) luwvwoareoramT iLounas NS HaaaSN 1 Jamb 6 P•aaok 7 }TRACK W CORNER •CPAWUWRLOCATIONS (USE WHERE -W IS SPECIFIED) R R N I 4- 4 . 9?2" }1MCKaa•COIa1ER EXTERIOR -CCANCHORL TIONS �T (ME WHERE'C3' IS SPECIFIED) 4' 4• 4• 4- 3'�• 4TN OEEROR EXTERIOR CCHOIRCATO 7IrANCHORLOCATIOFS (ISEW%WW'WtSSPECW9) (USE WMERE'C3'S SPflhTm) NOTES: ' 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.375• I t.W- V2Z- 107, FOR ALL HEADS AND SILLS: N. PRIM 4, PRODUCT REVISED .m1h1.d"VIIoOAdai NOA-'17-0420.06 GPUaDon vat 04/742D27 4• e e 3.22 SANCK R GORIER EXTERIOR •CWHERETS'ISS ECIF JVL (USE WIERE'CS S SPEC6E0) R R N R L �•ONY LYNAr-' UCENs�'••,'c �. * No.58705 1i0 "�Tua •�•, (C:F[ORIOP . 4TRACK W CORN Tt �'CB•ANCHORLOCATIONS A. LVNN t461FR,PE tMEWHERES5ISSPEC6ED) P GBi� VINYL SLIDING GLASS DOOR NOA (LM) 11110105115 ANCHOR LOCATIONS D 1S J ROSOWSKI aw. NO CHANGES THIS SHEET. AS I O4105117. �g SGD5570J NTS f 14 OF 211191 MD5570.0 144 A I SAS / 1TMOK 137COW •0S•ANW0RLOCATJ0M (USEIYNERETVISSPEC6 ) SILL 135' CORNER CLUSTER ANCHORS LAYOUT: ♦ I' Y MCK IWCOFWM •CTANMORLOCATIONS (IL WHEP.E•CT36PECSW) 4' >\"�' CANCII 135 =TiO7i •CI• EREIOR IS SP10N5 (se mr<Re'c1• a sPECFIm) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER 9) TRACK -TO -TRACK Rp�� DISTANCE IS 2.376' (L, 2.375 AND WOULD BE CONFIGURATIONS, 2.375' nin JnmD 1 5 Rhodt 7 FORALL HEADS AND SILLS: 3TMCKIW WR NCR 'CA•ANCNCRLOCATIONS IOSEwKm •w lS SPEC F m) RcuREsvFxru,ronc wrnw,o,sma¢Rsu Aao�,nrw,K� 13s• HeadlSll i Jamb 6 P4nok 1 7 PRODUCT REVISED as eompl ly gn IU, 1ha Floaaa '"Oaing Coodd HOA.NP. 17-0420.06 EPpitatton Data041142021 * ? No. 68705 -70 . ) ��`..• TEo �'�S��NALIEN�+``�• A LYNN MILEK PE �VINYL SLIDING GLASS DOOR NOA (LM) g10105I1LT-1ANCHOR LOCATIONS E SJ ROSOWSKImnm,. oanm.•NO CHANGES THIS SHEET. DA0005117 FL 34275 IS OF 211€€1 MD-5570.0 EXTERIOR V 2.TRACKSPLJCE •IWGIOR LOCATIONS ERE'CS' 19 SPEOIREW I ILKE I TpN 4.75' II EXTERIOR 4° n I STRACK SPLICE ANCHOR LOCATIONS (L94WHEREr SSPECMED) 4.75' L TqN I I . II I fWr SPDCEL- L117 OCAnoN 4- EXTERIOR 32Y 2-TRACK SPLICE 'CS' ANCHOR LOCATIONS {USE WHERE-W IS SPEMED) SPLICE LOCATION 4' EXTERIOR 322° J-L 3-TRACKSPUCE VV WANCHOR LOGnONS (USEWHERE-CTSSPEGF211) ePLXP 4° LOCATION O(TEnR2' OR 3.2 V 4-TRACK SPLICE •CE ANCIMI.OGS TIO (NSF. WHERE-W1S SPECF®) SILL SPLICE ANCHORS LAYOUT 0- INTERLOCK OR ASTRAGAL:_ SPUCE LOG1noR 4' EXTERIOR n 2-7MCKSA.ICE ' 4'ANCHORLOCATICS (USE WHERE'CT IS SPECIFIED) SPILCE LounoH 4° R—RACKSPLICF. •G• ANCHOR LOCATIONS ((SEINIIFRE W SSPECFIED) SPLKS_ ICCAnON ZI EXiEfIID 3.22' 4-TRACK SPLICE ANCHORLOCARON4 (USE WHE m-W IS SPECLREO) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK ]]7������••• DISTANCE IS 2.375' 2.375' 2.375' FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOGTK N 4" EXTERIOR R 2-TRACK SPLICE �J 'W ANCHOR LOCATIONS (USE WHERE •CS S SPECFU SPBig L0CA4• EXTERIOR 3.TRACKSPLICE 'CS•ANCHORLOCA . (USENTIERE'GS S SPECIFIED) ®lEc.�]a �0 PRODUCT REVISED ft w th Iho Florida DPildhlg Code NOa 77-042D.06 SPl10E LOCATION 4' \\\TINT II III IIII EXTERIOR Jv1 •a•AARCHORSLO �Ns (USE WHEPE'CS'68PECIREO) � �• .rP y Ty ; No, 5e705 ia rA, a I I` �iOF 'lCs".;loR10l,. G�C�`�� 10111 A.LYNNMSLER.PP. VINYL SLIDING GLASS DOOR NOA(LM) 1811010511: ANCHOR LOCATIONS F &.J ROSOWSKI NO CHANGES THIS SHEET. A� 04105/17 10OF21 Rif MDS570.0 SINME BREMOC our B ERM LV IN n. Fo Eo STOE W KKMM U) ASIRAQ F BOXou LL J ASIMG1 BOK IN W J OUr. W Lu AB,MGA zd RIB BLar D- a IN. 13Y LEFT PANEL STILE PANEL'S RIGHT STILE TYPE 60/OLE INT SINGLE 4V19DLX fOffD SIRE LOCK1rIlE N7 OLE HAN ASIKAGV. BOX OUT NTRM1OPL BORN OU'SIDESO' ASRWdLL RECENFA BJBmE BO' ASiMWL MCENER OUISIOE 135' ABTRAGAL RpVM K 01SIOE 105' .ASTRAGAL REGENER OUT OUT N E F PP K L L TC TA TV TW B H P A C c wm C �ro SC SA SV SW RR R S S FC FD FV FW D M CT CS I CF AT AS DF VT VS VF WT. WS WF . RIGHT A � PANEL STILE PANELTYPE 'F'SHOWN. 1) SEE DPIAN�,HOR TABLES 182. SHEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE 2) PANEL TY PS NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILA IE. 3) MAXIMUM OMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 4) PANEL TYI MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES DUAL PIED BY THIS APPROVAL, SEE DETAILS SHEET 10. N. VENICE, FL 34276 SCREEN PANEL TYPES oousm P--� -:c asrMGu. INTEIU= �rwvw, DOUBLE M LOC.TILE []. .,y�.� INrBrLocK JLOLXITRE C= ASTMGAL SD BLNGLEEraOCK �a MT L_Jw�.�� =uKE INIENLOCK A INTERLO TEMMdf [ CI Lo( ,,- UA as MOTU OOIIBIE SNGIE DS OBERLOGK INIT2ilfIC1( PRODUCT REVISED 9ulla6�"'pig Caan RA lho Ro4aa xoa-xa +7•D42D.D6 Pap'rauon Duet D411412021 V`VpulW ryq �ONV LYNy�� ���C'' ucENSF ••' �(�' VINYL SLIDING GLASS DOOR NOA (LM)121 10f05%6 _ 1t PANEL TYPES P1 J ROSOWSKI ='D p( ` =0�., srAre tt��. NO CHANGES THIS SHEET. �� 04l05117 ITOF211911 MD-5570.0 1111AII �' 1Q2 1.670 110 --41-- TOP, ® BUTT AND STILE 10635- -}� 540 r �0L29061 762 -1.812 +81 .082 - 1.928 (+-- U .301 Lm;�j� -J COVER sCREw ANCHOR PLATE TRACK INSERT 10 INTERLOCK POCKET IEAD/JAMB 06 4TRACK SILL ) 5.1718 ---���ryryry 1.000 35[252 fl-S13 31 060 -"jQ 2.060 .100-� 8.250--- -�j 8.250 � 1.4 r.062 .080 100- '-II U1 •� Fes^ 1.989 ]L 1.813 p 15" 11 681 , ;-1.1 0,12 j O60 100 �, Q�� SUPPORT IL ©CouTEROVER SILL 18 COLT�ACK QP-HOOK ADAPTOR OB P4100K :K HEADIJAMB Q 3 TRACK SILL ,pg4 rr.125 590 540 91 .081 +r 229 2.975 Lr2.,4,� -10.825 --� S.p75 -y 3.000 r1 ,076Ij�- 1�Qt❑�!I �8 �2607 -�-1� I 1.40fi 23L94im; � 881 � ��082REINFORCEMENT REINFORCEMENT100 19 ®0 KEEPER BAR COVER ®BAR @ FIXED PANEL CLIP ®PLATE 4 TRACK HEADIJAMB O2 2 TRACK SILL 2511 0 r+- 2.838 1.B25 0.��7�182 1 S95Q3,483 .125 2898 +1 0�2070 iI( .075 4.635 4.279 .1002210 ,pgp 2N63 2368 7882.026 .312 T ® INTERIOR JAMB COVER q�rl - 41 -•188 1•.120 F+-,182 2291 •100 I �2.710 1.875 PRODUCT REVISED p u NIN B,a Florida TOP, BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDEDPOCKET INTERLOCK PANELSTILE,TOP D°I141a9 �o © AND STILE e REINFORCEMENT,REINFORCEMENT, @REINFORCEMEM INTERLOCK ADAPTER DADAPTER ®ASTWIOM1L �O'� ®AND BOTTOM RAIL NDO• 17-0420.06 4T COMPOSITE STANDARD HEAVY-DUTY P p'mllon Dat 04H4/202'1 REINFORCEMENT ' 3.328 �-3,3g5 NOTES: Mtum p rodue4 contr" 41.472 919 1)SEESHEET4FOR �209 .060 3.713 .09DSILL RISERS. ii.125 3.345 06076 .048 1.500 3147 2) SEE SHEET 20 .0.919 FORSCREENPARTS. 1.170 135PANT -CORNER 135'CORNER 135-CORNER 90'CORNER 090'CORNER 4 90'CORNER 3)ALLDIMENSIONS ®SSIVE MOUNT ®ASTRAGAL CAP, ®ASTRAGAL CAP, ®ASTRAGAL ®ASTRAGAL CAP, ©ASTRAGAL CAP, IN INCHES. ����.'1.NY LYNN •t. �'h. • EXTERIOR . INTERIOR EXTERIOR INTERIOR 912 012 210 252 173 .065 i.281 ,082 �1.2(01 1.281 12p1 1.201 ® 7116-SQUO BIEVELED BEAD @1-1 BEAD ® OGEE BEAD ® OGEE BEAD SLIDING GLASS DOOR NOA (LM) EXTRUSIONS Raj J ROSOWSKI NO CHANGES THIS SHEET. n 04105117 gg �� >GD5570 l NTS 1SOF21 1141 MD-5570.0 �$ A ND. 587D5 * C 1) INSTALL CLIP ANCHO CLIP INTO PE AS USED PANEL INSTALLATION, STILE BLE A, SHEET 1 �1JrsMS ' CLIP SMS 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAMEJAM13 ATTACHMENT B SUBSTRATE, HEADER USING 4, INSTALL ONE BLOCK AT 84 BLOCK INSTALLATION EACH INTERLOCK. ANCHORS, SEE AT ASTRAGAL, INSTALL TABLE ONEBLOCKTHAT SPANS BOTH PANELS. I I � 1 I1pry'�I \ - M \ / INSTALL (2)174' M DSPAN OF EACH FIXED X 2-114° SMS \ PANEL -TO -FRAME JAMB LOCATION. #8X1°O SMS JAMB TO SILL ASSEMBLY @ 34-IM-MAX O.C. , INTERLOCK CLIP COVER W INTER -� , LOCK z�REINF. PLATE BOTTOM RAILit w 2 SUPPORT (2H P 5 — �1 I H SUPP((`es THROUGGSU INTO P EL g j$01 INTERLO& SILL RETAINER 1-1rz sas CLIP TTACHMENT INSTALL ONE ASS BLY AT EACH INTERLOCK :Ill I+�IsI 4-PANEL,2TRACK!Q@N OXXX SHOWN ��� \\ PANEL g ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS �RI ��1111NTERIORDETAILS APPLY TO 2, 3 AND 4 JAMB TO HEAD ASSEMBLY PRODUCT REVISED ring plIth Ma Florida Building CCoodd NOA-Ra. 17-0420.06 EMp .w. Dam 0411412021 )TES EXTERIOR TRACK CONFIGURATIONS. �'� SEE 3HEET51116 FOR ANCHOCING. ``BONY LYryIy SEE TABLES 182 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 7 •. � � VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 _ * Nq 58705 ' INSTALLATIONJROSOWSKIORRECTEDit96OM1/05/1T1W0TECHNOLOGY fjACCESSORIES DRN. VENICE, FL 34275 (941}480.1600GDS570 I NTS 1 10 OF 21 $ MD-5570.0 s A �� HORIZONTAL SECTION EXAMPLE .875 ram-- 1.993 .875 r— 1.993 in 1.020 � r— 1,874 ,aa TOPRAIL- .062 m, BOX SCREEN OTTOM RAIL . .062 EN SIDE RAIL , 1.020 1.872 3 tf 1.373 L ,055 ,.633 --�-1 .062 ".4 � .372 BOX tot SCREEN ,w SCREEN CREEN ,m OX05 INTERLOCK 5NAP-ON BUG FLAP ASTRAGAL ADAPTER 06 —�1.343 r-- .050 055 loz, 1,m ""Ir1487 BOXSCREEN ASTRAGAL IST 7SILL SCREEN ADD -ON I� BOX SCREEN HEAD OANDJAMSADD•ON ADAPTER STANDARD SCREEN DETAILS: (Do s a �i 121 ,ss ,n Ino' I 'a I'da' HORIZONTAL SECTION EXAMPLE ,30 a ,m ,n ,i HORIZONTAL SECTION EXAMPLE I--- r+-1.081 f 1.202 1.778 1.778 935 050 050045 ��- WEN 9SCREEN QSCREEN 0 ME SIDE RAIL, GALXO _ LATCH ADAPTER PRODUCT REVISED pNl:w I,� tbo Flo,ldo BWdivg CC dd 1'�17.0420.06 .7� I 782 P.puouon Date 04/1412021 040 t L.OB2 B ,a SCREEN VINYL qFRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON VERTICAL SECTION EXAMPLE NOTES: 1)ALL DIMENSIONS IN INCHES. PinJAI VINYL SLIDING GLASS DOOR NOA (LM) A 10105/15 III SCREEN DETAILS Ul JROSOWSKI FL 34275 NO CHANGES THIS SHEET. 18$1 D4105117 20OF21 Ul MD-6570.0 ' #_.Part# Description Materiel I 18D01 2-Thick HeadyJamb Rigid PVC 2 IBM 2-Track SO RlgId PVC 3 19025 3•Track HwdfJomb rod PVC 4 19026 3-Track Sig algid PVC 5 P8 19027 4-Tmck Head/Jamb Frjd PVC 6 IS= 4-Track Bill Rigid PVC 7 19M F-M- Screw Caner Rigid PVC 1W31 1Ah. Plat. 6081-TBAlem. e r 1907 111hick Insert 6063.70Ah- 10 19084 Cap - Extended Packet R-6d PVC 11 191136 n1aek Bdtom Rill Support 61189.757lum 12 19005A jouter SiO Qcnsr 6083-TSAI- 13 19011 No Ttmck Cawr J; d PVC 17 1 19092 jP4I..k Adapter 6068•TBAkrm. 1122D P41odr 6063-TSAhrm I_- Keapw 19O29M Kper 608STo Alum 'Ba I Rdntrcamore BerCouer ffi(iid PVC 118 1WW am. Bar 1W37M Flied Paid ClipW83.76 Ahmru 1W35M Rdnhrmement Piste 8081•'IBAkun. 19M7M 191M8 Tap Reg, Bottom Rail and locked. Rdntrcemed 6005.75 Alum Compwge 21 19018M Idedock.300 Rehircemenk Bid. 6005•TBAkum 2B ISO M I Ilatedck ADD Reinke—mied, HD WOS•T6AkarL 29 1SMSM i,Astmgel Reintorcement 6005-75At- 30 IBM 11 Extended Pocket WwlockAdopter 6063-76 Atom 31 19005 111mcdock Adaptor Rigid PVC 32 IBM Awm9d Adrian Rind PVC 33 19004 (Pend Stile, TopMdtom Rag Rigid PVC 34 IM40 WedcrJamb Cover 6083.78 Atem. 35 10078 135'ComerAntragd BOWS Alm, 38 19077 1i135- Canty Astngai Passhe M.M en 37 10078 i;135'Caer Mtragdbp-EFL C 3g 1W8D 135'ComorA.tralist Cap• lit :ftd C 39 18078 W'ComerAstmgel — 40 1We1 119D'�r Astragal CaP- Ext. C 41 1W82 I W' Comer Astleal Cap-W C # Part# Description Material 42 Isms Sig Riser - (2-1121 606YM Alum. 43 19022A Sill Rl--(3-ifn 6O TBAJwn• 44 19023A Sig Miller -(4.1/1n 6063-TSAk- 46 19024A Sin Meer •(4.6f8") 6063-TBAIum 60 71WOBW .187'..320" FWed(SNo) 51 716M 1.11TR1'F 314•Fkt Sad Dust Phrg tit 716W Duet Plug 60 41W41 Im dock COP Cater PVC e1 75163X Tandan RellarAssemlly SS 62 76153N ITIandam Rolla Assembly Nylon 63 7WfiFPTX #8 x 314' Ph. FH SMS @ RAW & Rdnt SS 64 4191M2 Frame Header Black Nylon 66 48052 Rolm All. Halo Phil; PVC Be 44WS 4Hale Bumper Stop PVC 6y 7EW14FPTX #6 x 1.1/4' Ph PH SMS @Rmnper Stop SS 68 71BM SS Plug PVC 89 7al8ax G—W M.U. Lock.hang Tdm plate S 70 71032XiFPF7( 1032 x 1' PILFH MS @ Lack 71 wdes Hende Kit ZIP 72 19054 Interlock Rolelner Clip 76 Kommsdbg 4SG'TPS Spacer System 78 Quzllax Super SpacernXtxim Hd Mok Buryl See Sheet III for Clrmnex Durpscal Materiels 78 C..M XL Edge Spacer 79 Dow Corning 996 or GE-7700 Backbed3rM SLcone W 19M 7/111' Square Boad Rigid PVC 81 7/16" Bawled Bead Rigid PVC 82 Iwo 1N76" Berated Said Rigid PVC 83 19045 1-1/16" Ogee Band Rigid PVC 64 10016 13N8" Ogee Beed Rigid PVC e5 71725K Setting Black IW x 4' x VIE', e5+/-5 dum. Neoprene ea 71726K S.1 irrg Block 1'x 4' x 1116', 65+/-5 dim. Na W 781PSTX #8 x 1' Ph. PH SMS @ Films Assembly SS 91 78XI14PHPT41OX #8 x 1.1/4' Ph PH SMS @ Relnt Sol SS 92 71MPMPTIBBX 1#10 x 1' Ph. PH SMS @ Rd Support SS 93 71OXI15PPX ILM 0 x 1.OT Ph PH SMS @ Fell. Pill. COp SS 94 710X2fiPHPT18AX 10 z 2-1W Ph PH EMS @ Rdnt PI.WAst 68 9S 71420X225FPFX 1172 x 2.114' Ph PH EMS @ Hdr. Black SS 98 71OX1.75PPX #10 x 134" Ph PH SMS ® All. Mount SS 07 710=PPX 1010 x 3/4' Ph PH SMS @ Ed. Pit. lit SS Be 710)2PPX 1410x T Ph. FH SMS @ Killer SS a Ft Cm•—C! P— #_-...Port# Description Materlal 100 122W Bet Scrocn Top RFII em 76 AI 101 12257 Box Screen Bottom Rao 6063 T5 AI 102 12258 Box Sc— Side Rag 6063 T6 AI 103 64M Box Scant Wmlock 6MT8 At 104 17347A Ben Screen Seep- Bug Flep 6063 TB AI 705 64M Box Screen Olen Astragd Adapter 6083TBA1 108 17349 Bent Screen Astragal Adzpaw SD63T5 A 107 19039 Box Scmen Frums SO Adrian 6D83 Tea 108 IBM am Screen Hs.NJamb Adrian SMTSAI 109 720XIX #14.20 x 1" MS @ Top Rill SS 110 72DX112X #14-M x 1.1/2' MS @ Boticrn Rarl SS III 71783E Wstp,.270'x,150'-Fill Bad 112 616051( Wetp,.1B7' x.SW@ Bug Flap 113 7SRAZ Standard Railer Nylon 114 7SRAX RD RWu SS 115 wales Scrairla.MgHtedxare Steel 116 419M Screw Keeper Steel 117 7WPPA x 1' Ph. PH SMS Steil 110 1692f314 Screen Sdino•.150'8.185" VmYI 119 1816CN Screen Clam F(ba9lma 0 Part# Description Material 120 12033 Screen Frame Rill 6063 T5 At 12l 12028A Screen Frame -Side Reg (Latch) 0083 T5 AI 122 1730 Semen Olen Astragal Adapter 6083 76 AI 123 48W Scrron Umyl Astragal Adapter - algid PVC 124 1W12B Fmme Big Screen Addon 6063 78 AI 126 GFP95K Bug Flap, 85+/-5 dum• Virryl 126 78A112PSATS #8 x 1. M Ph. PH SMS (Assembly) SS 127 712M Corer Key Mod Assembly (Standard) W. 128 712027SS Corner Key Whed Assam*(Fi0) S3- 129 wd. Screen Lccldro H-IMMe Sleet 130 710X34PPSDAX 010 x 314' Ph PH SMS @ Screen Asl. SS 131 78X12PPSMSX #8 x 1/T Ph PH SMS @ Over A.I. SS 132 1692/314 Screen Spam-.14T Vinyl 133 1816C20 Screw Cloth Fiberglass n VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105/t( PARTS LISTS J ROSOWSKI —oxmr Pcnrxxumwls.ixc d NO CHANGES THIS SHEET. c6104105N7 NOTES: I 1070 T rCHNOLOGY DR 09 1) ITEMS #14-1B, 6-49, 5359. 73, 74 & 87-89 & 99 ARE NOT USED AND ARE N. VENICE, FL 342-15 s NOT PART OF IS APPROVAL (941}480-600 5SG0.55701 NTS 210E21 i$ MD5570.0 PRODUCT REVISED the Florida `�fOtl uu'gt mplyin0 wHb coon NOAd-iN.2 17-0420.06 uceNSF•.•(��� Expfrati.n Dee 1412021 *• ; No. 58705 '.?1 aelvnd-D v Product ovtm - � ; �( t5 a '0AVALill1ENG`• A LYM rALLM PE By MiAMP ADE St' Buda Coant ' MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 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 County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, -the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 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 Manuel Perez, P.E. e :c > NOA No. 17-0630.05 Mi�►tht'�o �� 9 TY W piration Date: July 30, 2020 al Date: November 30, 2017 Yll/JFULE COP Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. NW-SH5500-01. titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer' NXTT"x spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2614), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. IS- 9.05 Manuel lrere4 P.E. Product Contro Ex finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) OTHERS 1. Notice of Acceptance No.16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and firing on 07/30/20. Man Pere P.E. Product CoN!o=-01630.05 miner NOA Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE ANCHORAGE E%AAOiE DESIGN PRESSURE RATING IMPACT RATING EANCHO ANCHORAGE 28•t/S'MAX O.C. 21S/B' �~ FORARCH-TUP = S4' MM. BUCK W D7H MAX O,C. HEADf:RISIM. FOR ALL VARIES PER REINFORCEMENT LARGE & SMALL MISSILE HEADER(SIM. 12=FROM J0. tYMAX / HEADER LEVEL. SEE SHEM6.7 IMPACT RESISTANT FORALL WINDOW TYPES) F �SEAM SH0. SEE EET3� �1-�NWX.O.C. sz-1B' MAX. euacwroTH 10'MAX. FROM Imo- SEESMEETS r 1-114' A. SEE D. SEE 30'MAXO.C.-T-12'MAX SHEET3i 1 1FIXED N503 1� / FRAME SEAM SHEEf4� I BE8 1 ' SHEETS I MG / TN -r SHEETB. EE _ - 1 30' MAX. O.C. 1� B � `-- FD SHEET3r -� , T / + QUALLY SPACED y 1 / �� ,7-7B MAXD.D. 1 t / / EQUALL ANCHORS PER HEIGHT SPACED I �_ TABLES&11 -� COUALLY 17-7/8'MAX ANCHORS POy I / 81.78' SPACED{{(/ ) 84' TABLES 411 Q i / BUCK TABANCHB ES 911 \ IBUCK T_ I _._ _ MAX HEIGHT MAX _ AX HEIGHT 10'MAX.00 BUCK /� ASSHOWN X 4 "' M'AX O.C, HEIGHT x I ; 10' M1AXO.C. I x 4 1 " ' HEIGHT x 'Lt / (MMAX) ,a-3raL• (MAX o.c. �7 EQUALLY 13.3/4•MAXO.C. EQUALLY FMAX EQUALLY_ SPA//SPACOT ^ T SEE��ESSPA� �ARTCHORSABLES P7 / HEIC3IT ! - µTABI.ES'JCHORS�Rit t / _ SHEETS / 'C JA &1/l MAX)41TI MAX 61? NAX B 1 NOANCHGRS ATSOL �. I 8- NOANCHOR3 Ai SD1 BNOANCNO AT 30.1 0 1-114' SEESRLWEEP- ^'jl�_' • MAX BUCK W DTH `NOTCH DETAILS, SASH VISIBLE � NOTCH OETAIS, •MAX BUCK WDTM NOTCH DEfW A6�.9. NOTCH DUALS. SHEETS LIGHT WIDTH SHEET3 SHEET3 SKEET" ELEVATION R TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH QUAL-LITECONFIGURATION SHOWNWffHORIEI/PROVIEWCONFIGURATION FOR CUSTOM COTTAGE CONFlGURATIONUPTO ANCHORED THROUGH THE NAIL -FIN 75'HEIGHT SEE TABLES 411 (SIMILARANCMOR OR1ENSIONS FOR OTHERCOWIGURATIONS) GENERAL NOTES: S TES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT RAS BE N DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANEZONE(HVHZI. GENERAL NOTES. ....... _.._....... . ..... ...__...7 2) SEIUTTERSARE NOT RE�IREQ WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 301IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. ELEVATIONS__._.._.._.„........-._..�....1 3)FOR MASONRYAPPLI IN LEW-WADE COUNTY, USE ONLY MIAMHDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE, FRAME, GLASS & ANCHOR OPTIONS...._...__.2 A! CBO CONCRETE UNITS AND CONCRETE WITHMIN.KSIPERANCHORTYPE INSTALLATION, FLANGE S EQUAL LEG3OX.._.3 4)ALL WOOD BUCKS LE1-UY THICK ARE TO BE CONSIDERED IXINSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS INSTALLATION, INTEGRAL FIN& JCHANNIEIL4 DEPIC7E0 A32X ARE isCKOR GREATER IXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDAND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN GLAZING DETAILS_..-__......_____-„.-..6 AND INSTALLATION IS TI�RESPONSIBILffr"TYGIF THE ENGINEER,(EOR)ORARCHITECTOF RECORD,(AO4 DESIGNPRESSURES_..-..___..._---__6.7 6)ANCHOR EMBEDMENTE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH 70 ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCHOR OUANTITIES__._..___.___...„._ B-10 SHOULD BE SEALED, O SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 07HERSAND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. EXTRUSION PROFILES._...._._.16)114•MAXSHIMS ARE RED ATFACHANCHOR LOCATION WHERETHE PRODUCTIS NOT FLUSHTOTHE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. ASSEMBLY PARTS LIST....___. _.. 12-13 7) DESIGN PRESSURES: I CODES I STANDARDS USED. A NEGATIVE DESIGN LO S BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITNEDESIGNLO BASED ONWATERTEST PRESSURE, STRUCTURAL &CYCLETESTINGAND GLASS PER ASTME,300.•2017FLORIDA BUILDING CODE(FBC).6THEDRION C.OESIGN LOADS ARE SED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE(FBC), 5TH EDITION 8)THE ANCHORAGE METI 613S SHOWN HAVE BEEN DESIGNED TO RESISTNHE WNDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HASNOT BEEN •ASTM E13W 0 USED IN THE DESIGN ISPRODUCT. THE1.8 LOAD DURATION FACTORWAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTHAT COME INTO CONTACTWITH OTHER •ANSVAF9PA NOS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS.(HALL MEETTHE REQUIREMENTS OFTHE FLORIDABUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL, ADWMIS IKLODUC(REVTSFD 0)METALSUBSTRATE TO ET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI SIOD-12 �127-4,17 F..�10) REFERENCES: TEST RS FTL-7964& 78fi8; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NCA; ENERGI WINDOWANDDOOR PROFILES, LTD WHITE 8 BRONUAIGMTER .pJSC 3B0-10q`4 00SHADES OF CAP COATE PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WODD CONSTRUCTION,ANSVAFSPA NDS & ALUMINUM 1 AL t1) APPLICABLE EGRESS QUIREMENTSTO BE REVIEWED BY BUILDING OFFICIAL AAA py LYN�7 1�/I Reris'nIr USER INSTRUCTIO PRESSURE REQUIREMENT FROM ASCE7. ���: , 1J sB''yir( •. (O�� ••• UPDATED TO FBC 2017. - JR - �6/06/17 : ; Tkad rtGX7 U 1)DETERMINE THE SNESi THE MOST CIFlC, WINDOW OPENINGS DESIGN (TABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. Y* ND. 587M ' - 21 DETERMINE 3)KNOWING YOUR PRESSURE FROM TAB OPTION (TABLE I). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN $4-B.RMUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW i=TEcxNDLoGYoRIvE GENERAL NOTES & ELEVATION Drum By. J ROSOWSKI OPENING OBTAINED IN 4) DETERMINE THE ANCH YOUROPENING'SCOND 5) INSTALL ASPER SHE �Ep 1, QUANTITY FROM TABLES 0.11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR ON FROM TABLES 2OR3,AND THAT ALL MIN. REQUIREMENTS FIR MTHISSHEETSETAREMET. FOR THRU-FRAME DLSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. b •; �� �'•, ATE ((4� F •.,�tDRIDT+; ?�� '''��ss/QNAL N. VENICE, R34T75 l�1> '1� 10� SINGLE HUNG WINDOW INSTALLATION -LM OVM 05/15/15 �NG�` 1jHL wIeIDU3D®.D1G R� NOIE:DESIGN PRESSURE. INTEGRAL FIN OR EQUAL TINO DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-QIARNEL. FLANGE. ,G43OX). 1 1111 L.4 PE653LT05 P. wam9lEselivm CERf. oPAvrn.EJ8R98 SH-5500 NTS 1 OF 13_ MD-SH5500-01 B Waa,.� Typo .-, Description from Exterior to lntedor) (t Design Table Preontm Shotil 6 /B' Laminatod L : 1/0' A Extador CAP. 711E AIrSP--- WIV LemiwtM: R) Lit. of 118' A Glass with.cw PVB Intede", 4,5 6 6 718'LeminatadL :10 TExtede'Cap+7HSAmSpace+5/16'Leminted;(2)LBasoflfW A Glass xith.09T PVB IntmWer 46 6 7 7gr Laminated L : 311E A Exterior Cep+ Stir Air Space+ 5116- Laminated; (2) Ulm of IV A Glass with.GBS PVB Intsdayer 4,6 6 B 7/0'Laminated 1. ILVIW T Exledor cap +3/S Air Spam +611S Larrinated; (2) Liles or UB' A Glass wth.090' PVB lntedayer 4,6 6 9 7/8' L..tnhlatsd I: 1 : VS A Eatador Cap +711S Alt Space+ 6d7S Laminated; (2) Lifts of 11S H Glass vdth AW SO Mtvdayer 7 7 10 718' Laminated 1...: 118' T Exterior Cap + 7116* Air Space + 6116r Laminated: D) Utes of 118" H Gksa aAm.090' SG kdedayer 7 7 /1 TIT laminated I. : 311E A Etcdor Cop+ WIT Air Specs+ 5116' Laminated; (2) Ulna d 1B• H Glass Wh J)W SG Intedayer 7 7 'tad I. .: 3116' TE.le4or (kip+ 3m• Air Space + S118• Lan meted; R) Liles of 1/&' H Glatt va'ih .09W SG gd.nayer 7 7 led 1. .: IAT A Estodor Cap• 5/1S AhSpace+711W Lannhalsd;R)lilac of3116' A Glass Mlh.090'6O IMedaYer 8 7 tedL M718! .: iIS TExledar CAP +511S AirSpace+7/1S laldnted(2)Liles of3118' A Glass with.aw SG lnisdryer 8 7 ledL 13110' A Exterior Cap+1/4'Ak Space +711E LamtnatetR) Utas of3116' A Glasswith.W SO Wedayer 7 7 edl..:3116•TExteMrCon+114'AirSpaca+7/1S Londrated:(2)LIms013116•A Gloss wim.09S 506dedAyer 7 7 Group _... - -- Ancho I .._ - SubOare Min. Edge Dldas- Mil". Embedment' A w10 S (s1 Mp teel, ot, S Or4Alumtnum, .S. .) P.T. Southem Pine (SUM ) 7/16' I-aw Steel, AW 318. 0.050• Steel Stud, A653 Cf. 33• 318, 0.0451" (18 Ga.) 6063-T5• 3IB' 0.050' 3/16'steel I (sacra P.T. Southem Pine (SG=0.55) 711W 1a/8' Concrete (min. 2B5 ksi) 1• I-W Ungrouted CMU, ASTM a®G) 2.7/2' 1-114 IS !1 #12 S' (stet, 184 or410 S �1 S �>;.S. 6.) II P.T. Southem Pine (SG-0.55) 9/16, tale• Steel A36• 318'11W Steel Stud, A653 Or. 3W ale' Ga.) Aluminum, 6083T5• 3f8'' 1!4'steel cm P.T. Southern Pine (SG=0.55) 1' 1/4• steel gex P.T. Southern Pine4•teelAP.T. Southem Pine (S�0.55) 1'9Conmte(Mn. conC IUn9mutetl 2B5 ksl) 1•1/4'stealU CMU, (ASIM C00) 2.7/2'1/4' steel C e0e% Concrete (min1'114" steel U pacon Concrete (Mn. 2.85 ksi) 2.11Y D 1/4'steel C tetiex I Connate (min. 3.35 ksq 24 1314' Ungroutetl CMU, (AS7M C&0) 2.1/2 1-1l4' 114' stcel A I 19dor Concrete Mn. 3.275 ksi Gmdetl CMU, (ASTM C4X1) 1-7/2' Y 1 e" 2' Group Ilse Sure Min Edge Distance MITI. Embedmenr E 210 x .131' Ccmmm N.1 P.T. SaaM.m Pine (SG=.55) 3/8- 2.7/1S 2-117 Ftir"N rIlc RaoinB Nag P.T. Southern Pile (SG=.55) 318" 2-7115 F 010 Tmse (steel,1S.S. �jjad SMSAl P.T. Southern Pine (SG=.55) 1rY 1.318• miman, 6083-TS' 318' 0.050' Sted Stud, Dr. 33' 3/8'0.D451'(18 Ga) Steel, A36' 318' 0.050' g72 (steal, 1 or 41 S L S.S. iA.SJ P.T. SOIDrem Pine (SG=.56) 911E 1a18' Alumirnan, 6lXL'i-T5• 318' O.OB3' Sled Stud, Gr. 33' 3l8" 0.050• Steel, A36• 3/S I 0.050• GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED . THE HVHZ ABOVE 30'. MIN.OF 3 THREADS 8EYOND THE METAL SUBSTRATE. 'UNGROUIED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Framo Glass Fremo From Types Options Canape Shapes Insttiblon options that may be used (see PigB) (see Table I) (see Flg A) (see Fig C) ....Into 2X Wood FmmbSmkstdp-shot 3. option 1 5 -18 EgwW49.. OrielfPreaew & College Square/Rect., Amh-ToRadus-p 8 Radom Top axvhFlange alih_ thelrenie rime windows:... ....Into ConcmWCMU-sheet 3, option 2 -,through iXBuckstdp into CmcrdelCMU -sheet 3, apfian 3 ...into Meld -street 3, option d ....into 2X Wood FrmnoBuekstdp -sheet 3, option 1 Bon1 Equo4eg (Y4) 5-16 Equat-LBe, OddtPloew &Coup Sq""Rat., A.WT.P& RedwTap Thmter uOha dwhOw the ••••• Into ConcmWCMU-shot 3. option .... though IX Buckstdp Into CommWCMU-shot 3, Ofiso3 ....into Meld -sheet 3. Mg. 4 Jtlrannal HL1i 5-& Equal4ke, O&Cothi ew & Cogege SquamfReet.. An MTepB Rodus-Tap Through Us itegrel/n...... ....Into 2X Wood Fmm fBucksbfp -sheet 4, option 5 ...into Most -sheet 4, cpgm7 jhroagh thepp,pe....lnto of the K1Mm¢_.....Jnto 2XWood FmeJBucklWp-sheet 4. option MeW - shed 4, option B Integral Fla 5-8 Equal Uta. OCIAMPw &Cotisge SquemlRr L' Through the Integral ltn...... ...Into 2)(Wood I' amlBucktdp-shed 4, option 5 ._.Iona Metal -shed 4. option 7 An;MTop& Radom Tap Throughgi9lans of the wsd..... .,Jnto 2)(Wood FmmlBucko rip -shot 4, option B ..Jnto Metal -sled 4, option 8 FIGURE A, FRAME CONFIGURATIONS Y EWAL4JIE ORIEL COTTAGE --iBUCK VJIDTHI+- _ -►) ia BUCK WIDTH- -+IBUCK VADTHF- x T �RECTANGVUIR RADIU&TOP 1 ARCH -TOP 1 WINDOW SHAPES AS ABOVE ORSIMILAR AREAPPROVEO. SHAPES MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. �aONY LYNN�''� ,k : No. 58705 _ m IU70TECHNOLOGY DRIVE 'MIN. E 0�53 THREADS RTEO '(N.VENICER34275 BEYOND THE �i�Als':!YOMOt.:: G�=`: (947)4a0-1fim SUBSTRATE ,S;�NAI� .0N``: vmo r sc O J�HANNEL O . INTEGRAL Flat O e FLANGE O 8O%OR EQUAL -LEG Material M. Fr Min Fa slow a- 92 ksi 120 hi 1&8 Screw 60 set 95 kt 410Scrrm mkoi 1101.1 S.. I.-GM.10 571a1 96 set Etco UhmC 0 410 SS Eko CMMFIUS 1SS kt 127.4 ksi 1771s1 189.7 kal 606345 Ahanimm 161e1 22 kel A38 Sted 361W 58 kst Gr. 33 Seel Stud 33 ksi 45 ksi ANCHORS RE -GROUPED. - JR - 06/06/17 'A•=ANNEALED 'H' -HEAT STRENGTHENED T=TEMPERED 'PVB' =.G90• TROSIFOLOPV13 BY KURARAY AN ERICA INC. -SG-- .090-SENTRYGLASO INTERLAYER BY KURARAY AMERICA. OIC. PRODUCmTTg3REMED Swllx,SyCaiwBb gO E7mWa wu DaaaProaau ANCHORS/FRAME OPTIONS J ROSOWSKI Ikdc HUNG WINDOW INSTALLATION -LM 05/15/15 Scab: 92 MD '1JSa IArc 500 NTS 2 OF 13 H5500-01 B INSTALLATION DETAILS FOR FLANGE $ EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INSTALLATION DIRECTLY IHM CONCRETEICMU. OPTION 7 1 EDGE DISTANCE ANCHOREOTHROUGH EMBEDMENT I..._ //4'MAX SHIM FRAME INT02X WOOD FRAMe on evacsrRlP. SEE NOTE2THIS SHEET. (---� EMBEDMENT ig EDGE FLANGE FRAME �� DISTANCE SHOWN 44 BALANCE ❑ �1/4• MAX TYPE VARIES SHIM TYP. BERME TYPE. 42 NW I SASH EMBEDMENTAND WEIGHT 2 TYP.ANCHOR7YPE. EDGE Q EMBEDMENT AND EDGE DISTANCE PER �n DISTANCE PER SUBSTRATE, SUBSTRATE BUCK HEIGHT FRAME 2.Br 1 EACH FDIED VISIBLE LIGHT HEIGHT EXTERIOR a INSTALLATION OPTION 3 ANCHOREOTHROUGH FRAMEAND/X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. LiBEDME 16 1/4•MAXSHIM I ASIBLE 17 MnoTn EDGE z Ill DISTAN( 1 TYRANCHOR TYPE. EMBEDMENT AND EDGE • DISTANCE PEI EOGECE SUSE BSTRATE. SEE TABLE 2, Er 2, SEE TABLE 2. SHEET2 EXTERIOR B7 = DISTANS EETZ -II FOLED VISIBLE 4 ` 2D I OPT. SASH TOP FLANGE I LIGHT WIDTX I EQUAL LIFT RAIL FRAME 2 _ LEGAIOX BUCK W DTH FRAME I ANCHOR NCHFORAUWINDOWS: iwcoR®ass• ND?Es SHOWN SECTION A -A sHowH FROM END AND AT 1)USEONLY ^�21 CENTER SUBSTRATE -APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLE 2, OVER 36',WDE: SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION. FBC COMPLIANT ALUMMUMISTEEL FRAMING OR STEEL STUD. AODADDRIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 21 SCREWS@16'w INSTALLATION OPTION SHOWN MAY 46 47 BE USED ONANYSIDE OFTHE 35 FOOR WIFR WI ND.NODWS WITH WINDOW 114• MAX. _ BOTTOM LOCKS: SHIM, B70OR812 STEEL 1!4'MAX 1B ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE SELF-0RILUNG SHIM SCREWS @SW USED INTO WOOD AS PER TABLE 2 SIS(GS), SEE FROM END. SHEET 2 ALL WOOD BUCKS LESS TABLE2 Q� THAN 1.12'THICKARE TO BE SHEET2. CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNTIE INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS I�DEPICTED AS 2X ARE 1-I2'THICK IUSE EITHER OR GREATER. 1XAND 2X BUCKS BB LATCH OR (WHEN USED) SHALL BE DESIGNED g4 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL Q . TESTED UNIT THE STRUCTURE WOOD BUCK FRAME LEGISOX LOCATION:"" DESIGN AND INSTALLATION IS THE SHOWN FRAME FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN oft ARCHITECTOF RECORD. EXTERIOR tel 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION IL INSTALLATION �J (ALSO REFERRED To AS DAYLIGHT OPTION V OPTION 87 OPENING) IS MEASURED FROM Im MAX SHIM BEADING TO BEADING ANCHORE07HROUGH ANCHORED THROUGH I— .., 1, I I I I I, FRAME INTO METAL FRAME INTO METAL - . 1 NOANCHORS REauIREo IN VISIBLE LIGHT FORMULAS — Na 58705 ' • - - . ' ' ' -' - • FLANGEOR EQUAL -LEG FRAME SILLS WIDTH @9ASH:BUCKwm-&12• @FIXED LUTE: BUCK WIDTH-4-3V Ik: -'D }� ^A •. 6 (� f � Dea+IPllev: FLANGE 8 EQUAL-LEG/BOX FRAMES J ROSOWSKI 1mDTEaWENowayow HEIGNT(EQUAL4.TTE) ��T •••. 7E OF ((/. ' N.VENKC,FL34276 (B41)4Bd160D Illy: Bufe: VERTICAL SECTION B-B �KNE1GWn-'"/6f1� � 'ss�ONAI Et DwP+remn SINGLE HUNG WINDOW INSTALLATIOI -LM 05/15l15 se.M /LreeeE SH-5500 swc TUTS seer: 3 OF 13 Nw _ H5500-01 Iier. B lIIII I r I1 i,, A..LYNNMIU.ER,PE wrwlmrlaEs.oc NL06N1° INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL h- EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK -STRIP. SEE NOTE 2.THIS EDGE DISTANCE SHEET. TYP.ANCHORTYPE, EMBEDMENTAND EDGE FRAME (n I� \� = j ' DISTANCE PER SUBSTRATE, SHOWN II SEE TABLE 2. SHEET 2. FDtED VISIBLE LIGHT HEIGHT BUCK o u HEIGHT W 85 T 1 30 EXTERIOR SASH VISIBLE LIGHT HEIyOHI OPT. 86 (2)i• Bi \f INTERIOR 31 WEEP NOTCHESAT tm EACH END. 7 INTEGRAL FIN FRAME SHOWN 2rX 1.25'WEEPHOLE OW=VER ®2.er FROM EACH END. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INT02X WOOD FRAME OR BUCKBTRIP. SEE NOTE 2.THIS SHEET. 114' MAIL SHIM INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2K WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. SASH 1 �� SHIM UGHT SIBLE 17 ucnrmDrH (SCREW SHOWN) TT I — 4 BALANCE TYPE VARIES `1l4`MA%SHIM 42 WITH SASH TYP.ANCNOR TYPE, EDGE DISTANCE Innna(J. WEIGHT 54 �� EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. ,� 31 SEE TABLE 3, SHEET2. EXTERIOR (NAIL SHOWN) B7 \ � FD®V1318LE /� /r{20710FT. SASH TOP J-CHANNFy UGHTWID7H LIFT RAIL FPfiAIE1 FORALLWNDOWS: NOTES SHOWN 1 ANCHOR ®3-w BUCK WIDTH FROMENDANDAT CENTER 1)USEONLY SUBSTRATE-APPROPRUTE HORIZONTAL SECTION C-C �21 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2A 3 OVER 36'yw OF SHEET2. FOLLOWEMBEDMINf 1/4 IMX DACE APPROVED MULLION. FSC COMP AODADDRIONAL SCREWS ®16.318' AND EDATIONO OPTION SHOWN Y INSTALLATION OFTON SHOWN MAY SHIM -�{ I•� MAY BE VERTICAL OR HORIZONTAL BE i 48 47 OFROM END. BE USED ON ANY SIDE OF THE FORWINDOWSWTIH WINDOW. BOTTOMLD!pq 010 OR012 STEEL 16 ADD ADDRIONAL SCREWS 0 SW 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SELF-DRULLNG EMS(O5), SEE FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLES 283. THAN 1.12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEET 2, 1X WOOD BUCKS ARE OPTIONAL IF USEEITHER UNIT IS INSTALLED DIRECTLY TO LATCH (SHOWN) SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1.12: THICK 1J OR BOTTOM OR GREATER 1X AND 2K BUCKS ^ 65 LOCK (SHEET 3). TESTED UNIT (WHFN USED) SHALL BE DESIGNED FIN AND/OR 63 LOCATION: S&W TO PROPERLYTRANSFER LOADS Q' FLANGE REMOVED FROM SASH END. TO THE STRUCTURE, WOOD BUCK IN -FIELD DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o 2 IN' MAX SHIM INTEGRAL FIN FRAME SHOWN REWIRED IN FRAME SILLSIFANCHORNO 3)VISIBLE UGHTWIDTHORHEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGHFPAME (ALSO REFERRED TOTS DAYLIGHT OPTION OPTION 1/4'MAX OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL [SHIM BEADING TO[ LEADING. 11111111,1//, INTEGRAL FlN DifOMEfAL (INTEGRAL FNIFLANGEREMOVED) SEETABLE3,51KEET2. --iEMBEDMENT I- - (SCREW SHOWN) INSTALLATION OPTIONS VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN _ INTO 7X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2. THIS SHEET. VISIBLE LIGHT FORMULAS _ * ;� No. SB705 :rLi WIDTH - D-10tto. J-CHANNEL8INTEGRAL FIN FR ®SASH:BUCK WIDTH -&17 aFO(EOLITE:BUCKWIDTH-4W -� �p0�:• S�TATEO I '�ui�� 1aro NDLD oarvE HEIGKr(EOUAL4JM) i�S•i N.VENI p BUCK HEGHT2-3-15116. N SINGLE HUNG WINDOW INSTALI �/,,ONAL1E111��� omlrym,r�em,T� sMe, swc � A LYNN MOLLEFL PE _ ""�°'.`�"m SH-5500 NTS 40F 13 Imo- EDGE DISTANCE PER SUBSTRATE, J ROSOWSKI - LM 05/15/15 -� 718' NOM 5I16' AIA PVB 7/16' AIR SPACE 118' A GLASS G]EXTERIOR mT9 GLASS TYPE 5 6116' HIH SG 7/16' AIR SPACE 1/8' _T GLASS aEXTERICR l6T8 GLASS TYPE 10 TYP. GLAZING DETAIL -�•{ 71W NOM 5116'AIA PVB 7/16' AIR SPACE 1/8' T GLASS--\ EXTERIOR Taro GLASS TYPE 6 +� 718' NOM 5118' HIH SG SM' AIR SPACE 3I76' _A GLASS a EXTERIOR 67B • GLASS TYPE 11 'NoM.GLAS3 fETYP. 'GLASSTYPE59THROUGH 16 MAY NOT BE USED WITH J CHANNEL OR • INTEGRAL FINFRAMES GLASS TYPES 5.7. 9. 11. 13 815 MAY NOT BE USED IN • THE HVHZ ABOVE 39. GLAZING NOTES. A' • ANNEALED 'M= HEATSTRENGTHENFD T=TEMPERED 'PVB' v ,090• TROSIFOLO PV B BY XURARAY AMERICA. INC. 5G• o ,090• SENTRYGLAS®BYXURARAY AMERICA INC. na•NOM }-- 5118'AIAPVB 3/8' AIR SPACE 3116' A GLASS aEXTERIOR &,8 GLASS TYPE 7 FOR LAMINATED GLAZING COMPONENTS, SEETABLE 1, SHEET2 5/16'WH SG I I 318' AIR SPACE- 3116' T_ GLASS 4EXTERIOR 767E GLASS TYPE 12 -�{ 71W NOM. I+- 7/16'A/ASG I { 114' AIR SPACE 3116' A GLASS EXTERIOR 16R --�{ 7!B• NOM I�- 5116'AIAPVg-, I I 318' AIR SP 3118° T G a DG GLASS TYPE 8 -�{ 7Ar NOM 7/16'AIA SG 5116' AIR SPACE- 1/8' A GLASS aEXTERIOR mA GLASS TYPE 13 NOM 7116'AIASG 1/4' AIR SPACE 3/16' T GLASS aEXTERIOR mTe GLASS TYPE 16 aa J�1SF •..G * i No. S8705 .*227. =7D 1�• C ,o7o TECHNOLOGY DRIVE ST OF '6�_ N.VENICE,FL3Q75 5116' HIH SG — 7/16' AIR SPACE — 1/8' A GLASS- aEXTERIOR 7/16' AIA SG 5116, AIR SPA G DETAILS HUNG WINDOW <r' EXTERIOR NTS 1 5 OF 13 718• NOM 7B .NoM. r yi,q,61h Ue FLTnda oD t7 D.o .&F-fan omm L9 J ROSOWSKI - LM 05/15/15 TABLE 4: 04.TTp1e D•.qn P]vaaun,EMt 0.4f �e N•WA Itrltl Ywl RI FUMneebaeM.tr.] SEE TABLE 9, SHEET FOR ANCHOR GROUP AND QUANRTY Su SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5.6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TOALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE RUM SASH HEIGHT IS AS PER THE FIGURE 3) FOR SIBS NOT SHOWN, ROUND UPTO THE NEXT AVAILABLE YAM H OR HEIGHT DIMENSION SHOWN 04 THE TABLE. Duw aTrpe "' A eominEM DsMb�bps, lewem,w„ Sm1Ei)N Design Plmm•,Weae° EQYW � tD.Mltmye +Isn-me10 •ede -R.e b58 ID FpeWv 11.56)•llem be -Re beD -r0➢ 6mE�e Pmiw 11 nr•I1dII •eSe - 0 beA i60 si.maem+oe Ablr-aaro use-asm beA .es -PLO o b30 .dlD -mo n,Sre ElWA nSIT-aDn be -PLO bSD -Tee 6wWOPwlss 145+)-ndte •el RD b50 -TDe a)aw nm.udro .eeo -xio nso -Ro TdN 98l-flell bee -Re b10 -RD a61]•930) 50' •10.e b5a -PLO 618WeTM4 a5n•mam •eA -PLO b5D •Re 11 ESYem asn.adv bsD -mo .esD ommePmew nan-ua+e •e:o -RD bsn -Ro tulr-nSm �Y -RD beD AD ! 1 Idm -PLO -- fl.+y-EM1 M bee -Re— — 0 eliWeOnq, a5n•efde2 -RD bSe �e a511•xibm •e�SU tll eve G+W. Re OSD D.m,a1. uS+T- sn•na+e .asD ano •mo ano we..sn. usn-vam •esD •Ro •mo aa➢ € a>onwl a]m-ndm �D -mD .esD aAD Ta10 ds.wmDa.w asn-esu] HT— .RD �Y 460 � asn.aam -ma bs➢ mo d4et3 o E� bee - b99 �D 6tnmverbb. Cwmmdn Hl,T•aem -m3� beD •ee0 -PLO -PLO bfD bsD ]ne Duvnsoe nsn-usm .es •xio .ao Z. sb.,.l mm-msro •eso -rno bsa me TYn •IIAR bS se.4.emio ewT•asm wso .Ro Ewer R51T•MI. •eSD -Ra b50 S40 swmavow+ asn-usm .eao aao .ca -mo m mmsa• n•asm •eso -Ro •ma -mo o.tw.eo-. n-us,e .aso ano bm mmmsa. Isn•nsm beD .Rn •e DemmSW 1e81T•14em bee -D •@D dl3 Bi°twt 1TeM.leDm •fli .X0 be.0 MS TehL ffie11-ItAY bee -Re •We -R Oebnem ffi51T•ffiDm be0 •1DD bfD 400 EwWb SS.fl1-eAsm bSe -RD •m0 -Re 76 Daem Bt. e:sn•eabm MAD •RD 6fwae Rt•Iw 8b1]-T]bm b60 -RD •e5➢ D4A aTan•mav bu an➢ •cae s ume•mam .eLD -mo bso m Ea.:e. men-nbu .es.o -xio •eu mo M Inneta 3yen.Yem bA 0 be0 AS evOil PSLv Illte-Slbm be0 -Re bS0 4D6 r�awl o •n.o ms DeAgn Prtesum,Ib5e p441aw1 A F>o/.itln�tl ush..a ANCHOR GROUP AND QUANTITY. llll!!!� SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) ^ MIN. SASH HEIGHT =WIN W"I 7 59.135 ^p •; 6 •.•�s•—�stJ/'�T:-' 1070 TECHNOLOGY DRIVE OF [(�: N.VEMCE,FL30"& ";6'ONAL"IIIIIIISENl� _- -- o°m]r'c Au.RXWV`� I PRESSURE TABLES III I J ROSOWSKI HUNG WINDOW INSTALLATIOe —LM 05/15h5 i500 1 NTS 6 OF 13 M H5500-01 B .�,;;. i D,.ma�n llw=Vc= IT- smxl:sa If•mx au Dn�Plaeaiae.MiAD e�nssmn lu H Ra E➢.+r+• +tn] •mnlAw •m,al,— •wol -ma .no emme aa.v tun-+Pmo .mo •lmn .mo -uoD •mo .uao ,RO -110.0 a sumo. Hsn-usu •ro➢ a1m •mo -t1m •mo -n4a .ma mo sme,alna.e. Hsn-Hex •mD -1mA .mo .non •m .uao •ma -lton Ean-E� •mn -1»D •Ra -tip0 •m0 -1m0 •m embaGAnaP ]4n60-nab •RO -1»D •Ro -11¢0 rmD -Imo •Ro -1»0 nsm cv.+a. non -moor .mD .++m +m.a -nDa •To.o -uoo .mo -+mo ea�u.a RaM +un-n.am .m➢ -non •mo -na➢ nao -nao •mo -+mo 9a1m1 1Llrr•Heb •wA 4— •W➢ -n0.0 •m0 -mT.O •la0 -1mA T rmA •w0 -0flo •RO .n0 fa0 GmnLau A.e)-J1.a11 Sl)-II.Sn •RD Il DD •ron - a0 .n..1100 ,rao s4reaefxey. 313n-me+a •AA 4 q0.0 -1140 •Rn d1n0 •mn + D 4.6 M F4vtF. m511-note •r0A 41" -11nD •m➢ -Inn •RD •m0 -11n➢ emeaf]w.. n.elr-ms» •wn amn .m.o nao Tm 4 -n—ao •ma .nna mamma Hsn-Hate n -vo➢ •ma .no.D .m➢ .tmo .rao -nao ft>n-HS18 •m¢ .110.n •mo .nao •RD -10TA •rao .1m0 Th+ JLa9-Sall •ron -1+a0 •m0 �0 • 0 .m0 •Ro AOA at».bo Over RafT-]1.]R •m➢ -1»➢ •RD -+m0 RD -+fa0 •wa -tm0 Eptl40 RSn-aab •wA -na0 -tlao .m0 •1m0 •m0 .tta0 o meaeos.. Han-Rse .mo -non — •ro➢ man .mo -nao .mo Hna Hsn-n.am +Ino -nao .Ro 1m .Tao -nm •Tm n»o mdO,Srn 1»i. Ham HOa 4— •m.D .. — .— •RO -INo i+.'9r-25m •rao 1»A .-1— •Tao .— •RO -t y ip Tia+ siaiW meP mmB.9.eB Ren->1AI •Ro .ma -fwA .+la➢ •RO .rao in0 .non ,m➢ .w➢ fao •RO .RA Han-aa+e •mo •�o .nao •mo 4— +no �D � aatT•as+s .� - 1 n -110.0 .Tao -t 1m ma AID slrmmwo�n• Han-msm nlon .mo mno-nnD .m n 422 +Ona3a HHi-il.el0 ,mA -+nn •m.0 n+4o •m0 -nao •m0 4- Oamm6ue nati-Ha10 •wA -n0➢ •RO ffao •Rn Al¢➢ •RO -1f¢D lt9!-RSm •mD -110D •mo -Itnn •Rn -11no +w➢ -tta0 Tlet r..1.ON • t»D •Tao -11n0 •wo -11n0 s�Da.em+o. a+av-asm .mn .noA •mo .nao eno -nao •mo •t»o EOD1N• xnsn-msu ,Ro -1»n .rao -nao .mo -11m .mo -nao swanrmr. Hsn-mee •wo alm .mo .aon •mn -nao .mo •+»o m mm+sn. msli-IIam •mn -tmA •Too -vno .mo -noD +mo -1mo m»➢ana Hsn-msm .Tao -uoD •mA -lmo .mo .uao ,mA alao mm..sa. Hav•nsm •roa • •RD -1m0 •roA -1mo oD»n�a nmT•usm •mn 4— -fmo ..0 4-1-1-1-1— -imo n.m.-Hme •mo 41m .mA .u¢o •mo .tmo •mo amD Tbt son-nAu •roA -1»A •mo .um •raD .nao •mD -nao maaOEYe W.F.— -0 •Ro ➢ S+aeaePrar. Jle a•mam •m➢ -1loA •rao -1 nn —1-nao 41. •RD 4 •1+a0 Due T•M1u -� R.w .m.o -nao .mo -t1nD •mA m®®maomo mmmmmm mgmm m�mmmlS�T'I�mmmmQimmmm 1'1 mm mmm63]mmm�mlMCMmmmMm I MIMMIMIMIMCMIMMEMMIM �m�m�ml�" =cmm=m=mmmm= grnFzmm=ffmmm =ammemmamcmemcmcm mml ffpm="®" Imml FkD�• m�i" m�m�m�m�m���m� O�mcmmmmcmmEMmEMmKMmEMm�, 0r.rfwm 51—r-."=MF"N'7,71CMMMCM%MCMEMCMMMCMEMCMMMu,*nuwnEME CMMMc•ngmmEMCMMMCMEMCMmEMEMEMcn M., ��mmCMMMmmEMmmlEMCM==Miu=ms L9usD MI. MMMMEM= mmmcmEMmISMKMEMMIEMmKMEMEMmlSi gmrmmncmmm==mlKMEM®" mmmmmmm3mm m�m�mmlcmsmmmmmammmmm' mr,r=i lmmmmcmcmEmamm=KMIMCMEMMIMM39M � mIaMmEMmIMmMMmIMMm10mIM ' ���m��mm�mmmmmmmmm 4��KMmmEMCmmmmmmmmmmcmm W.1=7!=CMMMKM6EUMEIEMCmmmismcMm9mommS:f1cmm 0�m�m�m��mm�m��mmm �m�m�m���9M�mM)mMMmm �cm TE'Q!" lsmmmmmm®m®���®� mm�®mmm® 39mmm®®m �mmmmmm m SEE TABLE il,SHEET 10 FOR ANCHOR GRAIIAND auANlflr, rs �rxc+i ancci iv •• MIN. SASH HEIGHT=WINDOW BUCK HEIGHT -50.136 •' MIN. SASH HEIGHT cW NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN• ROUND UPTO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Na 58705 frZ 1070 TECHNOLOGY DRIVE 0 y.0 (:-�U/` N. YENICE FL 34M (B4t)4Wl600 ___._ A HEADER SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN SILL IN FIGURES ABOVE APPLY JL TOALLCONFIGURATK)NS) GLASS TYPES B THROUGH 16 MAY NOT SE USED WITH JtJUWNELORINTEGRAL FIN FRAMES SASH HEIGHT DESIGN PRESSURE TABLES III I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 7 OF 13 .7 F Fr �cd 3-101 FAST ,.455 1A8r ,AS.7• L4� HEAD J/ AMB MY JCHANNEL FEE r $O HEADIJAI.® ,• r O HEADfJNAO O HEADIJAMBGE MAME EQUAL LEG FAFA£ i T 3.483, -- 3A53' 2A46' 1 1 .625• OFLANGE T- S FRAME SILL 187Y � �1E41'� .065' o o'' I 'D&S 1 �af I 974• I � 1 11IL IIII� �\�..7� .35s --ry 1737' I+- � ,•� Imo- �• � 6ASH Stt,P� 1d MEEDMGRAIL ,S SASHRAIL 77 BALANCO � 70 SUiEWCAVFJt o� .trr .754• .037 4 f I .rya• ODED BEADING OO SCREEN FRAME 97 SCREEN FRAME - 3ASY T 3.48r Orl, L441' OFIN FRAME EQUAL LEG SILL S FRAME SILL a,s 1 14 I lee D7o J31a' OLIGRSASH REINFORCEMENT 1 Ij OR SASH INFORCEMEN"r -ow —,}�_ 1 ,—t—r i ,� � I� �B 1.041- 1 L ,30 Iml OSTANDARD Yr MEETNO RAIL MEEIING RAIL REINFORCEMM INFDRCEMFNT stly .4r,. LsB� .ur .asv 19 I INTERLOCK O ITRAILFrRAILuKrER,OCK COVER 21 BNTERLOCJ( BEVELEID O URERLOCK COVER 7`77,111 Ill fl �` 1 VCEH$F �. NO.58705 AIC OF 7 f(f� 1WBlECHNOLOGY ORIVE �I N. VENILE, FL3196 oho,;,: •G���: (es7�4eo-,soo nnn777, �,��iw MUERPA N EXTRUSIONS I J ROSOWSKI HUNG WINDOW INSTALLATIO R-LM 05/15/15 sank I500 NTS 1 11 OF 13 M H5500-01 B f no Bill of Material _- Bill of Material. =L N Pad Description pP4201B2LJR Descrlpion Mate" 620 O7 Single wg Frame ea Auto Mechanism Steel 2 620102 Single Hung Fmme Head a Jambs - Flange 46a9 Sweep Lock Cast anc 3 620103 Birds !Mg Frame Head a Jambs - Fin 476 Auto Lock Cofer Assembly Cast Zw 4 6201D4 Shgio Hug Flame tteatl 8 Jambs -Equal LeglBm46PTX PeM k6 x 1-118' Ph. FH SOS (Auto end Sweep Lock Screw) SS 5 620105 SWDH Frame S01-JChamrel 4910 Auto and Sweep Lock Keeper Cast Zino 8 62010E SWDH Frame SW -Flange 50PA f78 x 314' PH. PH SDS (Keeper Screw) Ss 7 620107 SWDH From S01-Fin 51LIR Beleled Tilt Latch Comer Key PVC 8 62010B SHrDH Forme S01- Equal LegrBcX 52 L1R Pull RaOTlt Latch Comer Key PVC 14 620131 Fused Meeting Rai PVC 53FL 08 x 314' Ph. FH SOS (Comer Key Screw) SS is 620129 Sash Rall (Sides, Top a Bottom) PVC 54 420183 ITilt Latch PVC 17 620134 Balance Corer PVC 55 420184 Till Latch Retainer PVC 18 6=33 Sash SlopiScrew Corer WC 5E 720207 1'TUt Larch Sprig - a5 19 6MI56 Pull Rao Intedock 005 ST5 AI 57 42DI86 Plastic Tit Latch Finger PLAT PVC 20 62DI44 Pull Rail lidedwk Corer PVC 58 720192 Metal Tilt Latch Finger Pull Cast 21nc 21 E20757 Buieled Interlock 6DO5 75 Al 59 42DISD Pi.A Bar Comer Key PVC 22 620145 Bereled Interlock Cow Interlock WC 60 72M Friel Bar SS 23 62DI60 Light Sesh Retrdvicemem 600 TS At 63 720191 Seen Pull HM40 Cast 2llc 251 620152 IND Sash Reinforcement At 64 720194 seen PLOHandle With Latch Assembly Cast Zmc 26 620153 Standard Meeting Rail Relict rcemenl 65 7834FPT N8 x 3W Ph FH SDS (Pull Handle Screw) SS27 620154 HD Mating Rail Rdnbreemerd 66 420188 Bottom Latch Strike Plata Cast2)0030 61644 Weathensmp, .isr x.2nr Fin Pile 67 77a5BB 68 x 5B' Ph FH SMS take Plate Screw SS 31 6Q300 Weatherstrip, .199'x.300' Foam Bulb nT5pAJ 72 72D135 Lams La Bead WC 3261719 Weatlremmp,.187"x 220' PdyPile 74 BackbetldingGE TTOO or Dow 791 Sulcone33 61825 Weatlremtrlp Plug, 2210' Firseal 75 71646N Setting Block pre' x 1' x 11S B5 -1- 5 duo. EPDM 7aX1MTR d8z 1'Ph. PHSDS (trntetoek MowUrg Screw)BO 81012 EztnMed Screen Frame Alum 30 7B)07)1PX XBx 3Ph. PH SMS (Meetig Rail Screw) 61 61011 Roll-Fomled Screen Frame Alan 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGL821 Screen Comer Key for Extruled Frame X4 PVC 38 720210 Weep Fbla Corer PVC 83 47042 Scen Come Key with PuU Ring X2 re PVC 40 720)0000( Constant Force Balance 84 4T041 Screen Comer Key wftndu Pull Ring X2 PVC 41 g8 x 3'4' Ph FH aM5 (Con. Farce Balance Screw) SS BS 7CASPM Tension Sprig SS 42 Splal Betarnce 86 61816C48 Screen Clod Fiberglass 43 720205 Spiel Balance shoe Nylon 87 61635161614 .140' Screen Spline (MachlnefHand Rolled) Vinyl Part Descllptlon Material 76 Kommeding 4SG TPS Spacer System 77 Quanax Super Spacer nXl' with Hot Melt Butyl See this Street M 78 Quanex Du aseal Spacer Materials 79 Cardinal xi Edge Spacer NOTES: 1) PVC By ENERGI WINDOW AND DOOR PROFILES, LTD-TOBE LABELED FORAAMA EXTRUDER CODE. 2) ITEMS d 9-13.15, 24, 28, 29.34, 39, B1, 62, 66.71, a73 ARE NOT USED AND ARE NOTPART OF THIS APPROVAL * No. 58705 SILICONE HOT -MELT HU' STRUCTURAL STRUCTURAL SILICONE 3HS'N( POLYISOBUT STRUCTURAL 1/4' NOM WrTH DESICCANT WITH DESICCANT EXT. GLASS OCT. GLASS i INT. GLASS INT. GLASS KODISPACE SUPE 4SG TPS SPAC R®NXT' —1.rUK--. PO JE DESICCANT FILL AREA BUIyL5H6'NOW 5116'NOM. SBUTYLB SILICONE SEAL DESICCANT ROLL-FOFOAM STAINLESSEXT.GLASS — GLAS INT. GLASS MT. GLASS DURASEAL0 Tw OSPACER �SPACER f I j-� or � 1mOTECHHOLOOyDRPJE �rtA` rL VErecE,FL34275 INot wDMOM rm.�mr curer wiihe. rwd. MATERIAL (BOM) li J ROSOWSKI wr. HUNG WINDOW INSTALLATION,", - LM 05/15/15 600 NTS 2112 OF 13 MQSH5500-01 9 LI OPT. PULLRAIL INTERLOCK& COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS OPT, SWEEP LOCK OPT. AUTO LOCK OPT. PULLHANDLE WITH LATCH PULL ASSEMBLY DETAILS MITERED M41M WITH ,RED AND EXTERIOR SASH INTE ` 3T ASSEMBLY FRAME WELDS DETAILS EXTERIOR 38 59 5 = - -�-` .% =gA j1 a I the FlanAa Bows . Acclp FRAME ASSEMBLY DETAILS � _ * Na 58705 o.um er. —� '?;Z� nroTECHNDLoprowvE EXPLODED ASSEMBLY J ROSOWSKI NOTES: IEXTERIOR `-. ,O/�/�N. VENICE, R34275 0' �'� (941}48111600 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARRY. �G���cwq—OID1 SINGLE HUNG WINDOW INSTALLATIO -LM 05/15/15 2) JLHANNEL FRAME SHOWN. PARTS# I& 5. OTHER FRAMETYPES APPLY.I���5- Ay,3) FOR REINFORCEMENT TYPES.SEE OETAiL50N SHEET5687. 1`NLR®1181�IVE� 4) USE EITHER SASMTOP LOCKS OR SASH BOTTOM LOCKS. 0.LYNN lJILLeR, P,E SH-5500 NTS 13OF13 M� SH5500-01 B —Sill. CERT.OFAUTH. R2929B i ;C