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�r w " = SCANNED M1;4.MIDADE " BY MLANII-DADE COUNTY M St. Lucie CountyPRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) M�v.miamidade.eov/ecoaomv PGT Industries Inc. 1070 Technology Drive, I EE 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 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 immediffeFy revoke, -mood ify, or suspend the use of such product or material within their jurisdiction. REP, 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: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements -Non-Impact APPROVAL DOCUMENT: Drawing No.757 Rev 0, titled "Alum Sliding Glass Doors -Non -Impact'', sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E-, bearing the Miarni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIBSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are requited, Limitations: 1. Use of Table 1, requires No reinforcements per sheet 6. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Max 3/4" nominal air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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. Z ERAHNATION 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 ## 15-0609.10 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-0420.05 - - MIAM1M COUNTY Expiration Date: May 22, 2018 C o- �. - Approval Date: September 07, 2017 4 n1� Page I PGT industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRARTNGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N, titled "Alum Sliding Glass Doors-Non-ImpacV, sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under files # 12-0726.03 /#11-1018.11 / # 08-0213.03) 1. Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test; per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411 2.1(b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum -Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC-214 (5'b Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`s edition) and letter of no financial interest, prepared by PGT, dated 05/29115, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTBER r _ 1. This NOA revises NOA # 12-0726.03, expiring May 22. 2018. 2. Previous NOA associated files: 08-0213-.03, # 07-0309:09 and-#04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCC`. lshaq I. Chanda, P.E. Product Control Examiner NO,& No. 17-0420.05 Expiration Date: May 22, 2018 Approval Date: September 07, 2017 E- 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted C. DRAWINGS 1. Drawing No.757 Rev. O, titled `Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. D. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/14/17, complying with FBC-217 (6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E,- 2. Glazing complies with ASTM-F, 13 00-02, -04 &-09. F. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). G. MIATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition) & FBC 2017(6ei Edition) and letter of no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This 1NTOA revises NOA # 15-0609.10, expiring May 22, 2018. Ishsq L Chanda, P.E. _ Product Control Examiner NOA No. 17-0420.05 Expiration Date: May 22, 2018 Approval Date: September 07, 2017 E-2 SERIES 2500, NON -IMPACT RESISTANT SLIDING GLASS DOOR 1. GLAZING OPTIONS: B. 3/16"TEMPERED GLASS. TEST REPORTS PTL-3116, FTL3117, FTLA277 AND FTL-5095. C. 1/4" TEMPERED GLASS, TEST REPORT FTL-3102. D.5/8' INSULATED GLASS (I.G.); (2) LITES OF 3/16' TEMPERED GLASS WITH A 1/4' AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL4341. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DAOE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 14.16. 5. MIAMPOADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAO SEAM SEALER. 7.. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-0275, FTL4277, FTL4218. FTL4280, FTL-4285, FTL-4341 AND 5095. >ELCO ULTRACON AND CRETEFLEX NONE >ANSIIAF&PA NOS FOR WOOD CONSTRUCTION >ALUMINUM DESIGN MANUAL B-THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE REQUIREMENTS CANE ZONEHVHZ).. 9. GLAZING VINYL SPECIFICATIONS (ITEMS 36, 37. & 131): A. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. B. HARDNESS: 70 SHORE C. SPECIFIC GRAVITY: 1.43 D. TENSILE STRENGTH: 1450 PSI if E, ULTIMATE ELONGATION: 380% F. MODULUS Q 100 % ELONGATION: 590 PSI G. TEAR STRENGTH: 210 LB/IN 10. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIRE- MENTS PER CURRENT FLORIDA BUILDING 39 36 CODE AND TO BE REVIEWED BY THE 3116" AUTHORITY HAVING JURISDICTION. TEMPERED T GLASS GLAZING DETAILS ............ 1 DESIGN PRESSURES....... 2 CONFIGURATIONS........... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 MORIZ. SECTIONS............ 8-e 'X' &'0' CLIP INSTALL.... 9 PARTS LIST ....................... 10 FXTRI Isms- ................. 11-13 3/8' GLASS BITE Mln. Anchor Anchors s YP m Frame Subsh.te MR.Ed9e Distance MIn.O.C, Olsten.. Embedment or Group Member Metal Thickness Hea /SIII - Cancrole min. 2.05 ks 1.314" L667" P-hook Concrete (min. 2.85 ksQ i-1/4" 4" 1.318" 1 1/4" ISo UIIraOorLQ �arnb �IlOti¢Gtr>Ck�(A9TMI@90 :29/2'1r� ih5 mm ' ea /SIII 2-7/2' .687" L 4 P-hoop Gonmele (min. 3.35 ksl 1-1/4' 3" 1-3/4" 1/4" 410 SS Elco Jamb Hollow BIcOk (AS1M Q90) 2-1/2" 1 594" 1-0/4" Head I SIII 1" 1.687' 1-3/8' 2 CreleFlex® Gorilla, Pine (SO - 0.55) P-hook 1" 1" 1.3/8" 1' 1.594" Jamb 012 Steel SMS Sill Southern Pine (SG = 0.55) / 3 (Gr. 5) 1113-TS Aluminum Jambt 1 1 1594" 1) ALL ANCHOR HEAD TYPES Me MFuwem. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. Meledal Min. Fy Sleel Screw 92 RAI 155 ksl410SSEI.O g CreteFIE.0 1274106063-T5 Aluminum 76ksl 3116" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS GLASS TYPE B GLASS TYPE C Seur ePN,rrl. mom NOM. SIT I.G. - 1/4" AIR SPACE 3/16' TEMPERED GLASS 130 BITE SI pEBIGDI PREBBURE RATING IMPACT RATING SEE TABLES 1, 28.0N NOT RATED FOR MISSILE 611eET 2 IMPACT REBIBTANCE CODES STANDARDS USED: s]017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E130"M .ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, AUM-2016 -NISI SICB-12 -RISC 360-00 MDRUCrR6YISCII TEMPERED -.'I "I NBfl I 3/B' GLASS BITE uuuu� ..-",� tab I'll .AVOW LYNN4,�. 5/8" I.G. GLASS GLASS TYPE D = 1L7 � DETAILS & MAP %O6`y;•.ProR1Gn..'G� ''iS��NFlL ASS DOOR, NON -IMPACT A. LYNNMILLER, PE, p.En 6e705 1 ib 767 "O >EXTENDEO-SILL, 2112" HIGH >SINGLE/SINGLE INTERLOCK >NO REINFORCEMENT (SEE SECTIONS ON SHEET 6) GLASS TYPES: B. FTL-3117 B F1LA277; 3/1G' OR 1/4' TEMPERED D. FTLA280 8 FTL-42B5; 51W "TEMPERED I.G. (3/16"T, 1/4" 7NOM. m rOVER-ALL DOOR HEIGHT PANEL g eo" (6°) I Ba" (7°) 90" (7°) wrnTH m 24" 30" 42" 48" +45.7 45.7 1 +41.7 41.7 +52.2 -52.2 +47.7 47.7 +42.0 -42.0 38.2 -38.2 >EXTENDED SILL, 21/2" HIGH INTERIOR >SINGLE/DOUBLE INTERLOCK (OUTSIDE) >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 9) GLASS TYPES; C. FTL-3102; 114" TEMPERED E, 3/16"T) EXTERIOR D. FTL4273 6 FTL-4275; 518" TEMPERED I.G. (31iWT, 1/1 NOM. OVER-ALL DOOR HEIGH' SINGLEISINGLE m PANEL g ea" (6°) 64" (7°) 90" (76) o 96" (B) INTERLOCK NO WIDTH O D.D -50.0 " C +65.0 427.1 +65.0 420.0 +65.0 -711 2M1(2°) D --135.0 0..0 +65..0 -121 8.6REINFORCEMENT R C +. 650 063 . +650 00.2 +65,0 9, 9.B 49.8 g.9 -5g.9 D 115 +650 ... 1085 +650 9130 3.1 43.1 "°C 36(3 -D+6 +05.0 -92.9 +65.0 -87.3 +05.0 -6L 49.2 5.09.2 .6+65.0 -94.5 +OG.O 0E 8.4 C 466 +50 +65.0 71 .38.4 42"(36) 3.9 43.9 +65 +65.0 -84.9 +65.0 -77 C 1 +60.0 -60.0 1 +69.0 -69.0 +00.0 -6( t n _95 nII COMPARATIVE ANALYSIS: TABLE 2. >EXTENDED SILL, 2112" HIGH >SINGLE/SINGLE INTERLOCK ' >FULL REINFORCEMENT ISEE SECTIONS ON SHEET 7) GLASS TYPES: B. FTL-3116; 3116" OR 114" TEMPERED D. FTL.4341; SIB"TEMPERED I.G. (3/167,IM"SPACE,3/161) NOM. m OVER-ALL DOOR HEIGHT PANEL S BO" 84" (7°) 90" (/6) 9s° (6°) WIDTH 7 (8°) 24" (2°) B,D +85.0 7105.9 +85.0 -100.0 +65.0 -92.3 +85.0 $5.7 39"(20) 8,D +65.0 -88.6 +65,0 -03.5 +65.0 -78.8 +65.0 -71.1 36' (30) S,D +65.0 -77.4 +65.0 -72.7 +65.0 4i6.7 +615 -61.5 S,D +65.0 -65.3 +65.0 -65.3 +59.6 .59.6 +54.9 -54.9 4B' (4°) S,D +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 INTERIOR q6 / 45 EXTERIOR SINGLEIDOUBLE 96" (8°) 102.01INTERLOCK ... REINFORCED INTERIOR 46 46 SEE NOTES 1 8 2 POS. SILL DESIGN EXTERIOR HEIGHT (IN.) PRESS. (PSF) rBOn9(rnm5m SINGLE/SINGLE 21/2" +35.0 ^�'wrrrl^0 vIN rrye nnee r•nml"ncw� n,ovrc^p. No mi -oy2O INTERLOCK REINFORCED 4" 731INTERIOR +35.3 NOT wp,.•x. om _+I g p, (L6`-`I•\�"•�i- NOTES: SILI- RATED 1)1i99`i copes 1, POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THC1 2 1/2° HIGH i SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3M SILL. SE NEGATIVE PRESSURES ARE UNCHANGED 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH PRESSURE * ; N.. 58705 _ _ CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. �'}1 '., GTA (01�';'EVJ 0 EV 'm81ECMALOOYORhE N.IErncEsa+ns °�ESIGN PRESSURES, NO REINFORCEMENT' D :•�,EOR101`.� \� '� ASS/ONAL E�Gs ` EmOaowfioo ALUM. SLIDING GLASS DOOR, NON -IMPACT 0111 n u u n11 cenr oF4vm.rsmoe v A LYNN MILLER P.E. 9GOlG°° 107$ 1 2 "' 16 1 757 O P.E Y 68,06 CODE PANELTYPES CONFIGURATION NOTES: CODE PANELTYPES 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINAL FIXED L.H. WIDTH PANEL TYPES IS 441/8": R.H. LOCKSTILE R LOCKSTILE 1� INTERLOCK INTERLOCK( 2. MAX. DLO HEIGHT=91 3l4' rE3 R.H. R.H. INTERLOCK S FIXED LOCKSTILE STANDARD ASTRAGAL 3. DOOR CONFIGURATIONS INCLUDE DV -PASS, POCKET AND ANY THEREOF ILIMITED TO EIGHT PANELS AND INTERLOCK COMBINATION SEVEN TRAGIC FRAMES) FRAMES OVER 3-TRACKS ARE MADE FIXED UP THE APPROVED COMPONENTS SHOWN ON R.H. INTERLOCK REVERSE ASTRAGAL T REVERSE ASTRAGAL LOCKSTILE HIS N SHEETS 12 AND 13 Of THIS NOA. E EXAMPLE MAXIMUM CONFIGURATIONS: A! EIGHT PAN ELS ON FOUR TRACKS (CENTER MEET) D LOCKSTILE L_I R.l 1. INTERLOCK U REVERSE ASTRAGAL LOCKSTILE B.'FIVE PANE LS ON FIVE TRACKS (BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL L.H. R.H. V FIXED OCKSTILE FIXED OCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. E INTERLOCK( INTERLOCK( F L.H ^ I�—�LI L.H. INTERLOCK W DOUBLE INTERLOCK STANDARD ASTRAGAL INTERLOCK .n DOUBLE Y FIXED ==ElINTERLOCK DOUBLE V LOCKSTILE INTERLOCK LOCKSTILE R.H. LOCKSTILE LOCKSTILE Fi INTERLOCK( INTERLOCK DOUBLE ICI—I�� DOUBLE NGR DOUBLE INTERLOCKS FIXED LOCKSTILE INTERLOCK( CC �� INTERLOCK STANDARD DOUBLE LOCKSTILE J LOCKSTILE INTERLOCK �j—�� LOCKSTILE LR REVERSE ASTRAGAL R.H. INTERLOCK K INTERLOCK C� 1j��I WR STANDARD DOUBLE INTERLOCK( fNouUCf nnv1910U ^•<.mvlpnx Adis lee fl^dan L.H. STANDARD L INTERLOCK ASTRAGAL ASTRAGALe.ar¢Cea< G.laMivw pay«2�1 `6 DOUBLE�F�j nR.H. p I11 `J M LOCKSTILE �� L.H. INTERLOCK DS INTERLOCK—� C INTERLOCK rtt'ttvr lk u«t .'mttm SD L.H. INTERLOCK DOUBLE INTERLOCK IV �`1�' if LYIVF Fp ' N STANDARD ASTRAGAL INTERLOCK INTERLOCK rt: No. 58T05 _ r *- FIXED /��l P INTERLOCK ;�}�'. j-'' %~,Ju .1 oInunta -6 S=swINTS I J • 10�757. 70 1 P. I 2/2 i 212 L i l L- LJ 216 (5-TMCI(HEAD &SILL SHOWN) 271 214 P/6 (S-TRACK HEAD SHOWN) 21l 74 215 217 215 117 I EXAMPLE MULTI -PART EXTERIOR FRAME EXAMPLE MULTI -PART INTERIOR FRAME 71 71 71 76 IN,U�i;l p I I"n`� s� II II - 76 TB I J EXT, INT. EXT. INT. EXT. INT. 94114" MAX. MAX. DLO HEIGHT ALL ALL CONFIG. NOTE: ITEM 74. CONFIG. INTERIOR SILL IS NOT APPROVED WHERE WATER 77 INFILTRATION IS EXTE OR 70 EXTERIOR REQUIRED. 77 n ODUCPPEWFW ® ® piYtnp vU��tr flaM� O 77 AI�nt NvJ�Ur Q e 2112' 8 O e r�WMm Um«�2�18 1314" 74 NOTE: MAX. DP Wl1 314" 72 VERTICAL SECT. 7z VERTICAL SECT. _ * ; No. 50705 SILL=+36.3PSF VERTICAL SECT. .y., EXTENDED SILL INTERIOR SILLWA STANDARD SILL �.: �= 1W0TErJMOLOOYORNE ' F '•�,�ORID�:'G\�� ` NVEHrer:ns+z7s VERTICAL SECTIONS '�, SSZONAL ry+11+B0.16W CEMT. CFAUM T096 ALUM. SLIDING GLASS DOOR, NON -IMPACT �WMS_lR\f Jfl 0~7 O W CHANGES 7MIS SHEEr a raf5w LTVEW 587 F. P.E. G SGOT6W 171 ✓ 16 7J7 O P.E058]05 Y lMv Auma FK OANN➢d I� AJ. NVUe SECT. D-D -� SECT. E-E � SECT. A -A ` — — INTERIOR o 1 (ALL SECTIONS) ----a\ - EXTERIOR SECT. B-BSECT.0 SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) d 24 OR 8 X OR 8 SECT. A -A MOVABLE INTERLOCK AT P-HOOK B X Gf��il e s- O SECT. B-B MOVABLE SINGLE/SINGLE INTERLOCK 776 AND 77 6 ORS O O AIR SPACER, TYP. ALL SECTIONS X SECT. D-D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK ID70 TECIINOLOO9Y11ORM]5 N VEN,CE, i1 [s7711sarsou C£NI.O Mnl.. i1M290 OR 8 XORO SECT. C-C LOCKSTILE AT ASTRAGAL 1 OR 101 X OIR O N_ I II II I USED ONLY WITH FIXED PANEL, O 9 RE"sen an le. DM1n * M. 50705: SECT. E-E _ LOCKSTILE AT JAMB HORIZONTAL SECTIOPIS, TABLE 1- OPS T� ''•`SoRlol^. ��' NAL ENG. ALUM. SLIDING GLASS DOOR, NON -IMPACT .'w O\ w A. LYNN MILLER. P.E. _ SG0Z00 1� 6 ' 16 757 0 P.E.P 587DS SECT. A -A SECT. R-R -� SECT. E-E Q INTERIOR c 1 (ALL SECTIONS) ---- - t+ -- - -- -- - _ —..- — t O 0— —a-- EXTERIOR SECT. F-F SECT. G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) BB 46 24 OR 127 x U OR 8 SECT. A -A MOVABLE INTERLOCK AT P-HOOK OR 8 m X EI[D'- X OR O I a I 166 OR SECT. G-G SECT. F-F LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK 76 wx 6OR 106 X OR OG O OR 101 O O O O OAIR SPACER. TYP. ALL SECTIONS USED ONLY EL, 0 FI%ED PANEL, 0 1 SECT. H-H SECT. E-E FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB Ioro7ECNNOLacronnE °'�`" SECTIONS, TFlBLE2-C M L�E7u�cEaxz+S HORIZONTAL (enl eeo-+evo GLASS DOOR, NON-1 cver. crnvn+. rzezve ALUM. SLIDING v..y,. �7 0 NO CHANGES MIS SHEET. mcrte n iMg6m¢4 �4� ES 112 - 16 767 Aa .J.E OLDbOB NLnpIP9nEs!/M1£P =111 X T.ODUC0REWSM onMrive unD 0. n. u NO.58705 p0 �'s`7S7�ONAL IENG� A. LYNN MILLER. RE P.EA 58705 r—, L j SECT. A SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 69 24 OR /21 6 OR f06 4B 46 II��I 7 OR S 46 j X / XORO \ X 6 OR 186 � SECT. A -A MOVABLE INTERLOCK IS OR 134 AT P-HOOK SECT. 1-1 MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 77 106 OR 6 46 O O 0 IN 34 OR IS SECT. J-J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK 10]OlECNNOLGOV GRNf K VENICE i13<T15 ga0.00-16m CERT. GFAVIKO T NO CHANGES MIS SNEET. �,._._..-_.. SECT. G-G LOCKSTILE AT ASTRAGAL OR XORO 1011 USED ONLY W ITH FIXED PANEL, O 73 78 SECT. E-E LOCKSTILE AT JAMB HORIZONTAL SECTIONS, TABLE 3 - L YJ1 ALUM. SLIDING GLASS DOOR, NON-1 SGGT600 112 8 .16 p 757 4 INTERIOR (ALL SECTIONS) 1 1�7 EXTERIOR 1 IICVISEO 1 wllY IM RnNA No. 58705 .P s1 ALIti,I�` A. LVNN MILLER P E. RES 6870 (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB C�) OPERABLE PANELS c T. OFAO MOVE (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THEE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD Ij`IIII�`p�llla� INSTALL Wf OlOxl"SMS(4) 76 RE -INSTALL g10x 3/4" PANEL SCREWS (2) 76 03 1/4" 77 INSTALL W7 32. INSTALL W/810x1"SMS (4) nmXr �-�RE-INSTALL SMS 2) PANEL SCREW(1) 1\ (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL saozson FIXED PANELS I I 9 • 16 767 me * i No.59705 Ao srgOr� z'siS��NAL Er;Gs� a I11114 PART # DESCRIPTION P(T# FL IIT914 PART'# DLSCRll'Td IN P(T# 25, ITEMS 35, 10, 14, 16, 22. T. 32, 34, 35,38, 41, 43, 44, 47, ae, 50, 59. 65. 75, 79-89, I12414, 116-120. 122-129, 132,133, 135-200. 206-207. 219, 221. 223 A 224 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 62 522 COLOMALIN'CEA$ECT10N 41630 1 708 LOCKSTQE, MONOLITTIC 69362 63 IN APPLIED COLONIAL MUNTW 66G31 2 LATCH ASSE6�LF LOCK MOCK91-105,107-110. 64 1240 1/16 X 1 FLATBAR 68926T52. 3 LATCH ASSEMBLY UMD4 7DN'n 66 67 754 756 TRACK CLIP GUIDE TRACK CLIP COVF7i 41754B/W 6756B/W 4 H30-32X 1.25 PH. FL. MS (LATCH) 711141{ 6 705 INTERLOCK STD. ,MONOLITHIC 69409 68 #6X3/8 PP $M$ 18-855 76X78PPAX 7 1119 #10 X.750 PH.PN.SMS-S.S. 7S134X 69 740 HOOKSHUP P-HOOK) IG37I3 8 1/4-20 X 1.125 PH. PN. h4S 7142OXI IBPPI14SX 70 722A HIGH-RISE TRACK ADAPTER 69371 1209 WSTP, .187X320-PILE GFELTK 7.1 702 2-TRACKHEAD G8179 706 TOPRAI MONOLITHIC 68172 72 703B 2-TRA CK EXTERIOR SILL 6703B 1281 WSTP,.187X.290 FIN SEAL 6128IW 73 704 2-TRACKJAMB 69180 725H TOP PANII. GUIDE 4180168275 74 G37 2-TRA CI{IN'CERIOR SILL rit 707C BOTTOM RAIL, MONOLITHIC 68173 76 717 FDCF'D PANEL CLTP,TOP 7LA 13A 71A1 726 BOTTOM PANEL GUIDE 41802 77 717B POLED PANL CLIPBOTTOM i 7717FPCA 661 $INGLEROLLERASSY. 7SRAZ 6h6 FD:GDPANELBRACICET 41814633 G61 SINGLE ROLLERASSY.-S.S.. 7SRAX78 90 1136 96X 112 PP SMS 7M2A TA NDEMROLLERASSY. 7683Z 101 736 WCKSTR,E, I.G. GLASS 60392 683 TANDE[x4 ROLLER ABSY.-S.S. 7683S5 106 735 INTERLOCK 51'D. I.G. GLASS 60393 23 609 ASTRAGAL,MONOLII'HIC 68315 111 618 TOP RAIL I.G. GLASS 69088 24 720 ASTRAGAL iD. MONOLITHIC 69492 115 619 BOTTOM RAIL, I.G. GLASS 69089 26 653 LATCH KEEPER 79DICEEP 27 653 LATCH KEEPER-9.5. 7SDKEEP.l' 121 737 ASTRAGAL, I.G. GLASS 60394 28 . SMS H3X.312PH. 7X 5/8" TO. GLASS; 3/16" TEMPERED 1/4" SPACE, 3/16" TEMP1TiED 29 729 JAMB BUMPER 72087K 30 #6X.375 PH.PN. SMS 76X38PPA 131 1006 GLAZINGVINI'L-INSULATED GLASS 658GLK 31 6631664 BUMPERSHMI .0300R.060 41831 134 745 DOUBLE INTERLOCK STD.), I.G. GCAS 60551 33 734 DOUBLE INTERLOCK(SID.), MONO. 09494 201 629 1- TRACK HEAD POCKET DOOR 68110 36 1007 GLAZING VINYL,-3/16 6T304 y02 6yg I-7RACK JAM➢,POCKET DOOR 6628 37 OLp.ZING VINYL _ IJq 614GLIC 203 666 OPT. SCREEN RAIL, POCKET DOOR 61394 39 3/16"TEMPERED GLASS 204 627 1- TRACKSILL, EXT. POCKET DOOR 68178M. 40 1/4"TEMPERED GLASS 208 631 3-TRACKTIEAD 06162 42 G45 ADD -ON STILE OXO ONL 69112 209 G32 3-TRACKJAMB 68183 45 755 112X15/3REM..-ALUM- 6755D4 210 633 3-TRACEILL,EXT.W/SCREENRAIL68184M renouc nrever..co r+^nbW..ax n,. rm,ut . ie,wx„4cWHAD c,,H, eHa�15i kk1t� opa,'1nd, III 46 1214 1/2X11/4RE[NF.-ALUM, 612104 211 613 ADD -ON TRACK HEAD 68187 49 749 RIIAUORCEMIId'T SPRING CLIP 7BRKTM25 212 GI4 ADD -ON TRA CK FOR PRAMEHEAD 68185 51 1040. 1vfORTICELOCK DFADIATCH) 71040 213 617 2-TRAGIC FRAME IAMB, A DD-ON GI88 52 1040-2 MORTICELOCK (DEAD LATCH)S.S. 71MOX y14 615 3-TRACK SIL ADD -OAT G8189M 53 CYLIIJDLRlHOUSING ASSY. 40RTIC 70288K 215 GI6 ADD -ON TRACKW/SCREENFORSILL 68190M. 54 1 116 H8 X.625 PH. FL 3MS 735gZA 21G 634 ADD -ON HEAD 69186 /7 0.....N �� PO""`•'.4v �*�.�'�`GENSF'\�! sa7o, �"., ''(17U6l ;per. m P tuw; , 'SS/OVAL F�G�x �g1n111111" A. LVNN MILLFfl, P.G O P.ENSOr05 55 657 HACI{HYO PLATE MORTICE 4183ON 217 635 ADD-ONEE 68191M 56 1045 MORTICEHANDLE SET' 71045 216 638 LOW-RISACT{SILL EXTERIOR 68952M 57 COVIRPFATE 7VC43 220 G3G I -TRACINTERIOR 68274MNo, 58 659 MORTICEIATCH ICEL-PER 7SDSP5X1 222 67l LOW-R1SAGIC SILL,EXTERIOR 60803M60 1239 3I16"APPLIED MUNTIN 68421 Mare mass 732 HIGH-RICIC 00 ADAPTER PARTS LISTS 68313M 6G5 COLONIAL ENDPIECE225 1010r cHNOLGGYORNE N. JcP, (M1f /00.1600 cenr. oPAHM yyppOmn ALUM. SLIDING GLASS DOOR, NON -IMPACT N JR ONDW> "O NO CHANGES MIS SHEer. .wows "scozaw 'NTS to 76 767 F.K. 09/06 JJ. IKmame —^I .890 1-.'- —1 1.375 � 082 � 002 1.375 --_4 1.036IL-^t5001--- I.G. TOP RAIL TOP RAIL MATL: 5053-T5 MAT'L: 6063-T5 #610 11 6706 -I 1,036 1-- 002 2.L438 I.G. BOTTOM RAIL MAT'L 6063-T6 8lte19 r1--- 2.310 -I 1-+ m 1.8L8 I,G. DOUBLE INTERLOCK MATL:6063-T6 8 1348 34 N746 -1499�- 002 2.436 L ----I .890 BOTTOM RAIL MATL: 6063-TB 15 1707 1TI -n 1.250� q5 REINFORCEMENT 46 REINFORCEMENT MAT'L:4063-T6 MAT'L: 6D63-76 0755 #1214 NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" - 2.310�LDE!�:r - I STD. DOUBLE INTERLOCK MATL: 6063-T6 33 R734 2.562 —1 5 2 I.G. ASTRAGAL MATL: 6063-T6 /21 8737 I-- 2.437 0:12 f01 LG. LOCKSTILE MAIL: 3063-T6 8736 -- 2,437 ---�1 .032 062 O STD. LOCKING STILE[ i MAT'L: 6063-TG p]08 2,562 1.575 2.845 125 H.D. ASTRAGAL MAT'L: 6063-TO 23 8720 O O O O I I--- 1,760 -"I 1.000 ,- - 2.000 0 I 77 FIXED PANEL CLIP, BOTTOM MATL: 6063-TG $717B 112 .._,2.310 -._Ia 093 I.G. INTERLOCK MATL: 3063-T6 8 ff735 --- 2 310 -I 1. M STD. INTERLOCK MAT'L:.6063-TG O #705 O O FO O nfouucrnevlse:n uaomc�Yln¢wL49ia DmM� I-- 1.750 -- neao+..ee no�-OIt7o 'I 1.000 R1�.ri11..n.n un�..sl�.}a8 TM N���iingrr 1.750 0 N L FIXED PANEL CLIP. TOP 7G MAT'Lf10063-T6 No. 60705 :P �• ._�W. 7$; 1 , o6 �_: a IT cEPT. OFnUM. <f9z6e I 1we �,� co�pycxrom"_ LJ J�®' aNTS 11 �•r 16 757 t .660 li 3.624 —�� 1.000 2.500 1. I ~III .0T A82 REF. ANCNC HOR HOLES 71 2-TRACK HEAD 70 HI -RISE TRACK ADAPTER MAT'L: 6063-T6 MAT'L: G083-T5 #702 R722A L I �3�� 2,370 �{ .087 I I L5B4 REF. aso ANCHOR HOLES 1.010 73 2 -TRACK JAMB MAPL: 6063-T6 O HOOKBTRIP GB MAT'L: 6063-T5 #704 #740 1.607 REF. ANCHOR Ell— .062 HOLES 1.750 .500 L_I i�.7501 — 0Gp —•1I"— 203 OPTIONALSCREEN 4..-— 4.676 RAIL, POCKET MAT'L: 6063-T5 R666 72 2- TRACK EXTERIOR SILL MAT'L: 6063-T6 0703D .650 'I 1.087 REF. ANCHOR HOLES I 1.750 062 �L 1 .562 HI-RISE FRACK - TER'TMAT'L:6063-T5 fl732 74 2-TRACK INTERIOR SILL MAT'L: 6003-T6 H637 CERT. orA"t MOM oc LIs NI:, ST iE OF [(�� EXTRUSIONS FRAME �'''SS/ONAL "nnin"1` ALUM. SLIDING GLASS DOOR, NON -IMPACT A, LYNN MILLER. R.E. soo:sos eNTS 12 , 16 wn _ 757 �0 P.EN 5.1.5 • L�-- 6.218 —J11 ,.pool .750 2p8. 3 - TRACK HEAD E� MAT'L: G063-T6 #631 062 1 G17 }I.667 209 3-TRACK JAMB MAT'L: 6063-T6 4632 LI4.016 — { 75y .950 .750 I .062 --i - 271 ADD -ON TRACK HEAD MAT'L: 6063-T6 #613 062 607 3.187 --1 -1 2-TRACKFRAME, 2/3 JAMB ADD -ON MAT'L: 6063-T6 0617 .062 1.25� .062 1 0 i 250 .562 1 .562 1 T i 0.164 T 5.562 274 3-TRACK ADD -ON SILL 3-TRACK SILL, EXTERIOR MAT'L: 6063-TG pip W/ SCREEN RAIL #615 MAT'L: 6063-T6 N633 062 582 l 2f5 ADD -ON TRACK W/ SCREEN FOR FRAME SILL MA7'L: 6063-T6 0610 062 .502 Ti- 1-4 217 1 -TRACK ADD -ON SILL MAT'L: 6063-T6 #635 LI` 3.0021, I��I�JI�------_ra I.000 uu u u --lul .062 ADO -ON TRACK, 272 FOR FRAME HEAD MATT: 6063-T6 #614 440 r .062 825 2.394 222 1-TRACK SILL, LOW-RISE E� EXTERIOR W/ADD-ON MAIL: 6063-76 #671 1.600 .062 --I� OADD -ON HEAD 2/6 M TL:D-O 6063- #634 .440 - 1 1 � 062 r62 4 .627 3.988 'i 218 2 -TRACK SILL, LOW -RISE EXTERIOR W/ADD-ON MAIL: G063-TO #638 .092 562--. n p yr I F— 3.798 2 -TRACK SILL, 119 INTERIOR W/ADD-ON MATT: 6063-TG #637 eenr,llnv 1s00 e.02WP �_ 062 502 �--- 2.204 O 1 -TRACK SILL, 22p INTERIOR W/ 1-TRACKSILL,ON MATT-: 6063-T6 #636 NT9I 13 _' 16 I 757 Pnonutneenrm !o romPlylnp wiN IFe PFrrvd xmenn c.,as cn Wnero, rt.�.��-F18 IImG I' w1,Ir�Cm�lmf No. 56705 MINIMUM ANUH UI( WUAN III IM0 1, ANCHOR TYPES: DP TABLE REF. > SHEET 2, TABLE 1. SHEET 2, TABLE 2. SHEET 3, TABLE 3. 1) 1/4' ELCO ULTRACON 2) 1M" ELCO SS4 CRETE-FLFX 3) #12 STEEL SCREW (G5) GLASS TYPE> B,C OR B,C ORD CORD INTERLOCK&> I SS (9EE NO7E3 SS SEE NOTE3 SD R SEE NOTE 3) 2, GLASS TYPES: B-3/70"TEMPERED C-7/4"TEMPERED D-5/8"TEMPEREDI.G. REINF0RCEMEN HEAD & EAU & EnD & C C ORTYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-H001< 3. TABLE ABBREVIATIONS: SUBSTRATE CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINF. AT INTERLOCK& ASTRAGAL, (SHEET 6) SHEETT SSR - SINGLE/SINGLE WITH FULL REINF, AT INTERLOCK & ASTRAGAL. (SHEET B ppp p a ¢ 4 p< �u p �0 a �il �1 SDR- SINGLE/DOUBLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, ( ) 5 5$ SSSp p5 Sp S v� j W Qy W W WD-WOOD SUBSTRATE NOM. R U Y5 N U U vi t�5 c""S 1p5 U U AL -ALUMINUM SUBSTRATE Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z PANEL UNIT O O O pp O pp O O g O O U O O �j O O b O O �T O O WIDTH x HT. g U U 9 o U U 5 U U U u tr' U U 3 U U i U D o U 4: ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: N "- N — N Ni -- N N— N N— N N -- N N �- N N N N N 24.000 x 80.000 6 C6 CG B B 8 5 5 4 GB C6 C6 8 8 0 4 5 4 GB CB GO B B 8 5 5 5 JAMBS AND P-HOOKS SPACING -8" MAX, FROM CORNERS AND 28" MAX, O.C. 90,000 C6 C6 G 8 6 B 4 4 4 C6 CG C6 0 8 8 4 5 4 CB CB CG 8 0 10 5 5 5 BO.00D CG CB G 8 8 8 4 4 C6 C6 C6 B 8 6 4 5 CB C8 C6 B B 0 5 5 5 HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 86.000 co CB G{ 8 8 B CG GG C6 8 B B 4 5 4 CB CB C6 8 0 10 5 5 5 5 INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL 30.000 % 80.000 CG CG Cli O B B 5 5 4 76 CG C6 B 8 B 5 5 4 CB CB G6 8 10 10 6 G 5 84.000 C6 C6 GI 0 B 8 4 9 4 G6 CG C6 0 8 0 5 5 9 C8 C_ G0 8 10 10 B 6 5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.000 CG C6 C4 8 8 8 4 4 4 G6 CG C6 0 B 6 5 5 4 CB CB CG 6 10 10 6 6 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRAGIC 99.000 C6 C4 8 8 _ 4 C6 C6 C6 8 8 8 5 5 4 CB CB C 0 10 f0 6 G 5 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 30.000 % 80.000 C G- Cfi 8, 16�/8 5 +L5 C6 CG C6 B 8 8 5 5 GB CB C6 10 10 10 6, 8 5 SILL AND JAMB TRACI(SECTIONS, 84.000 C6 G 8 8 4 -4 CG 06 CG B B 8 5 5 CB CB C6 10 10 10 6 6 5 ANCHOR 90,000 C6 C6 C4 8 8 8 4 4 4 CG C6 06 B 8 8 5 5 5 Ce GB CG 10 10 10 6 B 5 96.000 C6 06 G 8 8 8 4 4 CG CG —co 6 8 8 5 5 4 CB CB C6 10 10 10 0 8 5 LOCATION 42.OD XX 80.000 Ofi C6 G 8 8 0 5 5 5 Cfi C6 C4 B B 8 5 5 4 C6 C6 CG W 10 70 6 G 5 TYP - 84.000 C4 C4 G 8 8 8 4 4 4 C6 CG C4 0 8 8 5 5 O6 C6 C6 10 10 _CO 6 6 6 90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 B 5 5 5 C6 C6 CG 0 10 10 6 6 6 98.000 G C4 C4 B B. 8 4 4 4 C6 OG C4 B B B 5 G 5 CG CG C6 10 10 10 6 8 8 ASTRAGAL OR (q)gNCHOR CLUSTL-R-G 0,000 X 80.000 C6 C6 C4 e e B 5 5 5 C4 C4 C4 8 8 8 4 4 4 C6 CG C 8 8 8 5 5 INTERLOCK, TYP. 16" MAX. 04.000 G4 C4 C4 B 6 0 4 C C4 B 6 8 4 5 4 C6 CG C4 B O 10 5 5 5 B0,000 C4 C4 GJ e B 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C4 10 10 10 6 6 5 B'• 96.000 G C4 Cl 0 6 8 4 4 4 CB 06 C4 B 8 0 5 5 5 C6 CG G6 10 10 10 6 G B MAX. _.— INTERMEDIATE HEAD/SILL ANCHORS,TYP„ 7 11/16" MIN. O.C.Ty (2) ANCHORS PER LOCATION (2-TRACKS — SEE SHEET 16 FOR 3 & 4 TMCICS o 28" MAX. O.C. I EXAMPLE (G)ANCHOR CLUSTER -GO 2 ANCHOR9� `40 NOM. -48"NOM, 48"NOM.aNs I-)-G 48" NOM. SOLUTION AT EACH EXAMPLE USES U U U 1 HEAD &SILL = 6" MAX. FROM O O CORNERS, 22511 fi"MAX. O.C. AND C6 *—- 4ANCHORS. M1oBU[f 8E148CP LOCATION, BJA.MB 28" P 1n 4b m. rvM,M (2-TRACK); ANCHORS w ANCHOR MAg AT EACH ASTRAGAL OR INTERLOCI i. �Fe^1�^[ NJn { OS 3 ANCHORS TOTAL, SEE LOCATION, O.C. JAMBS & P-HOOKS = 0" MAX. FROM - 'r- AT EACH SHEET 16 FOR TYP., H) CORNERS AND 28" MAX. O.C. v'"1'�^B'e°��q+. LOCATION, ADDITIONAL O D O PER AT •6 la (3-TRACIO;� TRAGIC ¢ ¢ P-HOOK+ TOTAL AT HEAD=30 ANCHORS Gylglsjnq['q" APPLICATIONS U O 90" (2+2+CGI 2+CG+2+G6+2+2=30) ,1luni TOTAL AT SILL = 30 ANCHORS i� ATEACH 0 MAX. (B)ANCHON CLUSTER -CB �.� NV LYNN,yX (2+2+C8+2+CG+2+C6+2+2=30) 'N ( �� LOCATION, m a a u � TOTAL AT JAMB = 3 ANCHORS 'IJCENBp 4aRq°1C)L CLUSTER DETAILS I I TOTAL AT P-H001(= G ANCHORS —f� LHEAD/SI LL CLUSTER LOCATION TYP. _ �- 0' MAX, 6- MAX. 226N6"MAX. O.C. �- 4W NOM MAX. SEE C4, C6 OR C8 CLUSTER DETAILS ��p'•,, S?n` b �r' f(1`U� FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE tom iIII NoovoBNE 2TRACKS, CONCRETE SUBSTRATE U HEAD, SILL 8 N.V£NIGE, n.sms ANCHORAGE SPACING °�}S,S/0NA1- E�`��� P-HOOK, CMU SUBSTRATE Q JAMB rypAruo-mao llll.lAvpl #20ss ALUM. SLIDfNG GLASS DOOR, NON -IMPACT YN , R JR OM➢TMi) O NO L'HANGES iHI55HEEL ,demS,Fe u% .w+rmme °�'^°^" °"' A, LYNNM5070 P.F. _. SGOT500 NT.S 14 e, 1G %5% G P.E.II S0i0.5 1318'MIN. ---I `wv , (SEE . NOTE 1"MIN.. E.D., WOOD ANCHOR TYP. (2) (SEE NOTE i) --^ � lx WOOD BUCK 10O (SEE NOTE 2) 2. WOOD Q (SEE NOTE 2) 1/4" MAX. SHIM I-- (EXTERIOR) SEE NOTE 1. --{ 1.6 KSI MIN, CMU OR + Ilplp,� •:/:. '• 3.41<51 MIN. CONE: CONCRETE>• O.C. ANCHOR"�.. 1 3/4" MIN. E.D. (SEE NOTE 1) —_ (21/2" FOR CRETEFLEX OR CMU) Ix WOOD BUCK i2" TYP.(2) (SEE NOTES 2) (EXTERIOR) DETAIL-E 1/8 3.4 KSI MIN. CONC. 1" MIN, E.O., TYP. (Z)— 1687 7 3/4" MIN, E.D. (21/2" FOR O.C. `CRETEFLEX), TYP. (2) ( (EXTERIOR) O.G. 1 (EXTERIOR) 1 I1 68] NOTE 1. 1 3/8" MIN. 1/4" MAX. SHIM 2x WOOD (SEMNOTE..2) ALUMINUM MULL ANCHORAGE APPLICABLE_ TO HEAD OR JAMBS 1/8 AL. MIN. (EXTERIOR) �606345 1/4" MAX. SHIM MIN..OF3 THREADS 412 SMS BEYOND CC, \- WOOD ANCHOR DETAIL -J METAL DETAIL -C DETAIL -D (SEE NOTE 1) SUBSTRATE. NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 7/4" SS4 CRETE-FLEX EMBEDDED 1 31C MIN, THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314" (2 1/2" FOR CRETEFLEX OR 4" SS 4 CRF_TE F LE% ANCHORS EMB EDDED oeo 3/ 6 "MIN, H . CMU). FOR WOOD INSTALLATIONS USE N72 SCREWS OR ELCO 1 / WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x'ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 il2". WOOD BUCKS PICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS A ROVED BY AUTHORITY HAVING JURISDICTION. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 3. FOR TTACHMENTTO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 0063-T5 AND A MINIMUM OF 11W THICK. THEALUMINUM )ADOV URAL MEMBER SHALL BE OF A SIZE TO PROVIDE- FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F FOR2xWOODBUCKS. THE ANCHOR SHALL BEAN12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J). E CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR N12 SCREWS SHOWN IN THIS BOA MAYBE USED. S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, MUST FULLY F THE SILL NOT TIGHTETALLIC OTO THE SUBSUT (3350 PSI TRATE, AND TRANSFERS EAR LOAD TO SUBSTRATE. T THE EF SUBSTRATEIIRE LENGTH S WOOD.T PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THORITY HAVING JURISDICTION. X MIN.OF3THREADS III��_0083-T5 lKWOOD BUCK, BEYOND METAL f (SEE NOTE 2)R SUBSTRATE. IL� GONG. ANCHOR ' (SEE NOTE 1 012 MIN. CONC. WOOD, (SEE J IS (SILL) (SILL) (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL-G DF..7AIL-:'-ki" DETAIL - I CMWAUTN. moats IM MA . 1.667 O.C. (SEE NOTE 5) WOOD ANCHOR , (SEE NOTE 7) 1== 1 3/8"MIN. (EXTERIOR) 318" MIN. 1 MIN. E.D., \ TYP. (21 —I 2x WOOD 2x WOOD DETAIL-B (SEE NOTE 2) (SEE NOTE 2) \ 114" MAX. \ I— (SEE NOTE 4) rupm ttEIR100 1.6870 C+_I ev nbNv.+I+n in. mere I.+nW+MNxMe G v (EXTERIOR) '( i NOTE 1. +{%- 11314" MIN. EJ]. (2 1/2" ""'""""-�711 CONCRETE ANCHOR FOR CRETEFLEX), TYP. (2) \` ON (SEE NOTE I) 3 4 KSI MIN. CONC. \�,. '`GENgF ., DETAIL -AN.. 58705 TYPICAL FRAME SILL INSTALLATIONS _ *_ `TEr '&1 F.1 ANCHORAGE DETAILS "I' ON' ' E x,ll ONAl1+I+ ALUM. SLIDING GLASS DOOR, NON-IMFFlCT A LYNN MILLS. RE. 114 1 15 . 16 1 _ 757 a 1.69 7 L 1.59 6 MIN. O.C. ANCHOR LOCATION, TYP. r • 5 I 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: '� 2 ,.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14. APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRAGIC SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM OWCEHTER DIMENSIONS FOR ANCHORS ARE 1.69- AT HEAD AND SILL AND 1.59' FOR JAMBS. 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TI FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL TRACK SECTIONS. l5 u � n HEAD/SILL EXTERIOR 7 1.69 CERT. OFAV R[ M NO 7 6 5 4 JAMB EXTERIOR HEAD/SILL INTERIOR sa.ZW 1 114 1 16 . 16 _L 757 No. 50705' .RORi0P..',A 4 iin MIAAU-D-ADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Street Room 209 GULATORY AND ECONOMIC RESOURCES (RER) T (7W 315-2590 F (7S6) 315-2599 BOARD AND CODE ADMINISTRATION DIYLSION hµw min midadP auvleconomv NOTICE OF ACCEt T NCE . OA) PGT industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable Hiles and regulations govern ng 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 A utbority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counts' Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this prodL�t 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 "ER-610" Aluminum Horizontal Rolling Window -NJ. APPROVAL DOCUMENT: Drawing No. 41-77-20, titled "Alum. Horizontal Roller Window, Non- hnpact", sheets 1 through 16 of 16, dated 03/22/06, with revision F dated 03/24/17, 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 M anri-Dade County Product Control Section. AWSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "-Miami-Dade County Product Control Approved", unless 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. 'jEERI ]NA-TION 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 shallbe available for inspection at thejob site at the request of the Building Official. This NOA revises NOA 16-0714.14 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0411.07 - Mu�rrt.na�e UNTY Expiration Date: July 21, 2021 017 i;r Approval Date: August 31,' a kAtl Page l so _ft PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (CONTU-MED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) -Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113 =.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (XOX�, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4860, dated 02/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NO-4 JVo. 06-0327.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Sth Edition (2014) and FBC-6'b Edition (2017), dated 03/31/17 and revised on 08/02/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with AST1Y1 E130M9 D. QUALITY ASSURANCE 1. Miami Dade Deparonent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014) and FBC- 61 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/11/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09116, signed by Ishaq Chanda, P.E. (Submitted underpreviousNO-4 No. 16-0714.14) 5. Laboratory- compliance letter for Test Report No. FTL-5005, issued by Fenestration Testing Laboratory, Inc., dated 11108106, signed and sealed by Edmundo Largaespada, P.E. (Submitted under A'OAIV& 06-0327.04) orge M Plasencia, P-E. Pro uctControlUnitSupervisor NOA No. 17-0411.07 Expiration Date: July 27, 2021 Approval Date: August 31, 2017 E-2 t 4" - -fte PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN=TED F. STATEMENTS (coNTINUED) 6. Laboratory compliance letter for Test Reports No. FTL-4857 and FTL-4860, issued by Fenestration Testing Laboraton-, Inc., dated 02/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submifted underNOA No. 06-0327,04) G. OTB ERS 1. Notice of Acceptance No. 16-0714.14, issued to PGT Industries for their Series ` h7R-610" Aluminum Horizontal Rolling Window - N.I., approved on 09/01/16 and expiring on 07/27/21. Jorge A Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.07 Expiration Date: July 27, 2021 Approval Date: August 31, 2017 E-3 1, GLAZING OPTIONS:. A 3116' ANNEALED GLASS B. 31UP TEMPERED GLASS C. 1W ANNEALED GLASS D. 1I4' TEMPERED GLASS E. 13/16" I.G., 1/8" ANNEALED OUTBOARD, 9116" AIR SPACE, 1/8" ANNEALED INBOARD F. 13/1 B" I.G., 1/0" TEMPERED OUTBOARD, 9116" AIR SPACE, 1/8" TEMPERED INBOARD G. 13/16" I.G., 3(16" ANNEALED OUTBOARD, 7116" AIRSPACE', 3/16' ANNEALED INBOARD H. 13116' I.GI 3110" TEMPERED OUTBOARD, 711 W AIR SPACE, 3116" TEMPERED INBOARD I. 13116" I.G., 3/16" ANNEALED OUTBOARD, 1l2" AIR SPACE, 118" ANNEALED INBOARD J. 13/16" I.G., 3/78" TEMPERED OUTBOARD, 1/2" AIR SPACE, 1/e" TEMPERED INBOARD 2, CONFIGURATIONS: OX, XO, XOX, 3, DESIGN PRESSURES: (SEE TABLES, SHEETS 8 THROUGH 10) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES UNDER 40 PER ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO 4. ANCHORAGE: THE 33 Va%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 11 THROUGH 16 FOR ANCHORAGE DETAILS. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4857, FTL4860 AND FTL-5005; ELCO ULTRACON NOA'S; ANSI/AF&PA NOR FOR WOOD CONSTRUCTION; ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION HR810, PREVIOUSLY REFERRED TO AS NON -IMPACT HR710. 9, THIS PRODUCT I IAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). BL Anchor MORE Fran. Substrate Edge MLR. O.C. Min. Embedment or Group Anchor Typs Member Distance Distance Distance - Metal Thlcknasa r. 12, St.. S S (GS. Soulhem ne (SO= 0.55) BMW 7/8" h318 800S.T5 Aluminum 31w B/IV 1/0"male) (min, of 3 threads beyond All 0.045"(LOSSa substrate) _ -. .. RN8mbX dYHdlow'Blockl(AblmICv0AR FA i-3le"Al All SDulhem Plne SG = 0.55 1" 1" S .....mPlne (SG - 0,55) 1"'• 1.3/8" Jamb Hollow Block, (ASTM C90 2.1/2"114" 410 SS Elco CreteFlex® All Console File. 3.35 ksp. 2-1/2' 4" 1-314' THAN ONE OF THE ANCHOR GROUPS ABOVE, 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM CHOOSE FLATHEAD ANCHORSMUST BE OF THE THEAD, LOWEST ER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. Material - Mtn. Fy Mtn. F. steel screw 521o1 1201.) EIcs UltmCon® 155keI 1Tikei 411 33 Else CreteFlex ® 121.4 kal 139.1 kai TOM AAluminum 16 k11 uksl 6o6346Aluminum 25k11 30 A36 Steel 30 ksl 501.luT Gr. 33 Steal 3Wd 33 NsI 5 kol i CODES I STANDARDS USED: -2017 FLORIDA It LOINO CODE (1`00). GTH EDITION o2014 FLORIDA BUILDING CODE (FBI), STH EDITION As I A E13UMS -ANSIIAF&PA pmffi2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ACM-2015 -AISI 5100 12 e AISC 350-10 FOR I VARIES PER NOA DRAWING MAP SHEET GENERAL NDTES............. I GLAZING DETAILS- .......... 2 ELEVATIONS ..................... 3 VERT, SECTIONS..............4 HORIZ. SECTIONS.........,., A CORNER DETAIL .............. 4 FARrS LIST ...................... 6 EXTRUSIONS .......... ........ 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8-10 ANCHOR QUANTITY - 11-16 PRODUCT REVISED mplyln wIth the F1.11d. BSllnln9 us,les NOH-No. 17-0411.07 ge,lraeee Pal 0712712021 Fy Mmm-f evr- p/29/1]:NEW InYOOT. SHEEr REORGANIZATION,UPOAIED ANCHOR QUANTITY PER FRC 201], CHANGED ANCHORTYPES P,E 3/16" MONOLITHIC GLASS Ila" OR LIB' ANNEALED OR TEMPERED GLASS 7AV. IW OR 6118'AIRGPACE W OR L19'ANNEALEO OR TEMPERED GLASS 114" MONOLITHIC GLASS 1/2' NOM. GLASS OITE 64, 66, 86, 17, 68 GLASSTYPES: A.3/16" ANNEALED GLASS 6, 3/W TEMPERED GLASS C. 1/A" ANNEALED GLASS D 1/4TEMPERED GLASS E_ 3(16.1 G�(8 Af,�jJE@LED B/JB�}I&S2QC): 1(@.0 NCALED �3/1 G/8 TEMPERED �G AIRSPACE i/B+TEMPE ED: ;: G 13I1Cclr©�/7�hNNEALFA 7/7�R SPACE 3nu-IEMPERE 13/f8'1 G., l.W AErfdP`'._RED /18 RSPACO 8"ANNEALERED 1. 73/16" LG., 3/16" ANNEALED, 12" AIR SPACE; 1/8" ANNEALED J. 73/16" LG., 3/i G" TEMPERED, 117 AIR SPACE, 1/8" TEMPERED bkL STRUCTURAL SILICONE—3116'NOM. STRUCTURAL I14- NOM. FOAM )LYISO8UT LENE VAT" WITH DESICCANT DESICCANT EXT.GLASS , EXT. GLASS I j INT. GLASS INT.GLASS KODSUPER ACE aI �o 4SGTP 4SG TPS SPACER@NXT'" 8DURASEAL@ SPACER XL EDGEIM 69 SPACER BL 3 Party _ Dercripffon Malarial 60 Kommeding 4SG TPS Spacer System See Ihls 61 cluanex Super.Spacer nXT with Hal Melt Butyl Sheet for 62 Quanaz Dumseal Spacer Maledals "no }L Edge Spacer PRODUCT REVISED e PI Ina with the eanlan e'uiama �eae 17.0411.07 NOA-No. E.plraooe Date 07/27/2021 D Mlam-� ePro ucl Con ro ]SOW; WIN SHEET LL Lu of M 0 Z�a zw^ fla 4e V Uroo FZ i ZO w,MO 'JIN NS ry 10 o Z rn '�-C�ITI 0 GN 1°"y5 P Z J N a PCL/ K O °1c5 0 Z o u z a J � 2 (8 ep1 n,p myu9 F D MAX. VENT DLO 84 5/16" MAX. OLD FIXED —� O X Ir —115" MAX. WIDTH I.F. FRAME------" T 20'MAX. WIDTH FLAN FRnM_M__�` 5i N DL FI LI �— DLO FIXED C DLO VENT / r 63" M — — — — FLAN FRAI A A' AL CON{ 3/8" 56" MAX. AX. DLO ALL J ALL VEPITS XEO 02"MAX. TES I.F. FRAME X ALL O CONFIG. Lil �--.— 73" MAX. WIDTH I.F. FRAME uNnr1A FI ANRF FRAME aT 1W 27 3/8" — MAX, DLO VENT MAX. DLO FIXED d rx X x I I {{ 8Y" MAX. WIDTH I.F.FRAME ^I -- S0' MAX. WIDTH FLANGE FRAME. DETAIL C - XOX (1 /3-1 /3-1 /3) NOTE: 1, SEE SHEET 4 FOR VERTICALAND HORIZONTAL SECTION DETAILS, IX SEALANT OR GASKET 3E AT HEAD AND SILL ET✓ G. -- 43 I.F. FRAME \� FLANGE FRAME VIEW \D.-DD (FRAME CORNER CONSTRUCTION) I PRODUCT REVISED eoomM�� 8 wm. ma FlonJ, liel�p � xon-xo. 97-0411.07 E+M^anon V.I. 07/27/2021 0y I Mlnml-0 v ro ucl Canlml 3/R4117: NO CHANGES THIS SHEET. w S K 16- ry s U1 LL-o '^etl o o N C7 N g� O o H U a w v ZLLe QQ s d Re FZay ova ? i oZm y w I J o 0 O e R z y O Z wea6 M O Z O ti rc u 4 o = I ¢ W 1—� LYNNI � -. ; I SOT'. 9T TE r ' �'cSS�ONAL A.LttJN MIIIC-0..PE.. ' i MA HEIC FLM 11 FRA INTERIOR INTERIOR L- / 21 MA%. VENT DLO 1� MAX. FI%ED DLO --I MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 17 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR 17 3(), EXTERIOR QY SECTION C-C (VERTICAL SECTION, FLANGE FRAME) per- MAX FIXED DLO ---i F^'— MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR INTERIOR SILL HEAD 1 SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) MAX. VENT DLO PRODUCT REVISED pl in with IHe Florida Rnnaing �oda NOA-No. 17.0411.07 E.pimuon na!� 7o/2TUO21 e miam na Tcom.o 3QA/1): NO CHNJOES THIS n SHEET. g LL N N U 0m � csi chi �dq a jg WV f2` O� �n aN bb W LL Km w O C n.vs ur Z ® � O N LL a nr�s u Q u N x •rm odo ..pos ..Tu„r, 11," N�CENS�M/,�F P ; 56709 - _ - �'(' 4uj- TE I ,�OTcs+..joRlan.: G 'ONAL A LYMI MILLER, P.E. p.EA 60]05 AR E4: 1TG' DWG0 Rs DJSCRIPTION R1AT'L PCIW 1 4102 A FLANGE FRAME) LEAD 6063-T6AL 612237 2 4025 SA SH STOP STD. ANTI LIFT CUF 6063-T5 AL 612244 3 d8X314 PH PAN HEAD 7834AA 4 1053 SASH STOP COVER SASH STOP) 6063-TS AL 6 b136 PIANOEFRAMESHL 6063-76AL 64136 7 4137 SBLADAPTOR 6063-TG AL 64137 8 4131 ROUXRTRAIX 60G3-T6AL 61131 10 71298 WEEPHOIECOVEi POLYPROP. 71298 12 1626 ADHESIVCOPEN CMLFOAM PAD 7PAD1626 13 4002 A PLANGB FRAMHIAMB 6063-T6AL 612225 14 4134 ISAMU FORMM➢L MAIN FRAESJU01 74174W/K 15 1155 It8X 1.000 QUAD PN. SMS 781E A 16 4110 O SCREENADAPTCR 606345 AL 641100 17 4054 D FD®MFEFINORAB, G063NDT6 AL 61054A 19 4066 WSTP..187X230 PINSBAL 612240 21 410.5 BASH TOP AND BOTTOM RAIL G063-TS AL 6z1A0 22 1683 WSTP.,250X.270 RAC FIN SEAL fi1fi83G 23 225-1 ROCIERHOUSING &GUIDE 42112FID M 226 BRASS ROLLER WHEELS BRASS 7BRW HL2 29 4128 HORIZONTAL RUT I RE SASHTOP UUIDL POLYPROP. 44128N 32 4006 D SASHMEERNORAIL 663HS-T6AL 61006 33 1235 WBTPr17OX270BAMEINSPAL 67S16G 33 1096 SWEEP LATCH DIE-CAST 71096 36 1016 98X.625PH.PLSMS 7858 31 1126 SASHSDIF.RAIL 6063-T5 AL 64126 39 7070 BULB WFATHERSTRIP.187X.275 G7070K 40 LIFFRAB,COVE.RCAP 74078'C"LOR 41 4139 I.F, FRAMEHRAD 6063-T6AL 64139 42 4140 I.F. FRAME SILL 6063-T6AL 64140 43 4141 I.F. MMEIAMB W63=F6AL 64141 50 GIAZINOSILI-GNE, DOW 7918999950R G67700 51 52 1224 1225 VINYL GLAZ IGBEAD➢ULE3 HLCIC VINEG[AZWOBEADBULB GTP247WJC 6TP248K 57 58 59 4014 4046 4067 D A GLAZWUBPAD-3/16n & I/4" GIAZINGBEAD-3/16"&IIV W/URILLYJ GLAZINGBEAD-13/16' 6063-'P5AL 60G3-T5 AL 6063-T5AL 64014 644942 64067 80 CRASS 3/16' ANNEALED 81 3/16" TIMPERID 82 1/4" ANNEALED 83 1/4" TEMPERED ITp1g DWGq 11L11 DESCRIPTION R'IAT'L FGTO &1 GLA$S 13/16" IG 1/8" ANNEALED 9/16" AIRSPACE 118" ANNEALED 65 13/16" IU(I/8" TEMPERED 9116" AIRSPACE, 1/8" TEMPERED 66 13AT 10 3/16' ANNEALED 7116" AIRSPACE 3116" ANN.EALID 87 " 13/16' IO 3/16' TEMPERED, 7/16" AIRSPACE 3/16" TEMPERED) 88 13/16" IG 3/1G" ANNMA ,.I/2" AIR SPACT, 1/8"'ANNEALED 89 13116" 1G(3116" TEMPERED, 1/2" AIR SPACE, I/B" TEMPERET)) 90 1014 SCREPNFRAME HOR.&VEIL 3105-H14 AL 6I014 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP. 71630 92 1631 SCR�ICORNERKEYW/OUCRINCS 'POLYPRGP. 71631 93 1WJ SCREEN SPRING IT.ST. 7CASP 94 1624 BCREFNSPLWE-.135DL1 FOAM EM PVC 61624K 95 1615 SCREEN SPLINE-.135 DIA. FIARp 1M PVC 61635K 96 1 IsCREEN CWTH GI616____ 2.704 4M21.9 43 I.F. FRAME JAMB 114141. 6063-T6 .002 I 43 I.F. FRAME FIEAD U4139, 6083-T0 I .062 u 2.710 —^ qZ I.F. FRAME SILL H4140, 0053-T6 3.152 PRODUCT REVISED pus lym P with we FmrlJa BallJing Co, NOP-No. 17-0414.07 E.ptrnOon ma 07P-7/2021 / Mlam Pro uc onBm SILICON CHPNOEO O V+LNO SILICONE Of a o O ON Of n p t3t S� Z OJo z a a w y Lj UU_mRa o j = Z Oe 4 j Q 0 O J m1V m O rG 0: - .ms O 2 J O N �p Q ,u A m rn�s ��BI p1V LYNryr�''� SATE .;7' 41� ,!20m0n.." A' 'ss'ONAL SNCi", P. LVHN MILLfµ P.F. P.EB4WW is it .06z 73 3 _ ]17 2.7to—^1 FLANGE FRAME HEAD f14, 02A, 6003-TO .490 T—[--1.457-� Z�,- �'SASH:STOP ,1k 4025, 608 082 u� --4.349+I 21 SASH TOP & BOTTOM RAIL 1t4105, 0063-TS 1122 1-----2.710--r-1 O FLANGE FRAME SILL 0 4 t3s.6063-T6 062 -�-7.467 O ROLLER TRACK W131,6003-TO L—I 1.057 666 Ll 0 57 GLAZING BEAD 3/16" OR 114" 0401413, 6063-15 2. 79 I��7 --I 7.087 F� 32 SASH MTG. RAIL #4006D, 6003HS-TG B7 I-- oezY 190 � j FRAME SILL ADAPTER #4137, 6003401 F--1.613-�-I� III .040 II .738 Y-1.443—{ O SASH STOP COVER #4053, 0003-T5 �fl OG2- 1.2fl1� 37 SASH SIDE RAIL it412E, 60G3-T5 05 C58 GLAZING BEAD 3/16" OR 1/4" #404GA, 6063-T5 (USED W/ GRILL KIT) F---2784—I r 13 FLANGE FRAME JAMB #4002A,G06bT6 1. 8, 7 .� J.U62 Jl�� 17 FIXED MEETING RAIL i14054B, 6083HD-TO 61 a50 5D GLAZING BEAD 13/16" #40G7'6063-T5 PRODUCT REVISED p"I n9 I IM1 IM1e Florida BullJing Oode NOA-No. 97-0411.07 Expiration Data 07127/2021 0/3V1]: NO GHANGE5-15 a SHEET. 6 a Q LL zIN 0 N V N i� OJ- V a N N OLLo z w DUJ U_ a c 1- Z Z en w,wJ OO o z Z1r O K Nas O � 4 F N N a ir ZO s O x yl O Q an V a I- SEE ANCHOR TABLE, SHEET 1 Zx WOOD BUCK, NOTES: SEEANCHOR II SEE ANCHOR TABLE, 1 � SHEET 1 WILE, SHEET*MAX, N07E t 13/8" I. W000 BUCKS DEPICTED IN THE SECTIONS ON TFIIS PAGE AS 1. ARE BUCKS SEEANCHOR MIPL WHOSE TOTAL THICKNESS IS LESS THAN 1 112", 1x WOOD BUCKS ARE OPTIONAL IF _ 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CP/IU. WOOD BUCKS TABLE, SHEET ix WOOD DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE BUCK, - OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY NOTE 1 ''y,L''' HAVING JURISDICTION 14" I/ J 2, FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF - Mom'SIZE TO PROVIDE PULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN HIM SHIM IN THESE DETAII S FOR 2x WOOD BUCKS. SEE ANCHSEEANCHOR TABLE, SHEET 1 3, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO TABLE, SHEET t DETAILA DETAIL CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. ' 4, 0:131" DIA..MIN. X 2 1/2" NAIL AT CORNERS AND 5" QC. TYPICAL DETAILS G. H & I. 1 MAX.AX SHIM ._!_I i3/B" 1/4"MAX. SHIM --.{ I� SEE ANCHOR TABLE, SHEET 1 INTERIOR I MIN. JAMB DETAILS E, F RI) 2-1/2" MIN. EMBEDMENT EXTERIOR SEE ANCHOR w I I' InI II SEEANCHOR .� TABLE, SHEET 1 IMIIIIIIn111a ___T (LI EX ERIOR� INTERIOR TABLE, SHEET 1 SEE ('NOR SEEANCHOR (HEAb R S -L DETAILS A, B, C. D, G & 1-1)-- TABLE, HEET 1 TABLE, SHEET 1 > �_ SEE NOTE 4 — - — 5/8" MIN. EDGE 2x WOOD BUCK, NOTE i ix WOOD BUCK, NOTE 1 DETAIL E DETAIL':F' -- —� TYPICAL E FRAME JAMB SECTIONS — 5/S" MIN' I EDGE SEE ANCHOR D TAIL (HEAD) SEEANCHOR TABLE. SHEET i � n n � � TABLE, SHEET _ — MAX.114"MAX AXMAX. SHIM 9HI� LUG 5/0"MIN. EDGE " SEE ANCHOR 318T BEE NOTE 4-1 w.� g 1 3/B'MIN. ' 5 TABLE, SHEET --/" SEE - —(' --y- --_ - - _ 2-112" IN. --PSI 4 NOR I EMBEb BLE, SEEANCHOR b7 :ET 1� TAIL SHEETI 2 OOB '. SEE ANCHOR TABLE, SHEET 1 '* _ -. ' BUCK, 2-i 11.° MIN. EMBED DETAIL I (JAMB) IDETAIL�C? NOTE 1 DETAIL D DETAIL G (SILL) I II PRODUCT REVISED mpl Inp wiN the Fwrldo euuel.1 "". 17.0411.07 NOA No. expb.n.n o Le 0712712021 �� 32N1); REVISED NOTES i0 !`,OMPLY WITH NEW w O V y � N.0 N 'U N � 0�o oa O o a 7 W d' V CWi d zi a � n6 on,a ^ >Ir a J 0 u- Q Ja IemI6 M r F N (9 G0 Q o"Im6 F x I oIy prep Q+V+6 Maximum Design Pressure, DP (Psq XO or OX 0lerell Wdlh Oxrell Hel9hl GI... Types A, E,1, C 0, D. F, R J7 G 24' 2G7Q' 29• +75.0 -1 M.0 +75.Ul-1M.0 +)50/4W.0 +76.0/-707.0 +]5,01.1W.0 +)5,0/-1W.0 +750/-155,0 +75.0/-1W.0 H5.0 -7W.0 +75.0/-150.0 750/ 150.0 +75.0/-150.0 37' 48' 531IB' +75.O/AB.1 +75M .0/-1.0 +75.011311 • +75,01-85.8 T75.0/-1W.0 +75.01-133.1 80" +]1.3 /-71.3 N5.0 /-126.8 h75.B1d10.9 66" +B ,1 / 4i1.1 +75-6100.7 +75.0 9.95.1 7T T4' +505/-53.5 +75.01-95A N5.0/O3.2 .51.31-67.3 +75.01-91.3 +75.01-79.9 24' 2&112' 2B• +76.0/.1M.0 +76.0/-1W,0 N5.01-1W.0 ♦75.0/-1m,0 •76.01.150,0 +76.0/-1M.0 +75.0/-150.0 +76.0/-1M.0 +75.01-150.0 q6.0/-1500 +75,01-150.0 +76.O1-1W.0 31- 4B' 631/0" +76.1 A7.3 +75D 1-150,0 +75.0/-1350 61" +]5.0/-84.6 .75.01-i50.p +76.01-131.6 60' +69.71419.7 +59.2/-59.2 +75.0/.123.6 +75.01-105.3 +75,01-108.4 +75.01-921 BB' 72' 1. +5L5/-51.6 +75.0141,0 176.01410.1 +49.4149.4 +75.0/-87.8 N5.017B.0 24' 3G. +75601-1W.0 •75,01-1W.0 +75.0/444.2 +75.0/-107,0 175.01417.3 +750146%0 +75.01-193.0 +7501-1150.0 -75.01 A50.0 +76.0/-0M.0 476.0/4600 +75-01-150.0 +76.0/-050,0 +fee I-1500 +76601-135.8 2&12' 3T' 40" 64• +]5.0/4N.5 +88.5168.5 •56.0/Zee .75.01-150.0 N5.01-121.7 +75.0/-000.6 +75,01-131.5 +75.OL100,5 +76.01g19,0 00' e6' 77 74' +47.6147 6 +75.0 /-B4.6 a73.9/-73.9 445.01 A5.0 +75,0/-00,1 +70-11-7061 24' 25-112' ,,,,�-1,e"^, � +75.01-150.0 +75.01-110.2 76.0/-133.5 +i5.e/-1W.0 +75.01-150.0 +76.01-150.0 +75,01-1W.0 +75.O1-1M.0 +75,0 /-150.0 q5.0 /-150.0 •75.0/-150.0 +75.0/-1W.0 37' 4B' 6}118' 5A" 6175.0 -BL3 A+75.0 -04.5 +Be.6l +75.0/-1M.0 .75.0/-150.0 +760/-1W.7 +75.01-135.9 +75.01-1315 006 BO' 7r a'I 50.5 +W.0/600 +75.01 -t00.B +75.011005 +75.01-03.0 .4501 5.0 a±75O/:+@007. 70,0/-70.0 24'. 20-112' 48' +75,01447.0 +75.01 An2 +75.01-103.4 + .0 +750/-1M.0 N5.01-160.0 .75,01-150.0 +75.0/-160.0 +75.01-150.0 3T 41. 631/8' +76.0/-05.3 +750/-1500 +750/133.4 +76.0/49.7 q5O/-76.8 +75.0/-142.8 +]S.O1-141.4 +76.0/-125.0 +750 1123.7 �• fi0' +BB.61 E8.5 +75.01 -1217 M' 11 +58.01358 +75,01-100.8 +75,01860 +47,51-07.5 +75.0 / -64.5 +73.91-75.9 74 +q50/-05,0 775.01b0.0 +7U.0/-70.0 FOR ANGHUHAGt ate ancc Maximum Design Pressure, DP (pvn XO or OX O.ereli W d111 Curer HOW GleseTypes A. E, I, G B, 0, F. H, J G 20.1/2' rA510, +75.001 38 3 N6.01-127.1 +7 .0 - W 0 +75.0/-1W.0 +]6.0 - 50.0 +75.01-150.0 3T +76.0 /-96.8 +75,/.79.0 +74.71 -7q.7 •73.9/43,9 160.5/-68.5 +58.6l-56fi N5.0/-150.0 +75.0/-1421 N 5.0/-7328 +75.01-131E +75.01-121.7 +75,01-100.6 776.0I-150.0 +75.01 A24,3 +]5.01-1102 +75.01-115.0 +75.0/-106.5 +76,01-08.0 qe" 53/9' 5q• IT OB" 7Y 74• +47.51-47.5 +75 11-84.5 +73,01-73.9 +45.0/45.0 +75.0/-00.0 +70.0I-70.0 24" 2&12' 51" +75.0/.120.6 .75.01-116.0 N5.0/419.5 a735/-73.5 47686 fi8.5 +7501.150.0 +78.01-150.0 •75.0/150.0+75.01-339.2 +75.0/-130.7 +76.0/-121.0 +75.0/-150.0 +75.01460.0 +76.01.114.3 +75.01-100.6 37' 48' 53110' 54" +67.81 � 37.8 +03.3 6.63.3 +M.813O8 +16.0 / -120.6 +75.0 / 412.6 +75.01 -100.8 +7501-105.4 g5.01-BB.0 OF 00' TY 74" +47,5147.5 +75.01.04.5 +73.91-739 +45.01.45.0 +75,01-00.0 170+0/AO0 24- 2&1rr 80, .75,01-114,3 N50/-104.8 +75.01-76.9 +842 / -0.1.2 ♦M 7 //-597 +15.01450.0 7-50 1-150.0 +7501.140.3 +75.0 /-114.3 47 111 -1084 •75.0/-150.0 N5.01-1 W.0 +7501122.8 +75.0/ -100.0 +75.01-829 3i 4V 531/B' 5q• +M.0/-590 +7501404,9 +75.01-91.8 BY +111.54.9 a76O 9-97.0 +75.01 A5.4 00' +51.81.51.8 +75,0141.8 +75.01-80.3 7T 74• •47.5/-07.5 +75.0144.6 a73.91-73.9 +45.01-05.0 +T5.0l490.0 770.01-70.0 24" 261/2" 37" B3" +16.01106.3 a)5,01-992 +74.5 /-74.5 sM,41410.4 +)5.0/-150.0 75.0/-150.0 +76.0/-032.5 75.01-107.0 q5.0/-1500 N5.01-1500 +75.01-115,9 +75.01-m.2 40' 5}7/B' +M.11- B.1 +75.01-99.7 •75.0/-07.3 64" M' +55.4 / -55A +75.01-90.6 +75.0 /.06.2 +61.51-51.5 N5.01.91.5 +7 5.0 4410.0 W' +48.31-48.3 -76.0/4850 +75.01-75.1 it+45.i/-45.] 74• N6.0/-81.3 +71.11-71.1 a45.01.45,0 +75,0/-80,0 +70.01-70.0 GLASS TYPES: A- 3/iW ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/4" ANNEALED GLASS D. 1/4" TEMPERED GLASS E. 13116' I.G., 118" ANNEALED, 9/16" AIR SPACE, 118" ANNEALED F. 13116" LG., 1/6" TEMPERED, 9/1e" AIR SPACE, 1/6' TEMPERED G,13/16"I.G.,3/16"ANNEALED,7/16' AIR SPACE, 3M6"ANNEALED PRODUCTSREhISiE PD'lorlUa H.13/10"I.G.,3/76"TEryIPERED, 7/1V AIR SPACE, 3/t TEMPERED e.liamy voa. 1.13"LG.,3/16"ANNEALED, 12"AIR SPACE. 1/0"ANNEALED No".. 17-0411.07 I J. J311W I.G„ Win' TEMPERED, 12" AIR SPACE, 11W TEMPERED saPlm9oo Data 07/27/2021 v Mlnml- x 'm4uc Conlin M1117: UPOATEO TABLE i Y LL K o O N O� K� U rn ry j 0o K toy zOrm a UV O ma o�m E z asZ ... W aa D •- O O O � m 4 W Imm d ZD N Z N W K v w=s o Z Z o O S. mu soa �4•s I 111pinrnlryi ` ONY LYN- �,,, NOTES - No 58705,P 1)FOR WINDOW SIZES IJOT SHOWN, GO TO NEXT LARGER '• {r= i WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN -O,o TTE I�l7OJ II WINDOWS, SUBTRACT I" FROM TABLE SIZE DIMENSIONS. '�6`ss)ORmI`..•,0���� 3) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. ��... I 11 A LYMI MILIEM1 P.E - P. E.tl 5B105 I i I Pals 1.. Maximum Design Pressure, OP(PST) XOX, 113 -1/3 -113 o,wai Wdth Ovare11 He19ht 01". Types A, E, 1,0 B. D. F. H,J G 4W 53118" 24' -75 0 1 -IM +75.0/-150.0 +75.01=150,0 +750 / -114. +76.01-05D 0 +75 D 11 -150.0 6T" +75.0 9-90.0 475.01-150.0 475.0l-123.8 68' +74.4/-7A.4 +75.01-139,5 +75.01-10Z3 72' +6251-625 +50.21.69,2 +75.0/-1172 +750/-11/.0 +76.0 -659 N5.01411A 71r 84' +40.9/-01.1 N50/47.9 +04.51414.5 44- . 57.3 4B P6 +750/-140.6 +75.0/114.6 +75.0-15SU +]6.01-150.0 +5Ul-1D..O +0-0053-118° ]0 NN. 5,O1900 50 -150060' +5.3l90" fib Q6.0-1023 2 0 O 6 757T .75.01.81.4 74" flPob"- + 55BJ,SI+30 +56.0/-55. 5311T v 36, - +71-150. 5048" +7501 A5D.0 00' +75.0/90.0 +75.00 +75. 1123B0 66". 74.41-74-4 +75A 1-139.5 N5.U/-1U2.3 72" +625/-625 +69.2/-66.2 75.01 -117.2 +76.0l-110.0 g 50105.9 N5.0/b1.4 74" OF em Mb.B 145.9 +76.0/-66.1 +63.i/bi3.1 +40.0 440.0 +76.0 7-75.0 +55.01-55.0 58" 531/0° 38*18' +75A/-116.6 +75.0/-110.2 +75.01-150.0 +75. 1/-150.0 '75,01.150.0 +75,01150.0 60, +75,0L90,0 +75.01 A50.0 +75.D1-123.8 6P +74,41-74.4 +75,01-1395 +75,01-102.3 72^ +62.5/-625 +75,01-117,2 g5.01-85.9 4 +59.2 -59.2 +]5,01-110.9 +76.01 01.4 B4' 90" 'MG.9/45.8 .146D/-051' +611 -03.1 +40.01-40.0 +]5.0 /45.0 i55.01.55,0 48" 53O 48„ 175.0/-90.0 +76.01-150.a +75, 01-123.6 +75. 0 11 -B3.1 +7G. -150,0 +T5,0/41 ,3 no, W, +75.01.75.0 +79.01-1421 +75.01-104.2 +70.8 -70.8 +75.01.1327 +75.01.97.3 72'. +02.5/-62.6 +75.0/-117.2 +7501-85.9 74^ +59.21-59.2 +75.0/-110.9 +75.0 -91.4 84' 00" +45.91459 N5.0/46.1 .0311-63.1 +40.0 400.0 +75.01-75.0 +55.0 - 55.0 FOR ANCHORAGE SLt Stitt 10 mOR 14. Maximum Design Pressure, DP (P-I) XOX, 1/3-113-113 Gvsrtll Width overall NOUN GIeeO Types A, E,1, C B, D, F, H. 3 G 0+ 631I8' 50-5's' +75.01.6 . +75,0/-150.0 +75.0 - D1 +750 -77.9 +70,91-70.0 +75. 11 -140.0 +75.01-132.9 +76. 11 -107.1 +75.O1-W.fi -W 03 +651/-6D1 +75,01-123.9 +75.01-WE _72' +62.1 I4321 +59.21-59.2 176.0/-118.5 +75D 1'110.5 +96.01- A +75.01.51.4 74" B4' Po" +45.8145.9 +76.0/A0.1 +63.1 M163.1 +40.01,a.0 +75.01-05.0 +55,01-55.0 AT 54° +76.01 d0.3 +72U/-72.0 N5.014A8] N5.O1-135.1 +]5.01-10].6 +75.0/-89.1 +65.51.65.5 N5 01-122.7 +75D I -00.0 +60.91- 0.8 H5.01-114.2 +]5.01.83.7 +97.1 / 57.1 +75.01-107.1 +75,01-78.0 +50.01 b8.0 +]5.0 /-105.1 +75.01.77.1 r714 + .91 -05.6 +]5.01 AU.1 +63.11-63.1 +40.0140.0 N5.O145.0 +55.01.55.0 60' +09.21.69,2 +7501-129.0 +75,01-119.2 +75.0/45.2 +7501.0].4 +9 61 576 +75.01-1080 +]501-792 +53 41-53,4 +75.01-100 2 47?61-735 *W.01-500 75SI-SAS +68,31-68.8 +49.0 / 49.0 175.01 -91.9 +57.41-07,4 W, UT+40,0140,0 +g4.71 -04] +75.0/413.9 +015/-61.5 +75A/-75,0 +55.01-55,0 4T 63' +65.51 fi6.15 +76,0/-122.7 +75,0/ 90.0 53 661 +60.1 /-G0.1 +75.0/-112.6 +75,01 W.6 g0^ i543/-54.3 +7601-107.9 +74.7/-74.7 +50.3/.50,3 +75.0/-94.4 469.21-69.2 72" 7q^ +47.11-47.1 +7601.E8.2 4047I.647 M0.1I4B,1 +75.O1-86,4 +83.AI-63.4 IN 90" +42,01110 +750/-78.7 +57.71 -5]l +10.0/40.0 +75,014bU I+55.0/ a5,0 GLASS TYPES: A, 3/113" ANNEALED GLASS B. 311IT TEMPERED GLASS C. 1/4" ANNEALED GLASS D. 1/4" TEMPERED GLASS E. 13/16" I.G., 1/5" ANNEALED, 9/16" AIR SPACE, 118" ANNEALED F. 13110" LO., 1/6" TEMPERED, 9116" AIR SPACE, 110" TEMPERED G. 13/16" I,G., 3116" ANNEALED, 7/16" AIR SPACE, 3/13" ANNEALED PRODUCT REVISED H, 13116" LG., 3/1W TEMPERED, 7/16" AIR SPACE,3/16" TEMPERED a511J1npTlI t, with me FI-Ids J. 1. 13/16" LG., 3/10" ANNEALEb, 7/2"AIR SPACE, 1/B" ANNEALED ROA-M. 17.0411.07 d. 13116" LG„ 311W TEMPERED, 1/2-AIRSPACE. 1/0" TEMPERED EnPlrminn Da 07127/2021 6y m1a,� -u a Pro �l rom.oi 312U17: UPDATED TMLE JI U y to N Y y u 'nny K B 0 m Q E FK m z CI z vo a W d C=JUo Ra Ja w ~o UU?- of O z omo tt W O X O m a IaeVs J Fa W S N N z •ms O z 0 x j W m 1+] LYNN 'Gem s :. NOTES I 1)FOR WINDOW gIZES NOT SHOWN, GD TO NEkT LARGER 50706 - ; WINDOW IN TABLE. 9 VAT . AO ... 2)OVERALL P AOVGE DIMENSIONS SHOWN. FOR FINoa10p.,'.\G\Z`� SUBTRACT i" FROM TABLE SIZE DIMENSIONS. EC1` WINDOWS, O21S/ONAI 3) SEE GLASS TYPE DESCRIPTIONS ON SI IEET 2. ^.... 11111` ury u11LLER. P.E. T^ Max!MUM Design Pressure, XOX, 114-1/2-1/4 DP (pet) 0r .0 Width D+e.11 He19N Glass Type A, E,I C B,D. F, H, J G ^ 631/0". 24' N5.0 - 50.0 +] .0 450.0 + .0 - 50.0 +75.0 - 50.0 P-6.0/-150.0 +75.0/-15D.0 a76.0/405.2 +75.0)-150.0 +75.01-150.0 +75,01-105.2 +75.0 -159.0 +.01-15D.9 75 �750/-150.0 +75.0/-150.0 +76.U/-150.0 a75.06 On, ]P gq^ +7501431.0 +]5.O1-B .6N50/-150.0 g5.01-112R 9T W63'8" +62.5 h82.5 +62.5/-826 +750/-11:2 +76.01.850 +6L41-51.4 +51.4 -57. T /-96.4 100" +500 f -50. 0 /-50.0 +50F.75.01 +75.01-93.8 +BB.B / -6B.B III, 12-W +4T.9 1470 / 47.9F+7 l-89.3 +65,518e.6 +41.7/417/41.71-78.1 +5].31.5T.3 40• 26" +75, 01 J60.0.1 +7501-15UM1-150.0/-150.0 A500 l-1500+750 11500 +75,0/150.0 Sir +]5.01.160.01.150.01-15U0 +75.01-10521-105.2 -50.0 +75.01-150,0 r]5.0/-1Mg601.816/-81.8/-150.0 74" +75.01-112.2 9B" 5/-62.5/-117.2f00318' +50.B1-00.8/-50.8/-05.5 N00/-]00 f 08' +49.51.49.6149.51.92.7 +'00.0/60.0 111• 12W *46.81-d0.814590J-ee.0 +61.6/-84.5 +40,7 / 40,7 +40J140.7 +75.0 /-76.4 +56.0156.0 30Sell +76.01--131.2 +7601119.0 ++775s.0.B / - +75.01-137.7 +75.01-105.2 475.01.150.0 ++7755...00//---11555000....000 0+75.0/-M.6 761-1 +750/-050.0 a7 50/-150.0 ++N7T565,...00.0 51W02...0 s14t8.e2 / N74* +B2.5/-625 +7501.117.2 +750145.9 +60,91-50.9 75.0/-94 +70,01-70.0 R +49.4149.4 75.0/-926 +691-0Z9 +40.7/4U7 +75.01-6T.7 +84.3l44.3 0.0/40.0 4 +550/550 69^ 3B-3I6, +75,01-133.9 +75.01425.7 -MUM-1 gO/-15DD +750/-117.5 +750/40,, 50/1500 +7501-150D +79.0/1 W.200 +75.0/-144.6 TT B4 BO` 100�310" 75.01-1.2 +75.0l.-78,7 +]5.01 -81.0 +75.01 -150.0 +75.OP-1122 a625142.5 +62.51-02.5 +75.01-1172 +75.01415.8 *SO.B/-50.8 +EO.B/-50.0 +75.0/-B54 +70.0/-70.9 +49.4/49.4 +49,41 A9.4 +75.0/-928 +B].9/-8].9 100" 111" 120' +40.7 /-M1.7 +46.7145.7 +75.0/-07.7 +040/-64.3 +40,01AU,D +40.O 140U 475.0 7-750 +55.0/-55.0 48" 53116' 48' +75.0/-03,7 +7501-100.0 +75.0/-1600 +75.0l 137.5 ♦75.0/-827 +]50/-93,0 +76,01 A50.0 +75.0/-12T.8 +75D/-76.6 N5.0/-65.6 f75.0/-150.0 +7577 .0 41 DO• 7q^ N5.0/-76,0 +]6.0/d5.8 +750/-140.0 +75.01104,0 +G3.B1-B30 N7:21 d1.2. +75.01-133.5 +75.01-97.0 tOBJ18" +B2.51-fi2.6 -75.01-117.2 +75.01 A5.9 +50.Bh50.B r50.8160.8 +95.0/-95.4 a70.0/-00.0 t0B' 17P +d0.4/4B.h +49.4/48.4 +75.0/-920 +87.9167.9 +q0.7/-46.7 +dB]/-0B.7 +75.01-87.7 +64.31 -64.3 ip^ +q0.0/-40.0 +4001 -00.0 +75.0/-T5.0 +55.01.560 Maximum Design Pressure, DP (pslf XOX, 114-112-1/4 Overall Width 090 ROOM Glass Types A. E,1 C B, D. F, H.J G 6• 53418" 76.0 -82,1 +76.0 -93. +75.O1 d50.0 +] ,Ol-128.0 +75.O1-7BJ +7KTT:9 B+75.0/-150.0+750/-119.3 BP +9.5/-7L5 +75.0/ 79. +75.01-149,5 +7501-1096 74' 64' +T0.0/40.0 +80.51-60.5 470,01-70D +65.51-05.5 +75.01 A31.2 +75.0/-122.9 07501.90.2 +75.01.90.1 OF 10&31B' 'S0W8..-56.3 +62.01-020 +75,0/-718.3 +)5.01 d5,3 -50.9 +50.91-50.9 +75.01-iSA +70.01-70 049.4 +49,4149.4 +7 2.6 +67.9 4437.9 1487+467146 '=OT,T.• KM.3120' 1 -00,0 +40.0/-0D.0 + +550/-550 4B"/-75.2 63-018- p4GO,91 +75.01-06.4+75.0/-150.0+]5.0/-1180 1-73.2 +]6.O1410.0 +]5.0 /-1498 +750/110000' / -65.9 1-63,9 +71.3 / -73,3 +63.9/-63.9 +75.01 137.3 +750I419.B +75.01 100.7 +]5.01 -07.884" 74' /-57.0 45951 -595 +750/111.5 +75.01-BL8 m0-3/B" 1-52.2 +559/-65,0 +i501-104.6 +76.0/76.8 +,/4&3 45049/50.9 +750h96A +70.01400 106, +4Z3/A7.3 +49.4149.4 .75,01-92.6 +67.91-57.9 111" 120- 140.0140.0 146.11-E6.7 +75,01 A7.T +6431 -64.3 +40.01-00.0 ;-M 0140.0 +75.0 / -75,0 +55.0 / -55,0 48' 5111B" 60, 7e7.6I.676 +75.01-76,0 +76.0 /-1 42.5 +75.01-104.6 +83.1/-83.1 +70.2/.70,2 475.01-131.8 +75.0190.5 60' +57.71-57.7 +04.0I.04.0 +75,01-720.0 +75.0/-06.0 74• +55.3/-55.3 +55.3/-55.3 +75.0/403] +75.0l -76.0 84" 90' 106-316^ +fi0.31.50.3 +51.1/-51.1 +75.01.85,0 +70.3/d93 +47.5 / 47,5 44T.5 / 47.5 +75.01 -09.1 +65.3155.3 +43.5/43.5 +45.3/45.3 +75.01650 +823102.3 108' +42.9142.9 +45,0/45.0 +75.0/-044 101.91.61.9 +41.7141.] +4461446 +75.0/-03.6 +m.31+11.3 111" 120'• +38.71-38.7 *40.014oD +7501.75.0 *55.O1.550 48" 53-118'• 63. +65.01.85.0 +717/-7L7 +75.0/-INN '75.01-98.6 +58.61-EB.B I54.8 +66.1 /-G6,1 +75.0/424.0 +]501-90.9 60" +54.B +60.21 -802 +75.O1-712.9 +i5.01 628 +51.B/-51.8 +51.B/51.8 *7G.01-W.1 *]L2/d1.2 try• +4]7/4].7 +47TTA7,7 t]5.U1 A9.5 +65.8/4i5.B 04' eB` 106-3/0'• +M.2/44,2 +M,2/44.2 +75.0/A28 +60,B/-60.8 417 4417 +4,014,a +75.0/-76.7 +57.71 -57.T 100" +41.1 441.1 +41 7 441.7 +76.01-78.2 +5011.58 +39.91-39.9 441.2141.2 +7 001.77.3 7 a5671.507 111" 12B +36,91 -36.9 +40.0/40,0 +75.0115.0 +55.01-55.0 GLASS TYPES: ' A. 3/16' ANNEALED GLASS B. 3116" TEMPERED GLASS C. 114' ANNEALED GLASS D. 1/4`TEMPERED GLASS E. 13116" LG., 1/1" ANNEALED, 9/10" AIR SPACE, 1/8" ANNEALED F. 13/ 16' I.E., 1/8" TEMPERED, 9116" AIR SPACE, 11W TEMPERED G. 13716"I.G., 3116"ANNEALED, 7116",AIRSPACE, 3/16"ANNEALED PRODUOT REVISED 1-L 13116" I.G„ 3d6" TEMPERED, 7/16"AIR SPACE, 3/16"TEMPERED a vim w0u lna FIODNA ealiJ oq N"T I. 13116" I.G., 3116"ANNEALED, 1 /2'AIRSPACE, 1/0"ANNEALED 17-0411.07 J. 13116" I.G., 3116"TEMPERED, 112" AIR SPACE,1/6" TEMPERED Non -ND. en9hmws D.I. 07I2712027 3/ 4117: UPDATED TABLE > i 3 LL 'wa � O q O W rU' N a5. TM Oa, N U a 0 O J o rc -LLB 4 W N a `x ui a wwB was X 0 O x � Kof of Imes ®g C r 0 N O w W Z O 0- olmi = Z o 0 u J O1 Q W O. 2 X vry! me0 e'I^'s 1P111n n11/,7 7 NOTES 1)FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER Na. 50705 ]*ir? WINDOW IN TABLE. v A tl ' : I11� ST TE F 4U 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT VENOM TABLE SIZE DIMENSIONS. SOT'., S�1N...i", p 3) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN MILLEP, P_E PtlL Anchor quanlltles, %O aOX with GlasSTY pes A, E, I & C Owrdl Width 0wlall Halghl Anchor GmupA Anchor GmupB Anohar 0rwp0 Hand &801 Jamb Hand B Bill Jamb Haad&S01 Jamb 2 26-11Y' IA' t+C2+1 2 1+C2+1 2 1+C2+1 2 NC2+1 2 1+CO2+1+1 2 1+C2+1 2 3T NC2+1 2 1+C2+1 2 NC2+1 2 4a• 51118' 7+C2+1 2 HC2+1 2 1+C2+1 2 7+C2ai 2 NC2+1 2 1+C2H 2 54' 1aC2+1 2 1+Cz+1 2 1+C2+1 2 60 NC2+1 2 1+C2+1 2 1. .1 2 se' 1+152+1 2 7+C2+1 2 1+CN7 2 77 74' I+C2+1 z 1+C2H z 1+02+1 2 NC2+1 2 1+02+1 2 1+C2+1 2 2V Z&DT 20' NC2+1 2 NG2+1 2 1+C2+1 2 1+C2+1 2 - 1+02+1 2 7+C2+1 2 37" 48- 53.1/6" 002+1 2 1-02+1 2 1+13+1 3 NC2+1 2 uc2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1a Czat 2 6A• 1+C2+1 2 1+C2+ 2 1+C2+1 2 6T NC2+1 2 1+C2+1 2 1+C2+1 2 fib' 1C2+1 2 1+C2+1 2 1+W+1 2 7V ]4" 1+c2+1 2 NC2+1 2 1+C2+1 2 NC2+1 2 NC2+1 2 1+02+1 2 24• 261/2' 36. 1+02+1 2 1+C2+1 2 1+C2.1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 37• 1-C2+1 2 i+C2+1 2 1+C2+1 2 4W 634/6• 1aC2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+CZ+1 2 54' 1+132+1 2 17C2+1 2 1+C2+1 2 BD' IaCZ+1 2 1+C2+1 2 NC2+1 2 Or 1+C2+1 2 1+C2+1 2 1+C2+1 2 72" 74- t+C2+1 2 1+C2+1 2 1+CZ+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1. 3�3. 1+C2+1 2 1+C2+1 2 1+C2+1 2 2&1/ I+C2+1 2 1+C2+1 2 1+C2+-1 2 37• 46' 611/6' 14C2+1 2 NC2+1 2 1+c2+1 2 1+C2+1 2 NC2, 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+CZ+1 2 54• 1+C2+1 2 HC2+1 2 NC2+1 2 CA° 1+CZ+1 2 1+U+1 2 1+C2+1 2 60' 72' 74' NC2+1 2 HC2+1 2 1+C2+1 2 i+C2+t 2 I+C211 2 1+C2+1 2 +C2+1 2 1aC2+1 2 NC2+1 2 24• 26.1/2' 48' 7+C2+1 3 1+C2+1 3 1+C2N 3 NC2+1 3 NC2+1 3 7+C2+1 3 HC2+1 3 NC2+1 3 1+C2+1 J 3T 4a' 63-1/0, 56" NC2+1 3 . I+C2+1 3 NC2+1 J 14C2a1 3 NC2N 3 1+C2+i 3 4C2+1 3 NC2 3 NC2+1 3 60• 1+C2+ 3 1+C2+1 3 1+C211 3 66' 1+C2+1 3 1+C2+1 3 NC2+1 3 3 1+C2+1 3 1+C2A 3 72' 1+CZ+1 taC2+1 3 1aC2+1 3 NC2+7 3 74' Anchor Quantf0es, XO or OX wills Glass Types A, E, I & C 11 h Olerall Hdght AnohorGmupA AncbmGmupS AnchorGmopC Head& 6111 Jamb Heed&6ill Jamb Heed 8 6111 Jamb 60 513' 1+C2+ 3 NC1 3 +C2+1 1+C2+1 3 NC2+1 3 I+CJ+i 3 1aC2+1 3 NCN1 3 I+C2N3 1+C2+1 31+C2+18' 1+CN1 3 NC2+1 3 1+C2+1 3 i+C2a1 31*C2+1 3 1aR+1 3 fl. 1+C2+1 3 1+C2+1 3 1+C2+1 3 HQ+1 3 1+C2+1 3 1+W+1 3 NC2+1 3 1+CA1 3 1+C2+1 3 1+C2+1 3 NC2+1 3 1+C2+1 3 54'NC2+t 1+C2+1 3 I+C2+1 3 11+CN1 32' 1+C2+1 3 NC2+1 3 1+G2+1 3 1+C2+1 3 1+C2+1 3 1+CN 3 8" 1+C2+1 3 1+C2+1 3 1+@+1 3 1+C2+1 3 1+C2+1 3 /+C2+1 3 3 1+C2+1 3 1+C2+1 3 1+C2+1 .3 1+C2+1 3 +C2+1 3 1+C2+1 3 NC2+1 3 1+Cz+1 3 7T 7p 1+C2+1 3 1 -C2+1 3 1+C2+1 3 UC2+1 3 7+C2+1 3 1aC2+t 3 24° 26-1/T fi0• NC2+1 3 1+Q-1 3 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 3 37, 3T NC2+1 3 1+C2+1 3 1+C2+1 3 53-T C2 1++1 3 I*C2+1 3 NC2+1 3 NC2+1 3 1 +C2+1 3 1+C2+1 3 se 1+C2+1 3 1+C2+1 3 - 1+C241 3 60' 1+C2+1 3 1+CZ+1 3 HC241 3 or 1+C2+1 3 1+C2+1 3 1+C2+1 3 7T 74" 7aC2+1 3 1aC2+1 3 1aC2+1 3 1+1+1 3 1+C2+1 3 1+C2+1 3 24" 2&11T B3. NC2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 48' 511I0' 1+C2 3 1+02+1 3 NC2+1 3 N*1 C2+1 3 1+C2+1 3 NC2+I J 1+CZ+1 3 NC2+1 3 NC2N 3 54' 1+C2+1 3 1+C2+1 3 NC2+1 3 60' 1+C2+1 3 1aC2+1 3 I+R+1 3 1+C2+1 3 NC2+1 3 14C2+1 3 68' 7T NC2+7 3 1+CL+1 3 N1 3 74' 1+C2+1 J 1+C2+1 3 PC2a C2+1 3 TABLE KEY: 1+CO 'X2+1 3 —ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES ACLUSTER OF(2)ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4° MIN. O.C. ANCHOR SPACING) J 18 3/4° MA I%.-.-4° MIN., 10-1/2" MAX -1� 9" MAX. y p MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) IdOTES 7) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1B 3/4° MAX. FROM CORNERS, JAMBS: W MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NGXT LARGER WINDOW IN TABLE, 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED with IFe 11.11da bucomplying ilding Cade 17-0411.07 NDA-No. e.pbmtan Data 07/2712021 D Mlam- a ro act onlro ]Y44117: WDATED TA3LE 8 ELEVATION. N nnz rc a 3 O O o N V O V N O ad z z�e y w a t V Ud¢ 4a F Z a A — Q' w, W aN o ozm w X O J X Iaary G Z }}Q F N O N O W Z p •Na O= o o � � 4 ZOZ Q = aq{ zq •rns w c" Anchor QUantitles,XO with Glass Types or OX B, D, F, G, H & J O,tnaf Wdlh OW1.11 Haigh l AnchorG7.pA Anchor GmupB AnchorGmupC Head Heed & 31II Jamb Heed&Sill Jam P4' a1 2 TC2+ 1+C2+1 2 l+C2+i 2 3r 1+C2+1 2 1+C2N 24a- 53-1/B' 1+C2+1 1 2 1 1+C2+1 I 2 2+C2+2 2 HC2+1 2 I+C2+1 2 447 2aC'N2 2 PC2+1 2 1+CP1 2 60' 2+C2+2 2 1+CN1 2 I+CZ+1 2 UT 2+C2+2 2 1+C2+1 2 1+C2+1 2 7r 74° 2+C2+2 2 1-C2+1 2 1+C2+1 2 2+C2a2 2 7452+1 2 I+C2+1 2 24" 3&tl2' 20r NO2+1 2 1+02+1 2 I+C2+7 2 1+C2a1 2 NC2+1 2 1+CE+1+1 2 37' 1+C2ai 2 NC2+1 2 1+C2+1 2 4T 53-1/a' 2+C2+2 2 NC2+1 2 14C2+1 2 1+C2+2 2 1+C2+1 2 1+C2+7 2 6 2+C2+2 2 +C2+1 2 HC2+1 2 60' 2+CN2 3 1+C2+1 2 7,02.1 2 Car 2+02+2 2 1+C2+1 2 NC2+1 2 72' 74° 2+C212 2 /+C2+1 2 NC2+1 2 NC2+2 2 1+C2+1 2 1+C2+1 2 24' 2&1rr 3G I+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 z 1+C2+1 z 1+C2+7 2 3Y RC2N 2 1+C2+1 2 NC2a1 2 4B' 53.1/0' 2+C3a2 2 I+C2+1 2 7+CNI 2 NC3+2 2 1+C2+7 2 17CNI 2 54' 2+p+2 2 1+G2+1 2 1+C211 2 00" 2+C2+2 2 1+C2+1 2 la C2+1 2 66' NC2a2 2 1++62+1 2 1+C2+1 2 72' 74' 2+C2+2 2 1+C2H 2 I+03+1 -2. 2+C2+2 2 I. 1+C2+1 2 14C2111 2 q° 28-VT 1+C2+7 2 I+C2+1 2 11C2+1 2 I+C2+1 2 .CN7 2 1+C2+1 2 37' 40 1+C2+1 2 1+G2+1 2 1+02'1 2 2+03+2 2 1+C2+1 2 1+C2a1 2 51I/B' 5d' 7�p 0• > .2+M+2 }2+C3+2 2 2 1+C2,1 1+02+1 2 2 1+C2+1 I+CN7 2 2 60' 2+C3+2 2 1+C2+1 2 1+C2+1 2 66. NC2+2 2 1+C2+1 2 I+C2+1 2 Y .4h74'i 2+CN2 2 HC2+I 2 2+CZ+2 2 I'd r21i 1+CN1 2 Z4' 26-11T 46, 1+C2+1 3 — C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+1 3 37• 46' 53-1/B" 1+C3+1 3 1+C2+1 3 I+C2+1 3 NCA+2 3 1+G2+1 3 7+C2+1 3 2+C4+2 3 NC2+1 3 1+C2+1 3 64' 2+G+Z 3 1+G2+1 3 3 BO' 72" NC3+2 3 1+C2+1 3 17C2+1 1+C2+1 3 NC3+2 3 1a CN1 3 1+C2+1 3 NC3+2 3 1+02.1 3 1 AC2li 3 7A' 2+C342 3 1+C2+1 3 1 +C2+I 1 3 Anchor Quantities, XO or OX with Glass Types B, D, E--, G, o,a,.l Wldlh O .[l Height Anohor GroupA Anchor Grwp5 Anohor Groui,C Head&Slil Jamb Head&Sill Jamb Head B Sill Jamb 4 2e-1/r 60513, + 22+ 3 +CP+ 3 1.C2+1 3 1+C3+i 3 1+C2+1 3 1+C2+4 3 3r7+p+1 3 1+Q+1 3 I+CNt 3 40' 53-1/0' 1+C4+I 3 1+CNt 3 1+C2.1 3 N +2 3 1+Rvl 3 1— 3 54• 2•C4+2 3 T. 3 1 +UC2. 1 3 6w 2+G+2 3 1+C2+1 3 1+C$+1 3 66' 2+C342 3 1+CN1 3 1+C2a1 3 7Y 74' 2+C342 3 1+C2+1 3 1+4+1 3 NC3+2 3 1+C2+1 3 i+Q+1 3 24" 2G /2" 54' 1+C3+1 3 NC2+1 3 1+C2+'I 3 1+C3a1 3 1+CtN 3 1+C2+1 3 3]" NG3+1 3 T.0 3 1+C2+1 3 'm 63,118" NC4a1 3 1+C2+1 3 1+C2ai 3 2+C4+2 3 NC2+1 3 NC2*i 3 64" 2+C4+2 3 1+,,+1 3 iro2+1 3 00" 2+CA+2 3 i+C2a1 3 1+C2 +1 3 66" N12 C3 3 1+CL+i 3 1aC2 +1 3 727 7C N5+2 3 1. NI 3 1aC2+1 3 2+C3+2 3 I+CNI 3 1+C2+1 3 24' 60' 1+C3+1 3 i+C l 3 1+C2+1 3 28-1/7 1+C3+1 3 1+CN1 3 I+C2a1 3 37' I+Ga1 3 NC2+1 3 1+C2+1 3 4W I+G+1 3 1+C2+1 3 1+W+1 3 5341W 4C4+1 3 VCNt 3 NC2+1 3 54, NC4+1 3 1+C2N 3 I+C2+1 3 60, 2*C4+2 3 1+C2N 3 1+C2+1 3 ow 2+01a2 3 7+C2+1 3 1+C2+1 3 --3_ 72" 74" 2+C4*2 3 1+C2+1 3 1+C2+1 2+C3+2 3 1+C2+1 3 NC2+1 3 2q" 2U-1/2' 63. 1+C3+1 3 1+C2+1 3 NC2+1 3 1+1,1 3 11C211 3 1aVZ+1 3 3r 46' 53-1I6' 1+G+1+1 3 NC2+1 3 1+C4a1 3 1+C2N 3 1+01a1 3 1+CN1 3 56' 1+G+1 3 1•C2+1 3 M13 60' 66' NC4+1 3 1+CE+1 3 2+G+2 3 YC2+1 3 7r NC4+2 3 1+M+1 3 2+C4+2 3 1+C2+1 3 TABLE KEY: 0 X F2TC-44 ZT 3 —ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (4) ANCHORS CENTERED ON THE MEETING RAIL PRODUCT REVISED PLUS 2 AT OPERABLE ( ) ANCHORS s vlYing wub Iha Radaw eullaln8 coJc VENT AND FIXED SECTION. (8) rloA+ro. 17-0411.07 ANCHORS TOTAL AT HEAD AND SILL. I I e"v1•.uw. U.I. 0712712021 (4- MIN. O.C. ANCHOR SPACING) I mi di ra / n r- 183/4"MA%. MIN., I�4 3rzuv: uronreo natEs L� 1— 1+ 9 M�` y I� 0 � ELEVATION. N MTG. RAIFT EXAMPLE CLUSTER W/QTY OF(4)ANCHORS o g o (SHOWN IN TABLE KEY ABOVE) n N O a •. T u ra zu s U ea intt ? 3 1 0 ww .w Duo r>y oz W U LL OO Y N K fle,15 QG. oO F 5 W O nm6 x W NOTES ] Q U R 6' T 1)—WINDOW OP/ANCHOR QUANTITIES ARE BASED ON THE .m.A �rv^s FOLLOWING DIMENSIONS: HEAD &SILL: 101/2'MAX. ON EACH SIDE OF `rtar rrr+d MEETING RAIL CENTERLINE. o��Qt%i LYNA, 18 3/4' MAX. FROM CORNERS. 2' JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX. O.C. j A. i No6870.5 it 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER Z, WINDOW IN TABLE. STATE ;' 7[,�: 3) OVERALL FLANGE DIMENSIONS BROWN. FOR FIN SIZE DIMENSIONS. •....... ..:'G��: WINDOWS, SUBTRACT 1' FROM TABLE dS701JAL EN,+ 4)SEEGLASSTYPE DESCRIPTIONS ON SHEET 2. ALYNN NIUEn, P.E RL B: Olemll Wldlh B" b&110" Overall Height 24 26' 36" 38418. Anchor Quanli0es, with Gless AncborGmvpA Types XOX 113 -1/3 A, E, I & Ambor Coup -1/3 C Anchor GroupC C+erall Width 0" 53-10' Owall HeIghl 5DS/B' S4, �, BY1+C2+1aCP+1 Anchor Quantities, with Glass Anohor GroupA Types XOX 1/3 -113. A, E, i Anchor Gmup5 1/3 & C Anchor GMUpC Head B alll +4 + aC2r Jamb 2 H¢.d & 3111 +C2l4aUN Jemb 2 Head & 3111 +03+ +C2+1 Jamb 2 Heed a Slll +C « ♦C2a1 Jamb 3 Head8 5iil I+C2+ a 2a Jamb 3 Hoad & SIII +cP + a Jamb 3 1+C2+1+C2+1 3 HC2+IaC2+1 3 HC2+1+C211 3 14CZ+I+C211 2 702+I+C2+1 2 14C2+1+02+1 2 PC2N+C2N 3 1+C2rHC2+I 3 IaC'2+1+C2H 3 00" I+C2r HC2a1 2 1+p.N+C1N 2 t+W I+C2+t 2 Sir IaCF+1+C2a1 3 1+C2H*CN1 3 NC2+HC2N 3 1 1+t3+F+C2+1 2 1+C2a{+C2+1 2 1+C2H+C2al 2 68' 7Z iaC2+ aC +1 2 I+C2N4C2+1 2 HC2+t+C2N 2 72' t+12 1 C2+1 3 HC2+0C20 3 1+02+1+132+1 3 1+C2a1+C2+1 3 1+C2a1+C2N J 1+GA11 C2+1 3 74' 1+C2+1+C2H 2 HC2+1+C2r1 2 HC2NaC2+1 2 T4' HC2N +C2+1 3 1+C2a 14C2+1 3 H 1+C2+N 1 3 IN- +C2+HC2+1 2 bC2N1 •C2t1 2 1+C2N+C2a1 2 0T 1aC2N+C2+1 1+C2N+C2N 3 3 i+C21 bC2+I I+C2+1+C0N J J NC2N+C2N NC2+HC2+1 3 3 BO' 4a' 53118' HC2+1+CJ+1 11C2+1+C2+1 2 2 +C2N+C2+1 I+C2+1+c2+1 2 2 1+C2a1+C2r1 1+CY 1+C2+t 2 2 90- 43' 5}1/B' 1+C2+1+C2+1 3 I+C2H+C211 3 7ac2N♦C2+1 3 1+C3N+C2H 2 f*CNHC2N 2 HC2+HexN 2 1rC2N+C2r1 $ HC2+1rc2+1 3 NC2+NC2+1 3 B3' HC3+1-C2a1 2 HC2+1+cp.1 2 Hc0+1+C2+1 2 aw 1+02+1+C2+1 3 HC2+N C2a1 ] HC3+1+L2r1 3 3 60' PC2N+C2r1 3 HC2+1+C2+1 2 1+C2+1+C2+1 2 BB' i+C2N+CZN 1 faCN1+C2+1 2 HC2N+C2+1 2 72' f+C2+NC2+1 3 HC2a1+C2a1 3 NC2H+C2N ]2' HC2+1+C2+1 3 HC2+1+C2a1 3 1+C2+I+C2v1 3 74" ev 1*G2NaC2Fl 2 HC2+i+c2+1 2 1+C2+HC2N 2 74' BT I+CZ+1+C2+1 3 HC2H+C2N J 7ac2+I+C2+1 3 HCY TlC2N 2 HC2aNC2+1 2 NC2+1+C2a1 2 HC2+HC2N 1+CZ+1l02+1 3 3 1*C2+IaC2+1 HC2+HC2+1 3 J HC2N*G3N+1 HC2+HC2N 3 3 08" 40' I+CH I.C2a1 HC2N+C2H 2 2 I+C2+1aC2a1 7+C2+1+C2+1 2 2 HC2+t+C2+1 HC2N+CZN 2 2 so- 4V 6}110" 1+C2+1+C2+1 3 1rC2+1+C2H 3 1+C2+HC2lI 3 5}1IB' I1G2+1+C2H 2 I+c2+HC2N 2 I+C2+1-C2+1 2 1+C2+I+M41 3 HC2N+CZN 3 HC2.N+C2N 3 60• I+C2r1+C2+1 2 HC2N*C2H 2 HC2N+C2+1 2 0tY 1+C2+1+C2+1 3 NC2+ta 02+1 3 1+C2a HC2+1 3 3 fifi' I.W+1+C2+1 2 HC2+HC2N 2 HC2a1aC2+1 2 fib' T2 1+C3H+C2+1 2 1+C2+1+GN1 2 1at3N+C2+1 2 T2' 1+C2+HC2N 3 1+C2at+C2N 3 1+C2N+C2N HC2N+C2N 3 HC2N+C2H 3 HC2N+CH1 3 74' I+C 0.1 +1 2 1+CY+1+C2a1 2 1aC2+1aC2N 2 74" t+C2a HC2+1 3 1+C2a1+C2+1 3 HC2+1+C2N J B4' HC3+HC2N - 2 1+CT+1+C2+1 2 I+CZ+HC2+1 2 M' 1+C2a1«12N 1+C2+1«C3+1 ] 3 7ac2+7aC2+1 1+C2H+CY+1 J 3 1+C2at+C2+1 1+C2+1+C2H 3 ] BO' 40' fi}1/4 I+C2+1+C2+1 I+=O.C1+1 2 2 HC2N+C2+1 I+C2H+C2+1 2 2 1+C2N.C2r1 HC2N+C2H 2 2 BO' 40" 5}118' HC2+1+C2N 3 1aC2N+C2H 3 1+C2+1+Mal 3 HC2+HC2N 2 1+C2r1+C2+1 2 1+C2++1+CZ+1 2 1rC2+1+C2H 3 1+C2a HC2N 3 HC2N+C2H 3 68 HC2+NcaN 2 HC2N+C2N 2 HCZ+I+C2+1 2 68" 3 1+C2H+C2H 3 1+C2+-1aCH1 3 66' 2 HC2a1+C2+1 2 1+02.1rC2a1 2 06" 1+CA1+C2H 7ac2++-4N 2 HC2N+C2H 2 1lC2+1+C2+1 2 7V TT 1+CZ+1+C2N 3 1+C2H+G2N 3 1+G2+11 C2+1 3 72, T4' IrC.2+HC2N 3 taC2+1+CNI 3 t+C2N+C2N 3 1+C2H+C2+1 2 +L2N+Cni 2 7ac2+HC2+1 2 +G2+1+C2+1 1+C2+1+C2N 3 3 1+C2N+C2N HC2+I+C2H J 3 1+C2+HC2N 1+C 12 +a �+ J 3 M' 1+C2H*C2H 2 HCH1+G2+1 2 1+C2+1+C2+1 2 a MY 00' HC2+1+G2+1 2 I+C2+Hc2+1 2 3 1+C2+HC2+1 HC2N+C2+1 2 3 40" 5}116• 40, H H C2+C2N 3 HC2+1+C2+1 HC2N+C2H 3 i+C2aI+C2H 3 HC2+I+C2+1 3 60• ow HC2+14C2N 3 HC2+1+C2+1 3 1+CZ+I+C2+1 3 1+c2H+C2+1 3 HC2+1+C2+1 3 +c2N+C2N 3 ]T 7V 1+C2+1+C2+1 3 I+C2+IaC2+I 3 1 I+C2+1+M+l 3 MM 1I 2+1 3 HG2+1+C2a7 3 M' 0P HC2l4+C2H 3 HC2N+C2N 3 1+C2+1aC2+1 3 HC2N+C2+1 3 1+C2+1+C2a1 3 1+@++I+CZ+1 J TABLE KEY: X 01 X r1+C2+1 C2a1 3 —ANCHOR QUA141 ITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(2)ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS (1) s v1 a^ ww+ma vro0e, emia°ma '� , ANCHOR AT EACH OPERABLE VIEW uow-nc. 17-0411.09 PLUS (1) ANCHORS AT FIXED SECTION. E,+pirallon pat 07/272021 (9) ANCHORS TOTAL AT HEAD AND SILL. ey .1m1! (4" MIN. O.C. ANCHOR SPACING) r^aoclp^mrm 25 3/4" MAX. 10-12"MAX. gELEVAPCN. ]rz4/I ]: UPOAI'EU TABLE 8 �I-rrtr+4"MIDI., V. MAX. 1 J: O X_ -�-1il,_` �,---� a L—� 'JI— do iJ 'n UL n•u MTG. RAIL, TYP. o o O p EXAMPLE CLUSTER W/ QTY, OF (2) ANCHORS a 0 "`° a w 7 (SHOWN IN TABLE KEY ABOVE) ce m Cy� 2 W — R¢ 3 i vrz° W!aa. 4 O Z m W S2LL O a ,.ws to 1— 9 C Z X 0 N X Z +,ors Of O o t O o u L U e IY NOTES 1)WINOOW DP/ ANCHOR QUANTITIES ARE BASED ON THE 4 rwt Z tov m ^rv^s FOLLOWING DIMENSIONS: HEAD &BILL: 1012"MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. +t,,tl 11rr.r7 �1 N 3/4' MAX, FROM CORNERS. DENSE ���((�% JAMBS: 95MAX.MAX F FROM CORNERS AND 22 11/2'`c`N MAX. O.C. i No. 53705 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.rRTEUP = - 3) OVERALL FLANGE DIMENSIONS SHOWN. FORFIN �'1`X.'..a/OR1DA '� %7 S5./ONAL WINDOWS, SUBTRACT 1- MOM TABLE SIZE DIMENSIONS. LNG �C r1117'I 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. 111'1111+ A. N,. MILLER1 WId% 24' 26' sw 3BS1B' 4W H&J +C251+C2+ 2 HC2+HC2+1 2 1+C2+H C2+1 2 I+p♦HC2H 2 NC2H+C1N 2 HC2lHC2N 2 I4C2N+C2+1 2 (1+C2+14C2+1� 2 )HC2hHC2a1 2 Anchor Quantities, XOX 113-113.1/3 with Glass Types B, D, F, G, H & J Oumll Width Ommil Rdght Anchor GroupA And,o101--PB Anchor GmullC Head & SIII Jamb Head & Sill Jamb Head & SIII Jamb —77j'— 66579 +pit+p+f 3 ♦ 2+1+ 2+ —3 1+C2*12C2+ 3 I+p11+13a1 3 i_.a7+ G2+1 3 HC2+I+C2+1 3 SIT 1rpaVp+1 3 Np+1+L2+1 3 1+C2+1+C2N 3 Bw 1+p+l+p+l 3 1+p+1+C2+1 3 1+p+11C2+1 3 7T I+pH+C3+1 3 I+C2+1+C2+1 3 i+02+1+C2+1 3 TT 'Hp+pC3+1 3 14C2+1+C2+1 3 1+C2+1+C2' 1 3 Be A0' HC3+1+C3+1 3 HC1+I+G2+1 3 1+C2+1+G2+1 3 1+0241+C2+1 3 1.C2+1+C2+1 3 1+C2+I+C2+1 3 4w S}11B' �• 11W+1+p+1 3 1+C2+HC2+I 3 I+C2+1+C2+1 3 Hp+1+p+1 3 HC21i+ +1 3 J+C2+HC2+1 3 613' HpIHpN 3 Hp+Hpll 3 T4C2H+CVl 3 60' 1+C3H4pN 3 1+C2+1+C2+1 3 1+C2+HC2" 3 iT T+ +p+1 3 1+C2+HC2+1 3 1+02+1+C2+1 3 74' 1403r1+C3+1 3 1+C2+1+pai 3 1+C2+HC211 3 BR Aa" 1+CYlaC3+1 3 T+ 2+t+C2+1 3 1+W+IIC2+1 3 Hp+1+C3+1 3 H0E11+C2+1 3 1+C2l I+C2+1 3 4B° �, t+p+l+C3+1 3 I+C2+1+U 1 3 H702+I+02+1 3 5}11B' 1+C3+1+p41 3 1+C2+t+C2+1 3 HC2+I+C2+l 3 1+p+1+p+1 3 1+C211+C2+I 3 1+C2a H C2+1 3 GT 1+C3+j.C3H 3 HC2+1+C2+1 3 HC2+HC2+1 3 7T I+pH+C3+1 3 1+C2H+C2+1 3 HC2NaC2+1 3 74' 1+p+1+C311 3 HC2.1,02+1 3 HC2+11G241 3 or w 1+C3+11W-t 3 1lCZ+1+C2+1 3 HC2+NC2+1 3 HC3+1+p«1 3 1+C2+1+O2+1 3 I+C2+I4C2+1 3 41 53-118- HC3+I+C3+1 3 1+C2+1+C2+1 3 i+C2+1102+1 3 IaprHp+1 3 1+C2+1+C2+1 3 1+02a1+02+1 3 0a' I+C3+1+C3+1 3 HG2N+p+1 3 1+C2+HC2+1 3 HC3+1.C3+1 3 1+C21HC2+1 3 I+C2+1+C2+I 3 72' 74' 1+p+1+p+1 3 1+02+1+C2+1 3 1+C2+1402+1 3 I+p+HC3+1 3 H C2H+C2«I J HC2+I+C2a1 3 B4• gA° Hpallp+1 3 taC2+1+C211 3 HC2+I+CZ+1 3. 1+p+'I+C3+1 3 HC2H+C2+I 3 1aC2+HCPN 3 TABLE KEY: X G X HC3+1+C3,1 3 --ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER IF (3) ANCHORS GEM ERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (B) ANCHORS TOTAL AT HEAD AND SILL. (4' MIN. D.C. ANCHOR SPACING) 25 3/4' MAX. I —r{ 1--4- MIN., 1042' MAX. —1 9' MAX. X X O ,II(/ MTG. RAIL, TYR EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX. FROM CORNERS. JAMBS: WMAX. FROM CORNERS AND 221/2• MAX. O.C. 2) FOR WINDOW SIZES NOT St [OWN, GO TO NEXT LARGER WINDOW INTABLE. 3) OVERALL FIANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACTV FROM TABLE SIZE DIMENSIONS. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED ptylna nIU1 Ue Glodda O.wmg Lada llou-No. 17.0411.07 enPl.Plion DPW 07/27/2021 ]D9/1➢: UPUATEUTABLE6 p y ELEVATION. dE w Y LL � � w Qm G� U o z Y z IF Z W ZU wvo Dm Om a W LL J � O C laws 4 >C O Q> INI Z O F wAs o u x O Gto1 Z i ^IILL Mnl a^NS DImall 10,ewl Width Height 24' 20" 3' 30-318" 40" Anchor QUantitle9, XOX, 114 -1/L 114 with Glass Tvoas A. E. I & C I+C2+2+C2+1 2 1+C2+HC2a1 2 1+C2+1+C2+1 2 µC2+24C211 2 1/C2+1+C2+1 2 1+C2+14C2+1 2 I+C2*1+C2+ 2 1+Q+HQ+1 2 1+C2+1+C2+7 2 I+C242+C2+1 2 HC2+1+C2+1 2 Il+Qz.I+uz,III 2 Anchor Quantities, XOX, 114.1/2 -114 with Glass Types A, E, I & C Orereli Width O+emlt HW9W Anchor GmupA Anchor Grgup8 Anchor GmnpC Head&311I Jamb Heed&Sill Jemb Bea6&5111 Jamb 40" 53-1/e" 50d10" 1+C2+1+C2+1 3 + 2+ +C2+/ :i 1+C2+1+C2.1 3 1+C2+1+Q+I _ 3 I+C2+1+C2+1 3 NC2+110241 33 Ell" 1+C2+1*C2+1 3 1+02+1+C2+1 3 HQt1+C241 3 74' 1+Q+2+C2+1 3 1+C2+i+Q+I 3 NGZN.C2.at 3 of 1C2 4+2+C2+1 3 TZFT+CN7 3 1,C2N+C2N 3 08" 1+C2+2+C2N 3 1+C2+2+C2+1 3 HC2+1+Q+1 3 Too No, 3/ 1*C2a2+@41 3 1+CZr2+Q+1 3 i+C2+1+C2+1 3 1o3" NC2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+Q41 3 111' 120'• 1+02+2+C2++1 3 1+c2+2+C2r1 3 i+C2+1+QH 3 1+C2+2+C2+1 3 NC2+2+C2+1 3 f+C2+1+C2+1 3 48" 54 NC2+1+Q+1 3 HC2+1+Q+1 3 FG+1+C241 3 534I6" 1+C2+1+Q+1 3 1+C2++C2N 3 H02+1407+1 3 00" NC2+1+Q+1 3 1+CZr I+C2+1 3 HC2+1+C2+1 3 74' B4" 1+C2+2+W+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2a2+C2+i 3 1+02H+C2+1 3 HC2a1+C2+1 3. e9' low " NQ+2+02+1 3 7C2+1+C2+1 3 PC2+1+C2+1 3 NC2+2+C2+j 3 1+C2+2+C2+1 3 IaC2+HC2+1 3 180" I+C2+2+C2+1 3 1+C2r2+C2+1 3 1+C2ai+C2+1 3 111" I20' 1+C2+2+C2+1 3 1«GN2+C2«1 3 1+C2+f+C2+1 3 1+C2+2+C2+1 3 NO2+2+C2+1 3 i+C2+1+C2+1 3 41 fiIT 1+02+1+C2+1 3 1+02+1+CZ•1 3 NC2+NC2+1 3 53-1IB" 1+C24HC2+1 3 1«C2«HC2+1 3 i+02+1+C2+1 3 So, 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 I+C241+C2+1 3 74" 1+02+1-C2+1 3 1+C2+14C2'1 3 t+C2- 1+02+G2+1 3 84, I+C2+2+C2+1 3 1+C2r1+Qa1 3 HC2+i4Q+1 J 06" 100316" 1+C2a2+C2+1 3 t+C2+1+QH 3 1+C2«1+GY+1 3 1+C2+2+C211 3 1aC2+4+C2+1 3 14C2+1+02+1 3 106" 1+C2+2+Q+1 3 1+C2+1+C2+1 3 I+C2+1+02+1 3 111 Tx 1+C2+2+Q+1 3 1+C2+2+C2«1 3 HQ+1+C2+1 3 I+C2+2+Q+1 3 1+C2a2+C2+1 3 1+C2N+C2+1 3 48" 53-1I6" 83„ 1+C2r1+Q+1 3 NC2+1+C2+1 3 I+C2+1+C241 3 1+C2+1+Q+1 3 1+C2N+C2+I 3 1+C2+1+C2+1 3 60" 74" 1+Q41*Q+1 3 1+C2+1+Q+1 3 14Q+1+Q+1 3 i+C2+1+Q+1 3 HC2+1+Q+1 3 1+C2+1+G2+1 3 04. i4C2+I+C2+1 3 1+C2+1+Q41 i+UvlFM+1 3 BB' 1063/8" i+C2+2+C2+1 3 1+C2+1+C2+1 3 1+Q+1+Q11 3 HC2+2+CZ+1 3 1+C2+1+Q+i 3 HC2+1+Cp1 3 188' HC2+2+C2+1 3 HC2+1+Q+1 3 1+C2+1+CZ+1 3 111' 1+C2a2+Q+7 3 1+CZ+1+C2+1 3 TFC2+i+GZ+1 3 1ZLl' FC2+2+C2+1 3 +C2+2+C2+7 3 1«C3+1+Qr1 3 TABLE KEY: X 0 X I+C2a2+C2v1 3 —ANCHOR QUANTITY PER JAMB ' I MAD AND SILL ANCHOR QUANTTNES ACLUSTER OF (2) ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS it) . mplywub the Flurtea b,g emiame ANCHOR AT EACH OPERABLE VENT co S"ildin 17-0411.07 PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. Eaylrmlen DaL.07/27/2021 / By (4" MIN. O.C. ANCHOR SPACING) Mlam=va Promal co„ ,o 25 3/4' MAX. —.- 1- 4°MIN., '10-1/2"MAX. I 3124117: UPDATED TABLE n ELEVATION. W MAX. X 0 X F II u > 1 s 2 ` `•a MTG. RAIL. TYP.� o D c O EXAMPLE CLUSTER W/ QTY. >® o w•D OF 2 ANCHORS a� < (SHOWN IN TABLE KEY ABOVE) z d T v a� w en w ® w%0 O enn O ® I vs °"�d r 2 JC O N FZ F 0 KC •ws NOTES 1)—WINDOW OF ANCHOR QUANTITIES ARE BASED O W y ON THE FOLLOWING DIMENSIONS: < •au wav ••ws HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF ry� LYNN MEETING RAIL CENTERLINE. 25314"MAX. FROM CORNERS. FROM CORNERS AND 22 Op1Y JAMBS: 0" MAX. ; _�•,' `ICEN@F 1/2" MAX. O.C. Q.:..P 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT N.. 58705 �.�.�+'— LARGER WINDOW IN TABLE. V r�-7_ 7; iii r'J r' W - 0, - S AT DF 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN I" FROMTABLE SIZE WINDOWS, SUBTRACT rytCs'� `�� ''3,S j DIMENSIONS. IONA1. Ea 4)SEE•,GLASS TYPE DESCRIPTIONS ON SHEET 2. LVNN MILLER P.E. A, .=L Anchor Ouaniilies, XOX,'1/4-1/2.114 wAh Glass Types B, b, - G, H & J Ctemll width CuOdl Hc12h1 Anchor GmupA Anchor . PB Anchor G,oupC Heed&3III Jamb Head&SIII Jamb Haed&SIII Jemb fi 53-1/&- 2T + 7770 +C2a1aC2+ 2 +C2+1aG2+ 2 1+C2•NC2+1 2 i+G2+1+CN1 2 HCzat*C2+1 2 Gw 7*C2r2+02+1 2 1+C2N+0+1 2 HC2a1+C2N 2 74• 1+G2+3+C2+1 2 i.G2+2+C2+7 2 1+C2+7+EN 2 84' HC2+3+C2.1 2 NEaN0a1 2 t+C2a2+0+1 2 Bfi' 10&3'a' 1a0+3+Ea1 2 I+C2+2+0+1 2 .C2+2aCN1 2 1+0+3+C2+1 2 1,02+2+0,1 2 to C2+2aEN 2 100' HG2+3+C2N 2 HE+2+EN 2 1aC2a2+C2+1 2 111• 120' 1+C2+3+C2+d 2 HEa2rC2N 2 ,C2a2+C2+1 2 1+C2+3+C2+1 2 +C2+2+C2+1 2 HC2+1+C2+1 2 4&°. 6341T 26' 7+m+HC2+1 2 1aC2+1,C2a1 2 1aC2+1+C2a1 2 1+C2+2+C2+1-2 HC2*HC2N C2+HC2N 2 2 HC2+1+CP+1 1+C2+1aC2+1 2 2H OF 1+C2+z+C2+1 2. 1aCJ.+1+C2N 2 1+C2+1+C2+1 2 1aCE+3+C� 2 1+C2a2+G2+1 2 HC2+2*C2+1 2 74^ 34' 1+c2+3+C2f1 2 1•C2+2+C2+1 2 1• 2 B6' 1063/a- 1+C2,31C2+1 2 1+C2+2+C2N 2 1,C2+2+C2N 2 H0+3+C2+1 2 1+C2+2+0+1 2 i•02+2+C2++1 2 for HC2+3+C2N 2 1+C2a2+C2+1 2 1,C2+2+C2+1 2' 111° 12V 1+C2—.1E0 2 HC2+2+C2+1 2 1.C2+2+C2 l 2 1rC2+3 C2+1 2 1+0+2+C2+1 2 1+C2+2+C2+1 2 46' 511/&' 1+C2+1+C2N 2 1+C2+1+0+1 2 HE+1+C2+1 2 1+C2+24C2+1 2 HC2+1+C2+1 2 1+C2+HC2+1 2 60- 14C2+2+G2+1 2 14M+1+M+l 2 HC2f1+C2+1 2 74° 1a0+3+C3+1 2 taGN2,GP1 2 HC2a2+C2+1 2 04° 1a03+4+C3+1 2 HCP+2+O2+1 2 TC2+2+0+1 2 B6' 10G310' HC2N,C2+1 2 1+C2a2+C2N 2 1+C2+2+C2+1 2 7+C2+3+CTN 2 HC2+2+C2,I 2 7+C2a2+C2+1 2 100' 1+C2+3+C2+1 2 1-02a2+0+1 2 1+C2,2+C2+1 2 ill' 120' I+C2f3+C2N x 1+C2+]+C2+1 2 1+M+2+C2N 2 1aC2+3+C2+1 2 1,C2+2+C2*1 2 1+C2+2+C2+1 2 4F fi3q/e' 3&316' 1+0+I.02f1 2. 1+C2+1+C2.1 2 1+C2+1+C2+1 2 IaC2+2+C2+1 2 1+0+1+C2N 2 1+C2+1+C2.1 2 fie' 747 1+W3ZIC3a1 2 HC2+1+C2+1+1 2 HC2+4+C2N 2 1+0+3+C3+ 1+C2+2++Z C2+1 2 1+C2a2+C2+1 2 e/i t+C3+4+Mat 2 1+C2+2+C2+1 2 1+C2f2+C2+1 2 B6' 100316' 1a0+4+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 HE+3+C2N 2 HC2+2aC2+1 2 1+C2+2+C2+1 2 106 17t' 120' 1 +3+0+1 2 1aC2+2+C2a1 2 HC2+2+C2N 2 1+C2+3+C2+1 2 7+C2az+C2*1 2 HEa2+0ai 2 1+0+3+C2+1 2 T.C2+2+GPI 2 1a0a2*0N 2 40• 5311w 4B, 1+0Na0+1 3 1+E+HC2+1 3 1+0++C+l 3 1+0+2+C3+1 3 HC2+1+Ea1 3 1+C2+I+C2+1 3 60' 74' 1+C3+2+C3+9 3 1+C2+1+C2+1 3 1+0+4a0+1 3 1+G+3+G+1 3 1fC2+2+C2+1 3 1+C2+I+C2+1 3 04' 1+ +114+1 3. 1+C2+2+C2+1 3 I*C2+TaCN1 3 Bfi' 106310' T,C3+4+C3+7 3. T;C2,3+C2N 3 1+c2+2+C2+1 3 I+C3+OM+l 3 HC2+2a 0+1 3 HC2+2+G2+1 3 1o0" 111' 1+E+410-1 3 1+C2+2+0+1 HC3+4+C3N 3 1+C2+2+C2+7 3 1*C2+2+C2N 3 120° 1+02+4+C2+1 3. HC2a2+C2+1 3 1+C2+2+C2+1 3 Anchor Quantitles, XOX,114 -112 -1/4 with Glass Types B, O, F, G,N& J O.emll Width O,0111 HelBhl Anchor Gm Ailuhor G1. PR Anchor GmupC Head88111 Jamb Head&VII Jemb Ilead&SIII Jamb 46' 0&110^ 1+C3+T0+ 3 +C2+ +C2+1 3 1+- ., +C21 3 1+C3+2+C31I 3 HC2+1,C2+1 3 HC2N+C2a1 3 F0' 74' 1+C4+2+G+1 3 I+C2+I+C2+1 3 T C2+HC2+1 3 t+1+3+04N 3 HC2+2+G2+1 3 HCP1+C2+1 3 04' Bfi' loo3 ' _ 151>:610" 'rlYr 1+C1+3+G+1 1+G+6+G+1 3 3 HC2+2+C I 1+G2+2+C2+1 3 3 1+02+2+C2+1 1+G2+2+G2+1 3 3 T+M+4+C3+1 3 I+C2+3+C2a1 3 1+C2+2+C2+1 3 �tita 1+0+4+C3+1 3 HC2.,,,.j 3 1+0+2+C2+1 3 1+C3+4+C3+1 3 1+ 14U+2+I +1 3 I+C3+4-C3N 3 SSC2+2fC2+t W39 C2,2+C2+1 3 41 53-110" 54 1aC3+1+C3N 3 1, HC2NaC2a1 3 1+Ga2+C4+1 3 1+C2N+C2at 3 1+0+— 3 OF 1+C4+2+411 3 1+C2+HC2+1 3 7aC2+HC2+1 3 pry' —Be T11 2+11+1 3 HC2r2+C2+1 3 1+C2+HC2+1 3 1+14+3+14+1 3 1+C2+2+C2+t 3 H-02+3+C2+1 3 96' 10&316" 1+G1+3+C4+1 3 1+c2121C-i 3 I+C2+2+C2f1 3 HC3+4,C3+1 3 1fC2+3+C2+1 3 I+C2+2+C2+1 3 16fi' 1+C3f4,C3a1 3 1+C2+3+C2+1 3 HC2+2+C2+1 3 1i-V 120' 1+0.4+C3+1 3 i-G2+3+C2+1 3 1+C2+2+C211 3 1a0*4+0+1 3 Fc2+3+C2+1 3 1+C2+24C2+1 3 46 �. HC4 F11 3 1aG2+1a1211 3 1+C2+7+C2N 3 511/6' 1+G+PGN 3 HC2+HC2+1 3 HC2+1+C2+1 3 OF 1+G+2+GN 3 HC2+1+C2+1 3 IaC2+1+C2+1 3 74- 1+Ga2+G*1 3 1+C2+2+C2N 3 T+C21+C2+1 3 84' 1+Ga3aGN 3 HOb2-M+1 3 TC211a C2+1 3 OF 10a310• 1+G+3+G4N 3 HC2+2+C2+1 3 HC2+2+C2+1 3 1+G+3+G+1 3 HC2+2+C2N 3 HC2+2+C2+1 3 103' I+04a3+C4+1 3 I+C2+2+C2+1 3 1+C2+2+C2+1 3 111' 120' HGa4+C4H 3 TaC2+2+02++1 3 1+G2+2+C2+1 3 HC3,4+W+1 3 +C2+3+C2+1 3 1+C2+2+C2+1 3 46' 634/6' 63' 1+G+1+G,1 3 *C2+HC +1 3 1+C2+1+C2+1 3 1+G+2•C4,1 3 i*C2N+C2+1 3 1+C2+I+C2+1 3 fiV 1+G+2+C4H 3 1+C2+1+C2+1 3 1+C2+1+C2*1 3 747 Bv HG+2+G+1 3 HC2*I+C2+1 3 1+02+HC2+1 3 aG+2+C4+7 3 I+C2+2+C2+1 3 1+CZ+1+G2,1 3 96' 10&31fi• 7+G.3+G+1 3 HC2a2+E+1 3 1+G2+2+C2+1 ] 7+G+3+GN 3 1+C2+2+cz+1 3 T;C 2+C2a1 3 low 111' 1+G+3aGa1 3 I+C2a2+C2N 3 i+C2+2+C2r1 3 HG+3+C4+1 3 1+G2124G2+1 3 1+0@+C2+1 3 126' T.C4+4aG+1 3 HC2+3aC2N 3 I+C2+2fCP1 3 TABLE KEY: X O X 1+COOC4+1 3 ANCHOR OUANTITV PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS (1) o mPl�i �I -Ith Iho F1.0d. ANCHOR AT EACH OPERABLE VENT Building e NOA-Nu. 17-0411.07 PLUS (4)ANCHORS AT Fl%ED SECTION.I ......On. Bug 07/27/2021 (6' MIN. O.C. ANCHOR SPACING) I Mlam,-UyYFProaucl conbel aLEV/ATIuOAreo TneLa a EvON.2 26 3/4" MAX. 0-1/2MAX. amod"MIP, B" MAX. � D � x --� qTYP. J o LL MTG. RAIL, o o m EXAMPLE CLUSTER W/ QTY. N' i� "°a M OF (4) ANCHORS o R o t1 a w ^' LL f° C (SHOWN IN TABLE KEY ABOVE) i bi su i5 4a Fza i< O Buda z m 1 o Z m w = f J p N 0 b � GI=•vs ` F Z in y O � Z Tk O j Mme o x O o NOTES i)WINDOW DP/ANCHOR QUANTITIES ARE BASED D U Z m x ON THE FOLLOWING DIMENSIONS: HEAD &SILL: 101/2'MAX. ON EACH SIDE OF ecl a"a nP+s +U u n l q MEETING RAR CENTERLINE. FROM CORNERS. �` \a LYNN JAMBS: F MAX. FROM CORNERS AND 22 1/2"MAX. O.C. "C::'VtcENSF'. P , 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT ' * No. 60706 ' LARGER WINDOW IN TABLE.d-Il- n 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN jO'., &rAE FI WINDOWS, SUBTRACT V FROM TABLE SIZE :+TCS' DIMENSIONS '+� S/pNA� Eta,, .` NAL 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET2. II P A.LYNNMILIERRE. FZcl W7M 0 MIAMI'DADE- - MIAMI-DADE COUNTY 9 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 inyw.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 goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (_AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes_If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-600" Aluminum Single Hung Window-N.I. APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Flung Window, Non -Impact", sheets I through 14 of 14, dated 07104/05, with revision F dated 05/05/16, 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: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 TERMIRTATION 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 No. 15-0519.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.05 � Expiration Date: January 26, 2021 c/ .4 Approval Date August 18,2016 Pa e 1 Page PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SLBMITTED A. DRAVigNGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 06-1211.07 and 05-0928.03) 2. Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets I through 14 of 14, dated 07/04/05, with revision F dated 05/05/16, 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® NXTTM spacer system and XL EdgeTA= 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, 06/67/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung whirtegral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA 906-1211.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window w/integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA#05-0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0928.03) ),4 P.E. Product Contr iEXE 'aminer NOA No. 16-0714.05 Expiration Date: January26, 2021 Approval Date: August 18, 2016 E-1 0 % PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Uniform Static Au Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test.Report No. FTL-4657, dated 07/09/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA 905-0105.01) , 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Un form Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Tes( per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07/05, signed and sealed -by -Eduardo Largaespada, P.E. (Submitted tender NOA #05-01OS. 0-7) 7. 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 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, (3/16" temp. & 3/16" arm.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0928.03) 8. 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 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted tinder NOA #05-0105.01) 9. 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 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" ann. & 3/16" arm. IG), prepared by Fenestration Testing Laboratorv, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA 905-0105.01) % Manuel re , P.R. Product ControExa'ner NOA No. 11i i1714.05 Expiration Date: January 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structur Edition (2014), dated 05/12/15, prepared by Anthony Lynn Miller, P.E. (Submitted under previous NOA#15-05I9.07) 2. Glazing complies with ASTM E1300.09 al analysis, complying with FBC 51h manufacturer, signed and sealed by D. QUALIT 17 ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MI ATERIAL CERTIFICATIONS �e F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'a Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous R'OA#I5-05I9.07) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA#I5-0519.07) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. 1. Notice of Acceptance No. 15-0519.07, issued to PGT Industries for their Series "SH- 600" Aluminum Single Hung Window - N.1., approved on 07/23/15 and expiring on 01/26/21. Manue�ee ez P.E. Product Con lExa finer NOA No.'k&-11714.05 Expiration Date: January 26, 2021 Approval Date: August 18, 2016 E-3 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET2) ' A. MW ANNEALED GLASS B. 311W TEMPERED GLASS C.1/4" ANNEALED GLASS D. 1/4' TEMPERED GLASS (E�73118' I.W, 11W ANNEALED OUTBOARM AIR SPACE I/O;ANNEALED.INDOAROS' NQA DRAWING MAP F. 13116- I.G., 1/6" TEMPERED OUTBOARD, AIR SPACE. 1/B" TEMPERED INBOARD SHEET GENERAL NOTES.............1 G. 13/16- LG., 3116' ANNEALED OUTBOARD, AIR SPACE, 3/10' ANNEALED INBOARD GLAZING DETAILS ......- .... 2 DESIGN PRESSURES....... 3-5 H. 13/16' I.G., 3/16' TEMPERED OUTBOARD, AIR SPACE, 3/10"TEMPERED INBOARD ELEVATIONS ..................... 6 VERT. SECTIONS ............. 7 I. 13116" I.G., 3/10' ANNEALED OUTBOARD, AIR SPACE, US' ANNEALED INBOARD HORIZ. SECTIONS.............7 PARTS LIST. ............ ._._ 8 3116' TEMPERED OUTBOARD, AIRSPACE, ItW TEMPERED INBOARD CORNER DETAIL .............. 9 J. 13MU" I.G., EXTRUSIONS .................... 8,9 2. CONFIGURATIONS: -OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ANCHORAGE .................... 10 -14 3. DESIGN PRESSURES: SEE TABLES i THROUGH 3, SHEETS 3 THROUGH 5. I A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M, C- DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASI(ET. 7, REFERENCES: TEST REPORTS FTL-4653, FTL4654, FTL.4655, FTL-4656, FTL-4657, FTL-4666, FTL-4000 AMC) FTL-4969. ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL PI ODUCT RP-VISGO nlrl'�O WGu 0, WodM ALSO REFERRED TO AS SH701. D,w00cN Iu ;' 0. SERIES/MODEL DESIGNATION SH600, An tdh, lW_' 7 I; tk�ld` 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITYHURRICANE ZONE(HVHZ).{ if ' l]b STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300A9... .. 0+ •ANSIIAF&PA NDS 2012 FOR WOOD CONSTRUCTION : -ALUMINUM DESIGN MANUAL, AUM-2010 _ /q� •AISI-9106W/S2-2010 ,'lll�-�/'(IV ;,I• .,wR r v05/te R F ` noDen svacERs TO snEEiz. lma recNrvoLooronlve N.vervmE,a34ns v.o. eDX Ism GENERAL NOTES 10 :jll 111 ' '�,.,,1• 1{1d A. LYNP.E.fl 5070 P.E. ALUM. SINGLE HUNG WINDOW, NON -IMPACT • ,m,• :,.1 ""� — nF NOImMIS. Ft3ara Vu(bly9eaer ,d„„w„ sR400 NTS 1 v 14 4032-20 FL P.E.1156]05 o••nN Po'^• , enn.ML 0 ov 36 THRU 9' (IOR 47 W. 39 0R.4 BITE --3116" ANNEALED OR TEMPERED GLASS 3116" MONOLITHIC GLASS 112' NOM. GLASS BITE ( 82 OR 8' 1/0- OR 3/1"ANNEALED OR TEMPERED GLASS AIR SPACE 1/0- OR 3110' ANNEALED OR TEMPERED GLASS P.0.89x mrs, NOnGMIS.rLaR]A 101 EXTERIOR INTERIOR (ALL SECTIONS) W" NOM. GLASS RUE _-7 Pon 11 Description Malerlol 11 I(amma,p, 4SG WE Spacer 6,I E..., ]2 Ouenev Super epocer MTwllh Hal Mell Bnlyl Sheel b, ]3 wanos Du -.--I sparer Motorola 75 Cmtllnal N.E-g 6pacel -�I I-+1/4" ANNEALED OR TEMPERED GLASS 1/4" MONOLITHIC GLASS SILICONE HOTJNELT BUTYL STRUCTURAL SILICONE 6116"NOM. STRUCTURAL �IWNOM, FOAM .� ILYISODUTYLEN WITN ITH DESICCANT DESICCANT EXT.GLASS EXT. GLASS ANT. GLASS ANT. GUSS IS KODISPACE SUPER 4SG TPS SPACERu NXT'" PIrDDOcrnRvl . in uq,ry+au,ein, ma Plodnn ALUMINUM A.Ince"Na I/O'07 4'•0rl REINFORCEMEM POLYISO- DE6ICGNIII-NOFILL AREA C_„ sil-Drla�—'a rZ021 BU"LENE S116'NOM. ""y1"' al^. 6116' NOM. SEAL Rp a .A•VW/ RUT r61UCONE SEAL MirnJ ]ndr Prv�ines of r.\ DESICCANT ROLL -FORMED 1 FOAM �r 6TAINLESS STEED OLAS6 EXT. GLASS INT. GLASS it GLAS9 9!1 I ]a DURASEA0 XL EDGE"' `• 'e: SPACER p SPACER `', 6- 6 rGLAZING DETAILS •,:,,,,'" : ' �'� — ALUM. SINGLE HUNG WINDOW NON -IMPACT "'�-�li�,'��'•`"`` A. LYNN MILLER, P.E. mrlbl20e"' Shaw Full 2 + 14 bl`4032-20 FI FL P.EA 60705 TABLET DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS Wl SAME DLO ARE 1" SMALLER) 111 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW HEIGHT WINDOW 74" 76" WIDTH GLASS TYPE 26" 38 310"' 44" 60 Biel, 63" 72" A, C,E,I +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 .94.6 +70.5 -76.5 +76.7 -75.7 +73.0 -73.0 191/8" G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0- -114.2 +60.0 -110.1 +80.0 -1062 0 1200 +80 0 -710 6 B,D,F,H,J 1-80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +BOB -120.0 +00.0 -120.0 +80.0 .120.0 +BO. - A,C,E,I +80.0 -720.0 +80.0 -120.0 +80.0 -120.0 t80.0 -120.0 +800 -84.9 +68.9 -BB.9 +66.2 -08.2 +63.8 -83.6 +00.0 -120.0 +000 -120.0 +80.0 -120,0 +80.0 -120.0 +80,0 -100.3 +00.0 -96.3 +80.0 -02.6 24`' G, +DO +00.0 -120.0 +80.0 -020.0 +80.0 -120.0 +80.0 -120,0 +80.0 -120.0 +800 -t120 +00.0 -100,3 +80.0 -104.1 B,D,FIH,J -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -60.0 +62.0 -62B +68.1 -59.1 +56.4 -58.4 A,C,E,I +80.0 -720.0 +80.0 -120.0 G +80.0 -120.0 +80.0 -120.0 +eo.0 -120.0 +80.0 -120B +60.0 .116.4 +60.0 -90.3 +00.0 -66.0 +60.0 -02.0 32„ B,D,F,H,J +00.0 -120.0 +80.0 -120.0 +BD.O -120.0 +80.0 -120.0 +80.O -020.0 +60.0 -101.5 +80.0 -96.7 +80.0 -92.3 +BOB +60B -720.0 +60.0 -120.0 +60.0 -105.0 +60.0 -BUD +61.3 -01.3 +5B.0 -58.0 +550 -66.0 A BD,F,H, J +80.0 -120.0 -120.0 +80,0 d20,0 +00.0 -120.0 +00.0 -120.0 +60B -020,0 +00.0 -100.3 +00.0 -94.9 +60.0 -90A �+,TJ , O-720.p +B0.0 1200 +80.0 -120B +80.0 -1164 +800 -881 844 +00.0 -80.1 Y G +BD. 7200 80.0 -120.0 +60.0 -115.0 +80.0 -80.0 +61.3 -61.3 +68.0 -58.0 +55.0 -65.0 "B,D,F,H,J , +Bp.O +80.0 -91.6 +80.0 -80.0 +61.3 -61.3 +SB.O -60.0 +66.0 -55.0 A +80.0 -120.0 +80.0 -120.0 +00.0 -111.0 +BoB -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +00.0 -100.3 +60.0 -94.9 +80.0 -B0.0 40 p +80,0 -120.0 +BB0 .120.0 +B00 -120.0 +80.0 -120.0 +80.0 -116A +80.0 -89.1 +80.0 -e4.4 +80.0 -80.0 O,E, I +80.0 -120B +80B .113.0 +80.0 .107.0 +80.0 -103.0 +80.0 -00.0 +81.3 -61,3 +58.0 -58.0 +55.0 -55,0 460.0 -708.0 6.4 -76.4 +81.3 -01.3 +58.0 -58.0 +55.0 SG.O A +60.0 -120.0 +60.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.8 +00.0 -80.0 B,D,F,H,J +60.0 -120.0 +60.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 G +80.0 -120.0 +80.0 -120.0 +80.0 .120.0 +80.0 -120.0 +80.0 -116.4 C,E,I +80.0 -120A +80.0 -104.0 +6G.0 -93.8 +80.0 -89.9 +80.0 -80.0 +61.3 -61.3 +58.0 -50.0 +55.0 +00.0 +00.0 -96.0 +60.0 -87.8 +78.0 -78,0 +68.3 E8.3 +61.3 -61.3 +68.0 -$8.0 +GG.O -56.0 A i60.0 -120.0 -120.0 +80.0 -120.0 +80.0 -120B +80.0 -120.0 +80.0 -114,9 +80.0 -100.3 +80.0 -94.9 +80.0 -90.0 49" B,D,F,H,J +800 20.p .1 +80.0 -09.1 +00.0 -84.4 +60.0 -80.0 G +00.0 -120.0 +800 . -12. +78.7 -797 +t702 -70.2 +61.3 -61.3 +58.0 -50.0 +55.0 -55.0 120. . . 0. +65.7-65.7 +65.0 -500 A +80.0 717.7 +B00 5.4+770 7.0 +896 +iB 595 . -59.5 +56.4 -56.4 B,D,F,H,J +80,0 7200 +00.0 -020.p +80.0 -120.0 +80,0 -113.9 +80.0 -99.1 +SOD -92,3 +80.0 -91.'I +00.0 -90.0 200 +80 2531/8" 00 . +800 . 00 68+800101.3 1 OA 2.0 081.0 0.0 0.0 G +800 . . +73.9 -73.9 +69.6 -68.0 +60.0 -00.8 +56.4 -58.4 +5G.7 :-5G.7 +55.0 -55.0 -117.7 +80.0 -85.4 GLASS TYPES: ANNEALED, AIR SPACE, 1/6" ANNEALED 1. ISMS' I.G., 3116" ANNEALED, AIR SPACE, 'I ff ANNEALED A. 3/16- ANNEALED E. 13118" I.G., 1/B" J. 13/16" I.G.. 3/16" TEMPERED, AIR SPACE, 11B" TEMPERED B. 3/10" TEMPERED F. 13/16" I.G., 118" TEMPERED, AIR SPACE, 1/8" TEMPERED C. 11C ANNEALED G. 1311T I.G., 3/16" ANNEALED, AIR SPACE, 3116" ANNEALED D. 1/4" TEMPERED, H. 13116' LG., 3/18" TEMPERED, AIRSPACE, 3/16" TEMPERED - I.o. Box IBR N01(0MI&R34V4 SHOW I NTS I 3 " 14 4032-20 W T. LOW SILL OPTION_ WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. vnunucr n6wseu mni51"B •vlm Bm BImIM or By tginntt N" �/N "0"m %1-0, NOW- J 1� ZZ, r A. LYNN MILLER`P.E. s IF TABLE )ESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE T' SMALLER) FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/ HIGH SILL OPTION STANDARD VIEW FLANGE, INTEGRAL WINDOW HEIGHT WINDOW T93/4" 38318'• 44" 505/B'• s3'• 72" 74" 76 WIDTH GLASS TYPE +80.0 A20.0 +80.0 -120.0 +80.0 A20. . -88.4 +51.3 -51..3 +49..3 -49..3 +47..6 19 11B" A,C,EG,I B, D. F. H. J +8oU +00.0 -120.0 -120 +80.0-1200+ . 80.0 - 20.0 +80.0 -120.0 +80.0 -02D0 +80.0 -102.7 +00.0 -98,6 +800 A,C,E,G,I +80.0 -120.0 +80.0 -120.0 +800 -120.0 +00-. . . -06.4 +qq.q 44.4 +42.5 24 F, H,J+B0.0 -120.0 +0 a0 -0 0.0-92.8 +Bo.o -00.0 +80.00 A,GE,G,I +80.0 -120. i 200+ 2 + 2 +000 00 -04 6 422 42.2 +400D, 3327 B. D, F, H. J+80.0 -120.0 +80.0 -120.0 +BOU -120.0 +60.0 -120.0 +80.0 -120.0 -89.1 +800 -84.4 +80.0 A 20.0 +80.0 -119.0 +80.0 -94.5 BO.0 93U +80.0 -80. 44.6 +42.2 .42.2 +. B. 0F, H, J +8. 0 120 .1200 +00 -091 +B00j -844 +00.0 OG +80.0 120.0 +B00 -20,0 +00.0 -200 +80.0 66 +00 0 44G +22 4-04.6 L.2 4000 E, I +800 . 20 . -190 0 +42.2 42.2 +4 010 A +80.0 -120.0 +80.0 -109.0 +80.0 .90.4 +80,0 -80.6 +76.3 -7fi.3 +44.6 -04.6 +q2.2 -42.2 +40.0 B, D, F. H. J +80.0 -120U +60.0 -120.0 +80.0 A20.0 +80.0 .120.0 +80.0 -120.0 +80.0 99.1 +80.0 -84.4 +80,0 40" C,G +80.0 -120.0 +80.0 -120.0 +80.0 -111.2 +80.0 -102.8 +80.0 -60.0 +44.6 44.6 +42.21 -42.2 +40.0 E, I +80.0 .120.0 +800 -107.0 +80.0 -104.0 +80.0 -98.2 +80.0 -80.0 +44.6 -04.8 +42.2 -q2.2 +40.0 A +80 -12 +800 -92.7 7 +70.4 -70.4[44.6 4.8 +A2..2 -42.2 +44 B. D. F, H. J+60.0 420.0 +80.0 -120,0 +80.0 -120U +00.0 -120.0 +80.0 -D 120 -09.1 +800 -8.4 0. 800 C,G . +00 . 200 80.0 -107.2 +80.0 -97.6 +60.0 -89.5 +80.0 -80.0 44.8 +42.2 -42.2 +40.044 EI +D.0 +800 . 932 . +800 . 91.9 +8. . .3 -76.3 -04.8 +422 -02.2 +q00 A +80.0 -177.0 +80.0 -09.2 N6.7 -76.7 +74.8 -74.8 +63.0 -63,0 44U +42.2 42.2 +40.0 BDFH, J +80,0 -120.0 +60.0 -120D +800 .120.0 +800 -120.0 +60.0 -114.7 -OB1 +80.0 -84.4 +80.0 48 CG+80.0 -117D +BOA .96.0 +80. -. . . 70.1-046 +42.2 -42.2 +40.0 , EI a2+8001130+800 . 2 +40..0 A +80 +80.0 -84.4 -01.0 +q0.5 -40.5 +4009 B, 0, F, H. J +80.0 -120.0 +BUo -120,D +80.0 -120.0 +800 -9BU +80.0 -81.9 +80.0 -80.9 +8010 C,G +00.0 -103.8 +80,0 -84.6 +70.3 48.3 +69.2 .60.4 +41.0 -41.0 +405 40.6 +40,063118" -El +800 . 1. 030 +725 . 72 80.4+410 41,0 +405 -405 +40.0 GLASS TYPES: 1/B" ANNEALED, AIR SPACE, 1/8" ANNEALED I. 13116" I,G., 3/16" ANNEALED, AIR SPACE, 1/B" ANNEALED A. 3/18" ANNEALED E. 13/16" I.G., TEMPERED, AIR SPACE, 118" TEMPERED B. 3/16" TEMPERED F. 13/1B" 1,0., 118" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13116" I.G., 3/16" C. 114" ANNEALED G. 13/16" I.G., 3116" ANNEALED, AIR SPACE, 3116" ANNEALED . D. 114" TEMPERED H. 13/16" LG., 3116" TEMPERED, AIR SPACE, 3118" TEMPERED _ mBQ%ISM MOKOMIS.FL34274 W -07.6 94.9 -42.5 -85U -400 40.0 -80.0 40.0 -00,0 40.0 -80.0 -40.0 40.0 40.0 -80.0 40.0 40.0 40U "0. IT. MEETING RAIL "X' LOW SILL OPTION: o 1H WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PUP OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. PRODUCT MIS60 ,,• nn 1nlYl"B wimlO"Pwas AUO nuiuf:arndn Y 8 p.,mmo nm"y�a l02 40.0 Or_'� M;"nd I A: P.d,ml Cd418OI� -80.0 -40.0 -00.0 .\\\IIIIIIIi�I,. Q u-`61'f16,. IEW 4-IMPACT - •' A. LYNN MILLER, P.E. 4 a 14 1 4032-20 ep DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE 1"SMALLER) IAULIM s, CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP PLANGE.WINDOINS W/ HIGH SILL OPTION (WINDOW HT. MINUS SASH FIT:) WINDOW HEIGHT MINUS SASH HEIGHT VG" MAX. HT. FLANGED AND 76" MAX. HT. INTEGRAL FIN) WINDOW 20 3116 33 314 39 6116 4413/16 50318 6515116 WIDTH GLASGiTYPE 17 118 2211116 +70..8 70.,8 A,C,E,I +80.0 420.0 +80.0 -120.0+00.D -1. +00,0 -120.0 +80.0 -110.0 80..0 -100...2 +80....0 -87.1,. 19110 B, 0F. H, J +80.0 -120.0 +00.0 1200+80.0 -. -20.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.D +800 -120.0 +80.0 -120..0 c +80.0 .120.0 +80. .120.0 +80.0 -120.0 +00.0 -120.0 ♦80.0 -120.0 +80.0 -151 A,QE, +80. -120.0 +80.0 120.0 i80.0 -120.0 +8D -020.p +80.0 -1030 +80.0 -86.2 q4.1 -74.7 +59.5 -58.5 24 B, D, F, H, J+80.0 1200 +BDO ..... D+80 .0 .0 +BO,O -120.0 +00.0 -1200 +00.0 -120.0 +000 -11B.7 G +80.0 -120.0 +80.0 -120.0 +60,0 -120.0 80.0 -120.0 +80.0 .120.0 +00.0 .120.0 +80.0 -120.0 +'80.0-90.0 AC,E,I +00.0 -111.0 +80.0 -20.0 +BO.D -117.0+80.0 .94.2 +8 -85.7 +74.3 743 +626 -02.6 +49.1 -491 32 E, D, F, H. J+80,0 -111.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +00.0 -120.0 +00.0 -113.5 +80.0 -97.9 +00.0 +80.0 -12O.D +80.0 -12D.0 +80.0 .120.0 480.0 -120.0 +00.0 420.0 +80.0 -i01.8 +79.7 -]9.] G -111.0 +80.0 -119.0 +800-819 +80,0 -80.1 +80,0 -00.6 +70.9 -70S +58.6 -6BS +46.2 -46,2 A,C,E,I +60.0 -88.0 . +80B -120.0 +00,0 -120.0 +00.0 -120.0 +000 nao.D +BD.O 060 +00.0 -90.3 37 8, D, F, H, J +80.0 -980 +80.0 -120.0 +73.5 .73.5 G +00.0 -98.0 +OD.O -120.0 +80.0 -120.0 +00.0 -120.0 +00.0 -120,0 +00,0 -115.3 +BO.0 -95.5 +so0 0 +6.0B7.4 8 +0.0 -70.8 +69.0 -69.0 +57.3 -57.3 +43.0 43.6 A +00.0 -920 -120.0 +00.D -120.p+60.0 -120.0 +6D.0 -120.0 4600 -102.7 +80.0 -87.0 40 DFHJ +800 ...., ---... 80 +800 -12 +0S 0. +69.9 -69.9 +5T3 -57.3 +43.0 -43.6 CEI +80.0 -92.0 +000 -100.0 *. -. .k -92.8 0+BD.0 +80.0 -120,0 +60.0 -118.6 +60.0 -932 +70.8 -70.8 +80092.0 . 92.3 +80.0 .81.3 +75.1 -76,1 +59.5 +65.4$-58.4+66.2 -50.2 +41.9 -41A - ,E +80.0 -85.0+80.0 20 1 200 -99.9 +'00.0 -837 EDFHJ +800 -86.0 M -93.1 +. -. . . *69.6 +58.4 -66.2 *41.9 -41.9 C,E,I 48V.0 -06.0+BD.O +80.0 409.8 +60.0 -101.4 +80.0 _98 +80.0 -B1.3 a6B.1 -BB.7 G +00.0 -05.0 +800 -120.0 +800 +800 -88.8 +73.3 73.3 +67.2 -W,2 +514A +A9.8 -4B.0 +qO.B 408 B, D, F, H, J+00.0 .9 -20.0 +80.0 -120.04D +80,0 -120.0 +80.0 -120.0 +00.0101 +OD.O -980 +80.0 -81.5 C,EI 800100.0+80.0 -82.2 . -. 6 .76 +61.4 +4RG 49.0 +40.6 -40.8 G +80.0 -120.0 +80.0 -110.2 +00.0 -96.9 +00,0 -88.8 +80.0 -83.5 +80.0 -00.6 +]9.8 -]0.6 +66.3 -88.3 +eo.o -eta +84.4 +34.4 +68.9 -68.8 +43.7 43.7 +41.6 41.6 +40.4 -40.4 +40.0 40.0 A B, 0, F. H, J +80.0 +80.0 -98.0 -120.D +80.0 -12D,0 +00.0 .114.0 +00.0 -103,5 +00.0 -85.8 +00.0 -81.9 +00.0 -80.2 +80,0 -80.0 631/8 42.3 +70.8 -70.8 +B4.5 -64.5 +43.7 -03.7 +q1.8 -41.6 +40.4 -40,4 +40.0 C,E,I +D0.0 -99.0 N2,3 +76.3 -78.3 +71.D .71.0 +67.6 -67.6 +66.7 -65.7 +6G.0 -85.0 G +00.0 -117.0 +80.0 -98.7 +80.0 -B4.3 .ASS TYPES: 11W ANNEALED, AIR SPACE, 118" ANNEALED 1. 13/1G" I.G., 3/iG" ANNEALED, AIR SPACE, 178" ANNEALED 3/16" ANNEALED E. 13116" I.G., J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/0" TEMPERED 3/18" TEMPERED F. 13110" I.G., 118" TEMPERED, AIR SPACE, 1/B•' TEMPERED 114" ANNEALED G, 13116" I.G., 3/1G" ANNEALED, AIR SPACE, 3116" ANNEALED 7/4" TEMPERED H. 13116" LG., 3110" TEMPERED, AIR SPACE, 3/18" TEMPERED �- P• 10101ECHNOIOGY OPNE N.vEMGE-11V - P.G.BO%I6]9 I'll.. ,name CdI11V ['+{may, OTE rB-NJ DESIGN PRESSURES GUSTO M W, HT, _ ALUM. SINGLE HUNG WINDOW, NON-1 r a Nnbb Be<m. ti„y,y,. snoop aNTS 5' " 14 6 IrwWw 1 4072-20 W `7 IF F.OG 1 T. mEETIN RAIL W T. MINUS SASH 6g5H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE, NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12518" MIN, TO 30" MAX. 3, 76" MAX. FLANGE WINDOW HT. PROOII , REVISED o"..J11"p •xIlb M., 14m14v Dn11Ji"g lo,4, l�-p.I n A<acfli Nn �I I'rW olio" Dnley� DY 4 IJinml �mlafm� iGnfn�l a J �JI G. lY�l6 1,1:1 I' I 1 j: II1II I ., A. LYNN MILLER, P.E. 0 53118-MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 521/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) 49518"MAX. FIXED D� DLO (ALL) 71E ]5" MAX. SEE DSEE DLOA n HEII IGFHT TABLE "......., TABLE 0 � IT6"MnX. 381/16" SASH SEE DLO X /� BE x3Flrm TABLE ij NOTE I--y LL)--I DETAIL D DETYlPIL _ VIEW (STANDARD SASHI i/1:.' B E `1 11 MAX.U-7 I 75" MAX. I.F.I.F. HEIGHT E � I4EI HT SEE OLD I SETABLE �]0"MA%. T]6" IIIL/FLANGEDFHEHEI HT20" DLO TABLE %� / SASH SEE OL20"SASH HEIGHTHEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) - NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET B FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. P.O. L38 NOI(OMIS.9. F]131.1 TrIl SEEDLO TABLE 0MAX. LNGED HT BEE OLO XTAIB`LE VERTICAL DAYLIGHT OPENING DETAILLL FIXED.LITE GH A 3116" B 1/4"C *518"41114" 710"D' 1116"E� 5116" SASH DETAIL LOW SILL HIGH SILL A 3A 1/2" 34 WIT 0 27 7/iG" 27 1/8" C 277/18" 271/8" D 163I6" 1G 314" E 16 3/8" 15 3/4" TABLE 4. 6 + 14 I 4032-20 11RODUCTIllNISF0 m�pRlnnn1014e PIm14a 9niWL�p CnAn A ,wt nce Ma / e.m�Im�m��n,m. III li 41(atla rmaiw¢o Iml �•, ctFFle , llq rb A. LYNN MILLER, P.E. 1p 1----2.784'--1 INSIDE 9&10 BALANCE PARTS USED ON SASHS <40 LEE MAN. 11 FIXED 7, 8 OR 17 2F DAYLIIGIGHT OPENING OUTSIDE VENT DAYLIGHT NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OPTIONAL BOTTOM LOCKS, (1) G' FROM EACH SIDE MAX. VENT DAYLIGHT OPENIN INSIDE 1790 ----- fl- I OUTSIDE FIXED LITE DAYLIGHT OPENING —MAX. WIDTH SECTION A -A FRAME SECTIONS INSIDE 47 50 a I HIGH 3 Lel L L�SILL 48 rOWILL HEAD JAMB 53 ( 52) (LOW SILL) SEE NOTE ABOVE 12 ULTRALIBT ONLY PA.mO ,sm N01KOA4S. FL 34274 (HIGH SILL) 9 12 ULTRALIFT ONLY sHaw I Half 1 7 + 14 1 4032-20 BALANCE PARTS USED ON SAS148>40 LBS 14 & 16 PROVOCTIICYISGD I4�pydnp �01. nu PIIrIJn ldLig G,de 16-' AaaPl—Hn 1. �5 Expirnlinn D.nie. hfol/ndn M41utl Gn l 1,,1uill"j" `.- ❑n. �.r.�. .. 1.I ., 10IM1. .',-.. II IIIIII`. A. LYNN MILLER, P.E. FL P.E.1158705 1 612225 ITEM DWG.S DESCRIPTION PGT9 64 1161 II6 X 1.000 PH. DUGLE TEI( 706XI 65 FOAM TAPE 114 X 112-FOR 3/16 614121K 66 1200 FOAM TAPE 118 X 112 - FOR 1/4 613081< 68 4051A SASH BOTTOMRAIL (HIGH SILL) 64051 69 5050A FLANGE FRAME SILL(HIGH SILL) 64050 70 SILICONE, DOW 099, 9960R EQUIV. 80 A. GLASS, 3/16" ANNEALED 81 B. GLASS, 3/16"TEMPERED 82 C. GLASS, 1/4"A14NEALED 83 D. GLASS, 1/4"TEMPERED 13110" IG; 110" ANNEALED, AIR SPACE, 1/8"ANNEALED 06 E, GLASS, F. GLASS, 13/16" IG; 1 /B" TEMPERED, AIR SPACE, 1/8"TEMPERED 87 GLASS, 13/16" IG; 3116" ANNEALED, AIRSPACE, 3116"ANNEALED 86 G. 13116" IG:3/16"TEMPERED, AIR SPACE, 3118"TEMPERED 09 H. GLASS, IG: 3/16" ANNEALED, AR SPACE, 1/8"ANNEALED 90 I. GLASS,13/16" TEMPERED, AIR SPACE, 1/8"TEMPERED 91 J. GLASS, 13/16"IG;-6" F2.704 1.0I30 .062 1 47 FRAME I.F. HEAD 04071A, 6063-T6 48 FRAME I.F. LOW SILL 04012A, 6063-T6 2.374—_I +.062 2. 1� OFRAME, I.F. HIGH SILL FRAME I+, JAI 49 U4073A, 6003-T6 JG N40]46, 606&TG P.O.00%1529 -- e„u.�me N OIfOMIS,RSl311 ✓U(bly De,[ee SH6w N7.5 D "� 14 4632-20 F I4000CT REVISEDI,IodhP o„r 7,la"v!, „lin,m a,ac rlaa« N,.16-IJ I .05 Ate` � ,'lDZI cyl,mw, oam / l `Uldi`.1. A. LYNN MILLER, P.E. F�-2,764 ,E_�1�62- ( FLANGE FRAME HEAD H4002A, 0063-T6 OFLANGE FRAME JAMB (USED AS RADIUS TOP HEAD) ---4—q� 1.342 .0625 21 FIXED MEETING RAIL 114054 66063HD-TO Q I.F. FRAME SEALANT ALONG ENTIRE JOINT II I . FRAME n 2 062- 2.630 2.330 6 6 WELD O FLANGE FRAME SILL (Low) 6 ALONG IN ..C, 6063.Te SCREW BOSS (2) SEALANT OR GASKET ]3n AT HEAD AND SILL 1 .062 .490 .040 I--1.451-IT VIEW D-D VIEW H (1/1 &VIEW HEAD 6 SILL, RADIUS TOP SILL) (RADIUS TOPPHERD) OSASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION /14025. 6063-T5 04053, 600&T6 - 2.326�1 ---I1.1fi5 r 4- 2.279—� T 9 1.707ai .062 O SASH SIDE RAIL 31 p400616063-T5 SASH TOP RAIL 28 SASH BOTTOM RAIL (Low) 1 05] -- 23 714006C, 6003H5-T6 04007, 60G3dfi 69 FLANGE FRAME SILL (HIGH) U405DA,6063 T6 .68 SASH BOTTOM RAIL (HIGH) p4061A, 6053-T6 N.VENICE.Ma""T9 P.O..0A 15R rvOlmn+I5.,34214 sse 050 GLAZING BEAD 3/16" OR 1/4" L 1 .603 .050 ---I-1.097 39 94014B, 6063-T5 1.017 -- 46 GLAZING BEAD 13/16" IG p9067, 6063-TS fifi6 O60 40 GLAZING BEAD 3/16" OR 1/4" 114046A, 6063-15 (USED WI GRILL KIT) NBI( 1 9 1 14 4032-20 PIUIDUCIktiVI:HO NIYi"6 niI�16n 1`Ind,ln A11 Ii"um N,..lfo O'114.D5 uPi.m,,, n��.p21 'Ir� io Minntl ndo PrnArcl 4yL\ ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 26.603 34.603 40.6D3 46.603 52.603 56.603 64.603 76.000 ANCHOR TYPE: �+oONZ.-ZMONZ ZOrO Z ZN�p NO�ONo NZ�ZMQ O ONQ NZ Zt1ONZ O`O Z[OONZ N� O`O ZN0NZ N� O�ON Z O^O WINDOW GLASS Np O ONp O ON WIDTH TYPE 3 3 1 1 1 1 1 1 1 1 1 11 i B,D.F, G, 1 1 1-2 1 1 2 1 1 1 2 2 1 2 2 2 1 i 1 2 2 2 2 2 2 1 1 1 2 3 22 2 2 2 3 2 2 2 3 _ 2 3 2 2 _3Li _ 3 3 2 2 3 3 . .. ..... _3 3 A 3 3 3 19.125 H,J12 A,C,E,I 1 1 .. ... 1 _..._. 1 1 1 ._ .. .. 1 1 1 _.. _. -_ _ _. 1 1 1 . _.._.. 1 1 1 2 2 22 1 1 1 2 2 2 2 2 1 1 1 2 2 2 2 2 2 1 _1 _1__ 2 3 2 2 2 12 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 1 1 B,D,F,G, H'J i 1 2 1 1 2 1 2 2 1 1 1 2 3 1 2 2 2 1 2 3 2 2 2 3 3 3 2 2 3 3 1, 3 4 2 2 3 3 „1 1 1,. 3 4 2 2 3 3 1_., 1 _1.. 3 4 2 2 3 3 .1.. 4 4 3 3 M1 3 24.000 AIC" 7 'I 1 �2 1' 1 1 1 1 1 1 1 1 ... 1 1 1 -2 2 2 2 2 .. 1 1 1 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 1_..1 1- 2 3 2 2 2 3 .11 2 1�2 2 2 3 1 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 2 2 PSF 119 119 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2. B,D,F,G, H,J 2 22 1 2 2 1 2.2 2 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 a22 3 4 3 3 3 4 3 4 3 3 3 4 J4,1 G 3 3 4 4 32.000 A,C,E,I ..1 1-_ 1 1 1.1,- 1 1 1.1,:..2 2 3 2 2 2 2 2I3 2 2 3I2 2 3 2 2 3 3 2 2 2 2 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 PSF 103 117 119 1 2 2 2 2 2 2 2 2 2 2 2 7 2 _2 i ' 2 B,D,F,G, H,J 2 2 2 1 2 2 2 2 2 2 2 3 1 2 3 2 3 3 2 3 4 3 4 ._ 3 4 2 3 _ 3 4 - 3 5 2 3 3 4 3 5 3 3 4 4 4 5 3 3 4 4 4 G 3 4 4 4 +37�000: A.c,E a- - 2 1..__... 4 2 1 2 2 2 2 2 _ 2 2 3 1 2 3 2 3 3 2' 3 12:3 2 4 ,,, 2, 3 4 -2. 2 3 .' 2 3 4 2 2 3 1 2 3 2 2 3 2 2 3 1 2 2 1 2 3 1 2 3 1 2 2.3�3 1 1 3 4 1 2 2 1 3 3 PSF 96 100 120 119 2 3 2 2 2 2 2 2 2 2 2 2 2 B,D,F,G, H,J• 2 2 2 2 2 2 2 2I2 2 3 3 2 2 3 2 3 3 2 -1 2 2 3 2 3 4 2 3 5 2 3 3 3 4 3 5 $3 4 5 3 5 3 3 4 5 4 5 613 4 5 4 6 314 4 5 ao.o6G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 3 4 2 2 2 2 3 3 A,C,E,I Y 2 2 2 2 2 313 213 313 3 4 2[3 3 4 314 2 3 3 4 2 4 2 3 3 3 213 PSF 57 99 109 119 2_, 3_ 3. 2,. 3 3 2 2 3 2 2 3 2 2 B,D,F,G, 2 2 2 2_ -2.,-. 2 3.. 2 3i5 2, 334446 ?., 344 5 35 334 54 5 33 4 546445 6 44.000 H,J 222222332333343334 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2.. 2 -2, 2„ 2 2 2 2 2 aO.EJ 2228222SZ�3333423343I423343423313232323242333342334 PSF 79 110 90 100 113 114 119 2 3 3 2 3 3 2 3 B,D,F,G, 2 2 .. 2 2 2 2 3 .. _ 2 2 3 .. 7. 3 3 2 3 3 48.000 H,J 222222332333343334M1G3446463446463445463445574456 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 gC,E,I 2 2 2'l�Y 2 2 222�32�3 2 23 342I33l4 34 2.3 34 342 33324 23 3 324 23 3 3342 21 33I4 PSF 72 J10 52 90 10J 103 116 413 3 2 3 2 3 B,D,FG 2 -3 ,. 2. ._2.. 3, .2. 2__ ,3 2 -8-_ 3 2 3 3 2 3 5 4 6 3 4 4 5 44 U17 5 5 6 63.125 H,J 3 2 F22 2 2 A,C'E,I 2j2 722 222 223 2I3 223 2I4 223 324 3I4 223 324 328 223 2 3 3 2 3�4 2 2�3 3 8 32 3 314 P.O. BOX 1579 — rvoeonns.nann+ r sHOoo NTS 1 10 , 14 . ANCHOR TYPES: 1-11C ELCO TAPCONS 2-1/4" ELCO SS4 CRETE-FLEX 3-612 SCREWS t. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-101/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 0" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED K INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2, 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLO ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: rironocrnSVISBD (DP LIMITED) NlAX. PSF 110 "3P PIe4"e `.Iu, n,e Pmdus On�Idi,,Bcn4< 16•p7 4.0 Ho HEAD 2 nacrnn,u lydrntkn Dnie @0,�'LI JAMB ABOVE 2 3 QQ 1n MTG. RAIL n9A „0 3'0162� 10 JAMB BELOW ll// MTG. RAIL nuu n (FULL DP) , •.n 4i HEAD IAMB ABOVE MTG. RAIL'. - JAND BELOW I.. MTG. RAIL NDOWS A. LYNN MILLER, P.E. FL P.EJE 50705 V' NON -IMPACT„"` w 4032-20 .F 1 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4'ELCO TAPCONS ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE s. 2 -1/4• ELCO SS4 CRETEiFLEX I WINDOW HEIGHT SUBSTRATE: 3.912scREws 29.665 37.155 44.655 62.166 69.65G G7.155 74.655 76,000 o NO 0 O1 Z�ZmO 0 0 U �' Z�Zv?O U 0 U N Z�Zt'?O U O D U Z�Z'?O N O O O U UNO Z�Z N. N O O U V O Z�ZRO N O N O ONO D U U Z�Zr''O O N O O ❑NU U Z�Z of O O O ANCHOR TYPE. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: WINDOW GLPSS o1 O O O nl O 7� O U O U N O U O U N O U U U V 3 U U S U U U U HEAD - 181/2° MAX. FROM TOP CORNERS WIDTH TYPE U U JAMBS -17 12°MAX. FROM TOP CORNERS PSF 113 119 1 1 1 IS- MAX. FROM BOTTOM CORNERS E. D, F, T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1. 1 3 2 2 3 2 1 1 1 3 3 3 2 3 3 3 3 3 2 312 6" MAX, BELOW MTG, RAIL SILL - ANCFIOfts NOT REQUIRED 19.125 H,J 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2'3 2 3 3 2 2 3 2 3 1 1 1 1 1 1 q,C 9 1 1 1 1 1... 1 1 1, 1 1 i 1 1 1 2 2 2 2 3 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2I2 2I2 31NSTALL PER THE ADJACENT TABLE ANCHOR pUANTITIEs USING THE DIMENSIONAL CRITERIA OF G.I 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 NOTE 2. PSF 90 119 103 119 1 i.. 1-. 1 1-- B. D, F, 1 1 1 1 1 1 1 1 1 23 1 322 1 1 3 3 4 1E�2 1.... 4 3 1 33 1 3 2 4 3333 . . 1. 24 33 3 .1 32 3 3 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THEADJACENT TABLE WITHA 24.000 H.J 111 111 222222 1 i 33 223 1 1_1- 1 -1.. 1 1 1 BOLD DESIGN PRESSURE W THD VALUE ABOVE EM. INDICATE A HE QU NTITY ,111 1 1 1 1 2 2 2 2 2 2 3 3 2 2 - 3 2 3 3 2 2 3 3 2 3 2 2 2 2 2 2 2 2 Z 2 2 2 2 2,2 2 2 2 2 MAXIMUM OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM PSF 60 111 77 111 119 2.. 1 2 2 1 2 1, 2- 2 1 1 2..-1 1 DESIGN PRESSURE FOR THE RESPECTIVESIZE AND e, D. F, 2 _ 1 2 2 -„ 1 - 2 _2_ 7.:. -? . 344336�444324344324 . . .2. _ - - 344 3243 GLASS TYPE IS AVAILABLE. 32.000 FI,J 111-1 11 2222Y 23323334333M1 1 1 A.G.E. 0,1 2 1 1 1 1 7 2 1 1 2 2 2 1 2 22 2 2 2 3 3 1 2 3 2 3 3 2 4 3 1 3�3 2 4 3 2 3 3 1 3 2 1 3 3 1 2 2 1 2 2 1 2 2 i 2 2 2 2 _1 2 2 2 2 .1..._1- 2 2 2 2 PSF 59 96 67 90 109 119 2E 2 1 2 2 1 2 2 11 2_ B, D, F, H,J 2 1 2 2 2 2 2 2 2„2. _2_. 2_. .3 37.000 A,O,E, 11111L12222223323334M13344454�41433634443544d3354 2 1 2 2 2 2 2__ _ 2 2. 2 _ 2_ _2_. 2- 3 3 _ 13121212131 3 3 2 2 2 3 2 2I2 2 2 3 2 21212121312 G,I 1 1 7I1 1 1 2 2 2 2 2 2 3 3 2 3 3 3 4I4 3 3 4 4 PSF 54 69 62 09 101 113 119 2 2 2 2- ' B, D, F, 2 2 2_ 2 2 2 3 3 3 2 3 3 2 3 3 3 4 4 2 3 3 3 4 4 3 5 5 2 4 3 3 5 4 2 4 4 2 3 3 2 G 4 2 5 5 4 3 5 A 5 4 4 3 .2 _ 5�4 40.000 H. 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7. Y 2 2 2 2 2 TABLE KEY: A,C,E, G,I 2 11 2 1111 2 2 22222313 333 34 4 334 34 33 34 333212 3231322 3 2 33 2 E 312 (DP LIMITED) ro j6� °I c,rtw,vism�nvdnn PSF 49 of GG B1 119 _. 92 102 117 118 3 3 2 2 3 2 2 2 2 2. B. D, F. 2 2 2 3 2 2 3 2 3 3,--2 3. _3 2 4 5 4 3 5 4 5 6 4I3 5 4 5 5 4 3 5 4 PSF 117 3 �a c��I. 44.000 H. J 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 2 5 5 2 4 3 2 5 5 2 2 2 2 2 2 2_ 2,.. 2, HEAD 1 ^<N ut . Nn /p•O�I Ogg 3 3 ra l D ivy'✓ 9tS21 A,C,E, 2 2 2 2 2 2 2 2 2 2 2 _ JAMB ABOVE G,I 1111112222223 1333.3331433334 d 334133321233333I23I3333233 MI'G. RAIL uy /�p'�Jpr�+�� JAMBSELOW_ % L/ PSF 45 74 51 74 119 04 94 107 909 114 3 2 3 3 2� 3 B, D, F, H,J 2 2 2 3 2 3 3 2 3 3 2 3 4 Al—t-2 3 554 2 3 3 5d554355554 54 MTG. RAIL 48.000 11111122222123333334444446G 2 2 2 2 2 2 2 2 2 2 '111 rl„ C E, 2 2 2 2 2 2 2 2 2 2 2 33 (FULL DP) G,I {711111222�22231333333�4333334332233333233333 HE 2,`: rt JAMB ABOVE 3 2 PSF 41 67 46 67 110 76 B5 119 97 BB 2 3 3 2 3 3 2 3 BRJF :3 2 2 3 2 3 4 2,. _ 3. 33444 4 3. 4 3 M1 45544R31 4 2 _ 3 554 3 54 r r 5 54 36 5 6 G 4 36 6 MTG. RAIL �L'� 53.125 111111 2 2 2 222 2 2 2 223 2 3 2. 33 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'� 2 "°•tom— - JANB BELOW ACE, 33332233333233 MTG. RAIL G.1 111111 222222333231334333I334233.12I2 VIEW SPACING, STANDARD ^^�T one lsxe ANCHORAGE ''', �'"1:P.'.'`.'.•' NON -IMPACT A. LYNN MILLER, P.E. ��4032-20 vF fmvrvcxxamoY " `�""`'FL0"` r.o. xoz _ ALUM, SINGLE HUNG WINDOW _ uarows, aa+na ✓mbly 9vzm 5FTOO NTS 11 +14 FL P.E.B 68705 F.K. v.N 714105 J.J. u. 9/10tl5 N 19.125 n, o,n HJ 24.000 G A,C,E,1 32.000 I -, 37.000 G A,O,E 40D00 44.000 G A,gE,I 48,OOD I G 53.125 G A,O,E,I P.O. BOX 02. NOHOMIA FL 34274 NTS I 12 a 14 1. ANCHOR TYPES: 2- 114• ELCO SS4 CRETE-FLEX 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR ABOVE THE MEETING RAIL: HEAD -1012" MAX. FROM CORNERS JAMBS-17112" MAX. FROM TOP CORNERS H 112" MAX. ABOVE THE MEETING RAIL 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE HE MEETING RAIL USING , THE DIMENSIONAL CRITERIA OF NOTE 2. USETHE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518" MIN. TO 38" MAX. 5. DESIGN PRESSURE LIMITED: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALCIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESION PRESSURE WITH HE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS, OTHER- WISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: "mmWlf rtGVIGWD ........ I&v-1 ,h.nnfo oi-b.2D21 n`Pw,a r;.p+Mrw�, oum. (OP LIMITED) �tp„ MAX. P S F 112 Wy mu"„a n4=rmamn au n4 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DEP) •. .'IIro'."'. HEAD 2 JAMB ABOVE❑4 „• =: MTG. RAIL' WABOVEMM RAIL 70W NON -IMPACT �' ;11A..1^a-..," A. LVNN MILLit1h, P.E. 4032-20 E FL P.E.058705 ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE D. SASH HEIGHT SUBSTRATE: ANCHOR TYP 12.770 °{� N p u ^' $ u0 s 16.776 N N_ 18.776 N R N g r R 21.776' ry u 8 ry O 24.776ff7=3 ry HS- H" °0WNOOW 30.776 8g 31.100 g IDTH 24.000 32.000 3].000 40.000 PSF-120 2 1 2 1 2 2 2� 2 2 2 2 2 2 2 2 2_2_ 2 2 2 3 2 2 2 2 3 _.2- 2 z.._ _9___4_-3_ 3 3 _2 2 2 4_ 3 2 5 4 4 3 _3_ _ 3._ _2 2 2 4 _3_ -3 2. 2 5_ 4 _4-,; 4__2,_--? _3_.2-2._3.-2.. 2 2 .2_ -2 2 2 2 _2 23_- 2 2_ 2___2 2 J 3 3 3 3 -3 _. 3__, z--2_ _z 2 4 -4 9 _3 _2 2 5 4 __ 2-3 _ z. 2 2 3 -2 _2 2 _?-__3_ 2 3 3 -222 2 -_2-eD 2 2 4 _3 =3 2 2 4 4 1 - 2 1 1 2 2 - 2 --2. _2__,1 1 3 3 2 _ --- _- 11 2 2 Z �- z 2 .. 2_ 2 2 2 22 3 _3__.2 2 2__2._.22-2-_2- 2 2 3 3 3 8 2 _43 4 3 _ 3 2 4 Q_ 4 _3 3 2 NA 4 - 4_ _ 333 3 3 NA 2 2 zz 2 . 2 2 2 3 3 2 _2.._.._- 2 3 3 2 2 2 3 3 3 _.2 2_.._ 2 3 3 3 2 2 A 2 2 3 -.2.- 2 2 2 3 3 3 3 2 4 �3 3 3 3 2 4 4 3 3 3 2 4 4 _ 4 3 2 4 _2_ 2 z 2 2 3 ..3...2__. 3 2 2 4 4_ 3 3 2 5 4 _4- 3 -_ 3 3 5 6__J 4 3__3_-.2__3 _-3--2. 3 5 .6 7. 4-3 3 3 NA 2 z 2 2 2 2 _2 2 3 3 2 2 2 3 3 8 3 2 2 3 3 2 3 3 _ 3 __00 2 2 ._4_, 2 z 2_._?_. 22 3 2 _2_ 2 4 3 3 3__3 2- 2 4 - 4 3 3._ 3 2 4 4 3 _..3. 2 5--_6_ _ 4.,- 4 3 3_ 3 5_. 4 3 2 2 2 -_5_ 4 4 3 2 5_ 6 _4 _ 3_ 3 3 G 5 4 ..3 .. 3 6_ 5 4 3,__ 3 ..�... -..2 .....__........_. 2_ 2 _2 2 3__4_ 3 2--3 -2 2__2_ 2 3 3 3 _2'_ 2 2 2 4 3- 3 2 2 M1 4 i -50 -020 1 2 2 _- 1 2 1 2 2 1 _NA 2 1 2 _2 _.95 _BO 2 -1 1_ 1 'I 2 2 2_ 2 ._2._�... 1 1 2 2 2 _2 2 i NA NA NA 2.._ 1 1 2 2 2 2 2 2 1 NA NA 2__._. _2_ 2 2 2 3- 3 �._ 2 -2 1 1 3 2 -2 _._3 .,.2._2 2 1 3 3 2 2 2 1 3 3 2 2_ 2.' 1 3 3, 3 2 2 2 3 3 ? 2 2 2 1 3_, 3 2_-32_23�2 2 _ 3 3 -3__3 3 -2 2 NA 3. __ 7 3 - 2 . 2 NA_ NA 3 3 3 2 NA NA NA__4 -66 -60 -120 -110 -95 _2_-1__-1 7 7. NA 2 2 2 A 2 h_ 4 2 3 2 2 4 3 -BO ,-e�_.2__?._ -60 -120 -HO -96 -BD -e6 -50 -120 -170 -95 -60 -65 2 4 NA NA 2 2 2 1 NA NA NA 2 P 2 NA NA NA 2 1 7 2 2 _2 1 1 1 2 2 2 2 1 1 2 2 2- 2 2 2 1 NA 2 2 2 2- 1 NA NA _2 2 2 1 NA NA 2 2 2 2 2 NA NA ;NA_ NA 2 2 NA NA NA NA 2 _ 2 NA NA NA NFl 2 1 1 2 2 2 2 1 1 2 2 2 2 2'_. 1 NA _2 _ _ 2 YNA3 2 1 NA 2 2 1 NA NA NA 2 -2 2 NA NA NA 2 _3_ 2 NA NA NA 2 2 NA _3 2_ 2 NA 3 _3_ 9 -2 2 NA NA 3- -9 3 2 NA_ NA NA . 3 2 NA _2. 2 _5 _-4 5 5 3 3 _,-4___^_ 5 5 5 4 32 3 G_ __4 _3 3 _- '2 -4 5_ 6 4_. 3_ 3 B _ 3__ _2__3 2 _3 _3_ 3 3 3 2 5 5 4 4__ 3 9 3 3 2 2 4 3.-_ 3 2 5 5 5_ 4_ _ 3 3 6 _6 5 _5_3 _ 4_. 3 _ _ 6 6 ___ G J-3 A _...-65 3 7 �. 7 -. 6 5 ...4.. M3 3_6 3 3_ 3 2 4 _4_ 3 3 2 _ 4 ...6 _ 4 _ 3 3 4_ 4 3 3 6 6 5_ d__634 5 5 4 ]- 3 3 2 4 4 9 5 _= 5 3 4 3 J 6- G 5 _2 2 4 3 _3 _ -3_ 3 _ 5 5 - 3 4 3 - 3 s_ 5 544.000 -60 -120 410 -e6 3 3 . G 5_ 45 3 =-] 3 _6- 6 2 -`44 -3- 3 - e- G -65 -50 2 2 NA_ 1 1 2 2 2 NA 2 2 NA _120 110 NA N_A_.. 2 2 NA NA - NA _NA- NA 2_ NA NA_ NA NA NA NA2_3_-_h NA 3__2 3 NA NA 3 3 3 2 4 4 4 4 3 3 2 NA_. NA_ 6_ 4_ 43 J 3 NA NA 4 2 4 - A _ 5 4_6_5 4,_ 3 3 5 ._5 6-6 4_,4 43 3 NA6._ NA_6_ 6 ,_60'2IVA2 34 4-9G 332 -120 2 NA NA 1 1 2 2 2 2 NA NA NA 2 NA NA _2 1---2 NA NA_NA 2 NA 32 2 NA NA 2 NA_ _ 3 _ 3..__3 3 2 NA NA _3 3 _G 48 4 33 3 3 7 6 A _4 3 _ 7 7 G__ 4_ 3 6 3 _0_ 65a.125 B_80 5,__65_ 4So 3.' 4 ,4 - 3_ 3'-. NFlNFl - 3 23 _4 4._- _ 34 _3 �- 2 -, 5 ¢ 4 66_ .110 -95 NA NA 2 2 NFl_ 2 NA NA 2 2 NR NA NA NA 4 3 3 4-..7 4_.3 3 2 h 9 3 5 _4_ 3 _2_._2 2 7 2 2 NA 2 2. 2 _. 2_ 2 3 3 .? 2 3 9 4_. N. VEHICE FL NLo 1! ALUM. SINGLE HUNG IN P.O. so'"'. „,.,,rv. m. k N DICOMIS. FL 34274 Mibly BPOtt sNeo3 SNTS u13 '� 14 ANCHORAGE NOTES: 1. A14CHOR TYPES: 1-i/V ELCO TAPCONS 2- 114' ELCO SS4 CRETE-FLEX 3-912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR BELOW THE MEETING RAIL. JAMBS - 6" MAX. BELOW MTG. RAIL IF MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 6, SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED "NA' IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PSF. PRODUCT RSVIS tl' w INIiH D�Uq) B A �e La nNacrm����ml o-jld.o5 TABLE KEY: JAMB BELOW1 MTG. RAILG L 61HjtI ELOW MTG. RAIL tli ' /, NON -IMPACT ^ A. LYNN MILLER, P.E. 4032-20 F FL P.E.7158705 B I i EXTERIOR INTERIOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAM4DAOE COUNTY, USE ONLY DISTANCE COUNTY 114"SS4 CRETE-FLG%: MINIMUM DISTANCE FROM L EEAD AND SILL DETAIL ) WOOD ANCHOR (SEE NOTE 2 & 3) APPROVED 114" ELCO TAPCONS OR IN MIAMI-DADS COUNTY, USE 7112 STEEL SCREWS (GS), ANCHOR TO CONCRETE EDGE IS 1314'.CONCRETE ANCHOR 2x WOOD BUCK SOTE I&3) 1"MIN.EDGE NOTE 3) 2. FOR WOOD APPLICATIONS 1/4'SS4SVNCCOATED 0.13 NAILS. T MM 1.STYL$o—FI MOUNT DONLY))6(SEE COMMON NAILS, TYPE I, SME 10—FIN MOUNTED ONLY FMINI LSEEPENNYD T LAIC COATED (SEE DETAILS E. F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONSON THIS PAGE A51z ARE BUCI(S WHOSE + 13/6-MIN.,1/4'TAPCON, 7:3/4" MIN., 1/4" CRETE-FLEX TOTALTHICKNESS IS LESS THAN 1112". 1XWOOD BUCKSARE OPTIONAL IF UNITCAN BE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 13/6" MIN. INSTALLED DIRECTLY IO SOLID CONCRETE 1112'THICI(OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE OR AS APPROVED OY AUTHORITY NAMING JURISDICTION. (SEE NOTE 3)--L 1 -- ENGINEERED BY OTHEhS 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF THE ALUMINUM STRUCTURAL MEMBER SHALL BE 4" 1/4' AX. MAX. 8663-T5 AND A MINIMUM OF 115"THICK, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT �e SHIM SHIM DETAIL SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE dDET 00 METAL MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED, 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. - 31Ir 1114 1MIN. Fff HEADS. 6 FLAT HEAD BUT NOT LIMITED MUSTWHERE REQUIRED 'TO ST EL SCREWS• TAHAT COME INTO CONTACT JI 114"MAX. SHIM— 1/4'MAX. SHIM-1 I:.1 M•N,,. T.MATERIALS,,IINCLUDING WITHTTDA RDISSIMILAR MATERIALS SHALLMEETTHE REQUIREMENTS OFTHE FLOOTHER 1"MINrEDGE 13/4"MIN EDGE ■0 L' III'l IIII(tlI1111111�^--CONCRETE ANCHOR, - II IIIIII(III)III RAIL(SEENOTE2) n .III II 3.35 KSI MIN. CONCRETE `— OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR U UBSTRATE(SEENOTEM DETAILD DETAIL C TYPICAL FLANGED JAMB ANCHORAGE 1/4• �-I 5/6" MIN. EDGE 412"'EMBEDMENT-1 ---- i SHIM rr 131' DIA. MIN. x 2 12" NAIL, AT CORNERS AND 5' O.C. FII BELOW MEETING RAIL. (SEE NOTE 2) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 'DOD FRAME .131"DIA MIN. X 2 1/2" NAIL, AT CORNERS I I AND 5' O.C. �'I� - 5/0-MIN. EDGE J L.131- IDIA.MIN. i/4" z 21/2" NAIL, MAX. AT CORNERS SHIM AND O.C. DETAIL F, (HEAD) DETAIL E (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ID10 TECHNOLOGY DRNE N. VENILE, FL353iG — P.O. BOX 152. N01(DMIA BL342I9 Vrtibly DETAIL G (SILL) im. MAX. PRODUK7TREVI.SED ue a,n,plyinB v111i 11m PI.BW SHIM nunnmp enan 16-Qlln-b$ nvtn�..<Llo e.uo�nP�um..�3p„—/'� 2021 fa" MIN. PAinn�l Jn•�,In<I Cwn�h� ,Ylll l NOOD FRAME NCHORAGE DETAILS ILUM. SINGLE HUNG WINDOW, NON-11 sl/soo NTS 14 14 � 4032-20 A. LYNN MILLER; P.E. d ` • y