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NOA - ALUMINUM ROLLING WINDOW
w M IAM I-0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION, 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom BY St Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 Hurrican�m�4q one. - DESCRIPTION: Series "HR-710" + umHorizontal�Rolling`W ndowv.-L:1VI� . APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 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 Miami -Dade County. Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a .permanent label with the manufacturees. name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 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 Jorge M. Plasencia, P.E. NOA No.17-0411.06 MIAhi1 DADS eou�vnr Expiration Date: December 21, 2021 Approval Date: August 31, 2017 Page 1 FILE COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS ! 1. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and 'installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer° NXTTM spacer system and XL EdgeT� spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-071413) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) orge M. Plasencia, P.E. Pro#fict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014) and FBC-61 Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. , 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4, Proposal No. 16-0125 issued by the Product Control Section, dated 03109116, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.13) age M. Plasencia, P.E. Pro . ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed, and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-081 S. 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/61/16 and expiring on 12/21 /21. orge M. Plasencia, P.E. Puct Control Unit Supervisor 7 NOA No.17-0411.06 Expiration Date: December 21, 2021 E-3 Approval Date: August 31, 2017 i GEN IMPACT RATING I DESIGN PRESSURE RATING 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE & SMALL MISSILE VARIES PER OPTIONS, A. 5/16- LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER I IMPACT RESISTANT SEE SHEET B B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER, D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090' PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 311W HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER. G. 13MG" LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090" PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. 1. 13/16'LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090- PVB INTERLAYER. J.13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. K. 13/16'LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13(16"LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3H 8" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3l16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) 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 LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7. REFERENCES: TEST REPORTS FTL-4858, FTL4859 AND FTL-5330. ELCO ULTRACON NONS ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZIA13OVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1 Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. t3Obedmentor Metal Thickness A #12, Steel SMS (Gr. 5), (min.ot3threadsbeyond metal substrate) All Southern Fine (SG = 0. ) 9/16" 7/8" SIB' 8083ISAluminum 318" oils" i/8" A36 Steel or Gr. 33 Steel Stud 316, 9/16" 0.045" 18 Ga) B 1W Elco UftmCon® Jamb Hoffaw Block ASTM C90) 1-w 6" 1-114" All Concrete min. 2.85 ksl 1' 4" 1.3/4" All Southern Pine (SG = D.W 1" 1`1 1-318" 114' 410 SS Efco CreteFlex ® All Southern Pine SG = 0. 1" 1" 1-3/8" C 1/4" 410 SS Elco CreteFlex9,Jamb Hollow Block, (ASTM C90) 21@" W 1-1/4" All Ccrete (m n. 3.35 ksl on 2-112" 4 1 I-W4° TABLE 2: Material Mln. Fr Min. Fu Steel SCmW 92 ksi 12D kal Eleo UlftCon ® 155 ksi 177 ksi 410 88 Elco CreleFlex 4D 127.4 kel 189.7 kel 6063-T5 Aluminum 18 ksl 71 ksl 60MT6 Afuminum 25 kal 30 ksi - A36 Stoel 36 kal 58 kel Gr. 33 Steel Stud 33 ksl 45 ksl 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES / STANDARDS USED: e2017 FLORIDA BUILDING CODE (FSC), 6TH -rr ON :2014 FLORIDA BUILDING CODE(FBC), 6TH EDITION �ASTM E1300-09 &ANSI/AF&PA NDS•2015 FOR:WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 emi S100-12 WSO 360-10 NOA DRAWING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 6 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY......... 9-11 PRODUCT REVISED as wmply,'o with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 1212/12021 312017: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017, CW W GED ANCHOR TYPES o o O wro O D Ov i ZLL = W sa v H aw o _ a � z 8 IJ�u O LL O K ® lows z y N Z Ne9 Z LL O � n LYIVA �'4,� * No. 587051 •S�ONAL ��t`� �rlllllll111\� A. LYNN MILLER, P.F- t .-- SILICONE HOT -MELT BUM ffl[G�L�ASSBITE— 1OM. 1/2" NOM. STRUCTURAL 55 GLASS BITE STRUCTURAL 114" NOM. FOAM 3/16' NOM. —7" POLYISOBUMFNE WNT T WITH DESICCANT DESICCAM 6D,61,62 51 63,64,85 EXT. GLASS EXT. GLASS 1W ANNEALED OR HEAT STRENGTHENED GLASS 3M6' ANNEALED OR HEAT STRENGTHENED GLASS .097 PVB INTERLAYER .090' PVB INTERLAYER 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM. 7/15' LAMINATED 5/16" LAMINATED GLASS 7/t6' LAMINATED GLASS TNT. GLASS TNT. GLASS KODISPACE SUPER 4SG TPS SPACERW NXT'H EXTERIOR INTERIOR (ALL SECTIONS) 21 4, 8"S 59 `� U 50 21 85.88 1/2" NOM. GLASS BITE `� 50 BUTYL& 112' NOM. DESICCANT GLASS BITE FOAM HI:INrurctxMrrvl POLYISO• BUTYLENE 5/16"NOM. SEAL ROLL -FORMED STAINLESS STEEL DESICCANT FILL AREA SM fi•tJOM SILICONESEAL EXT. GLASS 52 52 aT• GLASS 66,67,88,69,70,71 72,73,74,75,76, 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEATSTRENGTHENED GLASS 090'PVB 047ERlAYER WANNEALED OR HEAT STRENGTHENED GLASS .OSO'FVB INTERLAYER 3M8' ANNEALED OR HEAT STRENGTHENED GLASS QJT. GLASS INT. GLASS 6'0 99 RSPACE188'0 !N4'ANRSPACE DURASEAL® XL EDGEn" 1/8. OR 3118'ANNEALED OR TEMPERED GLASS 1/8' OR 3MG ANNEALED OR TEMPERED GLASS 87 13/1S' NOM. 13118' NOM. SPACER SPACER 13116" LAMI IG GLASS W/ 5/16' LAM] 13/16' LAMI IG GLASS W/ 7/16" LAMI TABLE 3: GLASS TYPES: A. 5/16- LAMI - (1/8" A,.090' PVB, 11W A) B. 5/1W LAM] - (1/8' A,.090' PVB, 11W HS) C. 5/16' LAMI - (1/8" HS,.09W PVB, 11W HS) D. 7/16- LAW - (3116-A,.090' PVB, 3/16" A) E. 7/16' LAMI - (3116"A,.090' PVB, 3116" HS) F. 7/16" LAM[ - (3116- HS,.090' PVB, 3/16" HS) Partil Description Material 85 Kommerling 4SG TPS Spacer System See this Sheet for 86 Quanex Super Spacer Wwith Hot Melt Butyl 87 Quanex Duraseal Spacer Materials 88 Cardinal Xt_ Edge Spacer G. I LAMI IG - Do OR 3/16 A (MIN.), 5H6 OR 318 SPACE, w IS LAMI - (1/8 A,.090 PVB, 1/8 A) REF R I CE TEST REPORTS: -8717, 8968 8, 897 H.13116' LAM] IG - 118" OR 3/16-A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.09D" PVB'. 11W HS) I. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (11W HS,.D90" PVB, 1/8" HS) J.13/16' LAMI IG -1/8' OR 3/16" A (MIN.). W16- OR 1/4" SPACE, 7/16" LAMI - (W16' A,.09D' PVB, 3/18" A) K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16' LAMI- (3116" A,.090", 3/16" HS) L 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAM[ - (3/16" HS,.09W, 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 'PVB" = KURARAY TROSIFOL® PVB INTERLAYER PRODUCT REVISED -- as complying with the Florida 30dina Ccae NOA-No. 17-0411.06 Explratlon Date 12/21/2021 lay Mla 1-D Protluet Contra) 312417: NEW SHEET Co = w 3 N to O to O o Q m So ❑ N o = O� z' a F Z .�. W •- LL 0 O z J f0 N CG Ix ❑ o = Z c Q � qO LYN r/1,,, p N,y� `•l�! •• � jpFJvsF • v:� *,: No.58705 ,* S �"7;, 70NANIII1� 1'F A LYNN MILLER P.E. PX.658705 II M 110' MAX. WIDTH I.F. FRAME ---111" MAX, WIDTH FLANGE FRAME 5' DL F L DETAIL B - XOX (1/4-1/2-1/4) DLO FIXED �bLO VENT i — — — 63" M FLAN p I A FRAI AL 3/8" I 56" CONF AA. / / MAX. ) ALL E / / / DLO VE ALL NTS 62" MAX TESS T I.F. FRAME O I X ALL CONFIG. II C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 11 -- 867/16' MAX. WIDTH I.F. FRAME—►{ 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C -XOX (113-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. kx, SEALANT OR GASKET ;E AT HEAD AND SILL 1E 15 IG. 43 I.F. FRAME u 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration late 12/21/2021 By Mlaml-76 Product Control 3124117: NO CHANGES THIS SHEET. S o N Cn = ❑ G . O J s q Z I: N o OLLo w a U U d ®rc U Aa F z 'T a A ante LL oz w O k O Cn K J Pws t- to N ass O O o n O = � F j U LU - w 2 : anal ```titinnu+rr�� No. 58705, TE A. LYNN MILLER, P.E. P.F9 SM5 EXTERIOR MAX HEIGHT FLANGE FRAME MAX VENT DLO MAX. FIXED DLO INTERIOR INTERIOR MAX. VENT DLO MAX. FIXED DLO — 4 MAX. VENT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR r MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 21 EXTERIOR �J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR SILL HEAD SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED as complying with tha Florida Building Code .OA-Bo. 17-0411.06 Exptratlou Bate 12/21/2021 By Miam' roduct Contro IFHNO CHANGES 1 / _ DWGN REV DE SCRWMN MAIL PGT# 1 4102 A• FIANGEFRAMEHFAD 6063-TEAL 612237 2 4M5 SASH STOP STD. (ANTI LIFT CLIP) 6063-T5 AL 612244 3- #8X3/4PH.PANHEAD 7834AA 4 4053 SASH STOP COVER ASH STOP 6063-T5 AL 6, 4136 RANGEFRAMESIIL 6063-TEAL 64136 7 4137 SILi.ADAPTOR 6063-TEAL 64I37 8 4131 1 IROMEIRTRAM 609-TEAL 64131 10 71298 I IWEEPHOIECDVER POLYPROP. 71298 12V41O5 ADE E MOPENCE ELFOAM PAD 7PAD1626 13 A FLANGEFRANEIAMB 6063-TEAL 612225 14 GASKETFOR MAIN FRAMESiLL70DVT 74134W/K 15 #8 X I.WD UAD PN. SMS 78 16 G SCREERADAPTOR 6063-T5AL 641100 17 B FDLFDUMMiGRAIL 60MBD-TEAL 64054A 19 WSTP. I87X230 FIN SEAL 64066E 21 SASH TOP &BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP. X 270 BA CY, FIN SEAL 616830 23 225-1 ROISERHOUSM&GUIDE 42112HD 24 226 BRASSR011MWBEFdS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASIITOP GUME POLYPROP. 44128N 32 4006 D SASHMMMGRAIL 6063HS-T6AL 64006 33 1235 WSTP .170X270BA F TEEAL 67S160 35 1096 SWEEPLATCH DM -CAST 71096 36 1016 #8 X.625 PH. PL SMS 7858, 37 4126 SASHSMERAIL 6063-TSAL 64126 38 1683 WSTP 25OX270HA FIN SEAL 61693G 39 7070 BULB WFATHMM;t]P .187 X 275 67070K 40 UFTRAILCOVEELCAP 74078"C'LORR 41 4139 LF.FRAMEBEAD 6063•T6AL 64139 42 4140 LF. FRAME SILL 6063•T6 AL 64140 43 4141 LKFRAME7AMB 6063-TEAL 64141 50 GEAZINGSIUCONF, DOW 791 899 995ORGE7700 51 1224 VWYLGLAZINGBFADBUIB rrMCQ 6TP247W 52 1225 VRMGLAMGBEADBU1BMM 8TP248K 53 4039 . B GEAZINGBEAD- 5/16" 6063-T5 AL 64039B 54 4044 B CRAZING SFAD-5/16" W/GRELLKIT 6063-T5AL 644703 M 4222 A GLAZINGBEAD-7/16" 6013-T5AL 64222 56 985 C GLA2INGBEAD-7/16"W/GRIId.KIT 6063T5AL 6985 59 4W 1R.AZINGBEAD-13116" 6063-T5AL 1 64067 60 GLASS 5/16' LAME (1/8" A .090PVB,1/8" A 61 " 5/16' LAMI 1/8° A .090 PVB 1/8" ES) 5/16" LAMI LS" 090PVB US" 63 VW LAMI /16' A .090 3/16" A M62 64 " 7/16" LAhG 3/16" A .090 3116' 65 7/16" LAMI 3/16' HS .090PVB 3/16' - IIFM DwGffihtml DISCRWMN MATT. PG1W 66 GLASS 13/16" LAMIIGI/S"A 3/8"AIRSPA S/16" EAMI IWA,.09DPVB,1/8"A 67 13/16" LAMIIGl/S"A IN. 3/8" AIRSPA 5/16' IAMI 1/8"A,.090 PVB L8"HS 68 13l16" LAMIIGI/8'A IN. , 3/S" AIRSPA 5/16" LANII VN' .090 1/VHS 69 13/16" IAMIIG3/16"A . 5/16" AIRSPACL, 5/16" LAME (U8'A,.090PVB,1/8"A 70 13/16"LAMIIG3/16"A 5/16-AIRSPACE,5/16"LAW 1/8"A,.090PV$I/8"HS 71 13/16' LAMIIG3/16"A . 5/16" AIRSPA 5/16' LAMI L8'HS .090PVB U8" 72 " 13/16" LAMIIGI/S"A . 1/4" AIRSPACE, 7/16' 7AMI 16'A,.090PVB, 3/16"A 73 " 13/16' LAMIIGI/8"A . 1/4" AIRSPA 7/16' LAMI 116"A .090PVB,3/16"AS 74 13/16" EAM11G1/8"A IN. ll4" AIRSPA 7/16" IAMI 16"HS .09DPVB 3/16"BS 75 13/1G'LAMIIG3116"A OM., 3/16'AIR SPAM 7/16"LAMI /16"A .090PVB 3/16"A 76 13/I6" LAMIIG3116"A (UN.1 3/16" AIR SPACE, 7116" LAMI 116"A .090PVB 311G"BB 77 I3116" LAMIIG3/16"A 3/16" AIRSPA 7/16" LAMI 16"HS .090 3116'119) 90 1014 1 SCREEN FRAME OR, & VER 3105-H14 AL 91 1630 ISCREENCORNERMWIRINGS POLYPROP. 92 1631 SCREEN ODRNFRKEYW/01TTRMS POLYPROP, 93 1073 SCRFENSFRING ST.ST. 94 1624 SCREEN SPLIlM-.135DIA.FOAM EMPVC 95 1635 SCREENSPLINE-.135DIA.HARD ISCREEN EMPVC 96 . CLOTH 2.784 .062 1.988 43 I.F. FRAME JAMB #4141,6063-TB _7 2.710 2.624 " F01.2 41 I.F. FRAME HEAD 94139, 6063-T6 42 I.F. FRAME SILL 94140. 6063-TB PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 72/21/2021 :CHANCiED OUWNO SUCO� I SILICONE. i i {�J o = i A o 0 -j �@w@ Z N { Z m nQ LU LU V U OF aw ozw 8 r ILI L l F- w Z2 N Z S N w O = J _O IY O Q CL _ CL LYiV/y�i�� ��.•�CENBF. , /� * No.58M5 OZ C WA 0NAL A LYNN MILLER PAL .062 1. 73 1. 73 ---2.710----�•I 1.'[22 I-2.711 —+1 D FLANGE FRAME HEAD O FLANGE FRAME SILL #4102A, 6063-T6 94136, 6063-T6 .1 .062 -�il•�-.062 .490 437 T- -1.45I-� 1.46 O SASH STOP O HORIZ. ROLLER TRACK #4025,6053-T6 #4131,6063-T6 .062 1 �1.349-y 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 i .678 .050--► T 54 GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) 2Eoak--�� 7 1.081 I - 32 SASH MTG. RAIL #4006D, 6063HS-T6 k '.871.096 -{T 55 GLAZING BEAD 7/16" #4222A,6063-T5 52' �•{ 1.187 �- .0 3190 O FRAME SILL ADAPTER #4137, 6063-TO 1"I .03 062 rrr�.4..���03�-•1 17 FIXED MEETING RAIL #405413,6063HD-T6 2. 6 1. 9 .0 37 SASH SIDE RAIL #4126,6063-T5 i .050--k—' 678 1.115 I -T 56 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) O SASH STOP COVER #4053. 6063-T5 "ICI +-2.764-1 1.363 .082 13 FLANGE FRAME JAMB #4002A, 6063-T6 MU 1 .678 1.096 ��� { -T 53 GLAZING BEAD, 5/16" #4039B,6063-T5 •6� .050 I � 1 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florldo Bu0dln9 Code NOA-No. 17-0411.06 Expiration Dale 12121/2021 3124/17. NO CHANGES THIS SHEET. 1 wm v J A 13R W N 0JO a� LL O Z W LOU EMU LLI LL m ® � ¢ PIG o z mm IL O _ o Q t = aru �o `�.�'�p�1Y�lYN�r��`�.•",�� �'�; UCEHSF •'•`•'tn i �. N. will � *� - -0 S�ONAL t.;•�• A. LYNN MILLER RE SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, SEEANCHOR SEE ANCHOR NOTE 1 1 3/8" NOTES: TABLE, SHEET 1 TABLE, SHEET 1 MIN. i. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS �'� ' SEE ANCHOR WHOSE TOTAL THICKNESS IS LESS THAN 110. 1x WOOD BUCKS ARE OPTIONAL IF � �•` � TABLE, SHEET 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS Sx WOOD c DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE BUCK, NOTE 1 OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/ MAX. 1/4"1 MAX H 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO DETAIL A DETAILS CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 1 /4° 4. 0.131" DIA. MIN. X 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. MAX. S1 3/8" 1/4" MAX. SHIM —►I F+— SEE ANCHOR 4 �I MIN. I I TABLE, SHEET 1 INTERIOR SEEANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1- SEE ANCHOR TABLE, SHEET 1 :HOR' HEET 1 a (JAMB DETAILS E, F & 1) EXTERIOR 2-1/2* MIN. EMBEDMENT SEE TABLE, ANCHOR" • EXTERIOR INTERIOR H 4 SEE ANSHEET 1 (HEaAD & SILL DETAILS A, B, C. D. G & H) TABLE, SHEET 1 1x WOOD BUCK, NOTE 1 SEE NOTE 4 5/8" MIN. EDGE TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM • j 1 SEEANCHOR s TABLE, SHEET 1 SEE ' ANCHOR TABLE, SEE ANCHOR SHEET 1 TABLE, SHEET 1 2x WOOD DETAIL C BUCK, — NOTE1 TYPICAL FLANGE FRAME SILL SEE ANCHOR TABLE. SHEET DETAIL H (HEAD) 518" MIN. EDGE 2-1/2" MIN. EMBED :GRAL FIN FRAME 518" MIN. EDGE NOTE 4 DETAIL I (JAMB) PRODUCT REVISED as compI I with the Florida Buliding Coda NOA-ND. 17-0411.06 Expiration Date 12/21/2021 By Miam a Product Control 324117: REVISED NOTES TO �3 COMPLY WRH NEW z ANCHORAGE. ADDED NOTE 4. N > O B o O ME �O o OMa a 2 1: J cm 'z W cm=LLm 7 U U PIE o� g exsD .w tvia O Z v o O w J 0 J O ~ 0 ® 1 F Q i Z N LU/ 0 0 0 0 U U = cenly�NM!ll�` *� No.6870.5 A. LYNN MILLER, P.e. P.E..58705 Maximum Design Pmssum, DP (psf) XOOrOX ommil Wdth OWMR H819M Glass Type A, B, Q H G R E. F, L J, K L 97 487 63-1/8' 26• + .0 -75.0 +7 .0 / - 6.0 +75.01-75.0 +75.01-75.0 +75.01-76.0 +75.0175.0 60• 88' +76.0176.0 +75.01.76.0 +75,0 / -76.0 +76.0 / 75.0 72' 74' --;7-5- .01.75.06.01-75.0 --;7-- +75.01.75.0 +7&01.76.0 3r 48' 633w 36' +75.0 / 76A +75.0 f -76.0 +75.0l75.0 +75.0/-7&0 +75.0179.0 +75.0 / -75.0 60' 86• +76.0175A +7&0/-75.0 +75.01-75.0 +75.0 f 76.0 7y +T5.0/ T5A +75.01-T&0 +75.0 / -75.0 37• 48• 53•I/8• 38.316' +75.0/ 75.0 +7&01-75.0 +75.0 / 75.0 +75.0/-75.0 +75.0/-T6.0 +75.0 7-76.0 aM 88' +75.0! 76.0 +76.0/ 76.0 +75.0 f 75.0 +75.0 / -75A IZ' 74' +76.0! 76.0 +75.0/ -75A +75.0 / 75.0 +75.0 / 76.0 3r 48• 53.1w 4V +75.0/ 75.0 +7&0/-7&0 +75.0175.0 +75.01.75.0 -75.01-75.0 +76.01.75.0 BO' 68' +75A/ 75A +75.0/- 55.0 +75.01-75.0 +7&01.75.0 72• 74' +75A /-75.0 +75.01-75.0 +75.0176.0 +7&0 / -75.0 37' 46' ' 0-68' +75.0176.0 +7&0/-75A +75.0/-75.0 +715L0 145.0 +75A/76A +7&O176A T +76.01.79A +75.0l-75.0 +75.0/75.0 T75.0/-75A +75.0/75.0 +7&0! 75.0 +76.O/ •7&0 +75.01-75.0 3r '4w 534m, 64' +75.0 / 75.0 +75.01 75.0 +75.01-75.0 +75.0/ 75.0 +75.01-75.0 +75.0/-7&0 60• e8' +76.014510 +7&0 / 7&0 +75A/-75A . +75.01 7&O 72' 74' +75A/-75.0 +75A/ 75.0 +75-01-75.0 +7&0/75.0 3r 48• 53.1/w OO' +76.017&0 +75.0/7&0 +75.01-76.0 +750/ 76.0 +7 A/7&0 +7&0175.0 eC B6 ° +68T5.0 / 7&0 +76.01.75.0 +74.21 74.2 +75.0 / 7&0 72' 74' t68.8/69.6 +7&O/7&0 +.1 I68.f +75.0175.0 3r 4B' 59-1/B• 83• 1 +76.01-75.0 +75.0175.0 +76.01-75.0 +75.01-75.0 +75.0 -ITS 0 +75.0 / -76.0 60' 68' +75.D 1.7&0 +75.01-75.0 +70.2 / 702 +76.0/-75.0 72' 74• +652 / 652 +7&01-75.0 +63.8 /-63A +75.0 / -T5.0 I FUKANUHUKACitA"CtlrtttI V. ABLE 6: TABLE 7: Maximum Design Pressure, OP (F s XOX,113-113-1/3 C4erall Oman Giese Type Width Wght A. B. C. G, H. I D. I?, F, d, K L +60.0 -60.0 + 5.0175.0 53.1/8' 460.01.WA +7510/-75.0 60' +80.01- 0.0 +75.01-75.0 Or 26' +aOAI aOA +76.01.76.0 7V +60.0I -WA +75.0 ! 75.0 84' +60.0 / 60.0 +75.0 /75.0 18.7/Ir +00.01-ea0 +76.0175.0 48' 460.0 J 6D,0 +75.0175.0 53-If8' +60.0/60.0 +75.0175.0 80' +60.0160.0 +76.01750 ee 35' :;iOA/-VA +76A 176.0 74' +80.0 f 6D.0 +76.0176.0 84' +60.0 ! 60A +75.0 / 75.0 6-7116' +60.0160.0 +76.01.7&O 46' +60.01 W.0 +75.0 / 75.0 53.1f8' +60A 1.GOA +762/ 75.0 BO' +60.0/•60.0 +75.01-75.0 68' wafir +60.0l60.0 +76.0175.0 74' +00.0 ! 60.0 +75.0 / 75.0 84' +50.0760.0 +75A/-75.0 Oa1161 +60.0 / 60.0 +75.0 f 75.0 48' +60.01.60,0 +75.0175.0 a`i118' +76.0176.0 60' +75.0/750 66' 46• m +7&0 / -75A 74' +75.01-75.0 84' +76,01-76.0 6-7118' +75.0 / -75.0 41r +60.01.60.0 +75.01-750 53.11a' +80.0/60.0 +75.0 / -75.0 67 +60.0 / 60.0 +75.0 / 75.0 60S18' +80RI60.0 +75,01-75.0 ' 74' +80.0160.0 +75.0 / -75.0 s +80.0 / 60.0 +75.0 / •75.0 67119' +W.0 / 6D.0 +76.0 / 76A Qr +60.0 f 60.0 +76.01-75.0 is-li ° +�.0160.0 +7&0175.0 67 +60.0160.0 +7&07 75.0 66• 54' +W,0/60,0 +75.0! 75.0 7q' +60.01-MO +75.0/ 7&0 84" +60.0/60.0 +75.0/ 75.0 6-7116' +w O / 60.0 +75.0 f 75,0 48' +80.0160.0 +75.0 / 76.0 P-7fir +80.01 W.0 +7&01.75.0 fill- +60.0160.0 -76.0 / 75.0 6E er +60.0/60.0 +75.0 7-75.0 7,V +6Q0/6Q0 +75.01.75.0 B4• +g0.0/60.0 +7&0/-75.0 1i711(r +W.O/60.0 +76.01-75A a 1+8Q0l60,0 +75.01-75.0 31/8' +B0.0/60A +7&0l-76.0 60' I +BO.O l60A +76.0 / -75.0 98• 83' I +6OA f 60.0 1 +7&0 / -75.0 10. • f , Maldmum Design Pressure, DP (ps1) XOX, 114 - 112 - 114 Olean Overall Gass Type Width Height A, B, Q H C, I D.E. F, J, K b3-uw +e0. +fia0 rW.0 + Wr - &0 60• +00.01450A +80.0 / 60.0 +60.0 / 60.0 +65A 1.60.0 +76.0 / -76.0 +75.01.75.0 74' 84' " 28' +e0.0160.0 +60.0 / -00.0 +76.01-75.0 s8• +W.0/-MO +MOf-MO +7&0/-75.0 100.1w - +13DA /-60.0 +60.0 / 60.0 +76.0176.0 10r +6DA 1.MO +6a01460.0 +75.01-75.0 III, 1 +83.0 f 60A +80.016DA +75.0 / 76.0 53-118' +60.0 f _8D.0 460.01.60.0 +78017560 BD" +60.0/60A 7 A16Q0 +OQO1.60.0 +65A7.60.6 +75.0175.0 +7rA176.0 ift _84• 3T +60.0 jftO 460.01-WA 4MO/6Q0 +60.0/60.0 +75,017&0 +75.01-75.0 98' 10"Ir +60.0/-60.0 *60.01-WA +60.0/60.0 460.01-aOAE-7&OI +75.0/-75.0 75.0 10d• 111' +80.0lfiQ0 +80.0/60.076.0 63-IM +ftOl43O.O +aQ0160.075.0 80• +60.01-MO +BD.o/6Q0 +Ba0I60A7&0 46a0/60.075.0 74•_ BS 38618' +60.01.60.0 +60.01.W.0 +60.0/-80.0•75.0 +60.01-WA5.0 g8' 106-W +MOO- .0 +50.01 60A5.0for +60.0/ W.O +60.0/60.05.0 111' +60.01-M.0 +MO16D.0 +7&01-75.0 53-W +M0/60.0 +60.01.W.0 +7&D 1-75.0 60' +60.01-MO 460.01-MO +7&0/-76.0 14' +60.0/60.0 +60.01.60.0 +7&0/-75.D 84' 48, +80.01410.0 +BOAf-80.o +MO/60.0 +60.0/60.0 +7&01-76.0 +7&O/-75.0 a6' 1D63B• +W.0/6a0 +MOO -WA +75.01-75.0 108' +MM14910 +MOI6D.0 +7&0/-75.0 111' +BOA I.80.0 +60.0I 60.0 -76.0/.75.0 534w +60.01-MO +00.01-WD +7101-71L0 60• +60.0/-80.0 +MOI6D.0 +76.0)76.0 T4° +60.0/-80.0 +00.0160.0 +7&01 75.0 84' "wa• +60.0160.0 +MO / 60.0 +8Q0/60A +7&O1 76.0 +75,0/ 75.0 9O• 460.0160.0 +75.0l-75.0 10"r 108• +60.0 / 60.0 +60.0 / 6DA +75.0/-76.0 111' +BaOl60.0 +6Q0/60.0 +7&01-7&0 53.11w +BOA1- 0.0 -60.016D.0 +7&0175.0 60' +80.0160.0 480.0 / 60.0 +500/60.0 1 +MOO W.0 1 +76.0175.0 +7&01.75.0 74• 64' 64, +60.0/60.0 +6oA1-80.0 +7&0/-75.0 BB' +e0.D 16a0 -MO I -MO +75.01-75.0 106318` +80.0/60.0 +6a0160.0 +75.01-75.0 1D8' -60.0160.0 +60.0/60.D +75.0! 75.0 Ill" +59-51-M6 +WO160.0 +76.0! 76.0 63.1/61 +BabI-WO +6a0/60.0 +7&O/-75.0 '7 +80.0! 60.0 +6a0/60.0 480.0 / 60.0 +80.0/-810 +75.01-750 +7&0/7&O '14' 04' 60' +800 / 6a0 +Ban / 6D.0 +75.0175.02 86' +68.8l 58.8 +60.D/•60.D *75.0/-76.0 10B318' +552 / 652 +00.0 / 60.0 +75.0 / 75.0 108' +54.01.54.0 +60.0160.0 +75.0 / -75.0 711• ♦5&616&6 +60.01.60.0 +7&0/76.0 53-IW 400.0/60.0 +80.0/-NA +7&01.7&0 67 - +640 / 60.0 -60.01-80.0 +80.0 / 6Q0 +90.0/60A + 5A 1.7&0 +7&01.75.0 74• 460.01-MO +5521592 +GOA 160.0 +KOI610 +75.01-75 +75.01-76.0 84• 63,.0 96' 1w1w +513/62.3 +6a2l-wo +75.01-75.0 108• +513 f 61.7 +60.0 /60.0 +750/-75.0 111' +50.91-Me +80.0/60.0 +75.0l75.0 FOR ANCHORAGE SEE SHEET 11. GLASS TYPES: A. 5/16- LAMI - (1/8" A,.090" PVB, 1/8' A) B.5/16' LAMI -(1/8"A,.090" PVB, 1/8" HS) C. 5/16' LAMI -(1/8' HS,.G90' PVB, 1/8" HS) D. 7116' LAMI - (3f16" A,.090' PVB, 3/16" A) E. 7116' LAMI - (3/16" A,.090' PVB, 3110' HS) F. 7/16" LAMI - (311W HS,.090" PVB, 3116' HS) G-13/16" LAMI IG.-118" OR 3/16" A (MIN-), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.09W PVB, 1/8" A) H-13/16' LAMI IG -1/8" OR 3/16' A (MIN.), 5116' OR 3/8' . SPACE, 5/16° LAM] - (1/8" A,.090" PVB,1/8" HS) I. 13/16" LAMI IG -11W OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" HS,.090" PVB, 1/8' HS) J. 13/16" LAMI IG -1/8" OR 311W A (MIN.), 3/18' OR 1/4" SPACE, 7/16' LAMI - (3/16' A,.090" PVB, 3116- A) K. 13116" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,•090' PVB, 3116' HS) L 13/16" LAM] IG -1/8" OR 3/16" A (MIN.), 3/16' OR 1/4- SPACE, 7/16" LAMI - (3/16" HS,.090' PVB, 311(r HS) PRODUCT REVISED as comp)ying with the Florida Building Code HOA-No. 17-0411.06 ExplratlDn Date 12/21/2021 By M ai Product Control 3lf4117: UPDATED TABLE o 0 = w Q O o °� C7 N I m u°� N cmzLL$ W mo Uj r U_ u 1121 U 19 o o Z O. $ W ato O � raves m � w N Z w NwB x IL o. NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER j i llN/'�JJ'�--�, WINDOW iN `\`�0" 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT I"FROM TABLE SIZE DIMENSIONS. _ * : No. 58705 3) FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS L HAVE A TEMPERED I.G. GLASS CAP. _ ?� -8 Z I�-;�,, TYPES G - SHALL _ �O SATE BOTH THE DP AND ANCHOR QUANTITY REMAIN ma's '•ORIDI UNCHANGED. .•' G�.� , �''�VAL, 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. 0.L(mAm �``EFq,����\` P.E P.E.g 58705 Q QFrf ©EIa�Y gQ ��f3f3©NF Ri3p 1f3 F ppQAppf��±k�3 It, RTVTrffli + o W W W W W w W W W W W W W W W W W w W W W W W w W W W W W w W W w W W N N N N N N N N N N N N N N N N N N N N N $aV y�j, �3Apt3iiFiRpRRRf3pii�AARfiff3ff3pf3R�iAlil3QfJlfi�i?RRR;pbQiQiiI�fJt3� Y*+ + 4 Y 1 SSA' i 4 i i •, 4 ,• + i ,• i 4+ i+ S S;Sf. 5 SS S 3. 33SS,'..5,33�5. �SS� W W W W W W W W w W W W W W W w W W W W w w W w W w w W W W W W W W W N N N N N N N NM N N N N NI. N N N N N N N N�� � X 1 f 4' F+ } 4♦{! M 4 f -' '' 1' + J �f + Y+ Y Y Y T T 4 1 f 't . ♦ i + M4 T f Y W W W W W W W W W W W W W W W W W W W w W W W W W W W W W W W W W W W N N N N N N N N N N N N N N N N N N N N N N N+++++ N N+ + N N+ + N N N N+ + N N+ + N N+ + N N+ + O1 r U U 4 4 4 W W 4 U 4 W 4 W 4 4 4 4 U U 4 b b 4 b 4 4 b 4 Wb W b W N N N N N N N N N N N N N N N N N N N N N a D rga�aRagbRigf3pf3f33i3iitbti3if3if3ii66,1.x +++ ++++++++++++++ ++++ +++++++++++++ +;. + o 4 W 4 W W 4 w b 4 U w b W W 4 w 4 U 4 4 b b U W fu U w W U b U U W W 4 N N N N N N N N N N N N N N N N N N N N N •j $ m X r R it ilR i iRf3 ?S3t tf3Rv f3 f363€3F3i+S i i 3 i f3 t a +1+1 U U U 4 U 4 w N U 4 U 4 U U 4 4 Y 4 U W W W 4 4 0 0 0 U 4 b U N N N N N N N N N N N N N N N N N N N N m zo:? o �� ox : z o o oZ _ m Qmow �Z umi 6z m N mpri N Z L A Car S —.. 9 I CD m pLrxbZm A mN m� oy $AO� m SmZ tom o z� W ¢ G r IX au pDx m �Z w w A� mwc 1 m p z zm ° n�o �Z °A DZZ ~ 7.1 IT! , . DN Pzg� y N to z �oo = mc) m� z o a yzo v m zA0 m O z QN Zopz�m gm Nij -nm O vZp� Z �Fnz fn m N y '+ F l0 � Ix w zmr�mDz C A� o a�iov°m'mo = 0 A �m=ZTF A imZ0 D m p 0 m 0 0 0 �?mz00 m gFn ��y r � F 1070 TECHNOLOGY DRIVE `.�� ..••._•,q,1,�+, N. VENICE, FL 34275 D� 3 }80 `�.. � '•. y . (sal) 480-1600 ® C v ? a -A1 COPYR10HPGM POTRIDUSTRIES,U10, CERT. OF AUTH. 012B298 wLRIGHM RESERVEDim Pt m't9 0 2 ALUM. HORIZONTAL ROLLER, IMPACT 03/22/06 n o 2 to a w in ANCH. QTY., OX & XO �� JENS ROSOWSKI N ;v HR-710 III NTSIL D OF 11 $ 4127-10 i n D TABLE 10: Anchor QuanliTles XOX,14 -113 -113 with Glass Types A. B, C. G, H & I O.W Wtd81 Che1A H4M Anchor G"A AnohorGroop8 Anchor Group Hood & BID Janb H4ad & SIII Janb W.d 8 S9 Jamb 48' 53.1/8` 23' 1+02+1+C2+1 2 1+C2+1+C2M 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1.CZ+1+C2+1 2 Bp 66' t.C2+1+C2+1 2 1+C2+1+O2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+CZ+t+C2+1 2 74• W e&7118' 1+C2+1+C2+1 2 S+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1.C2M+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 46• 557/8' 38' ,+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1 C2t1 2 17C2+NC2+1 2 14C2+1+C2+1 2 1+C2+1+C2N 2 67 SB' 14C2+1+C2+1 2 1+02+1+C2+1 2 1.C2+1402t1 2 11C2+1+C2+1 2 1+C2+1+ Z+1 2 i+C2+1+02+1 2 74' 84' 86-71101 14C2+1+C2+1 2 S+C2+1+C2+1 2 1+CZ+t+C2+1 2 14CZ+i+C2.1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ,+C2+1+C2+1 2 1+C20+C2+1 2 46' 383W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 2 /+C2+1+C2+1 2 1+CZ+1+CE+1 2 1+C2+1+C2+1 2 S+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C1+1+C2+1 2 1+C2+1+C2+1 2 J..7 1+CZ+1+G2+1 2 S+C2+1+C2+1 2 1+CZ+HC2+1 21+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 46' 53.118• 46' 1+C2+14CZ+, 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+,+C2+1 3 t+C2+1+C2+1 3 14C2+14C2+1 3 W, 66' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14t2+1 3 I+ Z+1+CZ+1 3 1+02+1+C2+1 3 1+CZ+1+C2+1 3 74• 84' tIB-7/18' 1+C2+1+C2H 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2t1+C2+1 3 i+C2+1+C2+1 3 t+CL+NC2+1 3 i+C2Nff2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48' 53•V8• SCF6I8• 1+a2+1+02+1 3 1+C2+1+CZ+1 3 1+C2+1*CZ+1 3 1+C2+1+C2+1 3 1+02+1+C2+t 3 1+C2+1+C2+1 3 W 66' 1+C2+1+02+1 3 1 1+C2M+C2+t 3 1+02+1+C Z+1 3 /+C2+1+02+1 3 1.C2+1+C2+t 3 1+C2+1+CZ+1 3 74' Be W7Tie' 1+02-1+12+1 3 1+C2+1+C2+1 3 1.C2+1+C2+1 3 1+C2+1+C2+1 3 ,+C.2+1+CZ+1 3 1.C2+i+C241 3 1+C2+i+C2+1 3 1+C2+,+C2+1 3 1+C2+1+C2+1 3 46' 511/8' W 1+C2+1+C2+1 3 1462+1+C2+1 3 1+C2*1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2.+1 3 1+C2+1+02+1 3 /4C2+1+02+1 3 +C24i+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+ 2+1+C2+1 3 1..5"". 1+C2+1+C2+1 3 1+C2+t+G2+1 3 1+C2+1+C2+13 1+02+1+02+1 S 1K2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C241 3 1 1+CZ+1+C2+1 3 1+C2+,+C2+1 3 48' 53-W 66' 14C2+1+CZ0 3 ,+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1.C2+1 3 i+CZ+1+C2+1 3 or W 1+C2+1+CZ+1 3 1+C2+t4t2+1 3 14M1+02.1 3 1+C2+1+C2+1 3 14 2+1.C2+1 3 l+ 2+1+C2+1 3 741 84' 88-7/16' 1+C2+1+02+1 3 1+C2+1+C2+1 3 14M41+C21 3 14CZ+1+C2+1 3 1+C2+1+C2.1 3 1+CZ+1+C2N 9 t.t2h+C2+1 3 1.C2+1+CZ+1 3 1+C2+1+C2r1 3. 46' 53-1118' 88' 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ41 9 1+02+1+02+1 3 1+C2+1+C2+1 3 601, 66' 1+(2+1+02*1 9 1+f2f1+O2+1 3 1fCS+1+C2+1 9 1r(2+1+C2N S 14tZ.1+C2+1 9 1tC2+1+C2*1 9 74' 84• W116' 1+C2+14C2+1 3 14/2+1+C2+1 3 1+C2M+C2+1 3 1+C2+l+C2+1 9 1+C2+1+C2N 3 1+C2+1+C2+1 3 1+03+1+C3+1 9 1+C2M+C2+1 9 1+C2+1+C2+1 3 TABLE 11: AnchorQuaotitles, XOX,113 -1/3 -113 with Glass Types D, E, F, J, K & L OW.11 Width Ovema H*M Anchor A I A-hb ratoup 0 1 Anct-Ga o C Haad & SO Jamb Hwd & SDI Jambi Head & SIII Jamb a. 53-1/6' 2E' 1402+1+C2+1 2 1+C2+I+C241 2 1+C2+1402+1 2 i+C2+1+C2+1 2 1+C2+1+02+1 2 1+C1+1+CZ+1 2 ST air ,+C2+1+C2+1 2 1+C2+1+C2t1 2 1.02+t+C2+1 2 1+C2+1+02r1 2 1+C2+1+02f1 2 1+Q+1+C2+1 2 74' S4' WAS, 1+C2+1+C2.1 2 S+C2+t+C2.1 2 t+C2+1+C2+1 2 1+C22+1+C2+1 2 1+C2+1+C20 2 1+122+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C3+1 2 48' 53.116' 38' 1+02+1+C2+1 2 i+C2+1+C2+1 2 14C2+1+C2+1 2 i+C2+1+CZ+1 2 1 1+C2+1tC2+1 2 14C2+1+C241 2 sr BB' 1+02+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZM 2 t+t2+,+CZ+1 2 14C2+1+C2+1 2 74' ow 1+C2+1+C2+1 2 ,+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 C16.7/18' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48• 53-IM, 3531V 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02M+CZ+1 2 1+C2+1+C2+1 2 14C2f1+C2+1 2 1+02+1+C2+1 2 6V' W 1+C2+,+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+l 2 ,+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 741 W 1+C2+1+C20 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 88-7/16' 1+C2+1+02+1 2 1+CZ+I+C241 2 1+02+1+02+1 2 48- S&IM. 48• i+C2+1+C2+1 3 1+02+1+ 2t1 3 1+C:2+1+92+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C241 3 66' 68' 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+02+1+C2+1 $ 1+C2+1+C2+1 3 1+C2+1+C241 3 1+02+1+M-11 3 74' 84' 68.7/1C t+C2+1+CZ+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1+C2+t+t2+1 3 1+C2+1+C2+1 3 46' W40 SCI618' 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+14CZ+1 3 1+C2+l+C2+1 3 ,+C2+1+C1+1 3 W* 68• ,+C2+1+G2+1 3 1+C2+1.C2.1 3 11402ti+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+CZ+1 3 i+CZ+1+C2+1 3 74• 84' 1+C2+1+ 2.+1 3 1+C2+1+C2+l 3 1+C2+1+G2M 3 I+0241+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 66.7n6• i+C2+1+C2+1 3 1+C2+1.C2+1 3 1+C2+1+C2+1 3 48' 611/e' 54• 1+C2+1+C2+1 3 1+C2+1.C241 3 1+C2+,4C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 BC' - t+[2+1+C2t1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+, 3 ,+C2+,+C2+1 3 /+02+,+C2+1 3 74' 84' ...... 14C2+1f(2+1 3 1+C2+1+t2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C241+C2+1 3 1+C2+,+C2+1 3 1+c3+1+C3*1 3 1+C2.1+C2+1 3 1+02+1+C2+1 3 48' 63.1/8• Ba' 1+C2+14CZ+1 3 1+C2f1+C2+1 3 1+C2.1+C2+1 3 1+C2+14=.l 3 /+C2.1+C2+1 3 1+02+1+C2+1 3 8C 88• 1+C2+1.C2+1 3 ,+C:2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1. 1+C3+1+C3.1 3 I+ 2+1+C2+1 3 1+C241+C2+1 3 84' 86-77118' 1+030+0811 3 ,+C2+i+C2+1 3 1+C2+1+C2+1 3 ,+C3+1+C3+1 3 I+ 2+,+C2+1 3 1+02+1+Cx+1 3 46' W 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t.C2+1 3 1+f2.14C2+1 9 NC2+1+C2+S 9 1+C2+1+C2+1 9 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2M 3 1+C3+1+C3tl 3 1+C2+1+C2+1 3 1+C2*1+C2+1 3 M53 1+C9M+C3+1 3 1+C2+1+C2+1 3 ,+C2+1+=+l 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3+C2+,+-+13 i+qrl+C3t1 9 1+C2+1+(2M 9 2tC2+1+C2M 3 TABLE KEY: X O X 1+C3+1+C3+1 3 —ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT as comptying with the Plorida PLUS (1) ANCHORS AT FIXED SECTION. NOIA,-Nocode 17-0411.06 (B) ANCHORS TOTAL AT HEAD AND SILL. Expiration oat 12/2112021 (4" MIN. O.C. ANCHOR SPACING) By r/Ilam -0 e Product control 25 3/4" MAX. 324/17: UPDATED TABLE& — ►{ f--4" MIN., 10.1/2" MAX ELEVATION, 0" MAX. X O X MTG. RAIL, TYP. 3 �n o N EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ,�� o a aJ (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: 8' MAX. FROM CORNERS AND 221/2" MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. m OLLp am W a Z CD rr " = W � z v �a U 4e ova 10. 4 O Z 8 � w J 1L Z co X Z N O = Ot O U ? = afYt. Q ac0 aaP�B \111y11111 II/2j2/ LYNN�� �.,. �: LiGENs ••�� i F No.56705 '� 0'NAL .A LYNN N81EH. P.E. PF1#58705 f f (ABLE 12: AncborQuan611es, XOX, 114 -V22 -IN with Glass Types A. B, C, G. H & 1 0Mm3 W4h OMM11 NW11M Amhw GMWA AmharOmuPt Anchor GlmpC 11md 6 6Ii IJ&M Head & 618 J2ftqI+M+I+C2.+ N Jamb v �' t+C20 2 + +1 2 »¢+»C2+ 2 i+G2+1+G2F1 z .1 z 74• 84• »¢aH¢+1 2 »¢+ +C2+1 2 +1 2 1+¢+2+¢N 2 1+C2«7+¢+1 2 N7 2 E6` 1+¢+2+¢+1 Z i+C2+i+CZ+1 2 +1 211B3B• »C2+2+¢H 2 1+C2H+C2+1 2 +1 2Tor »¢+2.CZ+l 2 1+Q+i+C2+1 2 +1 2III, 1+C2+2+C2+1 2 1+C2+1+CZ+1 2 2+1 263-11r t21' »¢+1+C2+1 2 1+¢+1+C2+1 2 l 2 »¢+1+¢+1 2 1+Gz+1+G2+1 2 1tt2+1+¢+1 2 74• 84- 1+C2+1H,R+1 2 /M2+1+CZ+t 2 1+2+1H2+1 2 1+17+2'C2+1 2 i+¢+t+C2+1 2 1+¢+1+¢N 2 aC 1083Ir 1+C2+Z+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+¢N 2 1+C2+2+CZ+1 2 t+¢+1+¢+1 2 far 1T1• 1«C2+2+¢N 2 1+C2+2-Q+1 2 7+C2+1+C3+1 2 i+C2+2+C2+1 2 t+C2+1+CW 2 53-Ile' W 33,W 1+¢+I+(2+7 2 1+C2+1+¢+1 2 1+C2+1+C2+1 2 1+C2+1+C2H 2 1+C2+1+C2+1 2 1+C2+1+¢N 2 74` 84 1+C2+1+is«7 2 t+C2+7+C2+1 2 1+t2'1+C2+I 2 1+¢+2+C2+1 2 »G2+1+CZ+1 2 14Ml+C2+1 2 96• 108-21r IGr III, 1+C2+2+C2+1 2 14C2+1H2+1 2 t+Q+1+¢+1 2 1+¢+2+C2+1 2 1+C2+2+C2H 2 .1+cz+»¢+1 2 1+¢+2+C2+1 2 142+242+1 2 i+M.I+¢+1 2 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+02+1+M+l 2 63-Ur ar 4r 1+C2+i+C2+1 3 1+¢+1+CZ+1 3 1+C2+1+¢+1 3 1+¢+1+C2M 3 1+02+1+C2+1 3 1+C2+.+C2+1 3 74• 84 or 1063T' 1+¢+»C2+1 3 1+C2+1H2H -3 1+C2,1+ 2+t 3 i+C242+C2+1 3 1+¢+142+1 3 1+02+1+CZ+1 3 1+¢+2+¢+1 3 1+¢+2+020 3 1+¢+1+C2+1 3 /+CZ+3+¢+1 3 t+C2+2H2+i 3 1+G2+1+C2+1 3 low ill, t+CZ+3+C2+i 3 1+C2+2+C2+1 3 1+C2+1+M+l 3 1+C2+3+¢+1 1 3 1+C2+2H2+1 3 1HR+I+C2+t 3 63-1/r 6V 74• fK• SB' t0a _ tOr It7• soag, 1+CZ+i+02+1 3 1+C2+1+¢+1 3 1.=+1+¢+1 1 3 /+62+i+G2+i 3 »CZ+1+¢+1 3 »C2+1+¢H 3 l+¢+»C2+1 3 t+C2+1+G2+1 3 t+¢+1.C2+1 3 1+C2+2+CZH 3 1+C2+1+¢H 3 1+CC+7+C2+1 3 1+C2+2+¢+1 3 1+C2+2+¢+1 3 1+C2+t+¢+1 3 7+C2+3+C2+1 S 1+¢+2+¢+i 3 »C2+1+C2+1 3 1+C2+3+C2+1 3 »C2+2+¢+1 3 »¢+t+CZ i 3 1+C2+3+C2+1 3 1+¢+2t=+1 3 1+02+2+¢+1 3 63-vr 07 74 84 0r 10531r 108' 117• 64, »¢+1+C2H 3. 1H2N+¢+i 1 3 1+¢+»¢+1 3 1+C2+1+CZ+1 3 1+C2+1+¢N 3 1+C2+1+¢+1 3 t+t2+1+C2+1 3 »¢+1+02+t 3 I+ 2+»¢+t 3 1+02+2+C2+/ 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+¢+2eC2+1 3 1+C2+2+¢+1 3 t+C2+1+CY+1 3 1+CZ+3+2+1 S 1M2+2+C2+1 a 1+¢+1+¢H 3 t+C2+3+C2+1 3 1+C2+2+C2+1 3 1+02+1+C2+1 3 i+C2t3+¢+1 3 1+C2+2+¢+1 3 1+C2+2+¢+1 3 53.7/r er 74 W 0r t+C2+i+Ml 3 1+C2+1+C2r1 3 1+G41+C41 3 I+C2+1+¢+1 3 1+C2+1+¢+1 3 1+C24142+1 3 1+¢+»CNt 3 i+¢H+C2+1 3 1+¢+i+C3+1 3 1+¢+2H2+t 3 1+CZ+1+¢+I 3 iH7+1+C2+i 3 iH13+2HJ3+1 8 !+CZ+2+C2+1 3 1+CY+1+02+1 3 to33T` 10r 111• 1H7J+3+C3tt 3 t+¢+2+C2N 3 1+C2+1+C2+1 3 1H3+3+C3N 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 iHB+3+C3+1 3 1+C2-2+¢+1 3 1+C2+2+C2+1 3 6341r 87 �, 1+C2+/+12+1 3 1+C2+1+C2+1 3 1+C2+1+¢+1 3 1+¢M+C2+1 3 1+¢+1+C2+1 3 1+C2«1+C2♦1 3 74 04' 88° 108316' 10r 11t' 1+C2+1+02+1 3 !+ 2+1+C2+1 3 1+¢+7+¢+1 3 1+Cd+2+C3+1 3 I-M+1+C2+1 3 1+C2+1+¢+1 3 1+C3+2+C3+1 3 1+G2+2+C2N 3 »C2+i+¢+1 3 1+C3+3+G3+t a t+¢+2+C2t1 t+C3+3/C3+1 9 1+C2+2H2+1 3 1Hw1+¢H 3 i+C3+31C3+1 3 1 142+2+C2+1 3 1iH2+2+(2M 3 (ABLE 13: with Glass Types D, E, F, J, Anchor QuantIdea, XOX,1/4 -1WI.MI+C2+1 D,erv6 YYdfh 0-3 H*hl A=hor eke,.pA Amha OMUAmb.GMUPC Hmd & 610 Jamb H.W & St had a SC Jmrtb i 6v �• + +Q+1+C2+1+ 2 1+C2+1+¢+1 2 »C2+1+CL+1C2+1+12s1 2 T4• 84' i+¢+2+CN 2 1+CZ+1+C2+1Q.+7+C2M 2 1+C2+2+C2+1 2 I+ 2+7+C2+1C2+1+¢+1 2 2r 1+C2+2+C2+7 2 1+C2+2+C2+1¢+1+¢+1 2106TV 1tCZ+2s¢+1 2 1+C2+2+CZ+1C2+t+¢+1 2.106' i+¢+2+¢+1 2 1+C2+2+C2+1C2+1+2+1 211• 1+¢+2+C2+1 2 1+Q+2+C2+12+l+2+l 2 53-IW (v I+2+1+12+t 2 1+C2+1+2+1 2 i+C3+i+C2+1 2 +C2+1+C2+1 2 1+¢+1+CZ+1 2 +C2+1K2+l 2 74• 84• 1+C2+2+02+1 2 1+CZ+7+C2+1 2 1+CZ+1 +7 2 1+C2+2+CZ+1 2 1+a2+ «C2+1 2 1+C2+1+C2+ 2 sr 1o63T' tar III, 1+C2+2+¢+1 2 1+¢+2+¢+1 2 +C2+1+C2+1 2 1+I2+3+C2+1 2 14 2+2+¢+1 2 1t¢Ht+¢++1 2 1+C2,a+C2«t 2 »C2+2+C2+1 2 i+C2+2+¢+1 2. 1+C2+3+C2+1 2 1+C2+2+¢+1 2 1+C2+2H2«t 2 63-VW 6v a636 1+¢+1+C8+1 2 t+C2+1+02+1 2 i+C2+1+C2+1 2 1+02+1+¢+1 2 1+¢+1+02+11 2 1+C2+1+C2+1 2 74 °d 1+02+2+C2+1 2 1+ 2+1+C2+1 2 1+C2+1+¢+t 2 t+c2+2.G2+1 z 1+¢+t«¢+1 z I+C2+1+C2+1 2 W1«C2t2+C2+1 ice3Yr tw 111` I+C2+3-C2+I 2 a t+C2+2+C2N I+ 2+2+¢+1 2 2 1+¢+»C2+T 1+C2+2+C2+1 2 2 I+tM&H2+1 2 1+C2+2+¢+l 2 1+¢+2+C2+1 2 1+02+39 2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 63.11r ST 48, 1+t3+1+C2+1 3 1+CZ+7+C2+1 3 1+C2r»12+1 3 1+C2+1+CZ+1 3 1+CZ+1+cz+1 3 7+C2+»¢+1 3 74 84 i+C2+2+C2+1 3 1+C2+1+C2t1 3 1+¢+»C2+1 3 I-C2+2+C2«1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 a8' 106a1r tOr 1It. t+C2+3H2+1 3 1+¢+Z+C2+1 3 1+¢+i+C2+1 3 1+¢+3H:Z+1 3 1+G2+2+C2+1 3 1+¢+2+C2+1 3 1+¢wi+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C2+2+CZ+/ 3 1+C2+2+C2+1 3 83.116- 60' 6D�r 1+¢+1+C2+1 3 1+C2+1+¢+1 3 1 1+C2+1+CZ+1 3 1+¢+i+C2+1 3 1+=+1-02+1 2 i+C2+1+02+t 3 74 84- 1+C2+2H2+1 3 1+02+1+CN1 3 1 �¢N+f 2+1 3 1+¢+2+C2+1 3 1+¢+1+¢H a il=+I+CZ+1 3 w 106318' low 111- 1+02+3m=+1 3 1+q+2+C2+1 3 1+C2+1+CZ+l 3 1+C3+3+M+I 3 1+¢+2+CZ+t 3 1+02+2+C7+1 3 1+M+3+03+1 3 1+¢+2+C2+1 3 1+C2+2+¢+1 3 1+C3+3+C3+1 3 7+¢+2+C2N 3 1+¢+2+M+1 3 63•Lr 80• T4' Of ae• 106aw tow 64 t+C2+1+C2+1 3 1+t2+1432+1 3 1+C2+1+¢+1 3 1+C2+1+C2+1 3 t+C2+1+CL+1 3 ItM+i+¢+1 3 1+C2*t 2+1V1+M2-(*+I H 3 t+¢+1H2+i 3 1+C3+2+C3+12+1 3 1+¢+1+C2+1 3 1+C3+3+C3H+1 3 1+¢+1+t2+1 3 iHJ+31C3+12M 3 i+C2+2+¢+1 3 i+W+3+C3+141 3 i+C2+2H2+1 3 1+C3+3+C3+1+1 3 i+¢Y2+C2+1 3 53-tw 6T T4 W r6" 106316• for III, 1+¢+1+C2+1 3 1 1+C2ti+C2+1 3 I+C2+1H2+1 3 1+C2+1+C2+1 3 1+C2+1+C2-I 3 »C2+1+C3+1 3 1+C3+2+C3+1 3 I+¢+1+02+1 3 1 1+C2M+C2+t 3 1+C3+2+C3+1 3 1+C2H+¢+1 3 1+¢+1+02M 3 1+CM+C3+1 3 1H2+2+C2+1 3 1+C2+1+C2+1 3 %M+343+1 3 1+C2+2+C2+t 3 1K2+2+C2+1 1 3 1+C3+3+C3r7 3 t+L2+2+C2+1 3 1+¢+2+¢+1 3 1+43+3+C3+1 3 1+02+2+ 2+1 3 1+C2+2+¢M 3 634181 em 63" 1tCZ+7+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+S+C3+1 3 1+C2fl+2+1 3 1+C2+1+C2+1 3 74 W ar 106318• 106• 7+G3.2+C3+1 3 1H2HK2+1 3 1+C3+1+C2+1 3 7+G3+2+C3+1 3 t+C2+1H32+1 3 1+C2+I+C2+1 3 ;5Ta-.2+1 3 1+02+2+2+1 1 3 1+C2+1+C2+1 3 »C3+3+Q+1 3 1+C2+2+C2+1 1 3 1+C2+2+¢+1 3 t+C3+3H:3+1 3 t+C2+2+CZ+1 1 i+02+2+C2+1 3 t11' 1H2+3+C1.1 3 1+¢+2+C2+1 I +g+2H2+1 1 3 TABLE KEY: X O X 1+C2+2+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL (4- MIN. O.C. ANCHOR SPACING) 25 314" MAX. MIN., 10-112" MAX. 9" MAX X O X 1 _ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP 1 ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101&' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4- MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. , • t PRODUCT REVISED as complying with the Florida Building Codo NDANo. 17-0411.06 Expiration Date 12/21/2021 By Mlaml-0� roduct Control 3124117; UPDATED TABLE & ELEVATION. ! m X wr O o Riff 0 � O H � O 0 Z LL: Co Z a pp _ Lu Ra U re Z GOb a IL r- wJ lam c a Z H W JO N IL C 'a iaalB --i 0 X z N of O O O = ti a a = +tYl 1Ea Zai�S \iit 111111/l!7lr, i �,� Qtq LYNArPkI NO.58705 *S ZONALI�?t`�� A LYNN tietER P.E. P.E258705