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HomeMy WebLinkAboutNOA - HORIZONTAL ROLLING WINDOWSCANNED RECEIVED �-"- FEB 0 9llliH MIAMI-w� St Lucie County MIANTI-DADS COUNTY ® Permitting DepartmenPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES tkAV4e County 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 T (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ynyw.miamidade.,ov/economy PGT industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the .expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) andlor 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 "BR 710" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Winslow, 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. l JSSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's nacre 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. .ems = •'} %' NOA No. 17-0411.06 MtAMFt7aDE courrrr Expiration Date: December 21, 2021 �1 2 7 Approval Date: August 31, 2017 Page 1 FILE COPY PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED .M. DRA` VINGS 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'o spacer system, Super Spacer' NXTTM spacer system and XL EdgeT711 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 A lo.16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an. XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 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. FTL4858, dated 03/08/06, signed and sealed by Edwuado Largaespada, P.E. (Submitted under NOA No. 06- 0405.06) orge 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-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONT11i`UD) 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-5rh Edition (2014) and FBC-61h 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. ("Hazing complies ASTi 1 E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L No. 16-1117.01 issued to Ruraray AnieAca, 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-55th Edition ('2014) and FBC- 6" Edition (2017). dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous 1V0A JVo.16-07X 413) age M. Plaseacia, P.E. Prodlict 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: EVIDEP;CE 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. 07-08I 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 P( I' Industries for their Series "HR-710" .Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21 /21. orge M. Plasencia, P.E. Pr uet Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 20'21 Approval Date: August 31, 2017 E-3 F LI IL VI IIV ru%IYL.ML.L.LJ%.A wrmpV/'11V,... k 1 fLd 1 r_ vt 1—.—..v....-4e....r....--w---.........vv.. . ..........--..-- D LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER, LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. I LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. I LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. "OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI 11W ANNEALED GLASS WITH A .090" PVB INTERLAYER. ' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE D GLASS WITH A .090" PVB INTERLAYER. OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5116" LAMI /8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAM] 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. 'OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI f16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAMI 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. ES, SHEET 8) SED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. IED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. IN ALLOWABLE STRESS DESIGN, ASD, 5S INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. :ALED WITH NARROW J0114T SEALANT OR GASKET, TL-4858, FTL4859 AND 1711-5330. NOA'S FOR WOOD CONSTRUCTION IN MANUAL. +NED 81 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ABOVE 30 FT, GLASS r(PES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Frame Substrate Min. Edge Min. 04. Min. Enbedmentor Member Distance Distance Metal Thickness Southem Pine (SG = 0.aS) 9/16" 7/13" 1-v. All 6063-TS Aluminum 3/8" 9116" 118" A36 Steal or Gr. 33 Steal Stud 316" 9/16" 0.045" t18 Ga) Jamb Hollow Stock ASTM C- 0) 1-3/4" 6" 1-1/4" All Concrete (rain. 2.85 ksl) 1" 4" 1-314Y Alt Southern Pine (SG = 0.,55) 1" 1" 1-3180 LD All Southern Pine (SG = 0.55) 1" 111 1i8" Jamb Hollow Eilaok (ASTM G£�?) 2-1/2" 6" 1-1/4" ® Alt Concrete (min. 3.36 ksl) 2-1/21 4" 1-3/4" gks! 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: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION AASTM E1300-09 NOA DRAWING MAP SHEE' GENERAL NOTES.............1 GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 5 EXTRUSIONS .................... 6 W ITE 55 1/2" NOM. GLASS BITE STRUCTURAL ' POLYISOBUTYLENE — WITH DESICCANT i2 51 163,64,65 ALED OR HEAT STRENGTHENED GLASS —�j 3/16' ANNEALED OR HEAT STRENGTHENED GLASS VTERLAYER 0906 PVB INTERLAYER ALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED kSS 7116" LAIVIINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) I. TE 52 :,70,71 ,LED OR HEAT STRENGTHENED GLASS 4TERLAYER .LED OR HEAT STRENGTHENED GLASS IATED r AIR SPACE i" ANNEALED OR TEMPERED GLASS '16" LAMI 50 EXT. GLASS O KODISPACE 4SG TPS D 1 MU tr I U MML. SILICONE 3/16" NON 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS <//// �--INT. GLASS s SUPER SPACERS NXT TM REINFORCEMENT POLYISO- BUTYLENE, 5/16"NOM� SEAL ' BUTYL & 1/2" NOM. DESICCANT GLASS BITE FOAM —7 EXT. GLASS J G,:73,74,75,76.7i'� - 3116' ANNEALED OR HEAT STRENGTHENED GLASS -090" PV8 INTERLAYER IN - 3116' ANNEALED OR HEAT STRENGTHENED GLASS DURASEAL@ - 3116' O 1R 144AAI SPACE -1/8" OR 3116" ANNEALED OR TEMPERED GLASS 87 SPACER O -13116' NOM. 13116" LAMI IG GLASS W/ 7116" LAMI /8" A) /8" HS) 1/a" HS) 3/16" A) 3116" HS) I, 3/16" HS) (MIN.), 5/16" OR 318" SPACE, 5/16" LAM{ - (1/8" A,.090" PVB, 1/8" A) k (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMA - (1/8" A,.090" PVB,.1/8" HS) (MIN.), 5/16" OR 318" SPACE, 5/16" LAIVII - (1/8" HS,.090" PVB, 1/8" HS) (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) k (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (T16" A,.090", 3/16" HS) k (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI-(S/16" HS,.090", 3/16" HS) TA MI r- a- ROLL -FORMED STAINLESS STEEL EXT. GLASS GLASS DESICCANT FILL ARE 6� XL EDGE' SPACER 5116" NOM. SILICONE SEA INT. GLASS Part # Description Material 85 Kommading 4SG TPS Spacer System See this Sheet Materialsis 86 Quanex Super Spacer nXr with Hat Melt Butyl 67 Quanex Duraseal Spacer 88 lCardinal YL Edge Spacer KthtK1=NL;= 1 bi Ktt-vmi o; r 1 L.-o 1 r, oaoo cc o;lry 'HZ ABOVE 30 LL HAVE A 110" MAX. WIDTH I.P. FRAME — I :LANCE FRAME so :TAIL B - XOX (1/4-1/2-1/4) nv 12h W44211 Eanu :D DLO VENT" 63" M +liRRl'�YY.. CY (l. '_'— • ..�.:�� FLAN f� FRAI ALI CONF i 56" MAX. 2 DLO ALL VENTS 62" MAX. X� k I.F. FRAME ALL II I� CONFIG. �1 85 7/16" MAX. WIDTH I.F. FRAME -� �-- 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. AX SEALANT OR GASKET GE AT HEAD AND SILL tic - L :IG. 15 43 I.F. FRAME 13 j FLANGE FRAME i MAX. VENT DLO ��&--- MAX. FIXED DLO ----{ MAX. WIDTH (FLANGE FRAME) CFC'.TInN R-R (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) -a- MAX. FIXED DLO MAX. VENT DLO —■-i MAX. WIDTH (I.F. FRAME) FERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VENT DLO SAD 78MAA R SASH STO 6063-T5 AL 3ML 6063-T6 AL 64136 6063-T6 AL 64137 6063-T6 AL 64131 ' t POLYPR.OP. 71298 CFLLIFOAM PAD 7PAD1626 [AMB 6063-T6 AL 612225 IN FRAME SILL JOINT 74134W/K ?N. SMS 781P �R 6063-T5 AL 6411OG WL 6063HD-T6 AL 64054A FIN SEAL 64066YG TOM RAIL 6063-T5 AL 61M40 BACK, FIN SEAL 61683G I & CiLWE 42112I3D MEETS BRASS 713RNV'HL2 U R SASH TOP C MR, POLXPROP. 4412M AIL 6063HS-T6 AL 64006 BACK, FIN SEAL 67SI60 DM-CAIST 71096 MS 7858 - 6063-TS AL 64126 BA SFAL 616830 >TRIP .187 X 275 67070K .CAP 74078C" LORR 6063-T6 AL 64139 6063-T6.AL 64140 6063-T6 AL 64141 M, DOW 791 899 995 OR GE 7700 3EADBULB CK 61-P247W LEAD BUS 6TIyMK 5116, 6063-T5 AL 64039E 5/16" W/GR L KIT 6063-T5 AL 644703 7116' 6063-T5 AL 6V22 _ 7116" W/GRILLKIT 6063-T5AL 6985 13/16' 6063-T5 AL 64067 )PVB, V8" A PVB Iv HS )O PVB, 1/3" HS) )OPVB, 3116" A) )OPVB 3/16" )90 PV13, 3/16' HS) • 69 13116" LAMI IG3/19A' .. - 5/I6" AIR SPAS, 5/IG' LAMI (118"A, .090 PVB, 1/8"A 70 13116' LAMIIG2/16"A (MIN), 5116" AIRSPACF, 5/16" IAMi 1/8"A, .090PNIB, I/8 M 71 13/16' LAMI IG3/16"A (MIN.), 5/I6" AIR SPAS 5/16" LAMI f118"HS, .090P�B, 1/8" 72 " 13/16" LAMI I&I18"A (MIN.),1/4" AIR.SPACK 7/16" LAMI (3/1G'A, .090 PVB, 3/16'AZ 73 I3/16" i.AMI ICrl/8"A (MIN. 1/4" AIR SPAC 7/16" IAMI 116"A, .090 PVB, Y1611s 74 I3/16' LAMI1&118"A (MIN.),114" AIR SPAM 7116' LAMI(3116"HS .090PVB 3116"HS) ' 75 " 13/16" LAMI IG3116"A iN.), 3/16" AIRSPACE, 7/16' LAM 3/16"A .090PVB 3/16"A 76 13/16" LAMI IG3/16'A , 3I16" AIR SPACE, 7/16" LAMI PI16'A, .090PVB, 3/I6"HS 77 IY16" LAMI IG3/16"A . , 3/16" AIR SPACE, 7/16' IAMT 3116"HS, .09a PVJ3, 3/16"HS 90 1014 SCREEN FRAME OM & VER- 3105-H14 AL 91 1630 SCREEN CORNER KEY WIItINNGS POLYPROP. 92 1631 SCREEN OORNFR KEY W/OUT RINGS POLYPROP. 93 1073 ISCREENSPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM B4 PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVt✓ 96 SCREEN - CLOTH 2.784 .062 1.a88 q� I.F. FRAME JAMB #4141, 6063-T6 2.710 062 —+ q I.F. FRAME HEAD 94139, 6063-T6 Q IE HEAD 3-T6 ,152 1.122 n FLANGE FRAME SILL #4136, 6063 T6 062 --.062 .437 T-r-lj,46 'OM RAIL 5 116" HORIZ. ROLLER TRACK #4131, 6063-T6 2. 79 .06 1.f181 �-- 3 SASH MTG. RAIL #4006@, 6063HS-T6 .05� 678 C55) GLAZING BEAD 7116" ."A r%rt^A TG FRAME SILL ADAPTER #4137, 6063-T6 187 .062 -1.403 -d-I 1 FIXED MEETING RAIL #4054B, 6063H©-T6 2.326 1.49 062 37 SASH SIDE RAIL A 4126, 6063-T5 G SASH STOP COVER j#4053, 6063-T5 �-�+---2.784� 1.T .062 13 FLANGE FLAME JAMB #4002A, 6063-T6 F050� FL .678 1.096 --{� 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .050 .678 .683 6.060 1.115--�-.--•-� � �- ---gyp -1.097 5-6)GLAZING BEAD, 7/16" 59 GLAZING BLAD,�13/16" 14rlfjcr% lmna,2 Tr. TABLE, SHEET 1 T 114" MAX. SHIM SEE ANCHOR TABLE, SHEET 1 _ FLANGE FRANK HEAD SECTIONS DETAIL B — 1/4" MAX. SHIM SEE ANCHOR TABLE, SHEET 1 a. •" V q SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR' SEE ANCHOR ABLE, SHEET 1 a • TABLE, SHEET 'I 1x WOOD BUCK, NOTE 1 DETAIL F . FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET: UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR C:MU. WUUu BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS, TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORIT HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOW IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS C FLORIDA BUILDING CODE. 4.0.131" DIA. MIN, X 21/2" NAIL AT CORNERS AND a" O.C. TYPICAL DETAILS G, H a I. 4 INTERIOR 1JAC r1CYAII c c 1: A. 1\ Exr {HEA & SiL lffl" 114„ MAX. MAX. SHIM SHIIM —� --_� Y SEE AN60IR 1 318 MIN. TABLE, SHEET 1 ANCHOR ` _ 2x WOOD Ggzr. Ar%l('t4riR TART F RI-IFFT 1 SEE NOI 53418" 26" +60.01 60. +75.0 ! 75,0 +60.01.60.0 +76,01-75.0 60" +60.01.60.0 +75.0 / 75.0 68" +60.01.815.0 +76.0/-75.a 74" +60.01.60.0 +75,01-75,0 64" +60.0 / -60.0 +76.0175.0 Wile" +60.0 l -60.0 +75.0 r 76.0 - 43' 36" +60.0 r -60.0 +75.0 J 75.0 53 t!8" +60.0 / -60.0 +75.0 / 75.0 e0" +60.01-Aft .0 +76,0 175.0 86" +80.0 / -60.0 +75.0 / : 75.0 74" +60.01-80.0 +75.0 / 76.0 84' 86-7/16" +60.0 / -eo.o +75.0 / 75.0 +60.01.60.0 +75.01.75.0 46' 53-1/e" 36-318" +60.0 / -60.0 +75,0176.0 +60.0 r -60.0 +76,0 f 75.0 w +60.0/-60.0 +75.0 f 75.0 66" +60.0/-60.0 +76.0 ! 75.0 74" +60.0 1-60.0 +75.0 / -75.0 84" +60.01.60.0 +75.0 / .75.0 86-7116" +60.0 / -6(t.0 +75.0/-75.0 48" 1 48" +60.0 / -60,0 +75.01 75.0 53-118" +80.0 1-60.0 +76,0 / 75.0 60" +60,0 / -60.0 +75.0 / 76.0 66" +50.0 / 40,0 +75.0 I.75.0 70 +60.0 / -60.0' +75.0 / -75.0 64." +60.01-60.0 +76.0 / -76.0 66-7/16' +60.0 / -60.0 +75.0 / -75.0 4a" 53-1/8' 50,51e, +60.0 / -60.0 +76.0 ! 75.0 +60.01-60.0 +75.0 / -75,0 60" +60,01.60.0 +75.0 ! 75.0 68" +80.0 / -60.0, +76.0 / 45.0 74" +80,01.80.0 +75,0 / -75.0 84" +60.0 / .60.0 +76.0 / .75.0 667/le" +00.0140.0 +76.0/-75,0 48• 53-1/8" 54" +60,01-60,0 +75.01-75.0 +80.0 / -G0.0 +76.0 r -75.0 60" +80,0 f -60,0 +75,01 76.0 66" +60.0/-60.0 +75.01-76.0 74- +80.0 / -60.0 +75.01-76.0 84" Wile" +60.0 / -60.0 +75.0 / -76.0 +80.01$0.0 +75A / -75.0 48" 80" +60.0140.0 +75.01-75.0 53-118" +50.0 / -W.0 +75.0 % 75.0 60" +60.01.60.0 +75.0 r 75.0 66" 74" +60.0 / -60.0 +75.0 / 76.9 +60.01.60.0 +75.0 / -75.0 84 +60.0/.60.0 +75.0[-75.0 68-7/18" +60.0 / -60.0 +75.0 f 76.0 46" 53416* 63" +60.0 / -60.0 +78.01.75.0 +80,01-60.0 +75.0 / -76.0 e0• +60.0 / -80.0 +75.0 / 75.0 86" +00.0 / 430.D +75.0 / -75.0 74" +60.0 / -80,0 +75.01-75.0 84• +60.01.80,0 1 +75.0/-75,0 86-7116" +60.0 / -60.0 +75,0 l -75.0 FOR ANCHORAGE SEE SHEET 10. 53-1/8" • 28" +60.0 / -60.0 +60.0 / -60.0 +75.0 / -75.0 60" +00.0 / .80.0 +60.0 / 40,0 +75.07 -75.0 74" +60.01-6fl.0 +6a.0 / -60.0 +76.01-75.0 64" +e0,0 / -60,0 +80.01-60.0 +76.01-75.0 96" +60.0 / 480.0 +60.0/-60.0 4-75.0/-75.0 1063/8" +60,01.60.0 +60.0 / -60.0 +75.0 / 75.0 105, +G0.0 / -60.0 +60.01-60.0 +76.01-75.0 111" +80.0 / -mo +60.01-60.0 +75.0 / 75,0 53-1/8" S6" +6o.0 r -no +60.0 / -60.0 +75.0 / 75.0 it +60.0 / .60.0 +60.0 / -60.0 +75.01 75.0 74" +60.0 / -60.0 +60.01.60.0 +75.0 / 75.0 84" +60.0 / -80.0 +60.0 / -60.0 +75.0 / -75.0 or 1063/8' +60.0 / -60.0 +60.0 / -60.0 +75.0 / 75.0 +60.0 / -60.0 +60.01-60.0 +75.0 / 76.0 108" +60.0 ! -80.0 +60,01-60.0 +75.0 ! 75.0 111" +60.0 / -60.0 +80.0 / -amo +75,0 / 75.0 53-1/8" +60.01.84 0 0 +78.0 175.0 60" +60.01.80.0 0 +75.0 / 75.0 74" +60.0 / -80.0 0 +76.0175.0 64" +sa.o/-6a.o N/-6D.0 .o +75.0/-?5.0 w38-318 +60.01.60.0 0 +75.01-75.0 1063/8" +60.0 / -80.0 0 +76.0 / 75.0 +80.01-80.0 +60.0 / -6a.0 +75.0/-75.0 111" +60.0 / -60.0 +60.01-60.0 +78.0 / 75.0 53-116" +60.0 / .60.0 +60.0 / -60.0 +76,0 l -75.0 6T +60.01-60.0 +60.D 1 -60.0 +7101 75.0 74" +60.0 l .6o.o +60.0 / -60.0 ¢75.0 / -75.0 64" 460.0140.0 +60,01.60.0 +75.0 / -75.0 ow48" +60.0 / .60.0 +60.01-M.0 +75.0 / -75.0 106318' +60.01.50.0 +60.01-60.0 +75.0 / 75.0 108" +60.0 i -60.D +60.01.60.0 +75.01 76.0 Ill" +60.0 / -60.0 +60.0 / .60.0 +75.0 / 75.0 53-1/8" 50.518" +60.01-80,0 +60.01.80.0 +75.0/-75.0 60" +60.0 / -60.0 +60.0 / .60.0 +76.01 76.0 74" +60.01-e0.0 +60.01-60.0 +76.0 / 75.0 84" +60.01-MO +60.0 / -80.0 +75.0 / 75.0 w +60.0 / -60,0 +60.01.60.0 +75.0 176.0 108318" +60.0 / -60,0 +60.0 / -60.0 +75.0 / -75.0 108" 1 +60.0 / -60.0 +60.0 / -60.0 +75.0/-75.0 111" +60.0 / .80.0 +60.0/-60.0 +75.01-76.0 534/8" 64" +e0.01.60.0 +60.01-60.0 +75,0 / 75.0 60" +60.0 / -60.0 +60.01.60.0 +75.0 l 75.D 74" +60.0 / -60.0 +K01.60.0 1 +75.0 / .75.0 w +6d.0 I -6a.n +6o.0 / -60.0 +?5.0/-75.0 86" 1083J8" +60.01-MO +60.01.60.0 +75.01-75.0 +60.0/-60.0 +60.01-60.0 1 +75.0 / -76.0 106" +60,01-60.0 +60.0 / -60.0 +75.D / 76.0 111" +59.51.59 5 +60.01-60.0 i +76-01 75.0 53-1/8" 60" +80.0 / -60.0 +80.0 1-60.0 +75.0 i 75.0 r+75.0 60" +60.01.60.0 +60.0/-60.0 / 75.0 74" +60,0 / -60.0 +60,01-60.0 + 5.0 / -75.0 84" +60.01-60.0 +60.01-60.0 +75.01 75.0 86' 106-318" +68.8 / 58.8 +60.0 / -W.0 +75.0/-75.0 +55,2 / 55.2 +60.01-8D.0 +75.0/-75.0 106" +54.61.64.6 +60.01.6D.0 +75.0/-75.0 111" +53.61.53.6 +60.01-60.0 +76.0 / 75.0 WNW 460.01.60.0 +6D.0 / -60.0 +76.0 / -75.0 60" +60.0 / -60.0 +60,0 / -60.0 +75.0/-75.0 74" +60.01-80.0 +60.01 Z0.0 +75.0 / -75.0 w +60.01.60.0 +60.0 / -60.0 1 +75.0 f 75.0 E. 7/16" LAMI - (3/16" A,.090" PVB, 3116" HS) F. 7/16" LAMI - (3/16" H$,.090" PVB, 3116" HS) G. 1311V' LAMI IG -1/8" OR 311W A (MIN.), 5/16" OR 3/8 SPACE, 5/16" LAMI - (1/8" A,.090" PVB, •1/8" A) H. 13116" LAMI IG -118" OR 3/16" A (MIN.), 5/16" OR 3/8 . SPACE, 5116" LAMI - (1/8" A,.090" PVB, 1/S' HS) I. 13/16" LAM[ IG - 118" OR 3/16" A (MIN.), 5/16" OR 318' SPACE, 6116" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4' SPACE, 7116" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4' SPACE, 7)16" LAMI - (3/16" AA90" PVB, 3116" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (LIIN.), 3/16" OR 1l4 SPACE, 7/16" LAM[ - (3/16" HS,.090" PVB, 3116" HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LAR( WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIOI 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLAB TYPES G - L. SHALL HAVE A TEMPERED I.G. GLASS CAP BOTH THE DP AND ANCHOR QUANTITY' REMAIN "-' ;: _ �_ .1 2 1+(2+1 2 2 2 1a 2 1+C2+1 2 1 2 't+C2+1 2 ! 2 1+C2+1 2 1 2 e+C2+1 2 1 2 1,+C2+1 2 1:. 2 1 1+C2+1 2 1. 1 2 1 I+C2+1 1 2 1 2 1+C2+1 1 2 t 2 i 3+C2+1 2 1 2 ! 1+C2+'1 2 1 2 11 I+C2+1 2 1 1 3 1+C2+1 1 3 1 3 1+C2+i 3 I' 'J 1+C2+1 3 1 3 1+C2+1 3 1 3 1+c2+1 3 1 3 1+t2+1 3 1 3 11 1+C2+1 1 3 1 3 1+C2+1 3 1 3 1+C2+1 3 i' 3 1+C2+1 3 tI 1 3 1 1+C2+1 1 3 1 3 1+C2+1 3 1 3 t-+(2+1 3 1 3 1+C2+1 3 1 3 1+C2+1 3 E 3 i+C2+1 3 1 3 1+C2+1 3 1 3 1+C2+1 3 37" 2V 1+02+1 2 1+02+1 2 1+C2+1 1 2 4r 1+C2+1 2 1+02+1 2 1+02+1 2 53-t18". 1+G2+1 2 1+02+1 2 i+C2+1 2 64' 1+C2+1 2 1+02+1 2 1+C2+1 2 68" 1<22+1 2 1+02+1 2 1+c2+i 2 72" 2+C2+2 2 1+C2+1 2 i+c2+1 2 74' ?.+C2+2 2 1+C2+1 2 1+C2+1 2 37" 36" 1+C2+1 2 1+02+1 2 1+c2+1 2 4W 1+02+1 2 1+c2+1 2 1+C2+1 2 53-1/8" t+C2+1 2 1+02+1 2 1+C2+1 2 60" 1+c2+1 2 1+02+1 2 1+c2+1 2 66" 1+C2+1 2 1+02+1 1 2 1+C2+1 2 72" 2+C2+2 2 1+02+1 2 l+C2+1 2 7I" 2+C2+2 2 1+02+1 2 1+c2+1 2 37" 48' 38-318" 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C21+1 2 1+C2+1 2 i+c2+1 2 53-1/6" 1+C2+1 2 i+C2+1 2 1+C2+1 2 6D' 1+C2+1 2 9+C2+1 2 1+C2+1 2 e6" i+C2+1 2 1+02+1. 2 1+C2+1 2 72" 2+{;2+2 2 1+02+1 2 1+c2+1 2 74" 1 2+C2+2 2 1+02+1 2 1+C2+1 2 37" 48" 1+C2+1 3 1+C2+1 3 1+C2+1 3 46" 1+C2+i 3 1+C2+1 3 1 1+02+1 3 zi/B' /+C2+1 3 1+C2+1 3 1+C2+1 3 w i+c2+1 3 1+C2+1 3 1+02+1 3 660 1+C2+1 3 1+C2+1 3 1+c2+1 3 72" 24•C2+2 3 1+02+1 s 1 1+C7+1 3 PV 2+C2+2 3 1+C2+1 3 1+C2+1 3 37' so-5B' 1+c2+1. 3 1+C2+1 3 1+02+1 3 41i" 1+C2+1 3 1+C2+1 3 1+02+1 3 53-1/8" 1+C2+1 3 1+C2+1 3 1+02+1 r 3 6Q" 1+C2+1 3 .1+C2+1 3 1+c2+1 3 w t+C3+1 3 1+02+1 3 1+c2+1 3 72° 2+C3+2 3 1+C2+1 3 1+C2+1 3 7,r 2+C3+2 3 1+02+1 3 1+02+1 3 37' 54" 1+02+1 3 1+C2+1 3 1+02+1 3 46' 53-1/8" 1+C2+1 3 1+C2+1 3 •1+c2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 80" 1+c3+1 3 1+C2+i 3 1+C2+1 3 66" 72" 1+c3+1 3 1+C2+1 3 1+C2+1 3 2+03+2 3 itC2+1 3 1+02+1 3 74" 2+C3+2 3 1+C2+1 3 1+c2+1 3 i 37" 60" 1+c2+1 3 1+02+1 3 1+C2+1 3 40' 53.1/8' 1+C3+1 3 1+C2+1 3 i+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+t 3 6w 1+C3+t 3 1+C2+1 3 1+02+1 1 3 8G' 72' 70 1+03+1 3 1+C2+1 3 1+C2+1 3 2+CS+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 I 1+C2+1 3 1+C2+1 3 37" 1+C2+1 3 1+c2+1 3 1+c2+1 3 d@" 1+C3+1 I 3 1+C2+1 3 1+C2+1 3 53.118' 1+03+1 3 1+C2+1 1 3 1 1+02+1 1id 1+C3+1 3 1+C2+1 3 1+C2+1 HEAD AND SILL ANCHOR QUANTII A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SI (4" MIN. O.C. ANCHOR SPACING) 18 3/4° MAX. --��-J 1-•-4° MIN., 10-1/2° MAX. 9" MAX. X O MTG. RAIL EXAMPLE CLUSTER W/ QTY- OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE: BASED ON TF FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE, 18 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 LARGE WINDOW IN TABLE:, 3) OVERALL FLANGE DIMENSIONS SHOWN, FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSION 4) FOR INSTALLATION IN THE: HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. . —. — I. — &a I ♦s—I IhM ^Ito\ITIT1/ rY \1A ILI gad & Slll I Jamb I Head & S(ll l iamb :2+1+C2+1 2 1+C2+1+C2+1 2 ,2+1+C2+1 2 1+C2+1+C2+1+1 2 ;2+1+C2+i 2 1+C2+i+G2+1 2 :2+1+C2+1 2 1+C2+1+C2+1 2 ,2+1+C2+1 2 1+02+1+02+1 2 ,2+1+C2+1 2 1+C2+1+C2+1 2 ,2+1+C2+1 2 1+C2+1+02+1 2 ,2+ 1 +C2+1 2 1 +C2+1+C2+ 1 2 ,2+1+02+1 2 1 +C2+1+C2+1 2 ,2+1+C2+1 2 1+C2+1+02+1 2 :2+t+C2+1 2 S+Ct2+1+02+1 2 ,2+1+C 2+1 2 1+C2+1+C2+1 2 ,2+1+02+1 2 1+C2+1+C2+1 2 :2+1+C2+1 2 1+C2+1+C2+1 2 12+1+C2+1 2 1+C2+1+C2+1 2 :2+1+C2+1 2 i+C2+1+C2+1 2 ,2+1+C2+1 2 1+02+1+02+1 2 22+1+C2+1 3 i+C2+1+C2+1 8 *+1+C2+1 _ 3 1+C2+1+02+1 3 ,2+1+C2+1 3 1+C2+1+C2+1 3 12+1+C2+1 3 i+C2+1+C2+1 3 ;2+1+C2+1 3 1+C2+1+02+1 3 ,2+1+02+1 _ 8 1+C2+1+C2+1 3 :2+1+C2+1 3 1+C2+1+C2+1 3 12+1+02+1 3 1+02+1+C2+1 3 ,2+1+C2+1 3 1+C2+1+C2+1 3 ,2+1+02+t 3 1+C2+1+C2+1 3 ;2+1+C2+1 3 1+C2+1+C2+1 3 *+1+C2+1 3 1+C2+1+C2+1 3 ,2+1+C2+1 3 t+C2+1+02+1 3 ,2+1+C2+1 3 1+C2+1+02+1 3 ;2+1+C2+1 3 1+C2+1+02+1 3 ,2+1+C2+1 3 1+C2+1+C2+11 3 2+1+C2+1 3 1+C2+1+02+1 3 2+1+C2+1 3 1+C2+1+C2+1 3 2+1+02+1 3 1+C2+1+02+1 3 2,+1+C2+1 3 1+C2+1+C2+1 3 2+1+C2+1 3 1+C2+1+C2+1 3 2+1+C2+1 3 1+C2+1+C2+1 3 2+1+C2+1 3 1+C2+1+02+1 3 2+1+02+1 3 1+C2+1+C2+1 3 2+1+02+1 3 1+C2+1+C2+1 3 2+q+C2+1 3 1+C2+1+C2+1 3 I..I.M.A /A A.t.M.AiML.A 9 yymn reran, Nana a tint .+amp mmcs ti am .rams 1 roan w zoi -jamQ 48' 28' 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 , 2 53-W 1+C2+1+C2+1 2 1+C2+1+M,+i 2 1+C2+1+C2+1 2 60" 1+C2+1+02+1' 2 1+02+1+02+1 2 1+C2+1+C2+1 2 66, 1+C2+1+C2+1 2 1+C2+1+C7+i 2 1+C2+1+C2+1 2 74' 1+C2+1+C2+1 2 i+C2+1+C;2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+02+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 88-7/18' 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48' W 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 53.1/8" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 60' 1+C2+1+C2i-1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 68' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 74" i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 64' t+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 86.7/18' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 48' 38-311V 1+C2+1+0241 2 1+C2+1+C2+1 2 1+02+1+02+1 2 53-1/W 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 6v 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 68' 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 84' 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 80-7/16, 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48' 451 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 53.118" 1+C2+1+02+1 3 1+C2+1+C 2+1 3 1+C2+1+02+1 3 60' 1+02+1+C2+1 3 1+C2+1+02+1 $ 1+C2+1+C2+1 3 68' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+li-M+1 3 74' 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+li-C2+1 3 84' 1+C2+1+C1+1 3 i+C2+1+C2+1 3 1+02+1i•C2+1 3 88.7/ir 1+C2+1+C2+1 3 1+02+1+C2•-1 3 1+C2+1+C2+1 3 48' 505/51 1+C2+1+02+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 53-11W 1+C2+1+02+1 3 1+C 2+1+C20 3 1+C2+1i•C,,2� +1 3 60' 1+C2+1+C2+1 3 1+C2+1+02•r-1 3 1+C2+i+C2+1 3 68" 1+C2+1+C2+1 3 1+02+1+CT_+1 3 1+C2+1+C2+1 3 74' 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 84' 1+02+1+C2+1 3 1+C20+02+1 3 1+C2+1+C2+1 3 66.7/16, 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 48' W 1+C2+1+02+1 3 1+C2+1+C?+1 3 1+02+1+C2+1 3 53.1/8" 1+02+1+C2+1 3 1+C2+1+02+1 3 i+C2+1+C2+1 3 SD' 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 66' 1+C2+1+02+1 3 i+C2+1+02+1 3 1+02+1+C2+1 3 74' 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+02+1+02+1 3 84' 1+C3+1+C3+i 3 1+C 2+1+C2+1 3 i+C2+1+C2+1 3 88-7/16' 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 48" 60' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 53.1/8" 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 80' 1+C2+1+C2+1 3 1+C2.+1+C2+1 3 1+02+1+02+1 3 66" 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 74' 1+03+1+03+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 1+03+1+08+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 66-7116' I 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 48' c2■ 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53.1/8" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80' pC� 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 i,tMt�tMi4 7 ��.M+�A.MA.�. 4 97 HEAD AND SILL ANCHOR QUANTII A CLUSTER OF (3) ANCHORS CEN ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VEI PLUS (1) ANCHORS AT FIXED SEC (9) ANCHORS TOTAL AT HEAD AN[ (4" 101N. O.C. ANCHOR SPACING) 25 314" MAX. -P-I [---4" MIN., 10-1/2" MAX. 9" MAX. x 0 x _ e MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCH! (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2' MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LAF WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIC 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLA TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAI !+1 I2I 1+C2+1+C2+1 2 :+11 2 1 i+C2+1+C2+1 1 2 .+1 2 1+C2+1+C2+1 2 +1 3 1+C2+1+02+1 3 +1 3 1+C2+i+C2+1 3 +1 3 I+cl+1+CZ+1 3 +1 3 1*02+1+02+1 3 +1 3 1tC2+1+132+1 3 +1 3 1+02+1+CZ+1 2 +1 3 1+C 2+1+C;2+1 3 +1 3 1+02+1+C 2+1 3 +1 3 1+02+1+C2+1 3� +1 3 1+C2+2+02+1 3 +1 3 1#C2+1+C2+1 3 +1 3 1+C2+1+C2+1 3 +1 3 9+C 2+.1+C 2+1 3 +1 3 1+C2+1+C;2+1 3 +1 3 1+C 2+1+C 2+1 3 +1 3 1+02+1+C2+1 8 +1 3 1+02+1+C2+1 3 fi 3 4+C2+2+C2+i 3 F1 3 1+p2+1+C2+1 3 F1 3 1402+1+C2+1 3 H 3 1+C 2+1+C2+1 3 Ft 3 t+C2+1+C12+1 3 +1 3 1+02+1+C2+1 3 H 3 'I+C2+1+C2+1 3 F1 3 1+C2+1+C2+1 3 +1 3 1+C 2+2+C2+1 3 +1 3 1+C2+1+C2+1 3 M 3 '1+02+1+02+1 3 +1 3 1+02+1+02+1 3 rt 3 I+C2+1+C2+1 3 oi-i(u 6T 28a �TVLT,TVLTI L iTVLTITVLTI G ITVLTITyLT, d 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 714" 1+Ir2+2+02+1 2 +C2+1+ +1 2 1+C2+1+C2+t 2 &V 1+C2+2+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 ve I M3/8" +C2+2+C2+1 2 t+C2+2+C2+1 .2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+CZ+Z+C2+1 2 1+G2+1+C2+1 2 1w 1+r2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C1+1 2 11" 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+1+C2+1 2 53-110, 38" 1+02+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 $1f +6+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74" 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+CZ+f+C2+1 a 9T 108.3f8• t+C2+2+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 4+C2+2+C2+1 1+C2+,Z+C2+1 2 1+C2+1+C2+1 2 1+C7+3+C2+11+C2+2+C2+1 2 1+C 2+2+C2+1 2 108' 1+C2+3+C2+11+C2+2+C2+1 2 1+C2+2+C2+1 III, 1+C 2+3+C2+11+C2+2+C2+1 122— 2 1+C2+2+C 2+1 2 53-1/6' 383/6" 1+C,2+1+C2+11+=+1+C2+1 2 i+CZ+1+C2+1 2 1w 1+C2+•i+C2+11+C2+1+C2+1 2 1+C2+1+C2+i 2. 74" 4+C2+2+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 2. 12A1" 1+C.2+2+C2+1 2 1+C2+1+C$+1 2 1+C 2+1+C2+1 2 9Ci 1+Mh4-2+C2+i 2 1+C2+2+C 2+1 ) 1+C+1+C2+1 2 100*wa* 1+C2+3+C2+1 2 i•FC2+2+CZ+1 2 i+C2+2+C2+1 2 1o3' 1+M+3+C 2+1 2 i+C2+2+CZ+1 2 1+C2+2+C 2+1 2- III" 1+C.12+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 63-1!$" 4 1+C2+•1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 IV 74' 1+C2+1+C:2+1 3 1+CZ+t+C2+1 3 1+C2+i+C2+1 3 1+C".&+2+C2+1 3 1 +C2+1+C2+1 3 1+02+1+C 20 3 1+02+2+C2+1 3 1+C;2+1+C2+1 3 9+C;2+1+02+1 3 ()f° 1+C2+3+C2+1 3 1+C2+2+02+1 3 : 1+C2+1+C2+1 3 106-W 1+C2+3+C2+1 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 tw 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 till" 1+C2+3+C,12+1 3 I*C2+2+02+1 3 1+02+2+02+1 3 63-1/8, 6f1S18" 1+C2+1+02+1 3 1+C2+1+02+1 3 1'1=0+02+1 3 CfC+' 1+M+i+C2+1 3 1�+C2+1+C2+1 3 t+C2+f+02+1 3 74" 1,102+2+02+1 3 i+C2+1+C2+1 3 11C20+C2+1 3 4w I+M+2+C2+1 3 1+L'2+1+C2+1 3. I�C2+1+CZ+i 3 w i+C;2+3+02+1 3 'I+C2+2+C2+1 3 1+C 2+1+C2+1 3 10E.ZJ8" for 1+C3+3+Ca+1 3 1•+C 2+2+C2+4 3 1+C2+2+C2+1 3 1+03+3+C13+1 3 C2+2+C2+1 3 1+C 2+2+C2+1 3 111' 1+C3+3+C3+1 3 C2+2+C2+1 3 1+C2+2+C2+1 3 63.1f8' 64" f+C2+4+C2+1 3 C2+1+C2+1 1—l4'C2+I+C2+I 3 1+C2+1+C2+1 5- so. 1+C'2+1+C2+1 3 C�2+1+C2+1 3 1+C2+1+Cz+1 $ 7.4' 1+C:2+2+C 2+1 3 C2+i+C2+1 3 1+C2+1+C2+1 3 Ew 1+C'3F2+03+1 3 3 1+C2+1+02+1 3 fit",' i+C3+3+03+1 3 i+=+2+C2+1 3 1+02+1+C2+1 3 10041ir 1+C3F3+C3+1 3 1+02+2+02+1 3 1+C12+2+C2+1 3 Iw 1+C:3+3+03+1 3 1+C242+C2+1 3 1+C2+2+C2+1 3 111" t+C3F3+03+1 3 3 1+C.2t2+C2+1 3 E34W 1+C,2F1+02+1 _1+C2+2+C2+1 3 1+C2t1+C2+1 3 1.+02+1+C2+1 3 6C' 1+MI+C2+1 3 1+C2+1+02+1 3 1+02+1+C +1 3 74" f+C3+2+C3+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 84" 1+C3+2+03+1 3 1+02+1+C2+1 3 1+C2+1+C2+i 3 96" 1+C3+1143+1 3 1+02+2+C 2+1 3 1+C2+1+02+1 3 100318" tm" 1+C3+343+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 111" 1+m& 3+C3+1 3 14-02+2+C2+1 3 1+C 2+2+C2+1 3 53-118` 1+CZ+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 80" t+t2}+rt+C;3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74" i+C3+2+C3+1 3 i+C2+14-G2+1 3 1+C2+1+C2+1 3 84' 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+i $ 1 yr . , � • u va .... a .; v. u . o • o . �,. w "n ts ar 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. A14CHOR SPACING) 3/4"MAX. r-r26 -� MIN., 10-1/2" MAX. 9" MAX. x O X MTG. RAIL, TYP. EXA- CLUSTER W1 OTY. OF 2 ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP I 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. JAMB S: 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.