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Notice of Acceptance
MIAMF, E MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC SOUI�� lti)` 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T 786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)7 (Q�Q www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive ST. Lucie County, Permitting 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 immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-5500"PVC Single Hung Window—LALL APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant (LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise >_ noted herein. Q. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 0 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 arevision 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. LU ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Mew NOA No.17-0630.05 MtAl7FDADE COUNTY Expiration Date: July 30,2020 a. Approval Date: November 30,20(7 -2 D11 7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NW-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17,, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer'NXTT"i spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. 1 Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test pez FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test:Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. -15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15---W9. Manuel re-re4P.E. Product Contro E iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 4 PGT Industries,.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(cwrmwED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources XR). E. MATERIAL CERTIFICATIONS(coNTiNuED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasg(Clear and White) Glass Interlayers" dated 06/25/15,expiring on 07/04/18- 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014) and FBC '61h Edition (2017), dated June 22,2017,. issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 1 6-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and expiring on 07/30/20. Man Pere P.E. Product Con rot E miner NOA No. -0630A5 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ___LLL A.SEE FR 12"MAX. o AME SEAM D,SEE I -i--- 12"MAX. SHEET 3t I j FIXED VISIBLE SHEET 4 I I LIGHT WIDTH I B,SEE�._._._ 30"MAX.O.C. 12"MAX. CSEE - , r•_. 12"MAX. ` FIXED SHEET 3 SHEET 4i ° _ ° EQUALLY j ( / VISIBLE A.SEE j/ 12"MAX. 17-718"MAX.O.C. SPACED j I LIGHT SHEET 3 T ANCHORS PER I 17-718'MAX.O.C. HEIGHT TABLES 9-11 �_ EQUALLY I 17-7/8"MAX.O.C. 91.78 SPACED : L MAX. ANCHORS PER 0 I I / 62" 84" BUCK TABLES 9-11 1MAX ° —r— MAX. �- HEIGHT 10"MAX.O.C. BUCK ° 10�.O.C. HEIGHT X I I 4 10"MAX.O,C. X I i �, HEIGHT ° ) _ L.___ 1-17 I / 13-3/4"MAX.O.C. 13-3/4"MAX.O.C. EQUALLY SASH 13-3/4"MAX.O.C. EQUALLY I SPACED VISIBLE j SPACED I L—•--- —---- SEE _�— I " T ANCHORS PER SHEETS j ° ANCHORS PER LIGHT TABLES 9-11 ! HEIGHT TABLES 9-11 1 A 8&9 6-11/2"MAX. 6-1/2"MAX. 6-112"MAX , AT _ NO ANCHORS AT SILL _ B +—..-JN ANCHORS BLE SEE SILL WESP--NOTCH DETAILS, B 54"MAX.BUCK WIDTH NOTCH SILL WEEP- D -- { SEE SILL WEEP- SASH VISIBLE IWEEP- NOTCH DETAILS, �— LIGHT WIDTH SHEET DETAILS, SHEET 3 SHEET 3 ELEVATION FOR TYP. FLANGE FRAME ELEVATION F LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WI JFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHC 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHO CT RESISTANT SINGLE HUNG WINDOW :D TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES........................................ IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED, ELEVATIONS................................................ COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS....... INCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/Bl RE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANT R.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS...............................:....... =THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES.................................. TALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES................................ -ZING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, EXTRUSION PROFILES............................... CHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST.................... ,TURAL&CYCLE TESTING AND GLASS PER ASTM El 300. CODES/STANDARDS USED: I TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. 62017 FLORIDA BUILDING CODE(FBC),6TI .STRESS DESIGN,ASD. 02014 FLORIDA BUILDING CODE(FBC),5TI EEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%"STRESS INCREASE HAS NOT BEEN •ASTM E1300-09 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONS WIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL,ADM-2015 I AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 366;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISC 360-10 )A'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM PRFtIAN MANUAL __REVIEWED BY BUILDING OFFICIAL. Revision: Y LY1V UPDATED TO FBC 2017. cE 7. tic ••/ 06/06/17 ENING'S DESIGN PRESSURE REQUIREMENT FROM AS 140.58705 ' ROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. w WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Description: L OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW = ryry a7 N AAO^94-nVhlnl Mvn10F%M l2CRIr_Q01 AIt1Tl=C R 1=1 1=\ r +318"Air S aoe+5/18"Laminated; 2 Lites of 118" A Glass with.080" PV Inteda er 4 6 6 Flange ' ' ' Inrougn ine rrame ....rmo w p p ( ) Y ( ) 5-16 Oriel/Proview Arch Top& of the window:°':. .;,.through p+ 3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with .090" PVB Interlayer 4,6 6 &Cottage Radius Top +7/18"Air Space+ 5118"Laminated; (2)Lites of 1/8" H Glass with .090" SG Intedayer 7 7 ....into Me i+7/16"Air Space+5/16"Laminated;(2)Lites of 118" H Glass with .090"SG Interlayer 7 7 ....into 2X' Box f Equal-Lit®, Square/Rect., Through the frame ....into Cor ip+318"Air Space+ 5/16"Laminated; (2)Lites of 118" H Glass with .090"SG Interlayer 7 1 7 Equal-Leg 5-16 Oriel/ProHew Arch-Top& ip+ 3/8"Air Space+5/16"Laminated;(2)Lites of 118" H Glass with.090"SG Interlayer 7 7 (#4) &Cottage Radius Top of the window...... ....through +5116°Air Space+ 7/16"Laminated; (2)Lites of 3/16"A Glass with.090"SG Interlayer 8 7 ....Into Me' r+ 5/16°Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 8 7 Through the into 2X' ap+ 1/4"Air Space+7/16"Laminated; (2)Lites of 3/16"A Glass with.090"SG Intedayer 1 7 7 J-Channel Equal-Lite, Square/Rect., integral fin...... ....into Me 5-8 Oriel/Proview Arch-Top& ip+ 114"Air Space+7/16"Laminated; (2)Lites of 3/16"A Glass with.090"SG Intedayer 7 7 (#1) &Cottage Radius Top Through the frame ....into 2X' of the window...... ,,..into Me IE FRAME GLASS TYPES 5,7,9,11,13 Through the ....into 2X' l Fi t Min. Edge Min. Integral 15 MAY NOT BE USED IN InEqual-Lite, Square/Rett.,L-ntegral fin...... ....into Me Substrate THE HVHZ ABOVE 30'. 5-8 Odel/Proview Arch-Top& Distance Embedment' • (#3) & Cottage Radius Top rough the frame ....Into 2X uthem Pine(SG=0.55) 7116" 1-3/8" the window...... ....into Me Steel, A36* 3/8" 0.050" `MIN. 3 Stud,A653 Gr. 33* 3/8" 0.0451" (18 Ga.) THREADS BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES uminum, 6063-T5* 3/8" 0.050" METAL O uthem Pine(SG--0.55) 7116" 1-3/8" SUBSTRATE. :rete(min. 2.85 ksi) "UNGROUTED Sed CMU, (ASTM C-90) 2-1/2" 1-1/4" CMU"VALUES uthem Pine(SG=0.55) 9/16" 1-3/8" MAY BE USED Steel,A36* 3/8" 0.050" FOR GROUTED J-CHANNEL INTEGRAL FIN CMU I Stud,A653 Gr.33* 318" 0.0451" 08 Ga.) APPLICATIONS. uminum, 6063T5* 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE uthem Pine (SG=0.55) 1" 1-3/8" ,uthem Pine(SG=0.55) 1" 1-3/8" FIGURE C:FRAME SHAPES wthem Pine(SG=0.55) 1" 1-3/8" BUCK WIDTH BUCK WIDTH BUCK WIDTH[-*— FLANGE BOX OR EQUAL-LE ;rete(min. 2.85 ksi) 1" 1-3/4° ; -"-- --'-- -- -----' ;ed CMU, (ASTM C-90) 2-1/2" 1-1/4" . I / Materiel Min. Fy Min. i :rete(min. 3.35 ksi) 1" 1-3/4" / (9 / r- / T Steel Screw 92 ksi 120 ki ;rete(min. 2.85 ksi) 2-1/2" 1-3/4" M W = w T r- 18-8 Screw 60 ksi 95 ks Crete(min. 3.35 ksi) 2-112" 1-3/4" Y Y z Y w(D 410 Screw 90 ksi 110 k,- ted :ted CMU, (ASTM C-90) 2-1/2" 1-1/4" -'w " m m w m z Elco Aggre-Gator@ 57 ksi 96 ks ,rete min. 3.275 ksi 1-1/2" 1-3/8 i Elco UltraCon® 155 ksi 177 kr :d CMU, (ASTM C-90) 20 2" RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco CreteFlex® 127.4 ksi 189.71 6063•TS Aluminum 16 ksi 22 ks WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 ks AE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ks Substrate Min. Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Distance Embedment* \ / Revision: Southam Pine{SG=.55) 318" 2-7/16" �`� N� LYNAt i '. Southern Pine(SG=-55) 3l8" 2-7116" `���NXX 4\cEN,9* ANCHORS RE-GROUPI '. Southern Pine(SG=.55) 112" 1-3/8" JR - 06/06/17 Aluminum,6063-T5* 3/8" 0.050" = No. 58705 Steel Stud, Gr. 33* 3/8" 0.0451"(18 Ga.) - - Description: A MCA" _Q amn TFrmium nry nmv;: I C;1 A.MANICHORS/FRAMI ------- eiwoeviviruv i • �-*— 114"MAX SHIM 16 1/4"MAX SHIM. EMBEDMENT 4 : I SASH VISIBLE 17 EDGE °: " COD 18 18 LIGHT WIDTH o - ❑ DISTANCE °a 44 BALANCE []—11/4"MAX 42 TYPE VARIES - — TYP.ANCHOR TYPE, WITH SASH SHIM EMBEDMENT AND ' .°°'s WEIGHT 54 TYP ANCHOR TYPE, EDGE 30 EMBEDMENT AND EDGE DISTANCE PER Q 31 DISTANCE PER SUBSTRATE, SUBSTRATE, °d SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. ' °° EXTERIOR 18 1.4 87 FIXED VISIBLE 4 19 20 OPT.SASH TOP FLANGE I LIGHT WIDTH E LIFT RAIL FRAME 2 ILE FOR ALL WINDOWS: NOTES: SHOWN IBUCK WIDTH --=-AF 1 ANCHOR @ 3.55" 1)USE ONLY HORIZONTAL SECTION A-A s' 49 `� FROM END AND AT SUBSTRATE-APPROPRIATE21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEI ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,% SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 45 46 47 35 FROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. D BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX.16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY SELF-DRILLING SHIM SCREWS @ 8-318" USED INTO WOOD AS PER TABLE E 2, SMS(G5),SEE FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, ❑� THAN 1-1/2"THICK ARE TO BE SHEET 2. D CONSIDERED 1X INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2"THICK USE EITHER OR GREATER. 1X AND 2X BUCKS /^ C 65 LATCH OR (WHEN USED)SHALL BE DESIGNED 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX LOCATION:6-518" DESIGN AND INSTALLATION IS THE SHOWN FRAME FROM SASH END. RESPONSIBILITY OF THE ENGINEER c� SHOWN OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION1-1_ INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH 114"MAX SHIM BEADING TO BEADING. �O[] , I I 1 I I r►/ FRAME INTO METAL FRAME INTO METAL ILYNAf 10ENSF . NO ANCHORS Q' ° a ' REQUIRED IN VISIBLE LIGHT FORMULAS No.58705 ti FLANGE OR — * : '. EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6-1/2" '0 ' Deacrrptron: ° • 4 G71 FIXFI 1 I ITF Al IM K WIDTH.4.3/8" -7C1 6 l I �,�?:'� 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/B y{ ) 1t4"rvutxniM EDGE DISTANCE 16 114"MAX SHIM TYP.ANCHOR TYPE, U SASH VISIBLE EMBEDMENT AND EDGE 18 LIGHT WIDTH 17 DISTANCE PER SUBSTRATE, SEE TABLE 2,SHEET 2. ----- -- ----- (SCREW SHOWN) 44 BALANCE TYPE VARIES TIM MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, DISTANEDGE WEIGHT 54 EMBEDMENT AND EDGE CE 30 31 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. T 18 (NAIL SHOWN) EXTERIOR 87 19 II 20 OPT.SASH TOP FIXED VISIBLE 3 J-CHANNEL LIGHT WIDTH � LIFT RAIL J FfAME FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH FROM END AND AT 1)USE ONLY '!99 21 CENTER, SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2,FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS,ANY 314"MAX DADS APPROVED MULLION,FBC COMPLIANT ALUMINUM/STET 45 46 47 SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY SHIM MAY 13E VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPEI 35 FROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 16 BOTTOM LOCKS: 10 OR#12 STEEL ADD ADDITIONAL z)MASONRY ANCHORS MAY BE - 1/4"MAX, SELF-DRILLING SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SHIM FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(GS),SEE 7- THAN 1-1/2'THICK ARE TO BE ❑ TABLES 2&3, CONSIDERED IX INSTALLATIONS. SHEET 2. el� I X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO USE EITHER SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN)OR BOTTOM DEPICTED AS 2X ARE 1-1/2"THICK LOCK(SHEET 3) TESTED UNIT (WHEN USED)SHALL BE DESIGNED 65 63 OR GREATER.IX AND 2X BUCKS LOCATION:6-5/8, TO PROPERLY TRANSFER LOADS FIN AND/OR TO THE STRUCTUREWOOD BUCK FLANGE REMOVED . FROM SASH END, I DESIGN AND INSTALLATION IS THE IN-FIELD RESPONSIBILITY OF THE ENGINEER INTEGRAL IN NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN 3 REQUIRED IN FRAME SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT I9'MAX OPENING)IS MEASURED FROM OPTION 7 OPTION 8 SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Y�lINTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOV Revision. %_tCEN VISIBLE LIGHT FORMULAS No. 50705 EDGE DISTANCE WIDTH U. @SASH:BUCK WIDTH-6-112" z no VIV=M I ITP-RE JflW WjnTj4-A..qjAll 107n TFC14NOLOGY DRIVE I .I-CHANNEL & INTEGRAL ur i v rvrA r v o v, IV rw�r,I Y V - I- . 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7116" 118"_T GLASS 3/16"A GLASS � \. 3/16"T GLASS <�]EXTERIOR EXTERIOR <�]EXTERIOR 78-79 78-79 76-79 E 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 718"NOM. 718"NOM. (�+�- � 718"NOM. 5/16" H/H SG 5/16" H/H SG 7/16"A/A SG 7/16 3/8"AIRSPACE 3/8"AIRSPACE 5/16"AIR SPACE 5/16" 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS r]EXTERIOR C]EXTERIOR a EXTERIOR 76-79 76-79 76.79 'E 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 7/8'NOM. � `�I 718"NOM. VL 7/16"A/A SG 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 74 INTEGRAL FIN FRAMES C]EXTERIOR GD EXTERIOR GLASS TYPES 5,7,9,11,13 78.79 76.78 &15MAYNOTBEUSEDIN 75 THE HVHZ ABOVE 30'. GLASS TYPE 15 GLASS TYPE 16 30 �1111111� Revision: 12 •. * ; No.58705 GLAZING NOTES - /� 7knil "A"=ANNEALED ^ L "H"=HEAT STRENGTHENED ?3 �-2-Z; • - 1070 TECHNOLOGY DRIVE GLAZING DETAILS 1 28 Equal-llte 11A83.14.515 +05.0 1 -70,0 40b.0 I -MU I r SHEET 8 FOR Standard 12MMW 11.377.11.682 465,0 -70,0 +86,0 -70.0 SEE TABLE 10,SHEET 9 FOR )UP AND QUANTITY. Tallest 23.617.25.266 +65.0 -70,0 +05,0 -70,0 ANCHOR GROUP AND QUANTITY, Standard Cottage 20.958.23.616 +05.0 -70.0 +85.0 -70.0 37.376 Equal-Ilto 17.517.20.967 +55.0 -70.0 +65.0 -70.0 Standard Prodew 14.617-17.516 +85.0 -70.0 1 +65.0 70.0 IL-jo QO Shortest 11.377-14.518 DTallest 27.583-37.911 +85.0 -70.0 +86.0 -70.0 Custom size 28.517-27.582 +65.0 -70.0 +85.0 70.0 Stan ©n dard Cottage 23.517-28.616 +65.0 -70.0 +65.0 -70.0 OIBJ HEADER 44 Equal-lite 20.517-23.516 +65.0 -70.0 +65.0 -70.0 O a HEADER StandardPrmfew 17.517-20.518 +85.0 -70.0 +65.0 •70.0 Custom Size 14.517-17,516 +86.0 -70.0 +85.0 -70,0 23 Shortest 11.377-14.516 +65.0 -70.0 +65,0 -70.0 Tallest 31.583-35.911 +65.0 -70.0 +65.0 -70.0 �j era Standard Cottage 25.517-31.582 +e5.0 -70.0 +65.0 70.0 UU I Equal-Ute 20.517.25.516 +85.0 -70.0 +65.0 -70.0 Q 0 MEETING RAIL 48 StandardPm+Aew 17.517-20.518 +e5.0 70.0 +05.0 70.0 Q D MEETING W Custom Size 14.517-17.518 +85.0 -70.0 +65.0 70.0 6I Custom Size 12617-14.516 +05.0 -70,0 +65.0 -70.0 27 0 Shortest 11.377-12.616 +65.0 -70.0 +65A 70.0 EXTERIOR p Tallest 33.208-37.636 +66.0 -70.0 +65.0 70.0 o Standard Cottage 26.517-33.207 +85.0 -70.0 +85.0 -70.0 10, � O " EquaWite 2'3.517-28.518 +65.0 -70.0 +65.0 -70.0 23 D 23 ca Custom Size 20.517-23.516 +65.0 70.0 +65.0 .7a.0 JAMB 49.625 Standard PrWaw 17.517-20.618 +65.0 -70.0 +65.0 -70.0 EXTERIOR SASH Custom Size 14.517-117.518 +85.0 -70.0 +65.0 -70.0 EXTERIOR a HEIGHT Custom Size 12617-14.518 +65.0 70.0 +86.0 -70.0 Shortest 11.377-12 5111 +65.0 -70.0 +65.0 -70.0 Tallast 36.517.41.844 +65.0 -70.0 +65.0 70.0 Int Standard Cottage 31.517-36.516 +85.0 -70.0 +65A 70.0 O 28 u Equal-lite 28.517.31.610 +65.0 -70.0 +65.0 -70.0 23 Standard Pro%dow 23.517-26.618 +65.0 -70.0 +65.0 70.0 O SILL 62 Custamsize 20.617-23.616 +65.0 -740 +65.0 -70.0 SILL D Custom Size 17.517-?d.518 +85.0 -740 +65.0 -70.0 Custom Size 14.517.17.516 +85.0 -70.0 +65.0 .68.1 �D Custom Size 13.017-14.516 +65.0 -70.0 +65.0 87.3 Started 11.804.13.018 +65.0 -70.0 +65.0 -66.5 = Tallest 39.517-41.844 +65.0 -70.0 +65,0 70.0 == Custom Size 38.517.39,610 +65.0 -70.0 +65.0 -70.0 Equal4lts 35.517-38.516 +65.0 -70.0 +65.0 -70.0 75 Custom Size 32-517-135.516 +85.0 -70.0 +85.0 70.0 )R WINDOWS WITH StandardPm%iew 29.517-32.516 +65.0 -70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH JT&GLASS TYPES 5,-6, 7&8 Custom Size 2e:517-29.610 +66.0 -70.0 +65.0 -67.3 LEVEL R2 REINFORCEMENT& GLASS TYPES 5, SOWN IN FIGURES ABOVE Shortest 25.518-26.518 +65.0 -70.0 +65.0 8 ( s.5 REINFORCEMENTS SHOWN IN FIGURES ABOVE .FRAME TYPES& Equal-Ilte 38.617-41.644 +65.0 -70.0 +65.0 -70.0 APPLY TO ALL FRAME TYPES& URATIONS) e4 custom Size 35,617-36.516 +85.0 -70.0 +65.0 -87.3 CONFIGURATIONS) Standard ProUiew 33.818.35.518 +65.0 -70.0 +65.0 438.5 91.78 Tallest " -41. 444 +65.0 -70.0 +65.0 88.5 SEE TABLE 10,SHEET 9 FOR ANCHP GROUP AND QUANTITY. MIN.SASH HEIGHT=WIti F47 50.136 0 • i Revision: * ; NO.58705 Description: %�.,,''•. ,._ _ C �-cam= 1070TECHNOLOGYDRIVE I DESIGN PRESSURE TABI 10.0 +70.0 -110.0 +70,0 =110,0 1+no 1•110.0 28 Equamite 11.063-14.510 +ru,u -11D.0 +ru-u -11VV I+ry-v *rwv -rrv,v 10.0 +70.0 •110.0 +70.0 .110,0 +70,0 110.0 9t8nd8rdPro1Aew 11.377-11.682 +70.D -110.0 +70,o -110,0 +7D.0 .1jo,01+70.0 •110.0 +70.8 -11010 +70.0 -110.0 +700 1•110.0 +70,0 -110.0 10.0 +70.0 -110,0 +70,0 .110.0 +70.0 410.0 Tallest 23,517-26.286 +70,0 -110.0 +70,0 •110,0 *70.0 -110,0 470,0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +710 -110.0 10.0 +70,0 410.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 20,958-23.616 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 110.0 +70,D -110.0 +70,0 -110,0 +70,0 -110,0 +70.0 110,0 104 +70.4 -110.0 +70.0 -110.0 +70.0 -108,0 37,376 Equal-tRe 17.517-20.957 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 7110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 108.0 �Q 11 D.0 +70.0 10.0 +70. 110.0 +70.0 110.4 StandardProview 14,517-17.616 +70.0 -110.0 +70,0 •110,0 +70,0 -11D.0 +70.0 -110.0 +70.11 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 + 10.0 +70. .110,0 +70.0 107.0 +70,0 -103.0 Shortest 11.377-14516 +70,0.-110.0 +70,0 -11(X0 +70.0 -110.0 +70.0,410.0 +70,0 -110.0 +70,0 -110.0 +70.0 -107.0 470,0 -103,0 10.0 +70.0 -99.0 +70.0 43.0 +70.0 -90,0 Tallest 27.583.31.911 +70.0 110.0 +70.0 -110,0 +70.4 110,0 +70.0 -11(X0 +70,01-110,01+70,0 -89,0 +70.0 -93.0 +70.4 -9D.0 a 10,0 +70.0 -110.0 +70,0 410.0 +70.0 -110.0 CustomStze 26.517-27.582 +70.0 -110,0 +70.0 -110.0 +70.0 410,0 1+70.0 -110.0 +70.01-110.01+70,0 -110.0 +70.0 -110.0 +70.01-110.0 10,0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 StandardCoOage 23.517-26,516 +70,0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 1-11o.4 I+70,0 -11D.o +70.0 -110.0 +70.0 -110.0 m 10.0 +70,0 -110.0 +70,0 1.110.01-+70.0 410.0 44 Equal-tile 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.01-110.0 +70.0 -110.0 10.0 +70.0 -1%0 +70.4 410.0 1+70.0 410.0 Standard Proview 17,517-20.516 +70.0 -110,0 1+70.0 -110,0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.o -110.0 10,0 +704 -110.0 +70.0 -110.0 +70.0 -110,0 Custom Size 14,517.VMS +70.0 -110.0 +70,0 -110.0 +70.0 -110.0.+70.0 -110,0 +70.0 -110.0 +70.0 -11010 +70.0 -91010 +70.0 -140,01 EXTERIOR 10.0 +70.0 .110.0 +70,0 -107.0 +70.0 -103.0 Shortest 11.377-14,516 +70.0 -110.0 +70.0 '110-01+70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 10.0 +70.0 -99,0 +70.0 •93.0 1+7(X0 -90.0 Tallest 31.583-35.811 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -09.0 +70.0 -93.0 +70.0 -90.6 10.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 28.517-31.562 +70.0 -110,0 +70,0 -110.0 +70.0 -11x.4 +70.0 -110.6 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110,0 JAMB 10.0 +70.0 -110.0 +70.0 .110.01+70.0 -11(X0 EquatlRe 20.517-26.516 +70.0 -110.0 +7().o -110.0 +70.0 -110.0 +70.0 -1140 +70.6 -110.0 +70.0 -110,0 +70.0 -110.0 +70,0 -110.0 10.0 +70,0 -110.0 +70.0 -110.0 +70.0 410,0 48 StandardPravlew 17.517-20.516 +70,0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 10.0 +70.0 -110.0 +70,6 -110.8 +70,0 -1100 Custom Size 14417-17.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110.8 +7o.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 10.4 +MO -110,0 +70.0 -110.8 1+70.0 110.0 Custom SiZe 12.517-14.516 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +76,0 -110.0 SECTION DETAIL F 104 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 Shortest 11.377-12.516 +70,0 -110,0 +70.01-110.0 +70,0 -110.0 +7D,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.6 00.0 +70.0 -98.0 +70.0 -93.4 1+70.0 -90.0 Tallest 33.209-37.536 +70.0 -110.0 +70.0 -110.0 +76.0 -110,0 +70.0 -110,0 +70.0 -110.0 +70.0 -99.0 +74.0 -93.0 +70.0 •80,0 WINDOWS WITH 110.0 +70.0 -114.0 +700 -110.0 +70,0 -190.0 = Standard Cottage 26.517-33207 +70.0 -110,0 +70.0 -110.0 +70.0 110.0 +7(X0 -110.0 +70.0 410.0 +70.0 -110.0 +7" -110.0 +70.0 -116.0 LEVEL R3 REINFORCE 110.0 +70.0 -110.0 +70.4 -110.0 +70.0 -110.0 Equal-foe 23.517-28.516 +70.0 -110,0 +70.0 -110.0 +70.6 -tWO +70.8 -110.0 +70.0 -110,0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 110.0 +70,4 -110.0 +70,0 -110.0 +74.0 .110.0 in 49.625 custom Size 20.617-23.518 +70.0 -110,0 +70.0 -110.0 +70.0 -110,0 +70,0 -116.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70;0 -190.0 & GLASS TYPES E 110.0 +70.0 -110.0 +74.0 -110.0 +70.0 -110.0 StandardPro4ew 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70,0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 (REINFORCEMENTS SH 110.0 +70,0 -110.0 +70.0 -11D.0 +70.0 -110.0 Custom Size 14,517-17.516 +70.0 -114.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.6 +70.0 -110.0 +70.0 -110.0 +70.0 110.0 +70.0 -110.0 IN FIGURES ABOVE AP 110.0 +70.0 -110.0 +70.0 -110.0 +74.0 -110.0 Custom Size 12.517-14.516 +70.0 -110.0 +70.0 -116,0 +70,0.-110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.4 +70.0 -110.0 IN ALL RES ABCONFIGOVE AP 110.0 +70.0 -110.0 +70,01-110.01+70,0 -110.0 Shortest 11.377-12.518 +70,0 -110.0 +70.0 -110.6 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 TIC 110.0 +70,0 -110.0 +70.4 1410.01+70.0 110.0 Tallest 36.517-41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 Aial) +70,0 -110.0 +70.0 -11D.0 +70.0 -105.7 110.4 +70.0 -110.0 +70.0 •110.0 +70.0 -1%0 Standard Cottage 31.517-36.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +76.0 -110.0 +70.0 -110,0 *70.0 -108.5 +70.0 -103.0 110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-lite 28.517-31.518 +70.4 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -107.9 +70.0 -102.4 110.0 +70,0 -110.0 +70,0 -110.0 +70,0 410,0 Standard Prorotew 23.517-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -105.2 110.0 +70,0 -110.0 +70,0 -1`10.0 +70,0 -110.0 62 Cusiomsize 20.517-23.516 +70.0 410.0 -70.01-110.0,+70.0 410,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70,0 -107.0 110.0 +70.0 -1100 +70,0 410.0 +70.0 410.0 Custom Size 17.517-20.616 +7D,0 -110.0 +70.0 -110,0 +70,0 110.0 +70.0 410,0 +70.6 110.0 +74.0 110.0 +70A -110.0 +70.0 -100,8 110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -1100 Custom Size 14.517-17.516 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +7D.D -106.0 *70.0 -102$ +70.4 -1005 •70.0 -100.5 +70.0 -100.5 110.0 +70.0 •110.0 +70.0 -110.0 1+70.0 -110.0 Custom Sloe 13.017-14.616 +70,0 -110.0 +70.0 -110.0 +70.0 -106.2 +70.0 -100,7 +70.0 -97.1 +70.0 -Q4.4 1+70.0 •94.4 +70.0 -94,4 110.0 +70,0 -110.0 +70,0 -110.0 +70.0 4%0 Shortest 11.864-13.016 +70,0 -110.0 +70.0 -110.0 +70.0 -102,6 +70.0 -97.0 +70.0 -93.3 +70.4 -90.1 1+70,0 •90.0 +70.0 .90.0 110.0 +70.0 -110.0 +70.0 -110.6 +70.0 -110.0 Tallest 39.517-41.644 +70.0 -110.0 +70,0 -110.0 +70,0 -110.0 +70.6 -114,0 +70.6 -110.9 +70.0 -11(X0 +74.0 -141.5 +70.0 98.0' 110.0 +70.0 -110.0 +70.0 •110.0 +70.0 -110.0 Custom Size 38.617-39.516 +70.0 -110,0 +70.0 -110.0 +70.01-110.0 +70.0 -110.0 +70.0 -410.0 +70.0 •110.0 +70.0 -141.7 +70,0 -06.3 110.0 +70,0 •1`10.0 +70.0 -110.0 +70.0 -110.0 Equal-lila 36.517-38.516 +7D,0 -110.0 +70.0 -110.0 +70.0 110.0 +70.a -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -100.4 +70.0 -96.0 110.0 +70.0 -110.0 +70.0 -114,0 +70.0 410.0 76 Custom Size 32.517-35.518 +70.0 -116.0 +70.01.1100 +70.0 110,0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -100.7 +70.0 .96.2 110.0 +70.0 -110.0 +70.4 -110.0 +70.0 -110.0 StandardPravlew 29.617-32.516 +70.0 -110.0 +70,0 -110.0 +700 114.0 +70.0 -110.0 +70.0 -110,0 +70.0 -109.8 +70.0 401.6 +70.0 -90,1 114.0 +70,0 -110.0 +70.0 -110.6 +70.0 •110.0 CustomSlzo 26.517-29.516 +70.0 -110.0 +70.0 -110.0 +70.0 -107,9 +70.0 -102.4 +70.0 -99.9 +70,0 -96.4 +70.0 -96.4 +70,0 -96.4 110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 Shortest 26,610-26.518 +70,0 -110.0 +70,0 -110,0 +70.0 -104.6 +70.0 -99,1 +70.0 -95.4 +70.0 .62.4 +70,0 •92.4 +70,0 -92.4 110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 EquaHlte 38,517-41.644 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.6 +70.0 409.8 *70.0 -96.7 +70,0 -91.1 GLASS TYPES 9TH 1104 +704 -1100 +70.0 -110,0 +70.0 -110.0 94 Custom size 35.517-38.516 +70.0 -110,4 +70,0 -110.4 +70.0 107.9 +70.0 -1024 +70.0 -99.9 +70.0 -96.4 +70.0 -06.4 +70.0 -91,6 16 MAY NOT BE US 710.0 +70,11 -110.0 +70,01-110.0 +70,4 •110.0 StandOrd Prtrdew 33.919-35.618 +70.0 -110.0 +70.0 -110.0 +70.0 -102.$ +70.0 -97.0 +70.0 -03.3 +70.0 -90.1 +76,0 ,90.0 +70,0 90,0 �!-CHANNEL OR!N C 110.0 +70,0 •110.0 +70,0 -110.0 +78,0 •110.0 91.79 Tallest .,- 41.644 +70,0 -110,0 +70,0 -110.4 +70.0 -102,$ +70.0 -97,0 +70.0 -93,3 +70.0 X0.1 +70.0 -90.D +70.0 -90,0 • FIN FRAMES JP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. IT-50.136 •"MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-$0.136 1 110. LYNN �, �_ Revision. # ; N0.58705 'n . '•" -, 7. t- : rx 1070 TECHNOLOGY DRIVE I DESIGN PRESSURE TAB Ql 4 ® 6 ® 4 Lu 4 W 4 w •� 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 9 2 2 1 2 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 ' 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 -2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 .2. 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ! 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ! 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 ' 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ! 3 , 1 2 3 22 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ! 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ! 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 7-2 ! 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ! 3 1 2 3 2 2 3 2 2 3 2 2 32 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 2 1 3 2 2 3 2 2 3 2 2 312 2 3 2 213 2 1 3 211 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 113 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 ! 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Z 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 213 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2--1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 2 3 2 213 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 211 3 2 1 312 2 3 2 213 2 2 3 2 2 3 2 2 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 4 1 2 4 2 2 4 212 4 2 2 4 2 2 4 2 2 4 1 2 4 1 _214 2 2 4 2 2 4 2 2 4 2 2 4 2 2 411 2 4 1 2 4 2 2 4 212 4 2 2 4 2 2 4 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2- a 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 312 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 -2 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 ' 3 2 2 3 2 2 3 2 1 3 2. 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 .3 2 2 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2. 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 2 4 2 214 2 2 4 2 2 4 2 3 4 2_ 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2a32 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 22 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 4 1 3 4 2 3 4 2 3 412 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 22 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 22 3 4 l 3 4 1 3 d 2 3 4 2 3 4 2 3 4 2 3 4 Z 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 22 3 3 1 3 3 1 3 3 2 .3 3 2 3 32 3 3 2 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 22 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 22 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 -4 3 2 4 3 2 4 3 2 4 3 22 4 3 1 4 3 1 4--3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 J43 2 4 3 2 4 3 22 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 1 3 4 1 3 4 2 2 3 4 2 3 4 22 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 3 1 4 3 1 4 3 2 2 4 3 2 4 3 22 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 d 3 1 4 3 2 4 3 2 d 3 2 4 3 2 S 3 3 A 3 1 4 3 1 4 3 2 2 4 3 2 4 3 22 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 4 1 4 4 2 4 A 2 4 4 2 4 4 2 4 b 3 4 4 1 4 4 i 4 4 2 2 4 4 2 d 4 22 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 1 4 12 S WHEN USING THIS TABLE. 50.136 LYNN ��/// Revision: i a UIRED............ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. � No.58705 r ® Description: JG.........." TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. % �1{�' Z 1070 TECHNOLOGY DWVE I ANCHOR QUANTITY TAB M C IL a W e w - w w 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 z 1 1 2 1 1 a a 1 2 2 1 a a 1 2 a 1 a 2 1 z 1 1 a 1 1 2 z 1 a 2 1 z a 1 2 2 1 z 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1- 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1. a 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 a 2 1 a 2 1 2 z 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 12 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 1 2 2 1. 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 2 1 2 2 a 2 2 2 2 2 2 a 2 2 2 2 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2- 2 1 2 , 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 1 2 3 2 2 312 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 212 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 . 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 212 2 2 2 2 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 212 2 2 2 • 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3. 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 311 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3. 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 x 2 3 2 2 3 2 2 3 2 1 2 113 212 3 2 213 2 2 3 2 213 2 2 3 2 1 3 2 1 3 2 213 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 , 2 2 3 2 1 3 2 1 3 2 2 3 2 2 , 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 '1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 ! 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ! 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 x 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 1 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 213 2 1 3 2 1 3 2 2 3 2 2 3 212 3 2 2 3 212 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 213 2 1 3 2 1 3 2 2 3 2 2 3 2 213 2 2 3 2 3 3 2 'i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ! 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 1 3 3 1 3 3' 2 3 3 2 3 3 2 3 3 2 3 3 3 1 3 1 313 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 311 3 3 2 3 312 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 213 3 2 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 t 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 t 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 t 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 ! 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 2 3 4 2 3 b 2 3 4 2 3 d 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 x 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 t 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 t 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 A 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 1 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 4 2 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 b 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 3 1 4 3 1 d 3 2 b 3 2 4 3 2 4 3 2 4 3 2 4 4 1 4 4 2 4 4 2 4 4T2 4 4 2 4 4 2 4 4 1 4 4 1 4 22 4 4 2 4 4 2 4 4 2 4 4 3 4 4 1 4 4 1 4 4 2 4 4 27 4 2 1 4 4 2 4 4 2 ,URES WHEN USING THIS TABLE, 50,136 No. 58708 ; UIRED........... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. .� _— Descrlptlon: IG............ 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