Loading...
HomeMy WebLinkAboutNOA AW740M IAM I•DADE MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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) 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 MiamiDadeCounty 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 "AW -740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 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. NOA No. 17-0614.20 Expiration Date: April 11, 2023 %G f��(� Approval Date: September 05, 2017 E,jS¢¢ Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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 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. 16-0714.23) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6" Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 ��&Uzo Manuel Perez Product Control Exa finer NOA No. 17-0 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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 "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61 Edition (2017), dated issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW -740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11/18. Manuel P •ez P.E. Product Control Exa finer NOA No. - 14.20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 19" MAX. O.C. I Jk 4" MAX. I DESIGN PRESSURE RATING I IMPACT RATING X VARIES, RATED FOR LARGE & SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR REQ'D IF WINDOW IS 27-7/8" WIDE OR LESS (HEAD & SILL) B, SEE SHEET 2 12" MAX. FOR UNITS OVER 39" TALL OTHERWISE 4" MAX. 39„ HEIGHT A, SEE SHEET 2 32„ VISIBLE LIGHT HEIGHT (DLO) 6„ MAXt11 '/ IN 13 �I q„ MAX. 23" MAX. O.C. � USE ANCHOR PAIR FOR UNITS OVER 27-7/8" WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW GENERAL NOTES .............................1 GLASS TYPE 2 ELEVATION ....................................... II / / I I \ INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 12" MAX. FOR UNITS OVER 39" TALL OTHERWISE 4" MAX. 39„ HEIGHT A, SEE SHEET 2 32„ VISIBLE LIGHT HEIGHT (DLO) 6„ MAXt11 '/ IN 13 �I q„ MAX. 23" MAX. O.C. � USE ANCHOR PAIR FOR UNITS OVER 27-7/8" WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW GENERAL NOTES .............................1 GLASS TYPE 2 ELEVATION ....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/SPACER ..................... 11 TABLE 1: 5/16" LAMINATED GLASS STACK 1/8" ANNEALED EXTERIOR a 090" TROSIFOLO PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 11/16" GLASS BITE 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS EXTERIOR a 090" SGO BY KURARAY AMERICA, INC. 3/16" ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 1 GLASS TYPE 2 7/8" NOM. 1 5/16" Lami (1/8" An -.090" PVB - 1/8" An) 5 GLASS STACK 7/16" Lami (3/16" An -.090" SG - 3/16" An) 6 3 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An -.090" PVB - 1/8" An) 7 4 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 51W' LAMINATED 5 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 6 GLASS STACK 9 1/8" ANNEALED GLASS 7/16" AIRSPACE .090" TROSIFOLO PVB 1/8" ANNEALED OR BY KURARAY TEMPERED GLASS AMERICA, INC. 38 118" ANNEALED GLASS EXTERIOR a11/1 ,� S. BITE 7 "PVB"=TROSIFOIr PVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS® BY KURARAY AMERICA, INC. `\\\1111111/1j7 • JUUtS/S IAINUAKUJ UJGU: 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 �ON1 ', tv/V /�/ •,iii * ; No. 58705 ��Q •• �T T�IF •• (v�� ZONAL EAG 1j11111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 GLASS TYPES 3 & 4 7/8" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 1/4" AIRSPACE - 3/16" ANNEALED OR TEMPERED GLASS 38 EXTERIOR a 37 3 100-103 1070 TECHNOLOGY DRI\ N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #2929 ANNEALED GLASS _.090" SGO BY KURARAY AMERICA, INC. ANNEALED GLASS 11/16" GLASS BITE GLASS TYPES 5 & 6 ✓ised By: Date: Revision JR 05/25/17 UPDATEDANCHORAGE PER FBC 2017. +ised 8y: Date: Revision PROEDucr RIEVISE80 us cDmp9yieg w€Ela Em Florida BuAdmg ode r\crep:aisace tics E-:r,°€cz«Yitrm a,'aafe g By Description: NOTES & ELEVATION I GEJ ROSOWSKI Title: Unto: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale I Sheet I Drawing No. Rev: AW -740 I NTS 1 OF 11 MD-AW740LM I C Glass Types Sheet # 1 5/16" Lami (1/8" An -.090" PVB - 1/8" An) 5 2 7/16" Lami (3/16" An -.090" SG - 3/16" An) 6 3 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An -.090" PVB - 1/8" An) 7 4 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 8 5 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 6 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An -.090" SG - 3/16" An) 9 "PVB"=TROSIFOIr PVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS® BY KURARAY AMERICA, INC. `\\\1111111/1j7 • JUUtS/S IAINUAKUJ UJGU: 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 �ON1 ', tv/V /�/ •,iii * ; No. 58705 ��Q •• �T T�IF •• (v�� ZONAL EAG 1j11111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 GLASS TYPES 3 & 4 7/8" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 1/4" AIRSPACE - 3/16" ANNEALED OR TEMPERED GLASS 38 EXTERIOR a 37 3 100-103 1070 TECHNOLOGY DRI\ N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #2929 ANNEALED GLASS _.090" SGO BY KURARAY AMERICA, INC. ANNEALED GLASS 11/16" GLASS BITE GLASS TYPES 5 & 6 ✓ised By: Date: Revision JR 05/25/17 UPDATEDANCHORAGE PER FBC 2017. +ised 8y: Date: Revision PROEDucr RIEVISE80 us cDmp9yieg w€Ela Em Florida BuAdmg ode r\crep:aisace tics E-:r,°€cz«Yitrm a,'aafe g By Description: NOTES & ELEVATION I GEJ ROSOWSKI Title: Unto: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale I Sheet I Drawing No. Rev: AW -740 I NTS 1 OF 11 MD-AW740LM I C INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER C TABLE 3, SHEET 4 FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE WINDOW HEIGHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. ATTACHED TO FRAME & VENT JAMB EDGE DISTANCE CONCRETE/CMU EMBEDMENT PERANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE a DISTANCE PER 1 SUBSTRATE, SEE TABLE 3, SHEET 4. - 4 a 60 EDGE 8 DISTANCE ® O ® ATTACHED TO 13 ] FRAMEJAMB EMBEDMENT 83 70 ATTACHED TO OPTIONAL ADDON 12 VENT JAMB FLANGE @ HEAD, SILL & JAMBS ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. PERANCHOR REQUIREMENT EDGE DISTANCE VERTICAL SECTION B -B NOTES: INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE 1X WOOD ANCHORS LISTED ON TABLE 3, SHEET 4. Anchor Type FOLLOW EMBEDMENT AND EDGE 4 DISTANCE LIMITS. ANY INSTALLATION NOTES: INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM Al. BE OW ATTACHEDTO VENT SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK WIDTH N ATTACHED TO ATTACHED TO VENT SILL FRAME SILL /\/_1 VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A —�I I�-- 10" MAX. DEL A' � \\, ` 60 LYN/�l ,�`�.•'�\GENS '•% * ; No.58705 IAI L \E�G �\\ A. LYNN MILLER, P.E. SEE DETAIL A2, BELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 —I - JR NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each 1) USE ONLY SUBSTRATE -APPROPRIATE 1X WOOD ANCHORS LISTED ON TABLE 3, SHEET 4. Anchor Type FOLLOW EMBEDMENT AND EDGE Width DISTANCE LIMITS. ANY INSTALLATION ATTACHED TO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. ATTACHED 2) ALL WOOD BUCKS LESS THAN 1-1/2" TO FRAME THICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS. 1X WOOD BUCKS ARE Height OPTIONAL. UNIT MAY BE INSTALLED "' DIRECTLY TO SUBSTRATE. WOOD BUCKS 1 0 DEPICTED AS 2X ARE 1-1/2" THICK OR 26"+ GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". Al. BE OW ATTACHEDTO VENT SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK WIDTH N ATTACHED TO ATTACHED TO VENT SILL FRAME SILL /\/_1 VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A —�I I�-- 10" MAX. DEL A' � \\, ` 60 LYN/�l ,�`�.•'�\GENS '•% * ; No.58705 IAI L \E�G �\\ A. LYNN MILLER, P.E. SEE DETAIL A2, BELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 —I - JR NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) 1X WOOD Window Anchor Type BUCKSTRIP, Width SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM 26"+ 1 1 F EMBEDTMENT Al. BE OW ATTACHEDTO VENT SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK WIDTH N ATTACHED TO ATTACHED TO VENT SILL FRAME SILL /\/_1 VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A —�I I�-- 10" MAX. DEL A' � \\, ` 60 LYN/�l ,�`�.•'�\GENS '•% * ; No.58705 IAI L \E�G �\\ A. LYNN MILLER, P.E. SEE DETAIL A2, BELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 —I - JR NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) r- Window Anchor Type LL Width A B, C & D 1 0 > 26"+ 1 1 F Window Anchor Type U- Height A B, C & D "' 17"-25.9" 1 0 x 26"+ 83v STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. 87 EDGE DISTANCE DAD APPROVED PROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT -7 PiZia",a€Jx: €" rEV I SELs as complying wifh the FlarMa ,{� I3 345(SSS]� S:HiiIC � .e'(��j t�Y"e (,N•0 Acc eptance"`'a'4i i3 t %aiERevision05/25/17 NO CHANGES THIS SHEET. ca�pWt - 2te: I Revision Description: I crown oy: GENERAL NOTES & ELEVATION J ROSOWSKI Title: Dote: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet: I Drawing No. Rev: AW -740 NTS 2 OF 11 MD-AW740LM C AWNING (X) WINDOW HEIGHT WINDOW —�I WIDTH 740 SERIES SERIES 740 SERIES AWNING EXTERIOR WINDOW IG FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING /AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT FIGURE 1: I, 10", SEE NOTE 7, THIS SHEET FIGURE 2: C 740 SERIES C SERIES FRAME SERIES AWNING I 740 740 SERIES I 740 SERIES FRAME SERIES AWNING ASSEMBLY AWNING WINDOW TUBE WINDOW 1 k 10", SEE NOTE 7, L p THIS SHEET \ MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES AWNING / WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT —� WINDOW* E _ FRAME ASSEMBLY �E TUBE \ 740 SERIES FIXED WINDOW* *SEE PRODUCT'S NOA FOR INSTALLATION SPECS FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOW'S NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING MIN. # 12 X DETAILS, WITH MIN. #12 X SHEET 17" - 25.9" WINDOW* METAL SCREWS. THE SAME WINDOW WINDOW* SPACING AND QUANTITY AS THE Window Anchor Type 1" SMS VERTICAL SECTION E -E FRAME SEE TABLE BELOW: FRAME ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY —ASSEMBLY TUBE NOT EXCEED 62" IN LENGTH (AS USED TUBE wz INA 63" FLANGED WINDOW) OR BE THROUGH MIN. # 12 X USED IN TEE OR CROSS 1" SMS CONFIGURATIONS. 4EXTERIOR THROUGH Cl) CASEMENT INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT WINDOW* HOLES INSTALLATION s 740 SERIES FRAME HOLES 740 SERIES BE SEALED BY INSTALLER. AWNING AWNING Q F ASSEMBLY WINDOW TUBE WINDOW W p In LL O x W m J Q F LU EXTERIOR Lr) HORIZONTAL SECTION C a F N -C J > > Z FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOW'S NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). Additional Anchors Required on each 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS, WITH MIN. #12 X SHEET 17" - 25.9" WINDOW* METAL SCREWS. THE SAME WINDOW WINDOW* SPACING AND QUANTITY AS THE Window Anchor Type OPPOSITE FRAME MEMBER. VERTICAL SECTION E -E FRAME SEE TABLE BELOW: FRAME ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY —ASSEMBLY TUBE NOT EXCEED 62" IN LENGTH (AS USED TUBE wz INA 63" FLANGED WINDOW) OR BE LLJ W MIN. # 12 X USED IN TEE OR CROSS 1" SMS CONFIGURATIONS. 740 SERIES THROUGH Cl) CASEMENT INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT WINDOW* HOLES REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO _ BE SEALED BY INSTALLER. 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). Additional Anchors Required on each 740 SERIES 7) FOR ALL COMBINATION UNITS, EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS Width CASEMENT MAY NEED TO BE INSTALLED 17" - 25.9" WINDOW* THROUGH THE WINDOW FRAMES AT 26"+ 1 1 1 10" MAX. FROM EACH SIDE OF THE Window Anchor Type FRAME ASSEMBLY TUBE CENTERLINE. VERTICAL SECTION E -E A I B, C & D SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F Window Anchor Type LL Width A B, _C& D a 17" - 25.9" 1 0 26"+ 1 1 1 O Window Anchor Type a Height A I B, C & D 25.9" 1 0 = 26"+ 1 1 c: s,';'T'lAying Shia e FLW 1co 140 T3Y 'U U NY LYN/V \GENS .!-. * ; No. 58705 sf ZONAL A. LYNN IiAILL�I2�P.E. P.E.# 58705 w > N a � o N o �O zJ m N of O t10 1-rc� o m �2 a r � or wz o LLJ W a z Q ° 1 � O Cl) Q 06 J_ U Q F Z W p In LL O x W m J Q F LU m M Lr) COF F N O J > > Z 0 0 0 0 LU Q Z 0 C9 q O O W Z a 1 ac a O ° O aQ Z \Q m o N N Y Cl LL NY LYN/V \GENS .!-. * ; No. 58705 sf ZONAL A. LYNN IiAILL�I2�P.E. P.E.# 58705 w > N a � o N o �O zJ m N of s t10 1-rc� o m �2 a � or wz o a o z � O U NY LYN/V \GENS .!-. * ; No. 58705 sf ZONAL A. LYNN IiAILL�I2�P.E. P.E.# 58705 TA 01 :7. USE THIS TABLE FOR ALL WINDOWS PERTH E ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDUVV l II --I U -I IH. [-UK SILtS NU I SHUVVN, KUUNU UN I U IN In NtAI AVAILAtILt VVIU IN OR HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 7 Group Anchor Substrate Min. Min. Edge O.C. Distance Distance I Min Embedment Anchor Plate Required? 410 Screw #12, steel SMS (GS) S. Pine 5/8" 1" 1-3/8" No 6063-75 Alum. 3/8" 5/8" .063" No Window No A653 Stud, Gr. 33 3/8" 5/8" .045", 20 Ga. No A #14, steel SMS (G5) or#14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" No 6063-T5 Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 318" 5/8" .045", 20 Ga. No 6 1/4" steel Ultracon 2.851k Concrete 2-1/2" 4" 1-3/8" No Hollow Block 1" 6" 1 1-1/4" No Hollow Block 2-1/2" 5" 1-1/4" No 1/4" steel Ultracon Hollow Block V 6" 1-1/4" Yes Window Width (in) 1/4" 410 SS CreteFlex 3.35k Concrete 1" 5" 1-314" No Hollow Block 2-1/2" 5" 1-1/4" No #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/e" 1. 1-3/8" Yes 6063-T5 Alum. 318" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, or. 33 3/8" 5/8" .045", 18 Ga. Yes #14, steel SMS (435) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-75 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8" 1 5/8" 1.045',18 Ga. 0000000000000000oo©oov0000©•000000000000, D 1/4" steel Ultmoon 2.851k Concrete 1" 4" 1-3/4" Yes 2,851k Concrete 2-1/2" 4" 1-3/8" Yes Hollow Block 2-112" 5" 1-1/4" Yes Filled Block 2-112" 4" 1-3/4" Yes 1/4" 410 SS CnAeFlex 3.351k Concrete 1" 6" 1-3/4" 3.35k Concrete 2-1/2" 6" 1" Hollow Block 2-1/2" 6" 1-1/4" 5/16" steel Ultracon 3.5k Concrete 1-1/4" 5" 1-3/4" gNo Hollow Block 3-1/8" 5" 1-114" Filled Block 2-1/2" 5" 1-3/4" ��©©©©v©©©o©©©00000000000000000v0000000000 ©©©©o©©©o©©©0000000000000voovv00000m000. ©©©©v©©©v©©©00000v0000000v000000m000m000. �®®.'©©©©v©©©v©©©00000©0000000vo�0000iiiiiiii! �w©©000©omo©om000m000m000moo�������������1 ��'vo©omo©om©oom©oom©oom000moo�������������'I Amo©om000m000m000m000m000��� ������������ ®©©©©v©©©o©©©00000000iiiiiiiiiiiiiiiii�ii USE THIS TABLE FOR ALL WINDOWS PERTH E ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDUVV l II --I U -I IH. [-UK SILtS NU I SHUVVN, KUUNU UN I U IN In NtAI AVAILAtILt VVIU IN OR HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 7 Group Anchor Substrate Min. Min. Edge O.C. Distance Distance I Min Embedment Anchor Plate Required? 410 Screw #12, steel SMS (GS) S. Pine 5/8" 1" 1-3/8" No 6063-75 Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .045", 20 Ga. No A #14, steel SMS (G5) or#14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" No 6063-T5 Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 318" 5/8" .045", 20 Ga. No 6 1/4" steel Ultracon 2.851k Concrete 2-1/2" 4" 1-3/8" No Hollow Block 1" 6" 1 1-1/4" No Hollow Block 2-1/2" 5" 1-1/4" No 1/4" steel Ultracon Hollow Block V 6" 1-1/4" Yes C 1/4" 410 SS CreteFlex 3.35k Concrete 1" 5" 1-314" No Hollow Block 2-1/2" 5" 1-1/4" No #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/e" 1. 1-3/8" Yes 6063-T5 Alum. 318" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, or. 33 3/8" 5/8" .045", 18 Ga. Yes #14, steel SMS (435) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-75 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8" 1 5/8" 1.045',18 Ga. Yes D 1/4" steel Ultmoon 2.851k Concrete 1" 4" 1-3/4" Yes 2,851k Concrete 2-1/2" 4" 1-3/8" Yes Hollow Block 2-112" 5" 1-1/4" Yes Filled Block 2-112" 4" 1-3/4" Yes 1/4" 410 SS CnAeFlex 3.351k Concrete 1" 6" 1-3/4" 3.35k Concrete 2-1/2" 6" 1" Hollow Block 2-1/2" 6" 1-1/4" 5/16" steel Ultracon 3.5k Concrete 1-1/4" 5" 1-3/4" gNo Hollow Block 3-1/8" 5" 1-114" Filled Block 2-1/2" 5" 1-3/4" 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) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +70/-70 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Material Min. Fx Min. F, Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UkraCon(D 155 ksi 177 ksi 410 SS Elco CreteRex8 127.4 ksi 169.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi t 10.6" 61" i TABLE 4: Head Snubber Locations Glass Type: PVB (Types 1 3 & 4) SG (Types 2, 5 & 6) None 20" max. from each end Required & 20" max O.C. SAMPLE CONFIGURATIONS: "X'`. X� /,�X /'X, O X. %X`\ O O /X •, O v "I ON O vS1` P �J P 4J 10 0" 4„ 4„ (� r-_� 4„ � q" �— 26"13" --1- 34" 34„ t 10.6" Tf T s c: rxtt5`=.r:n wuh 1h.;. FI6' dz 3LI65Yg, iDde iy pq J[ Mg NO Pie C. fiJ r rWR CO U) of 0 Of z Z w c 0 0 aU °Z m Q 0 t U) J F- W 5- 0 0 0 Z 0 Z Z v� Q U r 0 U) Z i `I ONY LYNV * ////, �'��.•'•OGENSF'•%� * No. 58705 ' ;oma,'. FTa d •. • <ORIOP. •'' :0 %9 G ////`/'ONAL E? 7/l 11 tl 1111 A. LYNN MILLER, P.E. REX58705 w ?� � rn ANO Uw Ol C7 � pwm o m sUo ao� a wz� or o o w `I ONY LYNV * ////, �'��.•'•OGENSF'•%� * No. 58705 ' ;oma,'. FTa d •. • <ORIOP. •'' :0 %9 G ////`/'ONAL E? 7/l 11 tl 1111 A. LYNN MILLER, P.E. REX58705 FOR GLASS TYPES: TABLE S F44 �r.+?C:' <'*.mth 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN)Code p egt toe °�pq� Acst,O+stsse z "PVB"= TROSIFOL�PVB BY KURARAY AMERICA, INC. i^<,Straa.en Lie h P B, yI Fv'!i>:;� e'FsodilL, '3rfSra'i J� SEE SHEETS 1 ` &4FOR WINDOW WINDOW HEIGHT ANCHOR (� LOCATIONS AND �WINDOW� QUANTITIES. WIDTH O m �- z Q TABLE 6' �W Z_ °6 o` � 10" MAX. FRAME ASSEMBLY Q r TUBE 0 � J r LL WINDOW`-' (n O HEIGHT a W Q m LO ADOITIONAL � (N WINDOW - ANCHOR � (%% w U) WIDTH I` (4), IF REQ. w 0 (V O _ _ o w L(j a op '^ Z SEE SHEETS 1& 4 FOR WINDOW ANCHOR o 0 0 0 (n O LOCATIONS AND QUANTITIES. SEE SHEET (n 3 FOR ANY ADDITIONAL ANCHORS Y Y W Z REQUIRED FOR THE FRAME ASSEMBLY U) Q7 Lr O TUBE. d z z _ r O O n> m (n o _ o> a 0 °1 0N a U) ._ Z Q hW ass w TABLET o °1 Ji- o Q m FRAME WINDOW ASSEMBLY j ao HEIGHT TUBE ® o N N O U W m Y�� ozK 10" MAX. o J ®w w J Lip 0-1 p_- _ O ro ml- j z w a o rc a a ADDITIONA WINDOW ANCHOR O -�I WIDTH (4), IF REQ. o oz w U SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET �1NY LYNN/7'�,, 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY CICENSF'• ���� �% TUBE. Q': •.•� * : No.58705 STT (V s NOTES: s \ 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. R 0 7 A�LI`iNN MILL�1 , P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 58705 Design Pressure (psfj for Single Windows, All Anchor Groups Window Width under 23" 2515/76" 27-7/6" 30.3/4" 32" 34" 37" 46" 53-1/8" 60" under 23" +70/- 90 +70/- 90 +70/- 90 +70l- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 2515/16" +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +701- 90 +70/- 90 M39' Design Pressure (psi) for Windows Attached [o a Vemc al Frame Assembly Tube Window Width Window Width B under 23" 25-15/16" 27-7/6" 30-3+4" 32" 34" 37" m 53-1/B" under 23" 60" 2515't6" Anchor Group 27-7r8" Anchor Group 30314" 32" Anchor Group 3P' /-90 +70/-90+70/-90 6D" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-81.1 +70/-71.2 Andra' Group All /-90 +70/-90+70/-90 Anchor Grou P +70/-90 +70/-90 +70/-90 +70/-89.2 +70/-77.9 under 23" A B C /-90 +701-90 +701-90 +70/-86.5 +70/-83.7 +70/-79.6 +70/-74.3/-90 A B,C&D A B,C&D A B,C&D A +70/-90 +70/-90 +70/-82.3 +70/-79.4 +70l-75.6 +70/-70.1 +70/-90 +70/-87.6 +70/-90 +70/-90 +701-9D +70f-90 +70180 +7D'-� /-90 +70/-90 +70l-83.5 +70/- 760/- 73.469.4 +7N-90 +70/80 +70/-90 +70'-90 +707-� +701-� +701-9D +7d8D /-90 +70/17.2 +70/-77.4 +/-69.3 +/-fi5.4/-900/-84.6+70/-75.2 M -51 +701-90 90 +70/50 +701-97 +701-9D +70'-� +7D1-90 +70/-90 +/-65/- +70t-97 +70/50 +70/-9] +701-90 +701-90 +7p/80 +70/-90 +70/-90 +70/80 90 +70/- 80.4 +70/- 70.8 +70l-90 +70/-79.6 +70/-79.6 +70/-79.6 +70/-74.3 +701-74.3 +70/-74.3 +701-90 52 +E +7D7-90 Design Pressure (psi) for Windows Attached [o a Vemc al Frame Assembly Tube Window Width Window Width B under 23" 25-15/16" 27-7/6" 30-3+4" 32" 34" 37" m 53-1/B" under 23" 60" 2515't6" Anchor Group 27-7r8" Anchor Group 30314" 32" Anchor Group 3P' Anchor Group 46" 53-t/8" 6D" Anchor Group All Ar�tror Group All Andra' Group All Andra' Group Anchor Group P Anchor Grou P Anchor Group P Anchor Grow P Mchar Group Arx hor Group under 23" A B C D A B C&D A B C8D A B,C&D A B,C&D A B,C&D A B.0&D A B.0&D All All +70/80 +70/80 +70/-90 +70/-87.6 +70/-90 +70/-90 +701-9D +70f-90 +70180 +7D'-� +701-90 +701-90 +701.9D +70/-90 +70!80 +7N-90 +70/80 +70/-90 +70'-90 +707-� +701-� +701-9D +7d8D +70l-90 +70/� +70!50 +70'-90 +70/50 M -51 +701-90 90 +70/50 +701-97 +701-9D +70'-� +7D1-90 +70/-90 +70/80 +70t-97 +70/50 +70/-9] +701-90 +701-90 +7p/80 +70/-90 +70/-90 +70/80 +70'80 +70180 +70/-90 +70l-90 +70/-79.6 +70/-79.6 +70/-79.6 +70/-74.3 +701-74.3 +70/-74.3 +701-90 52 +E +7D7-90 +70/-83.1+70-90 +70/80+701-77A +70/-90 +70/80 +70f-90 +70180+7080 +70/-79.4 +70/-75.6 +70/-75.6 +701-75.6 +70/-70.1 +70/-70.1 +70/-70.1 +70/-90 +70l-874 +70/80 +7080 +701.90 +70/31.f +7(M-712 +70/-90 L +70/-72.39 t +701-90 +1-G4+701-90 +70180 +/-�6 +70/80 +70l-90 *70/8t+7d-733 +70/-90 +70/17.2 +70/-77.4 +70180 +1$7.3 +70f�2 +/542 +70l-779 +l11 9 +7d-90 +/-54 +70186.6 +70150 +f-50.3 +70+181.8 +7Dr-796 +156.8 +7D/-743 +70/-90 +70/-80.4 +70/-70.8 +158.1 .5 +701$8] +151.5 +7Dl825 +70150 +1-479 +70-768 +70/-90 +/85.1 +701$23 +182.6 +701-794 +1599 +7N-75.6 +/54.t +70-70.7 Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width B under 23" 25-15/16" 27-7/6" 30-3+4" 32" 34" 37" 46" 53-1/B" 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All All A B C 8 D A B C& D A B C D A 8 C D A 8 C D under 23" +70/-90 +70/-90 +70/-90 +70/-9D +70/-90 +70/80 +70/-86.2 +70/-90 +701-90 +70/-79.2 +70l-90 +70/-79.5 +/-63.7 +70/-76.3 +70/80 +/-68.9 +/-55.2 +/16 +70/-90 +/11 +/�8.9 +/-58.5 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/80 +70/80 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-70.5 +70/-90 +70/-90 +70/80 +/11 +70/-g0 +70/-90 +70/-90 +/-54 +70/-86.6 +70/-90 +70/-90 39" +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +70/80 +70/-9p +70/-90 +70/-87.4 +70/-90 +70/80 +701-70.3 +70/-75.1 +70/89.9 +70/80 +/50.7 +/16,1 +70/-77.8 +70/11.1 +/�4,9 +/57.6 +/-68.9 +70/-71.2 M 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70115.5 +70/-9p +70/-90 +70/-78.6 +70/19.2 +70/19.2 +/13.2 +70/-77.9 +701-77.9 +70/-77.9 = 60" +70/-90 +70/-90 +70/-90 +70/16.5 +70/13.7 +70/-79.6 +70/-79.6 +70/-79.6 +70/-74.3 +701-74.3 +70/-74.3 63" +70/-90 +70/-90 +70/-90 +70/12.3 +70/-79.4 +70/-75.6 +70/-75.6 +701-75.6 +70/-70.1 +70/-70.1 +70/-70.1 67" +70/-90 +70/-90 +70/13.5 +70/-76.3 +70/-73.4 H19.4 +/19.4 +/19,4 72" +70/-90 +70/17.2 +70/-77.4 +/19.3 +115.4 76" +70/-90 +70/-84.6 +70/-75.2 +/15 84" +70/-90 +70/-80.4 +70/-70.8 TABLE B: FOR GLASS TYPES: 2) 7/16" LAMI (3/16" AN - .090" SG - 3/16" AN) id °"damolg Code V, N4Q ®' p w "SG"= SENTRYGLAS%Y KURARAY AMERICA, INC. '= ,a'..p(7Jisst' 3 aide J-- SEE SHEETS 1 (e &4FOR WINDOW WINDOW HEIGHT ANCHOR (� LOCATIONS WINDOW AND WIDTH QUANTITIES. 6 J O J W r TABLE 9: (D 06Uj Q 10" MAX. -�{ Imo- FRAME SEE SHEETS 1 & 4 Q FOR WINDOW �l ASSEMBLY ANCHOR o J r LL TUBE LOCATIONS ANDS (n O QUANTITIES. SEE -( m O WINDOW SHEET3 FOR ANY W Q 2 HEIGHT ADDITIONAL 1 , N 0- un W ANCHORS r f� ADDITIONAL REQUIRED FOR L j pip W WINDOW ANCHOR THE FRAME CV OOf 0 WIDTH (4), IF REQ. ASSEMBLY TUBE. v L[> � Z o o � Q W Z cn cn O a � c� z r maU � a0 m0 a� z Q TABLE 10: "- 3 W °i ? K i o Q <n J+� FRAME WINDOW ASSEMBLY >,� rn HEIGHT TUBE owo dw m rn� bzrc U 10" MAX O m xmr j =U� YZ� Q U-^a-- ADDITIONA W z o � rr o W U WINDOW ANCHOR o>� a¢ y WIDTH I~ (4), IF REQ. � z w 0 U SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET `,��N`( LYN/vM 3 FOR ANY ADDITIONAL ANCHORS �� '��.•' �\GENSF - <1' REQUIRED FOR THE FRAME ASSEMBLY?.'•.C��% TUBE. No.58705 '. �• Q ST TE f(� NOTES: ///,////'IONAL 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. I 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. LV .E.# 8705 P.E. P.E.# 58705 Design Pressure (psQ for Single Windows, All Anchor Groups Window Width under 23" 25-15/76" 27-7/8" 30.314" 32" 34" 37" 46" 537/8' 60' antler 23" +9D/-730 +gp/-730 +9x-130 +ga-130 +90/-130 +9x-130 +90/-130 +9a-730 +9a-130 +gx-730 25-15/16" +90/-130 +9x-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-730 +gp/-730 39" +sp/-130 +90/-130 +90/-730 +90/-130 +9a-130 +gp/-730 +90/-130 +�/-730 +�/-730 +90/-128.8 m 50.518" +9a-130 +90/-730 +9x-730 +9a-130 +gp/-130 +9x-130 +9a-130 +9a-730 = 60" +90l-130 +90/-130 +90/-730 +gp/-130 +90/-130 +9x-130 +90/-130 � 63° +90/-130 +9x-130 +9a-730 +9a-130 +sx-130 +9x-130 +9D/-129.6 6T' +90/-130 +9D/-130 +gp/-130 +901-130 +90/-130 +90/-130 72" +9x-13D +9a-130 +9a-130 +9x-130 +M-13D Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube Design Pressure (DSD Ia WlrrdDNs Atta ttetl to a Horizontal France Assembly Tube m under 23" 25-15/16" 27-7/8" Willow Width 303/4" 32" 34" 37" Window Width 46" 53-118" 60" Anchor Group Anchor Group Anchor Group 27-7/8" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 46" B C D A B C8D A B C8D A B, CBD A B,CBD A B,CBD A B C8D All All All Anchor Group er 23" +7a-90 +70/-90 +70/-90 +7a-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 +70/-90 +7a90 +70/-90 +70/9D +70/-90 +7a90 +7a-90 +7a-90 +7a90 NO/ -90 � 25-15/16" B +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 D A +70/-90 +70/-90 +70/90 +70/-9D +70/-90 +za90 +7a-90 +7a -9D +7a90 +70/-90 +7a-90 39" V-701-72.3 qo/-75.2 +70/-89.9 +70/-90 +70/-90 +70/-90 +70/-90 +70/-9D +7a-90 +/-669 +70/90 +7x-90 +70/-9D 7s^ +so/ -13D +so/ -130 +sa-t3o +sa-13o +7a90 +70/-90 +7a-� 50-5/B" +7a -9D +/-57.9+/-69.3+7x-90+70/-90+7a-90+70/-907x$9.4+70/-90+70/-907a-77.97x-9D+70/-73.3+70/-90+70/-89.8+7a9D+7a90+7a-9060"+/-08.9H58.570/-90+7x$1.7+70/-86.6+70/-90+70/-75.5+70/$0.6+70/-90/-65.7+70/-90+/.61.8+70l-90+70/-75.8+7a-90Na90 6a" +so/ -730 +so/ -130 +so/-t3o +7x88.7 +7(N-� +70t9D +7a-90 +7a-763 +70/-9D +7a-90 +7019D +/87.5 Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube Design Pressure (DSD Ia WlrrdDNs Atta ttetl to a Horizontal France Assembly Tube m under 23" 25-15/16" 27-7/8" Willow Width 303/4" 32" 34" 37" Window Width 46" 53-118" 60" Anchor Group Anchor Group Anchor Group 27-7/8" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 46" B C D A B C8D A B C8D A B, CBD A B,CBD A B,CBD A B C8D All All All Anchor Group er 23" +7a-90 +70/-90 +70/-90 +7a-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 +70/-90 +7a90 +70/-90 +70/9D +70/-90 +7a90 +7a-90 +7a-90 +7a90 NO/ -90 � 25-15/16" B +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 D A +70/-90 +70/-90 +70/90 +70/-9D +70/-90 +za90 +7a-90 +7a -9D +7a90 +70/-90 +7a-90 39" V-701-72.3 qo/-75.2 +70/-89.9 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-9D +7a-90 +/-669 +70/90 +7x-90 +70/-9D +70/-9D +70/-90 +7a90 +7x90 +7x-90 +7a90 +70/-90 +7a-� 50-5/B" +7a -9D +/-57.9+/-69.3+7x-90+70/-90+7a-90+70/-907x$9.4+70/-90+70/-907a-77.97x-9D+70/-73.3+70/-90+70/-89.8+7a9D+7a90+7a-9060"+/-08.9H58.570/-90+7x$1.7+70/-86.6+70/-90+70/-75.5+70/$0.6+70/-90/-65.7+70/-90+/.61.8+70l-90+70/-75.8+7a-90Na90 +7x90 +7a-90 +7a1J0 +70✓90 +7x88.7 +7(N-� +70t9D +7a-90 +7a-763 +70/-9D +7a-90 +7019D +/87.5 +7x$6.6 +70190 +70f90 39° +701M +701-90 +70/90 +7x-90 +7a90 +70x90 +]d-90 +7a9D +701-90 +7a-90 +7a9D +70190 +7x-82 +7a-90 +707-90 +7a-� +7a-71 +7a$7 3 +7a-90 +70190 +7829 +7a-72 +7a-ffi2 +7D/90 5os'6^ 63" +70/90 +/.16.5 +/$5.7 +701$8.7 +70/-77.2 +70/$2.5 +70/-90 +7W-77.9 +70/-76.8 +70/-90 +7x90 +/$2.6 +70/9D +/_58.9 +70/-90 +7D/-72.2 +70%86.7 +7a-90 +7a-90 Design Pressure (DSD Ia WlrrdDNs Atta ttetl to a Horizontal France Assembly Tube Window Width antler 23" 25-75x76" 27-7/8" 303f4" 32` 34" 37" 46" 53-718" �" Archy Gmup ArcrlDr Group Anchor Group Arc ha Group Anchor Group Anchor Group Anchor Group Anchor Group Arc nor Group A[rcha troop All All All All All A B C8 D A B C 8 D A B C D A B C D A B C D urber 23'° +7a -9C1 +701-9D +]x-90 +7a90 +70/90 +7a-90 +7a-862 +70190 +7a-90 +7a-79.2 +7p/90 +701-79.5 +1837 +7x-763 +7a9D +/-669 +Ib5.2 +186 +7x90 +f 84 +/.q8.9 +t `.a65 +7x-90 26-15.16" +7a-90 +7p/90 +7a-90 +7a-� +70!90 +7a -9D +7a9D +7x90 +7a-90 +7a1J0 +70✓90 +7x88.7 +7(N-� +70t9D +7a-90 +7a-763 +70/-9D +7a-90 +7019D +/87.5 +7x$6.6 +70190 +70f90 39° +701M +701-90 +70/90 +7x-90 +7a90 +70x90 +]d-90 +7a9D +701-90 +7a-90 +7a9D +70190 +7x-82 +7a-90 +707-90 +7a-� +7a-71 +7a$7 3 +7a-90 +70190 +7829 +7a-72 +7a-ffi2 +7D/90 5os'6^ aa90 +70/90 +7v -so +]a -m +7or90 +7v-sD +7ar90 +7x90 +7a-� +7a-� +]0/90 +7a-sa +7a90 +7x90 +7a-90 x 60' +7a -9D +70190 +7a-£10 +7a-90 +7x90 +7a90 +7a� +70190 +7a-90 r7v9D +7pr90 � a 63' +7a90 +7a90 +7a-90 +7a90 +70790 +7a-90 +7a9(1 +7p19D +7a-� +7x90 +7x90 6T' +7a90 +70/9D +7a-90 +7a -YJ +70/90 +7x-90 +7x90 +70/&0 72° +7a-911 +7p190 +7a-90 +7a� +70/90 76' +7a -S1 +70/90 +7x -9D +7a-90 s4^ +7x90 +7or90 +7a -9a FOR GLASS TYPES: bju TABLE ll' r n r q,,+iY11t"9' FtEVa5E3� . 3) 7/8" LAMI. IG: (1/8' AN - 7/16 AIR - 1/8" AN -.090" PVB - 1/8" AN) � atm Vag _11h "PVB"= TROSIFOLRPVB BY KURARAY AMERICA, Ac,`P `e ��® i, c p SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR (� LOCATIONS WINDOW AND WIDTH QUANTITIES. O m d _j LLI >� Q TABLE 12' W nZ' 06 o 10" MAX. FRAME Q •J r ASSEMBLY TUBE o JLL D cn 0 WINDOW J m HEIGHT (L F r N (n W ADDITIONAL (n WINDOW ANCHOR CQ W v WIDTH (4), IF REQ. N O o Z I; � v � 0 `00 a0 (n SEE SHEETS 1 & 4 FOR WINDOW U) ANCHOR LOCATIONS AND QUANTITIES. Y Y W Z SEE SHEET 3 FOR ANY ADDITIONAL (� (n O ANCHORS REQUIRED FOR THE FRAME d ASSEMBLY TUBE. 0 0 lZln 0 U) U) o V Z o a0 m0 .ate z \Q TABLE 13' o W m FRAME w WINDOW ASSEMBLY >'n m HEIGHT TUBE® o N o z °w m 0 o z> N > o w a O ©wh . 10" MAX. O rc x O m �Nr j z w o 0 xU pz� a W Z 0 w 0 ADDITIONA > o u � O WINDOW ANCHOR -�I WIDTH Imo- (4), IF REQ. o U SEE SHEETS 1 & 4 FOR WINDOW ANCHOR ���� 0 LYNN LOCATIONS AND QUANTITIES. SEE SHEET �� ,�1,0 ,......, • • i� 3 FOR ANY ADDITIONAL ANCHORS L\CENSE'• REQUIRED FOR THE FRAME ASSEMBLY Q,•' •, TUBE. No.58705 Y. �o�'.. S T F ��: i � •'•F�ORIDP.••' \�� NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. / NAL I t A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 Design Pressure (psf) far Single Windows, All Anchor Groups Window Width under 23" 25-15!16" 27-7l8" 30-3l4" 32" 34" 3T' 46" 53-1/8" 60" under ADDITIONAL Design Pressure�n forWindows Attached to a HOnZOntal Flame Assembly Tube Design Pressure (psf) far Windows Attached to a Vertical Frame Assembly Tube Window Witl[n Window Width B under 23" 25-tfdts' 23" +70/- 90 +70/- 90 +70/- 90 +701- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 27-7/8" 25-15/16" +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 Anchor Group 39" +70/- 90 +70/- 90 +70/- 90 +70/- 9D +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/83.2 +70l-73.1 m 5o -s/6" +70/- so +70/- so +70/- so +70/- so +70/- so +70/- so +7or- so +70/$0 B = 60" +70/- 90 +70/- 90 +70/- 90 +70/-88.6 +70/-85.8 +70/81.7 +701-76.2 +701-90 untler 23" 25-t 5r16" 63" +70/- 90 +70/- 90 +70/- 90 +70/$4.4 +70/$1.5 +70/-77.5 +70/-71.9 +70/-90 +70/-90 +70/-90 +7W-90 � � 6T' +70/- 90 +70/- 90 +701$5.6 +70/-78.3 +70/- 75.3 +70/- 71.2 +7o/ -so +7o/ -so +7o/ -so +7o/ -s0 +7oasa 72" +70/- 90 +70/89.5 +70/- 79.4 +70/- 71.1 +/- 67.1 +7or-so +7a -so +7o/ -so +7a -so +7o/ -so +7o/ -so +7o/ -so +70/ 76" +70/- 90 +70/$6.8 +70/- 77.2 +/- 66.6 +70/-75.2 +70/-89.9 +70/-90 +70/$3.1 +701-90 +70/-90 +70l-77.4 84" +70/- 90 +70/- 82.5 +70/- 72.7 +70/-90 +70/-90 +70/-87.4 +70/-90 +70/-90 +70/-90 +70/$1.2 +70/-83.2 +701-71.9 +70/-73.1 ADDITIONAL Design Pressure�n forWindows Attached to a HOnZOntal Flame Assembly Tube Design Pressure (psf) far Windows Attached to a Vertical Frame Assembly Tube Window Witl[n Window Width B under 23" 25-tfdts' 27-7/8' 303!4" m 34" 37" under23" 53-118" 25-15!16" 60" 27-7/8" 303/4" 32" 34" 3T' 46" 531/8" 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group D A A B C D A B CBD A B C&D A B,CBD A B,CBD A B,CSD A B,C&D A B,CSD A B,CBD A B,CBD +701-90 untler 23" 25-t 5r16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +7W-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 m zs15-1e' +7o/ -so +7o/ -so +7o/ -so +7o/ -s0 +7oasa +7o/ -so +7o/ -so +7o/ -so +7o/ -so +7o/ -so +7a/ -so +7o/ -so +7or-so +7a -so +7o/ -so +7a -so +7o/ -so +7o/ -so +7o/ -so +70/ woaso +7o/ -so +7o/ -so +7o/ -so i 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/$3.1 +701-90 +70/-90 +70l-77.4 +70/-90 +70/-90 +70/-9D +70/-90 +70/-90 +7N-90 +70/-90 +70/-90 +70/-87.4 +70/-90 +70/-90 +70/-90 +70/$1.2 +70/-83.2 +701-71.9 +70/-73.1 g50-518" +701-9D +70/-723 +/-57.9 +/-69.3 +70/-90 +/84 +701-90 +70/-90 +/-59.6 +701-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +70/-90 +701-73.3 +70/-90 +/$7.3 +70/-90 +/-54.2 +70/80 +70/-B561+70/-78 .3 +707-75.3 +ID/ -74 2 +701-712 +70'-71 2 60" +/51 +/-08.9 +/-58.5 +70/-90 +/-54 +70/-86.6 +70/-90 +/-50.3 AO/ -80.6 +70/-90 +/88.4 +70/88.8 +/-65.7 +70/-85.8 +/-61.8 +70/$1.7 +/-56.8 +70/-76.2 63" +/-58.1 +/d6.5 +/-55.7 +70/-88.7 +/-51.5 +70/$2.5 +70/-9D +/-47.9 +70/-76.8 +70/-90 +/85.1 +70/-84.4 +/-62.fi +70/-81.5 +/-56.9 +70/-77.5 +/54.1 +70/-71.9 +70/-97 +707$2.5 +701-727 Design Pressure�n forWindows Attached to a HOnZOntal Flame Assembly Tube Window Witl[n B under 23" 25-tfdts' 27-7/8' 303!4" 32" 34" 37" 46" 53-118" 60" Anchor Group Arx nor Group Andra' Gtmlp Anchor Group Anchor Group Ancnor Group Anchor Group Anchor Group ArcnorGroup Anchor Group All All All All All A B CBD A B CBD A 8 C D A B C D A 8 C D under 23" +70/170 +70/-9p +701-90 x701-90 +701-90 +701-90 +701-86.2 +70i1J0 +7�-90 +701-79.2 +70/-90 +70l-79.5 +/$37 +70/-76.3 +70'-90 +/86.9 +!552 +186 +70/-90 +/$1 +/d6.9 +158.5 +701-90 25-t 5r16" +7D71J0 +70!170 +701-9D +70/-90 +701-9D +701-� +701-90 +70l-90 +701$76 +7W-90 +70/-90 +701-765 +701-90 +70/17D +70/-� +1-61 +70l-90 +70t-90 +7p1-90 +154 +70/$6.6 +70/170 +70Y-90 39' +70/90 +70l-90 +701-90 +70!1X1 +70l -9D +701-90 +7D+-93 +7p/-90 +701$7.4 +70/+JD +70/-90 +701-70.3 +7Dr-75_t +7N$.9.9 +701-90 +150.7 +!£5.1 +70t-77.6 +7W-63.2 +Id4.9 +157.6 +/.68.9 +70/-73.t m 5056" +70/1JD +701-90 +701-90 +7D7-90 +707-9D +70185.5 +701-� +701170 +70/$9.6 +7D'-90 +70f-90 +/{43.2 +70180 +70!$0 +70i-80 i 60" +70/-90 +707-90 +701-90 +701-88.8 +70/$5 B +7D/81.7 +701-61.7 +7Q+81.7 +701-75.8 +701-76.2 +7D/-76 2 �6 63" +701-9D +707-90 +701-90 +70/-84.4 +70!$1 51+70i-77 .5 +701-77.5 +701-77.5 +IDI -7t9 +70'-71.9 +7N -7t9 � 6T' +70+-90 +70/-90 +70/-B561+70/-78 .3 +707-75.3 +ID/ -74 2 +701-712 +70'-71 2 72' +7N-90 +701$9.5 +70l-79.4 +70/-71.1 +/87.1 76' +70+-90 +70186.6 +70f-77.2 +1866 64" +70/-97 +707$2.5 +701-727 FOR GLASS TYPES: TABLE 14' Pits"St�il°'T p.RV45"c.€.`" 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) a "PVB"=TROSI FOL®PVB BY KU RARAY AMERICA, INC. Acua{!l; Ice X4 6s'6 Ka2' 65D Dift P -y t-4 a ' Trak+ Product Chi}. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR V LOCATIONS AND �WWIDTOH QUANTITIES. O J W CID la- H m Q (n c r TABLE 15' Z 06 o 10" MAX. FRAME ASSEMBLY 0 TUBE o d J JAL WINDOW"- D O HEIGHT W rr_� Q OO ADDITIONAL r` N ~ WINDOW ANCHOR u) W WIDTH (4), IF REQ. 1 j 00 W 0 N gZ 4i 00 SEE SHEETS 1& 4 FOR WINDOW a O o 0 Q ANCHOR LOCATIONS AND QUANTITIES. o o U) SEE SHEET 3 FOR ANY ADDITIONAL Y Y W Z ANCHORS REQUIRED FOR THE FRAME (n (n ?� O ASSEMBLY TUBE. d �Z/t� > mc, O O o V Z o aO mO .ate Z \Q TABLE 16' oa` o Q LU o Q FRAME WINDOW ASSEMBLY >,n ami HEIGHT TU ® o N o z m o z N > o NNw T `ie } 10" MAX. o .1-of r r = = SU jzo �z- ADDITIONA w o o WINDOW ANCHOR > a y WIDTH ~ (4), IF REQ. z 0 0 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR \��� NY LYN/y LOCATIONS AND QUANTITIES. SEE SHEETO ,. • - /J.J� 3 FOR ANY ADDITIONAL ANCHORS : �� .• VIGENSF'. �(� REQUIRED FOR THE FRAME ASSEMBLY Q;' •. TUBE. _ *, No.58705 44/ 0 ST TE 7t �_ i FCORIOP,.•• \�/ NOTES: AL 1 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 58705 Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-7/8" 309/4" 32" 34" 37" 46" 531/8" 60" under 23" +70/50 E+70/-90 Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Design Pressure (psp ta' W IntloNs Attac hed to a Hwizorrtal Frame Assembry Tube Window Width Window Width under 23" 25-15'1G' 27-716" m +70/-90 +70/50 +70/50 +70/50 +70/-90+70/50 53-118" +70/50 +70/5025-15/16" 30-3/4" 32" +70/-90 +70150 +7W-90 +7N-90 +70/50 +70!50 +7015D +70/50 +70/5039" Anchor Group +70/50 +70/-9D +70150 +70/-90 +70/50 +70/-90 +70l-90 +70/50 +7W91.250.5/8" B A +70/50 +70/50 +70/50 +70/50 +70/50 +70/50 +70/98.660" C&D A B,C&D A B,C&D A B,C&D +70/50 +70/50 +7W50 +70/50 +70/50 +70/84.6 under 23" +70/-90 +70/-90 +70/-90 63" +70/50 +70/50 +70/50 +70/50 +70/56.1 +70/-79.9 +70/-9D +7D/-90 +7D/-90 +70l -W +70/-90 +701-90 6T+70/-90 +70/-90 +70/50 +70/$7 +70/-83.6 +70/-79.172" +7o/ -so wo/-so +70/50 +7o/-sD +7o/-sD +7o/-so+7o/-sD +70/50 +70/58.2 +70l-79 +7o/ -so +7N -so +7o/ -so +7o/ -so +7o/ -so +7D/ -so +7o/ -so +7o/ -so +7o/ -so +7o/ -so wo/-sD 76" +70/-9D +70150 +70/95.8 +70/- 74 +70/-89.9 +70/-90 +70/93.1 +70/-90 +70/-90 +70/-77.4 +70/-90 84" +70/50 +70/-90 +70180.8 +7o/9Zq +70/-90 +70/-90 +70/-90 +70/-90 +701-81.2 +70/-90 +70/-81.2 Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Design Pressure (psp ta' W IntloNs Attac hed to a Hwizorrtal Frame Assembry Tube Window Width Window Width under 23" 25-15'1G' 27-716" m 32' under 23" 34" 2575/16" 46" 53-118" 27-7/8" 60" 30-3/4" 32" 34" 3T' 46" Anchor Group 53-1/8" 60" AnchorGroup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All Anchor Group Anchor Group B A B C D A 8 C8D A B C&D A B,C&D A B,C&D A B,C&D A B,CBD A B C8D A B,C80 All +70!50 under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90+70/-90 +701-g3 +70l-90 +70/-90 +70/-90 +7D/-90 +70/-9D +7D/-90 +7D/-90 +70l -W +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-9D +70/-90 m z515/1s^ +7o/ -so +7o/ -so wo/-so +70/50 +7o/-sD +7o/-sD +7o/-so+7o/-sD +195.1 +701-77.8 +70180 +7a/ -so +7o/ -so +7o/ -so +7o/ -so +7N -so +7o/ -so +7o/ -so +7o/ -so +7D/ -so +7o/ -so +7o/ -so +7o/ -so +7o/ -so wo/-sD +7a/ -so Z 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/93.1 +70/-90 +70/-90 +70/-77.4 +70/-90 +70/-90 +70/-90 +70/-90 +701-W +701-90 +70/-90 +70/-90 +7o/9Zq +70/-90 +70/-90 +70/-90 +70/-90 +701-81.2 +70/-90 +70/-81.2 50-5/8" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +194 +70/-90 +70/-90 +/-59.6 +70/-90 +70/-90 +70/-81 +70/-90 +701-77.9 +70/-g0 +7W-73.3 +70/50 +/97.3 +7D/-90 +70/-72.2 +70/-86.8 +70/98.8 0 GT' 60" +/81 +/.q8.9 +/-58.5 +70/50 +/54 +70/96.6 +70/-90 +/-50.3 +70/-80.6 +70/-90 +/58.4 +70/-90 +/-65.7 +7N-90 +/91.8 +70/-90 +/56.8 +70/-64.6 +7W80 +70/80 +70198.2 +70/-79 +701-74.6 63" +/58.1 +1-06.5 +/-55.7 +70/-88.7 +/-51.5 +70/92.5 +70/-90 +/-47.9 +70/-76.8 +70/-90 +/85.1 +70/-90 +/-62.6 +70/-9D +/-58.9 +70/-86.1 +/54.1 +701-79.9 Design Pressure (psp ta' W IntloNs Attac hed to a Hwizorrtal Frame Assembry Tube Window Width under 23" 25-15'1G' 27-716" 30914" 32' 34" 37" 46" 53-118" 60" Arctro� Group Anchor Group Anchor Group Archar Group Anchor Grotgr AnchorGroup Anchor Croup Anchor Group Am nor Group Anchor Group All All All All All A B C&D A 8 C8D A B C D A B C D A B C D uMer 23" +7W83 +70/80 +70l-� +7078D +7D/80 +701-93 +701-862 +7D180 +70'-90 +76t-79.2 +70/5D +70/-79.5 +/93.7 +70/-76.3 +70l-90 +/989 +1852 +/96 +70!50 +191 +1-08.9 +158.5 +70180 2675'16" +7D/83 +70!80 +701-90 +701-90 +70180 +701-g3 +70l-90 +70!90 +70!976 +7D/-90 +70/50 +701-70.5 +7015D +70!30 +701-9D +/-67 +70!30 +701-90 +70l-90 +/54 +70!96.6 +70!30 +70150 39' +70!80 +70180 +701-90 +7d -S) +70180 +70�-90 +70/-90 +70180 +70;974 +701-90 +70180 +70/-70.3 +70/-75.1 +70799.9 +701-� +!909 +195.1 +701-77.8 +70180 +/-04.9 +1.57.6 +188.9 +70/97 2 � 50-58" +70l-90 +70180 +701-9D +701-90 +70/80 +701955 +7Di-90 +70/80 +70!99.8 +70130 +70/80 +70/-722 +70'-86.6 +7Di98.6 +70198.8 i 60" +70183 +70!80 +70/-90 +7W-90 +70/97.6 +70l-90 +701-90 +70!80 +70/94.6 +70/-846 +70!94.6 � G3" +701-93 +7pf80 +70/-90 +70180 +7Dl80 +70196.1 +7D/-86.7 +70(96.1 +701-79.9 +701-79 9 +70l-79.9 0 GT' +701-90 +70180 +70/-� +7m97 +70193.6 +70/-79t +70/-79.1 +70/-79.7 72' +7W80 +70/80 +70198.2 +70/-79 +701-74.6 7G' +70/8D +70!80 +70/95.8 +7N-74 84" +70790 +70180 +70190.8 Design Pressure (psf) far Windows Attached to a Vertical Frame Assembly Tube Design Pressure (psf) fol- Windows Attaz hed to a Horizontal Frame A55em01y Tube +90/-130 +90/-130 +gp/-130 +90/-130 +90/-130 +gp/-130 FOR GLASS TYPES: +90/-130 +90/-130 +90/-130 +90/-130 +gp/-t 30 +90/-130 TABLE 17: +90/-730 +90l-130 27-718" 39" +90/-130 +90/-130 +90/-130 +90/-130 +90/-730 +90/-130 +gp/-130 +90/-730 +90/-130 m 50.5/8" 1'9C1;T[T€"'7 L1r 1<.'CSFD +90/-130 +90/-130 Anchor Group +90/-130 +90/-130 Design Pressure (psi) for Single Windows, All Anchor Groups +90/-130 Anchor Group = 5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) v W FC48 +90/-13063" 8 C D A B C8D Window Width +9p/-130 +90/-130 A B,CBD 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN -.090" SG 3/16" AN) "" � i•C)tr, <ncet"ylLar:ce T�Fta +90/130 +70/-9D +90/-1317 under 23" 2515/16" 27-7/8" 30.314" 32" M. 37" 46" 53-1 /8" 60" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +g0/-130 +70/-90 +70/-90 +70/-90 )'s7;iraiWxe Care m 76" under 23" +90/-130 +90/-130 +90/-130 +7o/ -so +7o/ -so +707 -so +7o/ -so "SG"= SENTRYGLAS"BY KURARAY AMERICA, INC. +7o/ -so 84" +90/-130 +90/-130 +90/-130 +7o/ -so +7o/ -so +7o! -so s 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/-90 +70/-9D +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 iu h4 n Diode suhsct C��"al -" +70/-90 +70/-90 +70/-90 +70180 50-5/e" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +70/-90 +70/-9D +70/-90 +70/-894 +70/-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +7p/-90 +70/-73.3 +70/-90 +70/-89.8 +70/-90 +70/-90 +70/-90 +70180 +70l -9D +70180 60" r+90//-130 +/-48.9 +/-58.5 +70/-90 +70/-81.1 +70/-86.6 +70/-90 +70/-75.5 +70/-80.6 +70/-90 +/-68.4 +70/-90 +/-65.7 +70/-90 +/-61.8 +70/-90 +70/-75.8 +70/-90 +70/-90 60' +701-90 +70180 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +70/-77.2 +7p/-82.5 +70/-90 +70/-71.9 +70/-76.8 +70/-90 SEE SHEETS 1 +/-62.6 +70/-90 +/-56.9 +70/-86.7 +70/-90 '3 63'^ +70/-90 +70180 +701-� +70/SJ +70180 +701-90 +70'-90 &4FOR +70/-90 +701-90 +70/-90 V 6T' +70l8D +70/80 +70/-9D +70/-90 +70780 +701-90 WINDOW +7D180 WINDOW 72' +70/-90 +70/80 +70/-90 +701.90 +70f8D 7@' +701-90 +70l8D +701-90 +701.90 HEIGHT ANCHOR 64" +70?80 +70/80 +70'-9D LOCATIONS AND (n J `WINDOW � � QUANTITIES. O WIDTH J W m � � Q m< c V) TABLE 18: WW Z 06 o` 10" MAX. FRAME ASSEMBLY (-- Q 'J TUBE Q _l J c d J r �- WINDOW J LL O HEIGHT °i W ADDITIONAL � � WINDOW - ANCHOR W U) WIDTH 1� (4), IF REQ. L0 00 W ~ N _ O _ o Z LO 00 « (n O SEE SHEETS 1& 4 FOR WINDOW o 0 0 0 ANCHOR LOCATIONS AND QUANTITIES. w Q Y Y SEE SHEET 3 FOR ANY ADDITIONAL Z ANCHORS REQUIRED FOR THE FRAME U) U) O� ASSEMBLY TUBE. ?] Z r ro U) (� oO Z o� 10 roO act Z Q m W TABLE 19- o K FRAME WINDOW ASSEMBLY >,n > HEIGHT TU ® oNo o a o ^?> r` 0 K M w 10" MAX. 00 ®W n s ~ uO N r =U� Yp0 Q ADDITIONA U-^a7- w o;� o WINDOW ANCHOR yl > m a¢ WIDTH (4), IF REQ. o z o' w LYNN SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET �� �Q ... • L • . • .. • /yf�l /// •'•. 3 FOR ANY ADDITIONAL ANCHORS L\CENSE (� REQUIRED FOR THE FRAME ASSEMBLY _:,• Q.: • •. TUBE. No.58705 - 9 ��Q j ••. ST TE �F•••!(7�� mart`s' . FC ORID P;. •�G\=� S��NAL NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 Design Pressure (psf) far Windows Attached to a Vertical Frame Assembly Tube Design Pressure (psf) fol- Windows Attaz hed to a Horizontal Frame A55em01y Tube +90/-130 +90/-130 +gp/-130 +90/-130 +90/-130 +gp/-130 Window Width 2515/16" +90/-130 +90/-130 +90/-130 +90/-130 +gp/-t 30 +90/-130 +901-130 +90/-730 +90l-130 27-718" 39" +90/-130 +90/-130 +90/-130 +90/-130 +90/-730 +90/-130 +gp/-130 +90/-730 +90/-130 m 50.5/8" +90/-130 +90/-130 +90/-130 Anchor Group +90/-130 +90/-130 +90/-130 +90/-130 Anchor Group = 60" +90/-130 +90/-130 +90/-730 Anchor Group +90/-130 +90/-130 +90/-13063" 8 C D A B C8D +90/-130 +9p/-130 +90/-130 A B,CBD +90l-130 +90/-130 +90/-13067" 8 C8D All All +90/-130 +90/-130 +90/130 +70/-9D +90/-1317 +90l-13072" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +g0/-130 +70/-90 +70/-90 +70/-90 +70/-90 m 76" +90/-130 +90/-130 +90/-130 +90l-130 +7o/ -so +7o/ -so +707 -so +7o/ -so +7o/-sa +7o/ -so +7o! -so +7a/ -s0 +7o/ -so 84" +90/-130 +90/-130 +90/-130 +7o/ -so +7o/ -so +7o! -so s 39" +70/-90 Design Pressure (psf) far Windows Attached to a Vertical Frame Assembly Tube Design Pressure (psf) fol- Windows Attaz hed to a Horizontal Frame A55em01y Tube Window Width Window Width m under 23" 2515116" 27-718" 27-718" 32" 30-314" 32" 34" 37" 46" 531!8" 60" 53-i/8" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C8D A B C8D A B,CBD A B,CBD A B,CBD A 8 C8D All All All A under 23" +70/-9D +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 m 25-15rts^ +7o/ -so +7o/ -so wo/-so +7o/-sD +7o/ -so +7o/-sD +7o/ -so +7o/ -so +707 -so +7o/ -so +7o/-sa +7o/ -so +7o! -so +7a/ -s0 +7o/ -so +7o/-sD +7o/-sD +7o/ -so +7o/ -so +7o/ -so +7o/ -so +7o! -so s 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/-90 +70/-9D +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70180 50-5/e" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +70/-90 +70/-9D +70/-90 +70/-894 +70/-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +7p/-90 +70/-73.3 +70/-90 +70/-89.8 +70/-90 +70/-90 +70/-90 +70180 +70l -9D +70180 60" +/51 +/-48.9 +/-58.5 +70/-90 +70/-81.1 +70/-86.6 +70/-90 +70/-75.5 +70/-80.6 +70/-90 +/-68.4 +70/-90 +/-65.7 +70/-90 +/-61.8 +70/-90 +70/-75.8 +70/-90 +70/-90 60' +701-90 +70180 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +70/-77.2 +7p/-82.5 +70/-90 +70/-71.9 +70/-76.8 +70/-90 +/-65.1 +70/-90 +/-62.6 +70/-90 +/-56.9 +70/-86.7 +70/-90 Design Pressure (psf) fol- Windows Attaz hed to a Horizontal Frame A55em01y Tube Window Width under 23" 25-15'16' 27-718" 303/4" 32" 34" 37" 46" 53-i/8" 60" Anchor Group Archon Group Anchor Gawp Anchor Group Arclmr Group Anchor Group Anchor Group Anchor Group ArchorGroup Anchor Group All All All All All A B C&D A B C8D A B C D A B C D A B C D under2T' +701-90 +70!80 +70/-90 +70Y -9D +70/8D +701-90 +701-862 +70180 +7N -9D +70/-79.2 +70/-90 +701-795 +1G3.7 +7d-76.3 +7d-90 r/E89 +155.2 +Ib6 +701.90 +/$t +/-46.9 +/SBS +70180 2'.75'16" +70/-9D +70780 +707-90 +70+-9J +701-9D +701-90 +7N90 +70/-90 +7W-90 +70/-90 +70/-90 +70/8.1 +7p/1Jp +70/-90 +701-9D +701-76.3 +70(-90 +7p+-90 +70/-9D +7£7.5 +70/�6.fi +707-90 +70/1J0 39' +70/AD +70/80 +701-9D +70/iq +70180 +7Dl-90 +701-� +70/80 +70/-90 +70/-90 +70180 +701-82 +70180 +70180 +701-9D +70t-71 +70/$7.3 +707-90 +707-90 +/829 +701-72 +707-86.2 +701130 m :A5'8" +701.9D +70180 +70l -9D +70180 +7D180 +70.'-90 +70/-90 +70180 +70.-90 +70/-90 +70/-90 +70.-90 +70'-90 +70/8D +701-90 S 60' +701-90 +70180 +701-90 +701-90 +70180 +701-90 +70180 +70/-90 +707-90 +70/-90 +7D/-90 '3 63'^ +70/-90 +70180 +701-� +70/SJ +70180 +701-90 +70'-90 +70180 +70/-90 +701-90 +70/-90 0 6T' +70l8D +70/80 +70/-9D +70/-90 +70780 +701-90 +70780 +7D180 72' +70/-90 +70/80 +70/-90 +701.90 +70f8D 7@' +701-90 +70l8D +701-90 +701.90 64" +70?80 +70/80 +70'-9D TART F 20' Item Dwg. # Description Mat. 1 7002 Main Frame Head, Sill &Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-76 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187' x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 1 7015 ITie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 21 7034 Operator Track &Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1 1714 ISetting Block 5/32" x 7/16" x 1-1/4" EPDM 35 1 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 72 Maxim Pivot Slider Assembly Steel 80 1 1#8-32x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 #8x 7/8" F.H. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8X 1-1/2" Quad Pn SMS Stainless Steel 87 1 #lox 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 1 1#12 x 1" Ph. Pn. TEK Stainless Steel AS R TAE `CNV LYNNM �`I`.•'•`GENS * No.58705 441; -0 tTTE F [(/ /ice '•F�ORID P;. •'•G\�� �S I/ONAL ``' . `. A. LY NIWL�R P.E. Revised By: Date: Revision JR 05/25/17 NO CHANGES THIS SHEET Revised By: Date: Revision ® Description: BOM AND CORNER VIEW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 PRODUCT REVESED N, i -0iII BY mliwna " tts zrc4tu t O ' J ROSOWSKI Title Dote AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Shoot I Drawing No, Rev: AW -740 I NTS 1 10 OF 11 MD-AW740LM I C STRUCTURAL 1/4" NOM. POLYISOBUTYLENE WITH DESICCANT EXT.GLASS INT. GLASS GD KODISPACE 4SG TPS ALUMINUM REINFORCEMENT 5/16" BUTYL & DESICCANT FOAM EXT.GLASS� GLASS DURASEAL® ,02 SPACER STRUCTURAL SILICONE WITH DESICCANT EXT. HOT -MELT BUTYL SUPER 0, SPACER®NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS osr' NOM. 2.919" .439" 2.784" (1)FRAME HEAD, SILL & JAMB GLASS #7002,6063-T6 DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGETM 03 SPAC;FR GLASS Part # Description Material 100 Kommeding 4SG TPS Spacer System 101 Quanex Super Spacer nXr With Hot Melt Butyl See this Sheet Tor 102 Quanex Duraseal Spacer Materials 103 Cardinal & Edge Spacer REFERENCE I ES I KtF'UK I S: F I L-8/1 /. 89ti8 & 89/U 1.356" 1" .095" j OANCHOR PLATE #7071,6063-T6 706" .050" .865" I� �L 35 BEAD B #7036, 6063-T6 .172" .870" ,050" I_ .569" 37 BEAD D 97059, 6063-T6 ,1111111// * : No.58705 �. FS •'•F�ORIDP•.•'G\�� 1NAL 1EN A. LYNN MILLER, P.E. N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #2929 434" 062" NOM. 1.159"0 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 A .040" :ft 1.000" .423" FIXED 60 SCREEN FRAME #7006,3105-H14 .523"� .050" .865" 36 BEAD C #7042,6063-T6 .125" 2.701" .062" .093" 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 nsea try: Late I Revision JR 1 05/25/17 INO CHANGES THIS SHEET Revised By:I Date: I Revision 1.187" � � .050" 70 ADDON FLANGE #134,6063-T6 PRODUCT REV;SE'D as cemplying w:t:. t FmMa GmldmgCodei aG14..20 aL �e ffa t#y ;Ear CPetids oC«asza C° wn Hy: EXTRUSIONS & SPACERS I JaROSOWSKI Title: Late - AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet I Drawing No. Rev: AW -740 I NTS 1 11 OF 11 MD-AW740LM C