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HomeMy WebLinkAboutNOA CA-740E COUNTY ,�.:.. :I DD MM r PRODUCT CONTROL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree� Room 208 BOARD AND CODE VOTICE OF ACCEPTANCEO' — — 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 MiamiDadeCounty 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 "CA-740" Outswing Aluminum Casement Window -L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details SM", sheets 1 through I 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# 16-0629.21 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 17-0614.14 NOA No. it 1111 �7 Expiration Date: April , 2023023 Fop Approval Date: September 14, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement 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, Durasealo 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. 16-0629.2 1) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2,1. and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL4065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6�h 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 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel rEx0aner .E. Product Controm NOA No.4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 L Statement letter of conformance, complying with FBC 5" Edition (2014) and with FBC 611 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, 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. 16-0629.2 1) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.L" approved on 08/11/16 and expiring on 04/11/18. Manuel P lez P.E. Product Contro x iner NOA No.-0614,14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT 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). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS 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/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL] CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 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-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: 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 7/16" Lami (3/16 HS -.090" SG - 3/16 HS) 7 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An -.090" PVB - 1/8" An) 5 5 7/8" Lami. IG (1/8" T- 7/16" Air - 118" An -.090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" Air- 3/16" HS -.090" SG - 3/16" HIS) 7 8 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An -.090" SIG - 3/16" An) 9 9 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" HS -.090" SG - 3/16" HS) 7 "PVB"= TROSIFOLP PVB BY KURARAY AMERICA, INC. "SG"=SENTRYGLASa BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE 37" WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL 4"MAX._.._- 4" N 5/16"LAMINATED GLASS STACK ANNEALED EXTERIOR a J 17-1/2" 32 50 MAX. C. GLASS TYPE 1 r� 8" NOM. 6" MAX. GLASS STACK O.C. 7/16"AIF USE ANCHOR PAIR AT EACH 1/8" ANNEA' JAMB IF TEMPERED HEIGHT IS 26" OR OVER EXTERIOR a 76" 37 HEIGHT MAX. O.C. IF WIDTH IS &OVER (HEAD &SILL) TYP. ELEVATION OF CASEMENT WINDOW CODES/STANDARDS USED •2017 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 GENERAL NOTES .............................1 ELEVATION....................................... 1 GLAZING DETAILS .............I............. 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/S PACE R.................... 11 LY NN NO. 58705 k _ * . ISIA101 P ONA1- //IIIIII, A. LYNN MILLER, P.E. 090" TROSIFOLCPVB BV KURARAY AMERICA, INC. 1I6" ANNEALED GLASS 11/16" GLASS BITE 7/16 "LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR a .090" SG� BY KURARAY AMERICA, INC. 3/1fi"ANNEALED OR HEATSTRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 2 & 3 7/8" NOM. 5/16" LAMI GLASS STA NATED GLASS STACK 7/16" LAMINATED CK GLASS STACK �1/8"ANNEALED GLASS 3/16"ANNEALED OR .090"TROSI FOLGPVB 1/4"AIRSPACE', / BY KURARAY 3/16" ANNEALED AMERICA, INC. , 1/6" ANNEALED GLAS EXTERIOR 11/16" GLASS BITE a/: GLASS TYPES 4 & 5 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 7/8" NOM. GLASS STACK 3/11 HE 1/4" AIRSPACES TEMPERED HEAT -STRENGTHENED GLASS .090" SGo BY KURARAY SAME RICA, INC. ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 6 & 7 7/16" LAMINATED GLASS STACK 7' ANNEALED OR �T-STRENGTHENED GLASS .090" SG� BY KURARAY AMERICA, INC. ANNEALED OR GLASS 11/16" GLASS BITE 50 32 ss r;D�y!ga� Ni91 YHxO F3aslda Buiidstg C+�d;, GLASS TYPES 8 & 9 Acceptznce art Date, ised By: Date: Revision: JR 05/25/17 UPDATED ANCHORAGE `r-- PER FBC 2017. 'TL"'-'+.i.:°zc1c €°rexa=vcc's vised By: Dote: Revision: Description: GLAZING DETAILS J ROSOWSKI CASEMENT WINDOW DETAILS08/08/12 Series/Model: CA-740 Scale: I NITS Sheet: 1 1 OF 11 Drawing No. 1 MD-CA740-LM Rev: I C INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR a ATTACHED TO L FRAMEJAMB ATTACHED TO VENTJAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB tl ATTACHED TO VENT JAMB a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION ncTlnM I INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. — EDGE DISTANCE CONCRETE/CMU PERANCHOR EMBEDMENT REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE ° DISTANCE PER SUBSTRATE, \ SEE TABLE 3, SHEET4. EDGE DISTANCE EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1 /4" MAX SHIM OPTIONAL ADDON r FLANGE @ HEAD, SILL & JAMBS SEE DETAIL JAMB NOTES: A1, BELOW HARD- 1) USE ONLY SUBSTRATE -APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ATTACHED TO FRAME 2) ALL WOOD BUCKS LESS THAN 1-1/2" JAMB THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE 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. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM CONCRETE • EMBEDMENT PER ANCHOR °' REQUIREMENT ° EDGE DISTANCE -�� VERTICAL SECTION B-B INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. BUCK WIDTH ATTACHED TO FRAME SILL O � � BELOW OPERATOR ARM ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A EGRESS FORMULAS: t— WIDTH, WASH HINGE: WINDOW WIDTH - 13-1/2 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT-6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10" MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 WINDOW FRAMES AT 10" MAX. \ / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE �l DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR 10" MAX. \111/ 1111 * ; No.58705 * = NAL 111111 l\ A. LYNN MILLER, P.E. P.E.# 58705 SEE DETAIL A2, BELOW _ A2 Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F- Window Anchor Type a Width A B, C & D 17" - 25.9" 1 0 f- Window Anchor Type a Height A B, C & D 0 17" - 25.9" 1 0 = 26"+ 1 1 Rev 4`e�sOSyUC:'P RE.b"P56E3 cD¢r.L+iyirg wsit7 khe Y°➢Dr:<;„ uit4iss; Code a at k =� ray 17- 06 � j4b ss ' JR 05/25/17 NO CHANGES THIS � , SHEET. e?etassi:. �C rczrlEttsE��F.icg} i Revised ey: Date: Revision: ® Descrpt on: Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Title- Date: (941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 COPYRIGHT © 2017 PGT INDUSTRIES, INC. SerieslModel: Score: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED CA-740 NTS 2 OF 11 MD-CA740-LM C CERT. OF AUTH. #29296 Rev 4`e�sOSyUC:'P RE.b"P56E3 cD¢r.L+iyirg wsit7 khe Y°➢Dr:<;„ uit4iss; Code a at k =� ray 17- 06 � j4b ss ' JR 05/25/17 NO CHANGES THIS � , SHEET. e?etassi:. �C rczrlEttsE��F.icg} i Revised ey: Date: Revision: ® Descrpt on: Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Title- Date: (941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 COPYRIGHT © 2017 PGT INDUSTRIES, INC. SerieslModel: Score: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED CA-740 NTS 2 OF 11 MD-CA740-LM C CERT. OF AUTH. #29296 WII HE CASEMENT (X) GHT J IGHT a WINDOW 740 SERIES CASEMENT EXTERIOR WINDOW n 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 TIP -TO -TIP. 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 21 SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. CASEMENT/CASEMENT(XX) 10", SEE NOTE 7, THIS SHEET FIGURE 1: F----{-� / C C \ \ / 10", THIS SHEET I I 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW I 1 \ %a � MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 740 SERIES � FRAME � 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW � TUBE WINDOW HORIZONTAL SECTION C-C AWNING / CASEMENT / FIXED CASEMENT (XXO) � MIN.#12X 1" SMS THROUGH INSTALLATION HOLES EXTEf G FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: FIGURE 2 740 SERIES AWNING WINDOW* �D FRAME �� ASSEMBLY TUBE �D 740 SERIES CASEMENT —� WINDOW ►E _ FRAME ASSEMBLY ►E TUBE \ 740 SERIES FIXED WINDOW* 'SEE PRODUCT'S NOA FOR La INSTALLATION SPECS VERTICAL SECTION D-D l0 SERIES A/NING 'INDOW* FRAME ASSEMBLY TUBE 40 SERIES 4SEMENT 'INDOW EXTERIOR a FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP 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 WINDOWS 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. LO LO 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WINDOW, AS SHOW IN WINDOW DETAILS, WITH MIN. #12 X V SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. VERTICAL SECTION E-E ASSEMBLY TUBE MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW* 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 ASSEMBLYTUBE" OR "DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TOAHORIZONTAL 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 TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF 6) INSTALL AS PER THE YOUR WINDOW. INSTRUCTIONS ON SHEET 2. 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). 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL 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) F Window Anchor Type a Width A B, C & D 25.9" 1 0 26"+ 1 1 Window Anchor Type a Height A B, C & D .0 25.9" 1 0 = 26"+ 1 1 ;.dc �ft �r�l �p an „J�S�r .u�``P wSxacL �a- �U O N- W � zU 06 Z � o Q J_ U Q H J LL o Q .. O W m M m � � N D w ~ 0 v� N 0 °Z O o° O Y Y W Q W O O ..W g _Q a O m O aQ � \U v< o oLL U oNo o rn r o ��i z Uja a z r?p oz o� o F? M a< o oz �``��tJY � '� \GENg '• C * No.58705 ON a @@• �` S T F f :. C4�� iO��'•.FCORIOP.•'G\�� S10NAL ``� A.(IVI�f�IM1111 ER,P.E. P.E.# 58705 rr_1:AXI Window Anchors Required 00000000000000000000000000©0 ©©©©©©©©©©©©o©©©o©©©o©©©©©©© �I0000000000000000000000000000 �0000000000v00000000000000000 ©©©©©©©©©©©©o©©©o©©©©©©©©o©© �0000000000000000m000m000m000 �0000m000m000m000m000m000m000 �'m000m000m000m000m000m000m000 ®�m000®000m000m000m000m000m000 �m000m000m000mmoommoommoommoo 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHUWN ARE wwuuw I IV-[ O-I Ir. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? #12, steal SMS (G5) S. Pine 5B" 1" 1-3/8" No 6063-T5 Alum. A36 Steel 3/8" 318" 518" 518" .063" .050" No No A653 Stud, Gr. 33 3/8" slam .045", 20 Ga. No A #14, steel EMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" No 6063-T5Alum. 3/8" 518" .063" No A36 Steel 318" 518" .050" No A653 Stud, Gr. 33 3/8" 518" .045", 20 Ga. No B 1/4" steel Ultracon 2MIk Concrete 2-1/2" 4" 1-38" No Hollow Block 1" 6" 1-1/4" No Hollow Block 2-1/2" 5" 1-114" No IF 1/4" steel Uftrecon Hollow Block 1" 6" 1-114" Yes C 114" 410 SS CneteFlea 3.35k Concrete 1" 5" iJ/4" No Hollow Block 2-1/2" 5" 1-114" No #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-TS Alum. 3/8" 5/8" .0713' Yes A36 Steel 318" 518" .050" Yes A653 Stud, Gr. 33 3/8" 518" .045", 18 Ga. Yes 914, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/6' Yes 6063-T5 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" Slam .050" Yes A653 Stud Gr. 33 318" 518" .045", 18 Ga. Yes D 1/4" steel Ultracon 2.85k Concrete 1" 4" 1_WC Yes 2.85k Concrete Hollow Block 2-1/2' 2-1/2" 4" 5" 1-3/8" 1-1/4" Yes Yes Filled Block 2.1/2" 4" 1-3/4" Yes 1/4" 410 SS CrateFlex 3.35k Concrete 1" 6" "/4" Yes 3.35k Concrete 2-112" 6" 1" H,MFPFFFFFIollow Block 2-1/2" 6" i-1/4" 5/16" steel Ultracon 3.5k Concrete 1-11 5" iJ/4" RNo Hollow Block 3-1/8" 5" 1-114" Filled Block 2A/2" 5" 1-314" No 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. Jamb Snubber Locations Glass Type: PVB SG (Types 11 4 & 5) (Types 2, 3 & 69) 63" MEMO Now 12" max. from rn and each end & 30" m x less Required max O.C. 0 12" max. from 12" max. from 04er each end & 30" each end & 30" max O.C. max O.C. "PV8"= TROSIFOL� PVB BY KURARAY AMERICA, INC. "SG' SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO OONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. 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 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) 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 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 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. Fy Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elcc UltraCorQ 155 ksi 177 ksi 410 SS Elco CreteFlex® 127A ksi 189.7 ksi 6063-T5Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi SAMPLE CONFIGURATIONS: SAMPLE CONFIGURATIONS: X` X X,;: : O X'; X\ O X O REVISED 10'411 � 0" 4„ 10.6" 34" - c�e�:;xkayzsx;, Y°°ru F'Sc.:n)110 :Lode 1-� _t7f�td} • )� 06 f. s¢nce Tu _ f NY LYN/V •' i No. 56705 ��NAL IEN \\. A. LYNN MILLER, P.E. P.E.# 58705 9 - 14 FOR GLASS TYPES: TABLE 5: 1) 5/1611 LAM (1/8 AN - .090" PVB - 1/8 AN) „ i,:,. � ,n wv 4) 7/8" LAM 1. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB 1/8" AN) Acceptance N "PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. :x•sira[ie;n E?a9.a ,.,�.. 1�Product L. `e WINDOW HEIGHT �U WINDOW WIDTH J Uj SEE SHEETS 1 & 4 FOR qRT O WINDOW ANCHOR 100 d LOCATIONS AND QUANTITIES. Q } Z U 06 rn W z o` TABLE 6 dNN r 0 J J � N� O Q O v� p W W � [` N o0 W H N o LO v CD � z oO o0 (n Z 0_ W r1 O O Z _ r` O m O a� a U W aW „w �Q �� o� o� U TABLE 7: FRAME 10" MAX. yl ASSEMBLY > TUBE ® �' oNo d� m WINDOW FRAME } w a HEIGHT ASSEMBLY ®� w WINDOW p �� TUBE HEIGHT z w a o � z�U Z 10" MAX. > o J o WINDOW ADDITIONAL z v u ¢ ADDITIONAL WIDTH ANCHOR ANCHOR (4), IF REQ. (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR WINDOW LOCATIONS AND QUANTITIES. SEE SHEET \��� NY LYNN '%, WIDTH 3 FOR ANY ADDITIONAL ANCHORS�•''�CEN,q �� REQUIRED FOR THE FRAME ASSEMBLY ` .� \. F •' l�F SEE SHEETS 1 & 4 FOR WINDOW ANCHOR TUBE. Q-: • '•,� LOCATIONS AND QUANTITIES. SEE SHEET No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY(3 TUBE. Q.'• S AT6�F (441 ' .F(ORID P.•'• N NOTES: /GNAL 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A /LM/MJ MILLlA\ 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" 2515/16" 27-3/4" 30" 33-1/2" 35" 37" under 23" +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 2515/16" +70/-90 +70/-90 +70/50 +70/-90 +70/-90 +70/-90 +70/-90 38v'/6" +70l-90 +70/-90 +70/ 90 +70/-90 +70/-90 +70/-90 +70/-90 a 48" +70/-90 +701-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-91 = 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.2 60" +70/-90 +70/-90 +70/-90 +70/-88.5 +70/-80.6 +70/-77.7 +70/-74.3 63" +70/-90 +70l-90 +70f-90 +70/-84.3 +70/-76.5 +70/-73.7 +70/-70.1 72" +70l-90 +70/-87.2 +70/-77.7 +60/-71.5 +60l- 62.4 +60/- 60.9 +/- 59.3 76" +70/-90 +70/-84.6 +70/-75.7 +lFi7.3 +/- 58.9 +(_ 57.2 +/- 55.6 84" +70/-90 +70/-80.4 +70/-71.3 +60/4i2.1 +/- 54.2 Design Pressure (pst) �r Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-314" 30" 33-1/2" 35" 3T' Anchor Group Anch Design Pressure par) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C8D A B C8D A B C8D under 23" +70/-90 +70I-90 +70/-90 +70/-90 +70/-90 +70/A7.6 +70/AO +70/JO +70/-83.8 +70/�0 +70/-90 +70/-79.2 +70/-90 25-15/16" +701-90 +70/90 +70/-90 +70/-90 +701-90 +70/30 +70l-90 +70/-90 +70l-90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +70/-90 +70/50 +70/-90 +70/�0 +70/-88.8 +701-90 +70/�0 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +70/-90 +70/-90 +70/50 +7p/50 +70/-90 +70/-90 i 505/8" +70/-90 +70r-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +70/-90 +70/-90 +70/50 +70/$9.2 +70/A9.2 +70/439.2 BO" +70/-90 +70/-90 +7D/-90 +70/438.5 +70/A0.6 +70/A0.6 +70/-80.6 +70/-77.7 +70/-77.7 +70/-77.7 +70/-74.3 +70/-74.3 +70/-74,3 63" +70/-90 +70/-90 +70/-90 +70/4i4.3 +70/-76.5 +70/-76.5 +70/-76.5 +70/-73.7 +70/-73.7 +70/-73.7 +70/-70.1 +70/-70.1 +70/-70.1 72" +70/-90 +70/437.2 +70/-77.7 +70/-71.5 +60/fi2.4 +60/�2.4 +60/4i2.4 +60/4i0.9 +601�0.9 +60/E0.9 +/59.3 +/59.3 +/-59.3 76" +70/-90 +70/434.6 +70/-75.7 +/{7.3 +/-58.9 +/-58.9 +/57.2 +/57.2 +/55.6 +/55.6 +/-55.6 84" +70/-90 +70/A0.4 +70/-71.3 +60/E2.1 +/54.2 +/54.2 +/54.2 FOR GLASS TYPES: TABLE 8: t'•a�ar"d:!+=T=:.LSiISv13 2) 7/16" LAMI (3/16 AN - .090" SG 3/16 AN) °aa tg3y.pwa thUvFdmd.4 de "SG"=SENTRYGLAS"BY KURARAY AMERICA, INC. p9=c<NO / �'-I.�►•d Oat --} WINDOW .ut.�,xi uk c r..ky1�t HEIGHT WINDOW U WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR W LOCATIONS AND QUANTITIES. d ti H o �V W Z o TABLE 9 0 J J_ LL >> O Q O w WW N 00 � W O N 00 H p �Z & O o O Cn Z (n O °- W Z =� O O o0 a FRAME O m' O a U) U \ U 10" MAX. ASSEMBLY p W TUBE � o` 0 0 i= U cn TABLE 10: co WINDOW o N HEIGHT WINDOW FRAME > "� tO S a HEIGHT ASSEMBLY o o o W a s TUBE WWNOTOH �- ANCHOR AL L E o i a 10"MAX. U IozO (4), IF REQ. w z o 0 ~ V SEE SHEETS 1 & 4 FOR WINDOW ANCHOR o < x ADDITIONAL z LOCATIONS AND QUANTITIES. SEE SHEET o (4), IF REQ. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY WINDOW TUBE. \\���y\Nil N.� LYN/�/,f1j7��ii WIDTH ` Q •......... M/ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR � yfCENSF LOCATIONS AND QUANTITIES. SEE SHEET No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ISA%T701 ^°y TUBE. •••.`Q F C(7\ for T •'..•.'c(ORIOP NOTES: ///�SS��NAL E\ `\' 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. / A. LVIJIJI iLLER`P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 Design Pressure (psf) for Single Windows, All Anchor GrCL o ups Window Width under 23" 25-15l16 27-3/4 30" 33-1/2" 35" 37" under 23" +g0/-130+90/-130 +g0/-130 +g0/-130 +g0/-130 +90/-130 25-15l16 +90/-130 +g0/-130 +90/-130 +90/-130 +90/-130 +g0/-13038-3/8" +90/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 48" p +90/-130 +90/-130 +g0/-130 +g0/-130 +90/-130 +g0/-130 50.5/8" +g0/-130 +90/-130 +90/-130 +g0/-130 +90/-130 +90l-13060" +g0/-130 +90/-130 +g0/-130 +g0/-130 +g0l-130+90/-13063" +g0/-130 +90/-130 +g0/-130 0 0/-129.672"+90/-130 +90/-130 +90/-130 +90/-130 2+90/-129.1 g+90/-130 0/-113.876"+g0/-130 4.10/-107.8 84" +90/-130 +90/-130 +90/-130 +g0/-130 6.4 Design Pressure (psf) for Windows Attached to a VerEl tical Frame Assembly Tube Window Width under 23" 25-15116" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor G Design Pressure (psf) for Windows Attached to a Ho za,z FOR GLASS TYPES: TABLE 11: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) FbWida 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) `"d !-v4wtl,i� 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) E",,iyawnDaez "SG"= SENTRYGLASPBY KURARAY AMERICA, INC. t , - ale e .L�d��eE Ccua V �U WINDOW ffffft HEIGHT � J W � WINDOW J W WIDTH ¢ } � z Q SEE SHEETS 1 & 4 FOR i- 06 m ci WINDOW ANCHOR 0 C7 .0 0 LOCATIONS AND QUANTITIES. W Z o Ffff TABLE 12' Q � J J LL O m W W CN W > U) 00 O 6H v Z CD 00 (n Z (n (n (n d Z o O O Z w _ti T 2 m r m (n U) o C9 W 0 Q FRAME O m 0 aFn CO\ O ASSEMBLY 0 3 1O W v Q 10" MAX. -►- TUBE - 0 ~ V TABLE 13' >_ ,n m WINDOW ® o w HEIGHT a o z > w WINDOW FRAME r n - HEIGHT ASSEMBLY o o iz a TUBE WINDOW ADDITIONAL �z w y E2 �= Q 1y Jj WIDTH I-F ANCHOR d z 10" MAX. (4), IF REQ. w o J o >a Una SEE SHEETS 1 & 4 FOR WINDOW ANCHOR O ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS U (4), IF REQ. REQUIRED FOR THE FRAME ASSEMBLY TUBE. \\71 /A7.j7 WINDOW SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Q?• '.,13 LOCATIONS AND QUANTITIES. SEE SHEET _ * No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY - 0 (✓t TUBE. �% CJ E O� . S TE !(7� NOTES: S ONAL 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYIG I� dlziR 7P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (pst) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 3T' under 23" +g0/-130 +g01-130 +g0/-130 +g0l-130 +g0/-130 +g0/-730 +g0/-130 25-15/16" +g0/-130 +g01-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0l-130 3g-318" +g0/-t 30 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +90/-130 +g0/-130 m 48" +90/-t 30 +gD/-130 +g0/-730 +g0/-130 +90/-130 +gD1-130 +g0/-130 = 50-5/8" +g0/-130 +g0/-730 +g0/-130 +g0/-t 30 +90/-130 +g0/-130 +g0(-130 60" +g0/-130 +g0/-130 +gp/-130 +g0/-130 +g0/-i30 +g0/-t30 +90/-130 63" +90/-130 +g0l-t 30 +g0/-130 +90/-130 +g0/-130 +g0/-130 +g0/-130 72" +90/-130 +90/-130 +90/-130 +g01-130 +90/-130 +g0/-130 +90/-130 76" +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 gq" +g0/-130 +g0/-130 +g0/-130 +90/-130 +g0/-130 Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16 27-314" 30" 33-112" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C8D A B C&D A B C D A B C D A B C D A B C D under 23" +701-90 +70150 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70l-90 +70I�0 +701-90 +70/-90 � zs-tslts" +7D/-90 +7o/-so +7o/ao +7o/-so +7o1-sD +7o!-so +7o/-so +7o/-so +7o/-so +7o/-so +7o!-so +7o/-90 +7o/-so +7o!-so +7o/-so +7o/-so +7o/ao +7o/-so +7o/-so +7aao +7o/-so +7o/-so +7o/ao +70/-90 +7o/-so +7o/-so - 38�3/8" +70/-9D +70/-76.4 +70/50 +7W-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-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 +70/-90 x q8" +70/-76.2 +/$1.1 +70/-73.1 +70/-90 +70/-84.4 +701-90 +70/-90 +70/-78.9 +70/-90 +70/-90 +70/-73 +70/-90 +70lSO +701-90 +70l-78.5 +70/-90 +701-90 +70/-90 +70/-75.1 +701-90 +70/-90 +70/-90 +701-82.9 +70/-90 +70/-90 +70/-90 50-518" +70/-72.3 +/-57.9 +/-69.3 +70l-90 +70/-80.1 +70/-90 +70/-90 +701-74.8 +70/-90 +70/-90 +l-69.2 +70/-88.7 +7W5p +70I30 +701-74.4 +70/-90 +70/-g0 +701-90 +701-71.2 +70/-90 +70/-90 +70/-90 +70/-78.6 +701-89.9 +70/-90 +70/-90 60" +/.18.9 +/-58.5 +701-90 +l-67.5 +701-86.6 +70/-90 +/-63.1 +70/-81 +70/50 +/-58.4 +70/-74.9 +70/-89.6 +70l-90 +/-62.8 +70/-83.9 +70/$0.3 +70/-90 +/-60.7 +70/-80.2 +70/-90 +70/-90 +/�6.3 +70/-75.9 +70/-90 +70/-90 63" +/-58.1 +/.46.5 +/-55.7 +70/-88.7 +/-64.3 +701-82.5 +70/-90 +/-60.1 +701-77.1 +70/-71.3 +70/-85.3 +701-90 +/-59.6 +70/-79.9 +70/-76.5 +/-57.2 +701-76.4 +70/-90 +70/-90 +/-63.1 +70/-72.3 +70/-86.5 +70/-90 Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-314" 30" 33-112" 35 37" Anchor Group Anchor Group Anchor Group Anchor Grffffff oup Anchor Group Anchor Group Anchor Group All All All All A B C8D A B C8D A B C8D under 23" +70l-90 +70/-90 +70/-90 +7p/-90 +70/-90 +70/-87.6 +70/-g0 +70l-90 +70/-g3.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-9D +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 z 48" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 i 50-5/8" +70/-90 +70/-90 +701-90 +70/-90 +70/-9D +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +7Dl-90 +70/-90 0 60" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 72" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 76" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 84" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 FOR GLASS TYPES: TABLE 14: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/81' AN) v z Florida Design Pressure (psf) for Single Windows, All Anchor Groups r de + fid "PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. �, c { ^� ,cs g +� 14o IQ' Window Wdth Expimmm under23" 25-15/16" 27-3/41• 30" 33-112" 35•' 37" _ under 23" +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 I2 t. S.TVni ask r-tzN w*...:�3�`i<rr% 25-15/16•' +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 rn 48" +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 = 50-5/8" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 U ,300 60" +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-88.6 +70/-84.6 HIEIGOOW 63 +70/-90 +70/�0 +701-90 +70/-90 +701-87.2 +70/-84 +70l-79.9 6n J 72 +701-90 +70/-90 +701-88.5 +70/-81.5 +60/-70 +60/-69.4 +60/-67.6 76" +70/-90 +701-90 +701-86.3 +701-76.7 +60/E7.2 +60/t>5.2 +60/-63.3 WINDOW J W 84" +70/-90 +70/-90 +701-81.3 +60/-70 +60/-61.8 WIDTH m d SEE SHEETS 1 & 4 FOR H ~ 06 °i U WINDOW ANCHOR 0 (7 0 LOCATIONS AND QUANTITIES. H Z o TABLE 15: Q r � Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube m Window Width" Q O under 23" 25-15/16" 27-31419 30" 33-1/2" 35" 37" m w W CO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group CV d Q A B C D A B C&D A B C&D A B C D A B C D A B C&D A B C&D U) under23"0+/-58.1 t+70/-76.4 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70l-90 +70/-90 +70/-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 +70/-90 +70/-90 00 LU 25-15/16" +70/-90 +70/-90 +70/-90 +70/-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 +701-90 +70/-90 +70/50 +70/-90 N °1 0 Z w m .� 38-3/8" +70/-90 +70/-90 +70/-84.5 +70/-90 +70/-90 +70/-79 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/51.8 +70/-90 +70l-90 +70/-90 +70/-78.3 +7D/-90 +70/-90 +70/-74 +70/-90 +70/-90 0° p o° O U) Z 48" +70/-73.1 +70/-90 +/-67.5 +70/-90 +70/-90 +/-63.1 +70/-90 +70/-90 +/-58.4 +70/-90 +70/-90 +70/-90 +/-65.4 +70/-83.9 +70/-90 +70/-90 +l4i2.6 +70/-90 +70/-90 +/-59.2 +70/-90 +70/-90W505/8" +/-69.3 +70/-90 +/-64 +70/90 +70/90 +/-59.9 +70/-90 +701-90 +/-55.4 +701-88.7 +701-90 +70/-90 +/-62 +70/-79.5 +701-90 +70l-90 +/-59.3 +70/-90 +70/-90 +/-56.1+70/-89.9 +70/-90 Y Y60" +/-58.5 +701-90 +/-54 +70/-86.6 +70/.90 +1-50.5 +70/-81 +70/-90 +/-46.7 +70/-74.9 +701-89.6 +70/-90 +/-52.3 +/-67.1 +701-80.3 +70/-90 +1-50.1 +701-80.2 +70/-88.6 +/-47,4 +70/-75.9 +70/-84.6 j j a Z � 63" +/-q6.5 +/-55.7 +701-88.7 +l-51.5 +70/-82.5 +70/-90 +/48.1 +70/-77.1 +70/-90 +/-44.5 +701-71.3 +701-85.3 +701-90 +149.8 +/-63.9 +70/-76.5 +70/-87.2 +/-47.7 +70/-76.4 +70/-84 +/-45.1 +70/-72.3 +70/-79.9 O O Z W T m (n � (n cc LLJ Q FRAME a O m O a (n U) \ C) ASSEMBLY o; Q 10" MAX. -►� TUBES o W .P 00 iz TABLE 16: WINDOW > Design Pressure (pst) for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® o N o o ow Window Width WINDOW FRAME j > n coo o rc s under 23" 2515/i6" 27-3/4" 30" 33-1/2" 35" 3T' HEIGHT ASSEMBLY J O ®w w Anchor Anchor Anchor Anchor TUBE WINDOW ADDITIONAL O arc Group Group Group Group Anchor Group Anchor Group Anchor Group �-I ANCHOR z w a " Q WIDTH All All All All A B C&D A B C&D A 8 C&D (4), IF REQ. 10" MAX, w z o 0 under 23" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +70/-90 +701-79.2 +701-90 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR ~ > ° u < 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-87.6 +70/-90 +70/-90 ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET z w ANCHOR 3 FOR ANY ADDITIONAL ANCHORS U 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/478.8 +70/-90 +70/-90 (4), IF REQ. REQUIRED FOR THE FRAME ASSEMBLY ---+70/-D +7010 ++70/-90 70/90 9+701-90 111 1 1 I I 11 / 48++70/90 +70/90 +70/90 77+TUBE. 50-5/8 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +701-90 +701-90 +70/-89.8 +70/-90 +70/-90 WINDOW �`� co NNM 77i1 60•' +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.6 +70/-B8.6 +70/-88.6 +70/-84.6 +70/-84.6 +70/A4.6 WIDTH �\ •'• •'•% 63" +70/-90 +701-90 +701-90 +70/-90 +701-87.2 +70/-87.2 +70/-BZ2 +70/-84 +70/-84 +70/-84 +70/-79.9 +701-79.9 +70/-79.9 �1GENSF 1Nc ' SEE SHEETS 1 & 4 FOR WINDOW ANCHOR 72" +70/-90 +701-90 +70/-88.5 +70/-81.5 +601-70 +60/-70 +601-70 +60/69.4 +60/-69.4 +60/-69.4 +60/-67.6 +60/-67.6 +60' 6 • � ' 76" +70/-90 +70/-90 NO/-86.3 +70/-76.7 +60/87.2 +60/-67.2 +601-67.2 +60/85.2 +60/-65.2 +601-65.2 +60/E3.3 +60/-63.3 +60/£3.3 LOCATIONS AND QUANTITIES. SEE SHEET NO. 58705 84" +70/-90 +70/-90 +70/-8t.3 +60/-70 +60/-61.8 +60/-618 +fi0/-61.8 3 FOR ANY ADDITIONAL ANCHORS _ * : C REQUIRED FOR THE FRAME ASSEMBLY TUBE. 'ji ' Q S AT F 8/0NAL NOTES: //1111110 0 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. Lv N . . P.E.# 58705 FOR GLASS TYPES: TABLE 17: 6) 7/8" LAMI. IG: (3/16" AN - 114" AIR - 3/16" AN - .090" SG - 3/16" AN) r 1 s a 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 4 D/?-t��e •94 1 "SG"= SENTRYGLASR BY KU RARAY AMERICA, INC. .�urx 43sus-, F�o3ticr%.`ua �U WINDOW HEIGHT W J W WINDOW J W WIDTH Q z Q SEE SHEETS 1 & 4 FOR 06 a ci WINDOW ANCHOR LOCATIONS AND QUANTITIES. W Z � o` TABLE 18: < r J (� LL �� F �0 LU W O r N LU 0 �H Ln W O N O W' N Z m °C:) o°O U) Z O d Z � O O Z W U) U) o U_r W Q a0 m0 a(n � \U FRAME > o W "' Q°�' 10" MAX. ASSEMBLY TUBE TABLE 19: u> m WINDOW HEIGHT S a WINDOW FRAME o ®w y HEIGHT ASSEMBLY =wro o TUBE _ WINDOW - ADDITIONAL s U_ z Q -'-I WIDTH I- ANCHOR z o o 10" MAX. (4), IF REQ. ~ a a o . SEE SHEETS 1 & 4 FOR WINDOW ANCHOR z w ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS (4), IF REQ. REQUIRED FOR THE FRAME ASSEMBLY ��� O .`� ,....... TUBE. \ WINDOW �IGEN,pF'•, -�'1 WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR _ No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET = 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •• CJ 6 J -^7p- TUBE. ;0, STAT 'F .(V�\ S .. \\ NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LVNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pre ssure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4 30" 33-1 /2" 35" 37" under 23" +g0/-130 +90/-130 +g0/-130 +g0l-130 +g0/-130 +g0/-130 +g0/-130 25-15/16" +g0/-130 +g0/-130 +g0/-130 +g01-130 +90/-130 +g0/-130 +g0/-130 38-3/8" +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +90/-130 48" +g0/-130 +g0/-130 +g0/-130 +gD/-130 +g0/-130 +g0l-130 +g0/-130 = 50-5/8" +90/-130 +90/-130 +g0/-130 +g0/-130 +g0/-130 +gD/-130 +g01-130 60" +90/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +gD/-130 63" +90/-130 +90/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 +g0/-130 72" +g01-130 +g0/-130 +9D/-130 +g0/-124.6 +90/-115.7 76" +gp/-130 +90/-130 =+90/-130+90/.130 +90/-126.2 +90/-118.7 +90/-109.684"+90/-130 +90/-130 +90/-118.4 Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A B C D A B C&D A B C D under 23" +70/�0 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70l-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 0/-9025-15/16"+70/-90 +70/-90 +70/-90 +70/-90+70/-90+70/-90+701-90+101-90+70/90+70/-90+70/90+70190 +70/-90 +70/-90 +70/50 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 01-9038-3/8+70/-90 +701-76.4+70/90 +70/-9070/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 0/-9048 +70/-76.2 +/-61.1 +70/-73.1 +701-90+70/-84.4 +70/-90 +701-90+70/-78.9 +70/-90 +701-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-78.5 +70/-90 +70/-90 +70/-90 +70/-75.1 +70/-90 +70/-90 +70/-82.9 +70/-90 M+701.90+701-90 0/-9050S/8" +70/-72.3 +/-57.9 +/�9.3 +70/-90+70/-80.1 +7D/90 +70/.90+70/-74.8 +70/-90 +701-90 +/-69.2 +70/-88.7 +70/-90 +70/-90+70/-74.4 +70/-9D +70/-90 +701-90 +70/-71.2 +70/-90 +701-90 +70/-76.6 +70/-89.9 0/-9060"+/$1 +1-48.9 +/-58.5+701-90 +/-67.5+70/-86.6 +70/-90 +1-63.1 +70/-81 +701-90 +/�8.4 +70/-74.9 +70/-89.6 +70/-90 +/-62.8 +70/�3.9 +70/-80.3 +701-90 +/-60.1 +70/-80.2 +70/-90 +/-66.3 +70/-75.9 01-9063465+/-55.7 +70/-88.7+/-64.3+70/�2.5+70/-90+/$0.1+70/-77.1+701-90+/-55.6+70/-71.3 +70/-85.3+70/50+/-59.8 +70/-79.9+70l-76.5+70/-90+/-57.2+70/-76.4+701-90 +/-63.1+70l-72.37W-90 Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width 5-15/16" 27314" 30" 33-1/2 35 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All A B C&D A 8 C8D A B C8D under 23" +701-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/30 +70/�3.8 +70/-90 +70150 +70/-79.2 +70/-90 25-15/16" +70/-90 W+70119 +70/-90 +J01-90 +70/-90 +701-90 +70/-90 +70/-90 +70l-90 +70/-90 +70Ib7.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-g0 +70/-90 +701-90 +70/-90 +70/-9D +70/30 +70/AO +70/30 +70/-90 +70/-90 +70/-90 r 48'• +70l-90+70/-9D+70/90+70/90+70/90+70/90+70/90+70/80+70/50 +70/-90+70/-90+70/-9050.5/8" +70l-90+70/-90 +701-90 +701-90+701-90 +70/-90 +70/90 +70/AO +701-90 +70/-90 +70/-90 +70/-9060" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +70/80 +70/80 +70/-90 +70/-90 +70/-90 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-9D +7D/-90 +70/SO +70/AO +70/-90 +70/-90 +70/90 72"+70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/80 +70/90 +70/-90 +70/-90 +70/-90 76" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +70l80 +70/-90 +70/-90 +70/-90 +70/-90 84" +70l-90 +70/-90 +70/50 +70/-90 +70/50 +70/-90 +701-90 �rUy11�11c Dwg. # Description Material 1 7002 Main Frame Head, Sill &Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. rItem 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam Sash CornerGasket Vinyl Foam 7070 Bulb Weatherstrip.187"x.275" Flex PVC 70 7024 Maxim Multi -Point Lock Steel 7026 Lock Support Plate Steel f7072 7014 Multi -Lock Keeper Steel 7013 Tie BarGuide Nylon 7015 Tie Bar Assembly 7028 Maxim Dyad Operator, WW<=2W' 7027 Maxim Dual Arm Operator, WW>24" 17 7030 Operator Gasket RVinF 18 7031 Operator Backing Plate 19 7051 Operator Spacer Block 20 7032 Stud Bracket 21 7033 Operator Track&Slider(DualArm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 7036 Lami Bead B 6063-T6 Alum. 7042 Lam! Bead C 6063-T6 Alum. r38 7059 Lami Bead D 6063-T6 Alum. 1224 Vinyl BulbWstp (Thick) Flex PVC 70 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 Dow 899 Silicon Backbedding 7006 Screen Frame 3105-H14 Alum. 7040 Screen Corner Key Polypropolene Screen Cloth Fiberglass r64 1635 Screen Spline EM. PVC 320 Screen Spring Stainless Steel 134 Add -on Flange 6063-T6 Alum. 7004 Frame Assy Tube 6063-T6Alum. 80 #8-32x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" Fl. Ph. SMS Stainless Steel 83 #8x 7/8" FI. Ph. SMS Stainless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 P?'•r LICENSE'•. ��� �� •tom _ * N0.58705 . Q TrF' (V` S dd G S/ONAL ItI1rc . A. LYNN MILLER, P.E. CORNERS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT, OF AUTH. #29296 CORNERS ised tiy: Uafe: Revision: JR 05/25/17 NO CHANGES THIS SHEET. used By: Dote: Revision: Descr;pGon: BOM AND CORNER VIEW J4kEkiel�iy �'634a p A4ian�1 esie hoduct G'ax.Ytrcii J ROSOWSKI series STRUCTURAL POLYISOBUTYLENE 1/4" NOM. WITH DESICCANT EXT. GLASS INT. GLASS 10o KODISPACE 4SG TIPS ALUMINUM 5/16" BUTYL & DESICCANT FOAM EXT. GLASS — INT. GLASS DURASEAL® 02 SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. -MELT BUTYL 3/16" NOM. INT. GLASS SUPER 101 SPACER®NXTTM POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS XL EDGETM osSPACER OM NOM. 2.919" .4391 2784" OFRAME HEAD, SILL & JAMB #7002, 6063-T6 �1LL==i 1.356" 1 441„ oss' j OANCHOR PLATE #7071 , 6063-T6 1 __N 11.124" .434" 125" _ .062" 2.701" NOM. 062" 1.159" 2.139" .093" OSASH TOP, 71 FRAME BOTTOM & SIDE ASSEMBLY TUBE #7003,6063-T6 #700456063-T6 2.203" .040" � 1.000" .423" -y- 1 093" FIXED .093" 60 SCREEN FRAME 70 ADDONFLANGE #7006, 3105-H14 #134, 6063-T6 -SILICONE SEAL " �IOL 050" _f .050 .865" .865" /� 35 BEAD B 36 BEAD C INT. GLASS #70369 6063-T6 #7042, 6063-T6 Part # Description Material 100 Kommerling 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer KCYCKCIVI:C ICJI KCYVKI J: I'IL-6l I19 6�00 dODIU .172" .870" .050" .569" 37 BEAD D #7059, 6063-T6 \\111IIII/� NSp �pN.......... Mid NN�o. 587jpp05 * = QS TE OF !(74� / 'SS/DNAL IaN \ I11111\\\\ A. LYNN MILLER, P.E. N. VENICE, EL 34275 (941) 480-1600 COPYRIGHT ©201� PGT INDUSTRIES, INC. ALL RIGHTS RESERVED =RT. OF AUTH. #29296 i'?tODUCT F:D-1i'?e�5 RS CJR;ptiyil;g :4'3Lhk �3C �15?iiPra Iiuvidin9 eoae Acneptavice Ir4 17-b�14 14• Ezy ieaarc .;7ateW Revised By: Dote: Revision: J R 05/25/17 NO CHANGES THIS SHEET. h•liasni ads t Revised By: Date: Revision Descript EX ion: Drown By: RUSIONS & SPACERS J ROSOWSKI Dote CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: CA-740 I NTS 11 OF 11 1 MD-CA740-LM I C