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HomeMy WebLinkAboutNOA CA-740FM IAM 1-DADE I MIAMI-DADE COUNTY 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 w.miamidade.¢ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In MiamiDadeCounty) 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 "CA440F Fixed Casement" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details - LM", 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is 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# 16-0629.22 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. H49EL1 NOA No. 17-0614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.12-1218.11) 2. Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details — LM", 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'E' 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.22) 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 CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stb Edition (2014), and with 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 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Man , P.E. Product Con rol E2614,15 miner NOA Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.C1 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 511 Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial 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. I6-0629.22) G. OTHERS 1. Notice of Acceptance No. 16-0629.22, issued to PGT Industries, Inc. for their Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. approved on 08/11/16 and expiring on 04/11/181 Manuel P rez P.E. Product Control xajfiiner NOA No. 1 4614,15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW )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-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-7063, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CODES/ STANDARDS USED: 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 6-10 MISSILE IMPACT RESISTANCE 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) 4" MAX --►{ r—► B, SEE SHEET 2 I 19" O.C. MAX. IF JAMB IS OVER 60". I i, r—. __---._I_._---- � I A A, SEE 6911 SHEET 2 SIB LE I, LIGHT HEIGHT (DLO) � I 23" O.C. MAX. IF JAMB IS 60" OR LESS. 4" MAX. 23" O.C. MAX. IF LAB 19" O.C. MAX. IF HEAD 01 x HEAD OR SILL IS 60" OR LESS. IS OVER 6011 . TYR ELEVATION OF FIXED CASEMENT WINDOW TARI F 1 76" HEIGHT Glass Types 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) 4" MAX --►{ r—► B, SEE SHEET 2 I 19" O.C. MAX. IF JAMB IS OVER 60". I i, r—. __---._I_._---- � I A A, SEE 6911 SHEET 2 SIB LE I, LIGHT HEIGHT (DLO) � I 23" O.C. MAX. IF JAMB IS 60" OR LESS. 4" MAX. 23" O.C. MAX. IF LAB 19" O.C. MAX. IF HEAD 01 x HEAD OR SILL IS 60" OR LESS. IS OVER 6011 . TYR ELEVATION OF FIXED CASEMENT WINDOW TARI F 1 76" HEIGHT Glass Types Sheet # 1 5/16" Lami (1/8 An -.090" PVB - 1/8 An) 6 2 7/16" Lami (3/16 An -.090" SG - 3/16 An) 8 3 7/16" Lami (3/16 HS -.090" SG - 3/16 HS) 9 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An -.090" PVB - 118" An 10 5 7/8" Lami. IG (1/8" T - 7116" Air - 1/8" An -.090" PVB -1/8" An 7 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An -.090" SG - 3/1AAn8 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" HS -.090" SG - 3/ 9 7/8" Lami. IG (3/16" T- 1/4" Air- 3/16" An -.090"SG -3/168 7/8LamIG (3/16" T - 1/4" Air - 3/16" HS - .090" SG - 3/169 "PVB"= TROSIFOLv PVB INTERLAYER BY KURARAY AMERICA, INC. "SG"= SENTRYGLAeINTERLAYER BY KURARAY AME,fjIG1q,clEN GENERAL NOTES .............................1 ELEVATION ....................................... 1 o80 • SE ••FRD.'�� ZNL 111\ " . LNILR.. AMINATED GLASS STACK L 1/8" ANNEALED GLASS EXTERIOR a .090"TROSIFO PVB BY KURARAY AMERICA, INC. t/8" ANNEALED GLASS 11/16" GLASS GLASS TYPE 1 NOM. GLASS STACK 5116" LAMINATED GLASS STACK 1/8" ANNEALED cLAss LAMINATED GLASS STACK 3/t6"ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR a .090" SG®BY KURARAY AMERICA, INC. ANNEALED OR GLASS 11/16" GLASS GLASS TYPES 2 & 3 7/8" NOM. GLASS STACK �f 7/16"LAMINATED — GLASS STACK 3116" ANNEALED OR 7/16"AIRSPAC ® 1/4"AIRSPACES .090" TROSIFOL 7/8 "ANNEALED OR PVB BY KURARAY 3116" ANNEALED TEMPERED GLASS AMERICA, INC. GLASS 1/811 38 GLASS EXTERIOR 3g EXTERIOR � EXTERIOR a _ 11/16" GLASS a HEAT -STRENGTHENED GLASS SG ®BY KURARAY AMERICA, INC. ANNEALED OR HEATSTRENGTHENED GLASS 11/LASS GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7/8" NOM. GLASS STACK GLASS LAMINATED GLASS STACK AIRSPACE HEAT -STRENGTHENED ANNEALED EN HEATSTRENGTHE(N�ED GLASS 3/16" TEMPERED .090" DUPONT SG BY GLASS KURARAY AMERICA, INC. 39 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR a_ 1111/LASS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 'RIGHT 02017 PGTINDUST IES,INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 //�� � r�R0;3UCT REt7[Ss 50 �, aam�iYanB v,.eLa, a�„ �tias; 32 taRceda�;� fotiqie" 11. 4,IlwB0e evU •' GLASS TYPES 8 & 9 wised By: Date: Revision B: a' JR 05/25/17 UPDATED ANCHORAGE @at�sd PER FBC 2017, t .vised By: Date: Revision A: Description: GENERAL NOTES &ELEVATION J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: CA-740 I NTS 1 1 OF 11 1 MD-CA740E-LM I C INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 INSTALLATION EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS DIRECTLY EMBEDMENT INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENTAND \ EDGE DISTANCE PER SUBSTRATE, \ SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE t EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS 6H33�72�a11� 0 1 /4" MAX SHIM BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET 4 s�VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A NOTES: INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF- DRILLING SMS, SEE TABLE 35 SHEET 4. 4f� EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. � NOTES: 1) WHEN INSTALLING VISIBLE LIGHT FORMULAS WINDOW COMBINATION UNITS, WIDTH: WINDOW WIDTH - 7 1) USE ONLY SUBSTRATE -APPROPRIATE HEIGHT VISIBLE y / ADDITIONAL INSTALLATION HEIGHT: WINDOW HEIGHT-7 LIGHT ANCHORS LISTED ON TABLE 3, SHEET 4. JJJ___ / ANCHORS MAY NEED TO BE FOLLOW EMBEDMENT AND EDGE 10" MAX INSTALLED THROUGH THE HEIGHT DISTANCE LIMITS. ANY INSTALLATION (DLO) BUCK OPTION SHOWN MAY BE USED ON ANY WINDOW FRAMES AT 10" MAX. EXTERIOR HEIGHT SIDE OF THE WINDOW. FROM EACH SIDE OF THE FRAME RIOR / ASSEMBLY TUBE CENTERLINE. a2) ALL WOOD BUCKS LESS THAN 1-112" SEE TABLE BELOW: THICK ARE TO BE CONSIDERED 1X j Additional Anchors Required on each INSTALLATIONS. 1X WOOD BUCKS ARE 10 MAX' �I �— I Side of the Frame Assembly Tube (FAT) OPTIONAL. UNIT MAY BE INSTALLED I Window Anchor Type DIRECTLY TO SUBSTRATE. WOOD BUCKS L-- SEE DETAIL A2, BELOW Width A B, C & D DEPICTED AS 2X ARE 1-1/2" THICK OR y 17" -25.9" 1 0 GREATER. 1X AND 2X BUCKS (WHEN USED) > SHALL BE DESIGNED TO PROPERLY 26 + 1 1 TRANSFER LOADS TO THE STRUCTURE. _ t- Window Anchor Type 38 39 WOOD BUCK DESIGN AND INSTALLATION LL Height A B, C & D OR ARCHITEIS THE CT OF LITY OF THE RECORD. MAXIMUM IEERIII = 1726'+ 1 0 �\ SHIM THICKNESS TO BE 1/411 . l I I 1X WOOD i1�i BUCKSTRIP, SEE NOTE 2, DET, A' 11/ \t 11111111 1.11vry" EN1 � '� •• L\GgF ' �( ' * No.58705 dF /S/0NA� x? ` A. LYNN MILLER, P.E. JR ate: Revision B: 05/25/17 NO CHANGES THIS SHEET Revision A: Description: GENERAL NOTES &ELEVATION Drawn 13y: J ROSOWSKI 107o TECHNOLOGY DRIVE Title: Date N. VENICE, FL 34275 (sal>aao-lsoo FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 'RIGHT©2017 PGTINDUSTRIES,ING. SeneslModel: Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED CERT. OF AUTH.#29296 CA-740 NTS 2 OF 11 MD-CA740E-LM C FIXED CASEMENT WINDOW HEIGHT WINDOW WIDTH I� 740 SERIES FIXED EXTERIOR CASEMENT n WINDOW 75 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 6-10, 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. REQUIRED" 5) USING THE TABLES LABELED "WINDOW ANCH ORS RE Q (TABLES 2A & 26, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) FIGURE 1: C C 740I 740 SERIES FRAME SERIES FIXED ASSEMBLY CASEMENT CASEMENT TUBE WINDOW* WINDOW I AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 10", SEE NOTE 75 THIS SHEET \ *SEE PRODUCT'S NOA FOR INSTALLATION SPECS MIN. #12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES � FRAME � FIXED EXTERIOR ASSEMBLY CASEMENT �L, TUBE WINDOW ��// HORIZONTAL SECTION C-C FOR EACH WINDOW IN A COMBINED ASSEMBLY: MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTEF G 740 SERIES AWNING WINDOW* �D FRAME �� ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW* FRAME � ASSEMBLY �E TUBE 740 SERIES \ FIXED CASEMENT WINDOW VERTICAL SECTION D-D 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.LID Cr 4) FRAME ASSEMBLY TUBE TO BE 30 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN WNING CASEMENT DETAILS, WITH MIN. #12 X 1" SHEET IINDOW* WINDOW* METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME ASSEMBLY ASSEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62" IN LENGTH (AS USED MIN. # 12 X IN A 63" FLANGED WINDOW) OR BE 1" SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. 30 SERIES INSTALLATION ASEMENT HOLES 6) THE FRAME ASSEMBLY TUBE IS IINDOW" NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS WINDOW MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE VERTICAL SECTION E-E FRAME ASSEMBLY TUBE CENTERLINE. 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 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A FRAMEASSEMBLY TUBE" . THIS MUST BE DONE FOF 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 "WINDOWANCHORS REQUIRED" (TABLES 2A & 2B, SHEETS 4 & 5). 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 17" - 25.9" 1 0 > 26"+ 1 1 t- Window Anchor Type LL Height A B, C & D 17" - 25.9" 1 0 = 26"+ 1 1 �U 75 m � LL Q J_ 3 Q � Q w Q w O (h r N 00 Z LID o ~ H oo F- ° Z 0 0 m Z w w 5 Q Q O O .. W O mO aQ Qw U 3 y v x - o LL LL ® Q�o o O rio � Q Z U d =Z s� O w W rn ®� >—�a h w o Z _ U LYNN21i No. 58705 ��Q�• ST 7, •(L�� 10NAL ENG``• IIIII11111111` A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2A: p3v)Uuiffr a3.£" gSEG Window Anchors Required (37" and Less on Short Side Dimension) ascct.poingwith too 1;Wds ikitasa 4 h & Short Side ,i:�,:cFtee,ec 74ra ti'• Anchor Type under 23" 25-15/16" 27-3/4 29' 31-1/2" 33-1/2" 34" 37" t- '' t e 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 A B C D under 23" Long Side 2 2 2 2 ti an ade Prodc�ctC Short Side 2 2 2 2 25-15/i6" Long Side 3 2 2 2 3 2 2 2 Short Side 2 2 2 2 3 2 2 2 Long Side 4 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 35" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 V 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON 37„ Long Side 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 5 4 3 3 5 4 3 3 SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 J 44" Long Side 6 4 3 3 6 4 3 3 6 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE (n LI Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. J 44 1/4" Long Side 6 4 3 3 6 4 4 3 7 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 3) TABLE DIMENSIONS MAY J 53 1/8" Lon Side 7 5 4 3 8 5 4 3 8 5 5 3 8 5 5 3 9 6 5 3 9 6 5 3 9 6 5 3 10 6 5 3 BE ORIENTED VERTICALLY ' c Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 OR HORIZONTALLY SHORT LONGIn mmmmmmm, �! Long Side 8 5 4 4 9 6 5 4 9 6 5 4 10 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 11 7 6 4 AS SHOWN: SIDE SIDE Q o Q 58 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 W Q o` H 63" Long Side 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 12 7 6 4 12 7 6 4 12 8 7 4 LONG SHORT _ d Q r � f Short Side 2 2 2 2 3 2 2 2 3 2 2 2 01"4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 —�I SIDE Imo— Q Q Long Side 10 6 5 5 10 7 6 5 11 7 6 5 11 7 6 5 12 8 6 5 12 8 7 5 13 8 7 5 13 8 7 5 SAMPLE CONFIGURATIONS: '� H L.L m 66-13/16" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Z 0 67-1/2" Long Side 10 6 5 5 11 7 6 5 11 7 6 5 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 13 9 7 5 Q Q Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 68" Long Side 10 6 5 5 11 7 6 5 11 7 6 5 12 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 7 5 X X X O to W 0 Z U) Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Q �j N O {- 70" Long Side 10 6 6 5 11 7 6 5 12 7 6 5 12 8 6 5 13 8 7 5 13 8 7 5 13 9 7 5 14 9 8 5 v W Z a z Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 X 1) 0 0 0 0 Q Z Long Side 10 7 6 5 11 7 6 5 12 8 7 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 7 5 15 9 8 5 OPERABLE W W 72 ShortSide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 X O O D_ mmmmmmmm InInInnnnn(X) Y Y >- W Long Side 11 7 6 5 12 8 6 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 10 8 5 WINDOWS 74" Short Side 2 2mmmmmmmm 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 X O MAY BE CO 76" Long Side 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 8 5 15 9 8 5 15 9 8 5 16 10 8 5 CASEMENT U Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 mmmmmm,5 3 3 3 5 mmm,ftnwa4 3 3 WINDOWS 0 0 ..� �„ Lon Side 12 8 7 5 14 9Innitit"In 7 5 14 9 8 5 15 9 8 5 16 10 8 6 17 11 9 6 17 11 9 6 18 11 10 6 X O X X X OR m' V% = Q Q Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 AWNING a m 6, W N U Long Side 17 N 9 7 19 12 10 7 20 13 11 7 21 13 11 7 23 14 12 8 24 153nn 13 8 24 15 13 8 26 16 14 9 WINDOWS o „ Z >< 114" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 SA THE —0 g o Q LL Long Side 21 13 11 8 23 14 12 8 24 15 13 8 25 16 13 9 27 17 14 9 29 18 15 10 29 18 15 10 SAME 134 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3mmmmmmm, 3 MMMMMMM,5 3 3 3 5 3 3 3 0o O aO O SERIES. re w Long Side 22 14 12 9 25 16 13 9 26 17 14 9 28 17 15 9 29 19 16 10 P�� ��'� pV�' `X� ® R ,(, - N 145 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 m WWII TABLE 3: TABLE 3: cont. P v P J O w d Min. Min. Anchor Min. Min. Min Anchor 0 U y a Min. Group Anchor Substrate Edge O.C. Embedment Plate Group Anchor Substrate Edge O.C. Embedment Plate z s E O Distance Distance Required? Distance Distance Required? F > � ®� S. Pine 5/8" 1" 1-3/8" No S. Pine 5/8" 1" 1-3/8" Yes o z v 6063-T5 Alum. 3/8" 5/8" .063" No #12, steel SMS (GS) 6063-T5 Alum. 3/8" 5/8" .0713" Yes 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE a U #12, steel SMS (GS) THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP A36 Steel 318" 5/8" '050" No or#12, 410 SS SMS AW Steel 3/8" 5/8" .050" Yes OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. A653 Stud, Gr. 33 3l8" 5/8" .045", 20 Ga. No A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes t t I 1 1 A S. Pine 5/8" 1" 1-3/8" No S. Pine 5/8" 1" 1-3/8" Yes 2) ANCHOR MUST EXTEND A MIN. OF 3 THREADS BEYOND ANY METAL ���ANY LYNty ���� , see () -T5 Alum. " .0713" Yes SUBSTRATE. • •'" �� #14, steel SMS (GS) 6063-T5 Alum. 3/8" 5/8" .063" No #14tl SMS G56063 3/85/8" �� �,\GENSF' •.1�� or #14, 410 SS SMS A36 Steel 3/8" 5/8" .050" Na or#14, 410 SS SMS A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8" 5/8° A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes 3 ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. .045", 20 Ga. No ) 2.851k Concrete 2-112" 4" 1-3/8" No D 2.85k Concrete 1" 4" 1-3/4" Yes �- 58705 B i/4" steel Ultrecon Hollow Block 1" 6" 1-1/4" No 2.85k Concrete 2-1/2" 4" 1-3/8" Yes - * ' 1/4" steel Ultracon Matedal Min. Fy Min. F. Hollow Block 2-1/2" 5" 1-1/4" No Hollow Block 2-1/2" 5" t-t/4" Yes 1/4" steel Ultrecon Hollow Block 1" 6" 1-114" Yes Filled Block 2-1/2" 4" 1-3/4" Yes Steel Screw 92 ksi 120 ksi ipO �F C 1/4" 410 SS 3.35k Concrete 1" 5" 1-3/4" No 3.35k Concrete 1" 6" 1-3/4" Yes 410 Screw 90 ksi 110 ksi 1/4" 410 SS 3.35k Concrete 2-1/2" 6" 1" Yes Elco UltraCon® 155 ksi 177 ksi T�'., ,� CreteFlex Hallow Block 2-1/2" 5" 1-1/4" No CreteFlex 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi •. �ORIDp`. \�n Hollow Block 2-112" 6" 1-1/4" Yes ii�lss ����� 3.5k Concrete 1-1/4" 5" 1-3/4" No 6063-T5 Aluminum 16 ksi 22 ksi /i?/ �QNA` \\\� 5/16" steel Ultrecon Hollow Block 3-1/8" 5" 1-114" No A36 Steel 36 ksi 58 ksi J / 1 1 11 1 t \ \ Filled Block 2-1/2" 5" 1-3/4" Na Gr. 33 Steel Stud 33 ksi 45 ksi A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2B: Window Anchors Required (Over 37" on Short Side Dimension) Wc,nse Rut, do8 ecaa )�'•)Anchor Short Side A.ece1➢atl �SeYj1p Type 40" 44"46-1l4"53-1l8" 54"58""63" 67-112" ll"TA B C D A B C D A B C D A B C Dlllll A B C D A B C D A B C D A B C D A B C D �y under 23" Long Side PAlpesxi au'e txxiPtcB O` A6r Short Side Long Side 25-15116" Short Side 35" Long Side .. Short Side U Long Side 1) USE THIS TABLE FOR ALL WINDOWS PER 37 Short Side THE ELEVATIONS ON SHEET 1. DIMENSIONS 7 5 4 3 7 5 4 3 SHOWN ARE TIP -TO -TIP. J Long Side �' Short Side 6 4 3 3 7 5 4 3 2) FOR SIZES NOT SHOWN, ROUND UP TO W 44-1/4 Long Side 7 5 4 3 7 5 4 3 THE NEXT AVAILABLE SHORT OR LONG SIDE 0 Short Side 6 4 3 3 7 5 4 3 DIMENSION SHOWN ON THE TABLE. m Q z Q Long Side 10 6 5 4 10 7 6 4 90 7 6 4 11 7 6 4 53-1l8 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 3) TABLE DIMENSIONS MAY ORIENTED Q J �' Long Side 11 7 6 4 12 8 6 4 12 8 7 4 12 8 7 4 12 6 7 4 13 8 7 4 VERTICALLY OR HORIZONTALLY AS SHOWN: L o Q 58 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 11 7 6 4 13 8 7 4 LLI Q o a 63" Long Side 13 8 7 5 93 9 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 9 8 5 15 9 B 5 15 9 8 5 y J— c Q } W [o Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 19 7 6 4 13 8 7 4 13 9 7 5 15 9 8 5 Q P Long Side 94 9 7 5 15 9 8 5 15 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 96 10 8 5 16 10 8 5 95 10 8 5 SHORT LONG ELLL 5 66-13/16" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 7 4 93 8 7 5 14 9 8 5 16 10 8 6 SIDE SIDE Z 0 Q Long Side 14 9 B 5 15 9 8 5 15 10 8 5 16 10 8 6 16 10 8 6 16 90 8 6 16 10 8 6 16 10 8 6 16 90 8 6 Q v 67-1/2 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 90 7 6 4 11 7 6 4 12 8 7 4 93 8 7 5 14 9 7 5 16 90 8 6 LONG SHORT I� 0 Long Side 14 9 8 5 15 10 8 5 16 10 8 5 16 t0 4 6 16 10 9 6 16 i0 9 6 16 10 9 6 16 10 9 6 SIDE —► Q Z 68" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 7 6 4 91 7 6 4 12 8 6 4 93 B 7 4 14 9 7 5 t!7 (n Long Side 15 9 8 5 96 70 8 5 16 10 9 III10 6 96 10 9 6 96 10 9 6 16 10 9 6 96 10 9 6 96 90 9 6 N Z v H 70 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 90 7 6 4 90 7 6 4 12 7 6 4 92 8 7 4 13 9 7 5 ^' � CD Q Z o Z Long Side 95 10 8 5 16 90 9 6 97 11 9 6 97 11 9 6 17 19 9 6 17 11 9 6 17 11 9 6 17 11 9 6 ❑ ❑ W W 72" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 90 6 5 4 90 7 6 4 92 7 6 4 12 B 7 4 93 8 7 5 _ _ Long Side 16 10 9 6 17 tt 9 6 17 11 9 6 17 91 9 6 17 t9 9 6 17 19 9 6 17 11 9 6 Y } LLJ 74" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 6 5 4 10 7 6 4 91 7 6 4 12 8 6 4 fn (n i- U) O Long Side 16 10 9 6 17 91 9 6 18 11 9 6 18 91 9 6 18 11 9 6 98 19 9 6 18 19 9 6 Q 76 Shod Side 6 4 3 3 7 5 4 3 9 5 5 3 10 6 5 4 10 6 5 4 99 7 6 4 12 8 6 4 Q Q Q U Long Side 19 12 90 6 20 12 10 7 20 12 10 7 20 12 10 7 20 12 10 7 m'` U O7 __ 0 = 0 `� 64" 3 3 7 5 4 3 8 5 4 3 9 6 5 3 10 6 5 3 Q m Q a O W\ V Short Side 6 4 0 h O o N Z "' x 114 Long Side Z6 17 94 9 o ❑ Q LL Shod Side 6 4 3 3 W� ❑ EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED - LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED > - oN w III 10110M... 6mW t 4 I►- pow LL o _ � 4„ ,I 4„ � _Lj z 0 IL In 1, 2Z EIX O CASEMENT ANCHORS ( SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: w ®a F A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +701-90. A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF z U +70/-90 USING ANCHORS C OR D. o B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / 0 DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE I I I 10.6" / 10.6" DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX \�9 /7 LYNN� C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. ANCHOR. \�� �ONY D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. P��.•' 1.iGENs� •. ���� E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 61„ \ D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD &SILL. y¢ :' No. 58705 _ '•. /� JJ F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. TUBE SIDE OF THE AWNING (HEAD & SILL). 1 \ 1 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY �Q S TE bt ( (i•/ 1 1 F) PER RULES ON SHEET 2, INSTALL T vF if q" 4" TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). ,. •'• ���� i �s •••;°tORIDP26FF 13" 13" / ONAO l 11 " ULLER, 34 A.LYNN P.E. P.E.# 68705 FOR GLASS TYPES: PRODUCTREVISED a, cnma533inwith ft Fi $vn 1 5/16" LAMI (1/8 AN ,,,090'r PVB - 1/8 AN Du°8dit 8 4` t "PVB"� TROSIFOL R PVB INTERLAYER BY KURARAY AMERICA, INC. A-oep€xnoc i"t�' ,{ Ea1rit°a44am+�ate 5 g TABLE 4: By ite13ef31 Jecte ptcxlerc& Cuter' SHORT LONG .. SIDE SIDE pU LONG SHORT SIDE --� SIDE (n LL 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR J W LOCATIONS AND QUANTITIES. m O. J 1` 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY r �_U OR HORIZONTALLY AS SHOWN. 0 (D J_ 3 c0c LLJZ QFEES ❑ G TABLE 5' W J � � (D W W O O f` N Zz_ N W m a o Q z ❑ Z ❑ ❑ W W LLI `n o O O z U �� m fn U) o� Q 8Q �0 m0 .acn w So 3 „w vX _ 0In ® - FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE ° M o w �" O�� -w FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE O LL FRAME Z U n 1p" FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 w W v R o MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR F > ®a WINDOW ANCHOR Z _ w TUBE LOCATIONS AND TB" LOCATIONS AND o O WINDOW } QUANTITIES. SEE SHEET 0 QUANTITIES. SEE SHEET 10" MAX. 3 FOR ANY ADDITIONAL ° DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED "A^ ANCHORS REQUIRED FOR THE FRAME ���� y LYN FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. `�� �Q� ' • •"• ��V WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR \ ��. •'•UICENSF'•, -DIMENSION �- ANCHOR DIMENSION (4), IF REQ. „Bpl (4). IF REQ. ..A,. P' . , •.� _ * f No. 58705 1. %�OT•' ST TE' i.• ���� i is O' . •� \\� � f1 � ,// A/LYNNAI l ER, P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P. 58705 ❑ Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23" 25-i5/i6" 27�3/a" 33-1/2' 3T 44" 48-1/4" 531/8" 0/-90 0/-90 +70/-90 0/-90 +70/-90 +70/-9D +70/-90 +7a-90 o/-so +7a-sD +7a-so +7o/-sD wa-so +7a-so � m 70/-90 +70/-90 +70/-90 +70/-90 +7a�0 +70/-84.1 +70/-80.1 0/-90 +7a-90 +70/-90 +70/-907a-841+60/-70 +60/-70 70/-90 +70/a30 +70/-90 +70/-83.2 +7a-77 +6a-67.8 +60/-63.2 70/-90+70/-90 +70/-� +7a-76.5 +7a-70.1 +6aEi.3 70/-90 +70/-84.6+70/-757/-589 70/-90 +7aA0.4 +70/-71.3 +/-54.2 Design Pressure Pat) for Windows Attached to a Frame Assembly Tube mWindow Dimension "A" 25-15/18" 27-3/4" 331/2" 3T 44' 48-t/4" 531/8" 5B' 63' El Anchor Anchor Arwtpr Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Group Group Group All All A B C8D A B C8D A 8 C D A 8 C D A 8 C D A B C D A B C D +7a-90 +70/-79.2+70/JO +7a$3.1 +/-66.6 +70/-79.7 +70/-90 +7a-+++25-15'16" under 23" +7a-90+70/-90 +70/-90 +7aA7.6 FAh +70/-90 +7a-90 +7ab0 +70/-73.7+70/90 +70/-90+7a-90+/-67.1 +7a-90 +7a�D +7a-90 +/-61.1 +7a-90 +7a-90 +7a-90 +/-55.9+70/-89.6+70/-9D +7a-90 +/-51.5 +70/-82.5 +70/-90 +7a-903T +70/90+7aJ0+70/90+70/JO +70/-90+70/-90+7a50 +/.64.6 +7a-90 +7a-90 +70/-90 +/-58.8 +7a-90 +7a�0 +70/-90 +/-53.6 +7a-84.1 +70/$4.1 +70/-84.1 +/-09 +70/-77 +7a-77+7a-77+/-45.1+7a-70.1+70/-70.1+701-70.14a•+7a-sD+7a-so+7o/�5s+7o/ao+7a,io+7aso+7a-so+7aas+70/-87 +70/-90 +7a50 +70/$4.9 +7a-90 +7a-so+7o/-so+/_5sa+7a-7s.3+7o/E4.1 +7o/-aa.t+/-5a.1+7aa2.z+7a-75.7 as-75.7 +!-as.a+lss+s7/-67.b +6n-67.e+/-3zs+!-so.e+/.61.3 +/-6t.3 +7a-90 +7a-90 +/-69.3 +7a-79.3 +70/-84.1+70/64.1+/-831 +7a-72.3 +7aE0.1 +7a-BD.t +/-09.3 +/-65.8 +69.6/-71.6 +69.fi/-71.+/-05 +/-60.2 +/E3.2 +/-63.2 E48-i/4' +70/90+7a30 +7a-90 +70/-90 +70/50 S 531/8" +7a50 +70/-90 +70/-90 +70/-90 +70/-90 +7a-84.1 ;+70/-84.1+70/-841 +7a-84.1 +/E3.1 +70l-75.7 +70/-75.7 +7a-75.+/-57.5 +/-65.6 +69.a-71.6+69.a-71.+/52.3 +/-59.9 +/67.5 +/-87.558" +70/-90+70/50 +70/-90+7a$3.2+7a-932+7aA3.2 +70/-77 +7a-77 +/E5.9 +87/-67.8 +67/E7.8 +67/-67.8+/-52.6+/-63.2 +/-63.2+/E3.2 5+70/765+70/76.5 +7a-70.i +7a-70.1 +/6p.7 +/-61.3 +/$1.3+/13+/-SB.9 +/58.9 +/-55.6 +/-55.6 84" 11 +70/-90 +7ab0.4 +70/-71.3 +l.5a.2 +/54.2 +/yq,2 9013 FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) as euanplyrs with iha rb6 g "PVB"= TROSIFOLft PVB INTERLAYER BY KURARAY AMERICA, INC. Acc*p€anee lice. •� TABLE 6: F'P.ra5ac�ss i3a€e By Rniain Dade Product Car SHORT LONG SIDE SIDE �U LONG SHORT SIDE SIDE f��� J 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR W O LOCATIONS AND QUANTITIES. J W 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY m W J Q OR HORIZONTALLY AS SHOWN. < r V F- LU Z Q Q H a W TABLET (� LL O 0 rill d Z N o LU Fmm Z 0 0 U) Z W Y Y W Of W O O Z U o (7 �0 m0 acn W \U �' o „w vX w - m ® > - N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE o _W FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME Z U o 10" FRAME WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 O z m „ a o SEE SHEETS 1, 4& 5 FOR w w @ � rylgX. ASSEMBLY WINDOW ANCHOR DIMENSION 7U FOR WINDOW ANCHOR F Z < w TUBE LOCATIONS AND B41 LOCATIONS AND U QUANTITIES. SEE SHEET 70" MAX. QUANTITIES. SEE SHEET WINDOW 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED ^q^ ANCHORS REQUIRED \ y ONY LYNN FOR THE FRAME ADDITIONAL FOR THE FRAME \ , • • • WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. ��:,• LICENSE'-�C� i DIMENSION ANCHOR DIMENSION (4)7 IF REQ. •;�� "B" (4)5 IF REQ. "A" NO. 58705 ?o. F .'�; T . �S•••F<ORIDP•. S, CG �• / �ONAL Er1\`� A. LYNN MILLER, P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.# 58705 ❑ Design Pressure (psf) for Single Windows, All Anchor Groups Sho Design Pressure (pst) for Willows Attached to a Frame Assembly Tube IT] Window Dimension "A" under 23" 25-15/i6" 27-a4" 337/2" 3T 44" 48-7/4" 537/8" 58' 63' Anchor Anchor Anchor Anchor Croup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Group Group Group All All All 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" +70/-90 +70/-90 +7a-90 +7a30 +7a�7.6 +7a-90 +7a50 +70/-79.2 +70/EO +70/E3.1 +/$6.6 +7a-79.7 +7a-90 +70/-75.8 +/-60.7 +7a-72.7 +70/-90 +/E9 +/-55.3 +/-66.1 +70/b0 +/E3.1 +/-50.5 +/-60.5 +70/-90 +/-58.1 +/.}6.5 +/-55.7 +7a-88.7 m 25-75/16" +70/-90 +70/-90 +7a-90 +7a-90 +7a-90 +70/-90 +70/A7.6 +7a-90 +7a�0 +70/-73.7 +7aJ0 +7aJ0 +7a-90 +/67.1 +70/�0 +70/-90 +7a�90 +/-61.1 +7a-90 +7a-90 +7o/JO +/55.9 +70/-8.9.6 +7a-9D +70/-90 +/-51.5 +70/-82.5 +70/-� +70/-9D +7a-90 +70/JO +/E4.6 +70/�90 +7a50 +7a-90 +/-58.8 +70/50 +70/-90 +7a-90 +/-53.6 +70/-85.9 +70/-90 +7o/J0 +/-09 +7a-78.5 +7a-87.8 +7a-87.8 +/�15.1 +70/-72.3 +70/-79.9 +7a-79.9 3T +70/-90 +70/-9D +70/-90 +70/�84.9 +70/-90 +70/-90 +70/-76.8 q4• +70/-9D +7a-90 +7a-90 +7a85.6 +7a-90 +7a-90 +7aJ0 +7o/JO +70/JO +70/-76 +7a�7 +7a-90 +70/-90 +/fi5.3 +70/-79.3 +70/-90 +7a <JO 4ava" +7a-so +79/-so +7oi-so +7aao +7a-so +7a-so +7a$2.a +7aao +taco +/-6s.3 +7aao +7a-so +7o/-so +l-63.1 +70/-86.7 +7a-B6.5 +7aao � a 53v6" +7oi-so +7a-so +7aao +7a-so +7o/ao +7a-so +7a-85.7 +7aao +7a-so 5e• +7o/ao +7o/-so +7o/ao mass +70/-90 +7a-so +7o/$za +7a$7.a +7a-a7.e 63" +70/-90 +7a90 +7a-90 +7a-87.2 +7a$7.2 +7a-87.2 +7a-79.9 +70/-79.9 +7a-79.9 76' +70/-90 +70/-90 +7a�6.3 84' +70/JO +70/JO +70/�1.3 FOR GLASS TYPES: 2) 7/16°' LAMI. (3/16" AN - .090" SG - 3/16" AN 9-%t Fk6ts _4a�64 Os;rte 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) e t 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR at3/16" AN - .090" SG 3/16" AN) "1 ""It "SG"= SENTRYGLAS®INTERLAYER BY KURARAY AMERICA, INC. GE' TABLE & h✓.iami Dada rodact Cas@tr LONG SHORT SIDE o U SIDE J LONG SHORT W LL O SIDE �� SIDE /�� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR ¢ } J Q LOCATIONS AND QUANTITIES. ' z 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY Q J °i Q OR HORIZONTALLY AS SHOWN. o z Q ¢Q NQ W TABLE 9' "`o d LL r- 0 v 0 t` (� d Z `f' 00 W > (n Q O Q O Z 00 ° Z W W � a O 0 Z U m�(n �� o� Q 9Q �0 m0 af4 W \U �' o �' „ w v X � 6" o� LL w - o ® > - N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE O° W zw y = FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE N ~ FRAME z U a i LL 1p^ �I I.� FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 u w v rc O MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR BE WINDOW ANCHOR•g• LOCATIONS AND Z w LOCATIONS AND QUANTITIES. SEE SHEET WINDOW QUANTITIES. SEE SHEET 10" MAX. 3 FOR ANY ADDITIONAL o DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED 1 7 1 1 111 "A° ANCHORS REQUIRED FOR THE FRAME Y LYN FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. �� ��N•""ll, 1. X WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR \ ��:.•- OCENSF'•,C� i -DIMENSION ANCHOR DIMENSION (4), IF REQ. ,tB,. (4), IF REQ. ..A.. _ No. 58705 - MSTTIE i �s •'•'4ORIDP•to . S/ONAL 0\\\\ A. LYNN MILLER, P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.# 58705 ❑ Design Pressure (psf) for Single Windows, All Anchor Groups Sho Design Pressure (psf) for Windows Attached to a Frame Assembly Tube mWindow Dimension "A" under 23" 25-15'16" 21' 31-112" 34° 40" 54" 60" 63" B Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C& D A B C D A B C D A B C D A B C D under 23" +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-86.2 +70f-90 +70/-90 +70f-73.3 +70f-87.7 +701-90 +t-67J +f-54.3 +l-65 +70/-90 +t-61 +1�48.9 +t-58b +70/-90 +/-58.1 +1-46.5 +t-55.7 +701-88.7 m 25.1511G' +701-9D +70`-90 +70J-90 +70/-90 +701-90 +70f-90 +70'-90 +70l-90 +70/-90 +701-90 +70f-90 +70J-75.1 +70l-90 +701-90 +70t-90 +t-6Z5 +70/-86.6 +701-90 +70/-90 +1-643 +70/-825 +70'-90 +7p1-90 c 63" +701-90 +701-90 +701-90 +70/-90 +701-90 +70f-90 +70'-90 +70/-90 +70f-90 +70f-90 +70f-90 +/-68 +70l-742 +70/-83 +70'-89_i +1-61.2 +70/-71.3 +70/-74J +7(N-86.1 +/-53 +l-59.4 +70f-71.1 +70f-83.1 67-1f2" +70f-90 +7N-90 +70f-90 +707-90 +701-90 +70/-9D +70J-90 +70f-&5.6 +70f-90 +70l-90 +76t-90 +t-63.4 +70/-73.9 +701-77.4 +701-84.8 +f-57.1 +f-66.5 +J-69.7 +7W-BQ5 +f-54.4 +/-63.4 +t-6fi.4 +701-78.3 72" +707-90 +7W-90 +70/-90 +70/-90 +70l-90 +70f-90 +7m-90 +70l-87.6 +70f-90 +70t-90 +701-90 +154.9 +/_69.3 +70/-72.6 +70'-89.3 +f-SBA +1-62.4 +/-65.3 +7W-76.1 +f-51 +l-59.4 +t-fi2.2 +70l-73.8 E a 76" +70/-90 +7N-90 +70l-90 +701-90 +70I-90 +707-90 +70!-90 +7p/.83 +70f-90 +70t-90 +701-90 +1515 +70l-73.9 +701-78 +70f-78 +t-55.3 +f59.1 +/-619 +70'-72.5 84" +701-90 +70/-90 +70t-90 +70/-90 +701-90 +701-9D +7W-90 +701-81.3 +701E9.9 +70'-89.9 +701-89.9 +t-60.3 +/-6fi9 +701-70.7 +70'-70.7 114" +70l-90 +701-90 +70f-90 +701-90 +70f-90 +70l-90 +701-90 +70l-73 +701-73 +701-73 +70/-73 134" +70t-90 +7W-90 +701-90 +701-90 +70l-90 +70/-90 +70,'-90 145" +701-90 +70r-90 +701-90 +70f-90 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 415 5 c' 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 11. raaucz,. TABLE 10: "SG"= SENTRYGLASq NTERLAYER BY KURARAY AMERICA, INC. r , V SHORT LONG U SIDE SIDE LONG SHORT W O SIDE --� SIDE (� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR Q } - Q LOCATIONS AND QUANTITIES. r z 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 0 U J .3 0 OR HORIZONTALLY AS SHOWN. W I•z,I a Q Q Q Q W TABLE 11: ° J O LL W p rn N (L z 00 W ?� (n N O �. H o0O o0O W Nz In W 3 a < O O O z a ON/ O�.�// a v� LU U K �- W VI - m ® - N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME z U ,. 10° FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 p w N O MqX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR F > a TUBE WINDOW ANCHOR fpB LOCATIONS AND o Z U LOCATIONS AND T QUANTITIES. SEE SHEET WINDOW QUANTITIES. SEE SHEET 70" MAX. 3 FOR ANY ADDITIONAL 0 DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED o "A" ANCHORS REQUIRED FOR THE FRAME 0\\ vjj FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. ��� N`( LYNN WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR \� .r\�`�• •' �/ DIMENSION II-� ANCHOR -� DIMENSION �- (4), IF RED. LICENSE •, �� * No.58705 ' It �0 ••. L'S AT OF�•' It /S�ONAL 0\ \ A. LGhhkhILL�f�, P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.# 58705 ❑ Design Pressure (psf) for Single Windows, All Anchor Getups Sho Design Pressure (pst) for Windows Attached to a Frame Assembly Tube mWindow Dimension "A" under 23" 25-15/16" 29" 31-1/2" 34" 40" 54" 60" 63" Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Group Group Group oup GrIto All All All All A B C& D A B C D A B C D A B C D A B C D under 23" +70/30 +70/-90 +70/-90 +70l-90 +70/-90 +70/-66.2 +70/30 +7a-90 +70/-73.3 +70/-67.7 +70/-90 +/-67.7 +/_54.3 +/-65 +70/-90 +/�1 +/d8.9 +/-56.5 +70/50 +/-58.1 +/-a6.5 +/-55.7 +70/-66.7 m 25-15/16" +70/b0 +70/-90 +70/-90 +70/-9D +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/�80 +70/-90 +70/-75.1 +70/-90 +70/-90 +70/�80 +/�7.5 +70/-66.6 +70/-90 +70/-90 +/-6a.3 +70/-62.5 +70/-90 +70/-90 " 63" +70/b0 +70/-9D +70/-90 +70/-9D +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 + 70/-90 + 70/�0 + 70/-90 + 70/-90 + 7a�80 +70/-63.4 +70/-89.1 + 70/-90 + 70/-90 + 70/-79.5 + 70/-64.9 +70/-90 + 70/-90 61-1/2" +70/-00 +70/-90 +70/-90 +70/-9D +70/-9p +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/30 +70/-90 +70/-90 +70/�0 +70/-63 +70/90 +70/-90 +70/-90 +70/�4 +70/-67.1 +70/-90 +70l-90 E72 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70r�0 +70/-90 +70/-90 +70/.90 +70/-90 +7a-90 +70/-67.6 +70/-911 +70/-90 +70/-90 +70/-63.4 +70/-69.1 +70/-90 +70/-90 7s° +7o/-so +7o!-so +7o/-so +7oaso +7o/-so +7o/-so +7o/-so +7o!-so +7o/-so +7o/ao +7o/-so +7o/-so +7o/-so +7o/-so +7a�o +7oi-so +7or-so +7o/-so +7o!-so s � ea" +7o/-so +7o/-so +7o/-so +7oaso +7o/-so +7o/ao +7o/-so +7o!-so +7o!-so +7o/ao +7o/-so +7o/-so +7o/ao +7o/-so +7o/-so 11a" +7o/ao +7o/-so +7o/-so +7or-so +7o/-so +7a/ao +7o/-so +7o!-so +7o!-so +70/�0 +7o/-so 13a° +7o/ao +7o/-so +7o/-so +7o/-so +7or-so +7o/ao +7o/-so 145" 111- +70/-90 +70/-90 +70/-90 +70/-90 TARLF 12 ❑ Design Pressure (psr)for Single Windows, All Anchor Groups Short Side under 23" 25-15/16" 27-3/4" 337/2" 37" 44" 48-1/4' under 23"25-15n6"+60/-70 +601-70 37" +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +601-70 +601-70 +60/70 +60/-70 +60/-70 d13 60/-70 +60/-70 6 +60/70 -- +60/70 60 60/748-i/4" 0 53-1/8° +60/-70 60/-70 60/70 - 60/70 60/-70 60f-70 9.3 58" +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-69.6 +60/-64.9 63" +60/-70 +60/-70 +60/-70 1 +601-70 1 +60/-70 +60/-62.9 76" +601-70 +60/-70 +601-70 +60/-60.5 +/-57 64" +60/-70 +601-70 +60/-70 +1- 55.6 SHORT SIDE LONG SIDE FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"=TROSIFOL" VB INTERLAYER BY KURARAY AMERICA, INC. LONG SIDE SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (pall for WindDNS Attached to a Frame Assembly Tube m Window Dimension "A" under 23" 25-15116' 27-314" 34112" 37" 440 4 1/4 1/ , Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Group Group Group Group Group All All All All All A B C& D A B C& D A B C D A B C D A B C D under 23' +601-70 +60/40 +60/-70 +601-70 +6(VJ0 +601-70 +60/-66-6 +601-70 +60/-70 +60'-603 +60-70 +60'-69 +/-55.3 +601-66A +60'-70 +60/-63.1 +I-50.5 +601-%5 +601-70 +/-58.1 +/-46.5 +/.553 +60/J0 m 25-1516" +601-70 +601-70 +60/-70 +60/-70 +6W-70 +601-70 +601-70 +601-70 +60-67.1 +601-70 +60r-70 +601-61.1 +60/-70 +601-70 +60'-70 +/-55.9 +601-70 +601-70 +601-70 +1-51.5 +60'-70 +601-70 +601-70 37" +60/_70 +601-70 +601-70 +601-70 +6W-70 +60/-64.6 +60l-70 +60'-70 +/-58.8 +601-70 +601-70 +/-53.6 +60140 +60170 +601-70 +1-49 +601-70 +60/-70 +601-70 +/-45.1 +60/-70 +601-70 +601-70 - 44" +60/-70 +601-70 +60/-70 +601-70 +60140 +60/-65.2 +60/40 +601-70 +/-59.4 +60140 +6U-70 +/-54.1 +601-70 +601-70 +6U-70 +/-49.4 +601-86 +601-69.6 +60-69.6 +/-37.9 +60/-%8 +60/-629 +601-629 E 48-1/4" +60/-70 +60'-70 +60/-70 +601-70 +601-70 +IS9.4 +601-70 +6m-70 +/-54.1 +60/-70 +601-70 +/-49.3 +60r-65.8 +601-70 +60'-70 +1-45 +60/EQ2 +601-6C9 +60'-649 fj 53-1I8" +60t-70 +60'-70 +601-70 +60/-70 +60/-70 +601-63.1 +601-70 +60'-70 +1-57.5 +60'-65.8 +60V-70 +/-523 +I-59.9 +60/89.3 +601-69.3 9 58° +601-70 +60-70 +601-70 +601-70 +60/-68.6 +60'-65.9 +601-69.6 +60/-69.6 +60'-60.1 +&U-649 +601.64.9 2 63° +60l-70 +60'-70 +601-70 +601-70 +60'-70 +60 60.7 +601-629 +601-62.9 76" +601-70 +60r-70 +60/-70 +601-60,5 +/-57 84" +601-70 +60'-70 +601-70 +/-55.6 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" � FRAME Mp,X. � ASSEM � i TUBE WINDOW DIMENSION :WINDOW �ADDITIONAI DIMENSION� ANCHOR SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FRAME WINDOW ASSEMBLY DIMENSION TUBE 10" MAX. ADDITIONAL -� WINDOW ANCHOR DIMENSION (4), IF REQ. ,A, Milan SEE SHEETS FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. u T n<OkrisL 061 t� �U J (n c LL G 0 H J mU r 0 (9 J_ 3 Z Q �� Q N H d J LL O �o ti N CL C) _ Z to °0 W fn v Z 0 00 Z W LIJ LU) LU d < o O O Z W U o „ LL1 X LL > - } m _ 0 x u-O Z U e n Q xZ ou O w w m ®� r oz 0< w - U LYNN� No.58705 � Cis �'•F�ORIDP.. •'G\?� \ / ' S //INALimitEN A. LYNN MILLER, P.E. P.E.# 58705 2UCTURAL BUTYLENE ESICCANT GLASS SILICONE STRUCTURAL SILICONE NOM. FOAM WITH DESICCANT EXT.GLASS -MELT BUTYL 6" NOM. BUTYL & DESICCANT FOAM EXT.GLASS � _ALUMINUM REINFORCEMENT POLYISO- DESICCANTFILLAREA BUTYLENE 5/16" NOM. 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS �� DINT. GLASS �v DINT. GLASS �/ DINT. GLASS �� DINT. GLASS 75 KODISPACE 76 SUPER 77 76 DURASEAL® XL EDGETM 4SG TPS SPACER®NXTTM SPACER SPACER AS REQUIRED PER TABLE 3, SHEET 4 Item Dwg. # Description Mat Main Frame Head, Sill & Jambs 6063-T6 Alum. 1 7005 2 7071 Anchor Plate 6063-T6 Alum. 3 7007 Installation Hole Corer 6063-T6 Alum. 4 7010 Frame Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5132" x 1-7/16" x 1-1/4" EPDM 35 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 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Casement Frame Assy Tube 6063-T6 Alum. 86 1#8 X 1-1/2" Quad Pn SMS Stainless Steel Stainless Steel 90 1 1#12 x 1" Ph. PD. TEK Stainless Steel Part # Description Material 75 Kommerling 4SG TPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer REFERENCE TEST KEP(JK IS: F I L-8 /1 (. 89fi8 & 89/U 3,545" 2.784" —►I OFRAME HEAD, SILL & JAMB #7005,6063-T6 .062" 993" NOM. 1.356" .040" 1 1 LL=J .441" 1.187" TT� .050" .289" J .095" j j OINST. HOLE COVER O ANCHOR PLATE 70 ADDON FLANGE #70073 6063-T6 #70713 6063-T6 #134, 6063-T6 706" O50" 1 .865" 35 BEAD B #70361 6063-T6 `Itlll Illl// IIIIe P LrNN r% ' NgF'•. y,1GE���i �-: * t� No.58705 ' * _ �� FS •'•F�QRIDP.'G\�: //S!ONAL I0N ` \ A. LYNN MILLER, P.E. P.E.# 58705 050" .865" t� 36 BEAD C #704226063-T6 .172" to .050" .569" 37 BEAD D #70592 6063-T6 Revised By: Date: Revision B: JR 05/25/17 NO CHANGES THIS SHEET. Revised By: Dote: Revision A ae: Description: BOM AND EXTRUSIONS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (947)480-7600 /RIGHT© 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT.OF AUTH. #29296 125" 2.701" .062" 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 i�=zCDv� T�V%5�.r ac e®�st�?YxF� auEtBtfF�" Pi�O?".. Aw�cepEnecz TauD tr6044' €xi�eluav Datz 4sy R¢ar. i CSasSs° crdvice iSatrclt' J ROSOWSKI Title: uate: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 series/Model: Scale: Sheet: Drawing No. Rev: CA-740 NTS 11 OF 11 MD-CA740E-LM C