The URL can be used to link to this page

Home My WebLink AboutNOA Awning WindowMIAMI-DADE I MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by 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 "AW-740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, 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 NOA# 15-0519.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0714.23 MIAM1 DADE®0U=Expiration Date: April 11, 2018 APProj�l�te��oer 08, 2016 J `�'� Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.0 7) 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 124218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 05116115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.11) 2. Glazing complies with ASTM E1300-04 30 t Manuel Per .E. Product Control E m' er NOA No. 16-0714.23 Expiration Date: April 11, 2018 Approval Date: September 08, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.11) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.11) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTBERS 1. Notice of Acceptance No. 15-0519.11, issued to PGT Industries for their Series "AW- 740" Aluminum Awning Window - L.M.I. approved on 07/16/15 and expiring on 04/11/18. Ma erez, P.E. Product C ntr Examiner NOA o.1Cr0714.23 Expiration Date: April 11, 2018 Approval Date: September 08, 2016 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 3O' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE S. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-10 THICKOR 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. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 6116' LAMINATED GLASS STACK 60' WIDTH EXTERIOR a 53' VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR REQ'D IF WINDOW IS 27-7f8' WIDE OR LESS - B, SEE 12' MAX. FOR UNITS OVER 39" TALL v lei (HEAD 8 SILL) Cr rSHEET2 OTHERWISE4'MAX I 19" MAX. O.C.I. JJ� _ 4' MAX. I I I i-- 7116'LAMINATED GLASS STACKSTACK — .090- BUTACnE® PVB ,090' SG® BY KURARAY i BY KURARAY 311E ANNIEALED AMERICA, INC. AMERICA, INC. OLASS —IWANNEALED WIVANNEALED GLASS GLASS EXTERIOR 38 - F1 1V76'GLASSerm n 11/11GLASSBITE v 1_1 GLASS TYPE 1 GLASS TYPES 2 71V NOM. GLASS STACK 5116-LAMINATED , -� 39' GLASS STACK 118' ANNEALED HEIGHT CLASS A, SEE 7116-AIRSPACE 090• BIITACITE® PVB SHEET2 32" V8'ANNEALED OR BY KURARAY VISIBLE TEMPERED GLASS AMERICA, INC. LIGHT 116'A.NNEALEO GLASS HEIGHT ExrE53a (olo) I 11116' GLASS BITE 8' MAX CL L--► B f� 4' MAX. �+-- 23- MAX.O.C. USE ANCHOR PAIR FOR UNITS OVER 27-7/8' WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW 6) SHIMS ARE REWIRED 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 GENERAL NOTES......................... _..I SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ... .......... ........................ I ON THEM BY THE WINDOW. GLAZING DETAILS .............. ......._.... 1 7) DESIGN PRESSURES INSTALLATION ................................ 2 ASSEMBLY TUBE DETAILS ........._.. 3 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............ 4 TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES..._.- .............4 ASTM E1300. DESIGN PRESSURES ............. ........ 5-9 B, POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILS/BOM.............. 10 PRESSURE, STRUCTURAL TEST PRESSURE, FRAME I EXTRUSIONS/SPACER... ................. 11 ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% 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 MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF8PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. L� TARI F 1: Glass Types Sheet # 1 5/16' Lami (1/8" An - .09(" PVB -1/8" An) 5 2 7/16" Lami 3/16' An-.090" SG-3/16' An 6 3 7/8" Lami. IG (118' An - 7/16' Air.-1/B" An -.090" PVB -1/8" An) 7 4 7/8" Lemi. IG (118' T - 7/16" Air -1/8" An - .090" PVB -1/8" An) 8 6 7/8' Lami. IG (3/16" An -1/4' Air- 3116' An - -090" SG - 3/16' An) 9 6 71W Lami. IG (3/16" T-1/4' Air -3/16' An -.090' SG -3/16" An) 9 'PVB'= BUTACITE" PVB BY KURARAY AMERICA, INC. 'SG-= SENTRYGLAS® BY KURARAY AMERICA, INC. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-04 •ANSI/AF8PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • A I S I-S l 00-07/S 2-2010 GLASS TYPES 3 & 4 718' NON. GLASS STACK I I --_-II II-_— GLASS STACKACK GLASS STACK 114-AIRSPACE 3n6"ANNEAIED GLASS 3116"ANNEALED .09VSGO' BYKURARAY TEMPEREOGLASS AMERICA, INC. 38 3116'ANKMED GLASS EXTERIOR a^ � 11ne'GLAssBrrE GLASS TYPES 5 & 6 Revised By: Date: Revision B: J R 05/05/16 ADDED SHEET 11 WITH SPACERS. Revised By: Data: Revisior, A: ® Dexrip6on: GENERAL NOTES & ELEVATION PRODUCT REVISED Buitd1.nggying with t&e PTa7ida Aereptanco No it, ft ilatim Daft - :$ By Miam' Dade Pn,&et RIGS-14PITA2U 1070 TECHNOLOGY DRIVE Title: ✓om: N. VENICE. FL 34275 AWNING WINDOW DETAILS- LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS. FL 34274 Series/Model: Scale: I Sheet: O/owing No. Rev: CERT. OF AUTH. #29296 AW-740 NTS 1 OF 11 MD-AW740LM B INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 WIN[ HER FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE IOW tHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a 22 0 ATTACHED TO FRAME & VENT JAMB O ATTACHED TO r FRAME JAMB L ATTACHED TO VENT JAMB 4- EDGE DISTANCE CONCRETE/CMU PERANCHOR EMBEDMENT REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCEPER i1 SUBSTRATE. SEE •• \L'J TABLE 3, SHEET 4. :, r EDGE DISTANCE °• ATTACHED TO / FRAMEJAMB EMBEDMENT 70 ATTACHED TO OPTIONAL ADDON VENTJAMB FLANGE@HEAD, SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4- MAX SHIM NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION ATTACHED TO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. ATTACHED 2) ALL WOOD BUCKS LESS THAN 1.112- TO FRAME THICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' 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 ,--! •IR I OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4.. r s INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL BUCK WIDTH . 10 � 89 .--1191 12 @)O P ' I 84 ATTACHED TO - I I VENT SILL ATTACHED TO 3537 FRAME SILL 3 VISIBLE LIGHT WIDTH (DLO) — �J WINDOWWIDTH SEE DETAIL HORIZONTAL SECTION A -A Al. BELOW r ., j- /// � 10- TMTA_X. G ATTACHED TO VENT SILL / I L-•ram- SEE DETAIL A2, BELOW 0 DETAIL A2 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AdMonal Anchors Required on each Side of the Frame Assembly Tube (FAT) r Windw Wldh Anchor Type 17-.22.9- 0 0 E 23--25.r 0 1 26-a 1 1 t- tQi c Windw Height Anchor Type A 8, C & D 17- - 22.9- 0 0 23- - 25.9- 0 1 26 t 1 1 #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT-7 P'RODUCTREVISEO as maplyia8 wrth the Flaft Building Cod. , r4 " 1X WOOD 19 84 BUCKSTRIP, SEE NOTE 2.!' THIS SHEET. :_: Revised By: Date: Revision B: Acceptant No i0-O j$ gspitatioa D�11. By Miami _;� Revised By: Dote: Revision A: TYP. ANCHOR TYPE, y 114-MAX SHIM EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, • •• SEE TABLE 3,sHEETa. EMBEDMENT CONCRETE ;.'. L( J ,I _ 6 I f ® Descnpl:on: GENERAL NOTES & ELEVATION Drawn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rue: AWNING WINDOW DETAILS - LM & SM Dote: 08/08/12 PERANCHOR • INSTALLATION OPTION 3 REQUIREMENT • _ INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B IX 13UCKSTRIP INTO MASONRY. -•.'...+`'..'• ••.`��; ;; *'�;•' . ;'`' ' - i`: � ' "�"' ��' A LYNIt�IALLER P.E P.E969705 Series/Nndeh Stele: AW-740 NTS Sheet: 2 OF 11 Drawing No. MD-AW740LM Rev: B CERT. OF AUTH. #29296 AWNING (X) WINDOW HEIGHT I WINDOW _ —�I WIDTH I� 740 SERIES AWNING EXTERIOR WINDOW I-1 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 PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE INDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED RMNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILLAND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING / AWNING (X)O AWNING / CASEMENT / FIXED CASEMENT ()(XO) FIGURE 1: I� 10%SEE NOTE 7, THIS SHEET FIGURE 2: 740 SERIES AWNING WINDOW / \C C I /` !D/ FRAME ASSEMBLY /I 10% SEE NOTE 7, p TUBE THIS SHEET 740 SERIES \ —CASEMENT —� WINDOW j 740 I 740 / E SERIES- ASSEMBLY SERIES FRAME AWNING AWNING `ASSEMBLY WINDOW TUBE WINDQW I � / E TUBE — 740 SERIES FIXED WINDOW'\` / V MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME 740 SERIES ^�^��^�^- EXTERIOR AWNING WINDOW ASSEMBLY 15 TUBE HORIZONTAL SECTION C-C EXTERIOR a *SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE 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. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS, WITH MIN. X SHEET WINDOW WINDOW, E T S METAL SCREWS. USE THE SAME SPACING AND QUANTITY THE OPPOSITE FRAME MEMBER. FRAME FRAME' ASSEMBLY 6) THE FRAME ASSEMBLY TUBE MAY —ASSEMBLY TUBE NOT EXCEED 62' IN LENGTH (AS USED TUBE IN A 63- FLANGED WINDOW) OR BE MIN. # 12 X USED IN TEE OR CROSS 1. SMS CONFIGURATIONS. ' 740 SERIES THROUGH CASEMENT INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT WINDOW HOLES THE REQUIRED TOLE CLIPPEDEXTERIOR SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES 7) FOR ALL COMBINATION UNITS, EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS CASEMENT MAY NEED TO BE INSTALLED WINDOW' THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OFTHE FRAME ASSEMBLY TUBE CENTERLINE. VERTICAL SECTION E-E SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 8 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 WNDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE- OR DESIGN PRESSURE(PSF) FOR WINDOWSATTACHED TO A HORIZONTAL FRAMEASSEMBLYTUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE 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). Addllonal Anchors Required on each Side of the Frame Assembly Tube (FAT) F a Window Width •Anchor Type 17' -22.9" 0 0 23" - 25.9" 0 1 28"F 1 1 r r¢i �Y Window Height Anchor Type A B. C8 D 17'.22.9" 0 0 23'-25.9" 0 1 PRODUCT REVLSED ac tcmpl}nigwilt� Bw Ftmida BeOcGnFCode AtctPnamrlo /a-D kZ. 38 Expimtpa Date By Mimi Die roddcl J 06 HLL a— p J ..O W �M 04 UJI a�OD In?j '^ Z O � 0 Z CO 'S Q O .. CD ' Z a 0 a�¢ rtC.i""P'HIL)ER, P.E. TABLE 2• Window Anchors Required Window Wd1h m under 3' 5-15116" 1 27-7/8" 3D314 32" 1.37' 46" 53-1 6D' Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group n hor Group Anchor Group Anchor Group Anchor Group A i3 C&D A 1 B IC&DI A B JC&D A B IC&DI A I B IC&D A B C&D A B C&D A B C&D A B C&D A I B C&D Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23' HeadfSill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-15116" 'fib Head,Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 6 4 Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 39" Heed/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 6 6 4 6 8 4 Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 6 4 5 6 4 5 6 4 5 6 4 c ! 7a 50518' Head/Si0 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 5 4 5 4 4 6 4 6 4 6 4 7 4 4 4 4 7 4 6 4 4 4 7 4 6 4 4 4 8 4 6 4 4 4 8 5 4 4 4 7 4 7 4 8 4 4 4 4 4 4 4 4 4 6 4 6 4 4 7 4 7 4 4 4 4b 463° 46r 4 6 4 80' b 5 6 4 5 6 4 5 7 4 6 7 2 2 2 2 2 2 2 2 2 4 4 56 4 5 7 4 6 7 4 6 7 jHead/Sill s,u 2 2 2 2 2 2 2 2 2 4 4 b 5 7 4 6 7 4 6 7 4 6 8 /Sill 2 2 2 2 2 2 2 2 2 4 4 7T b 6 7 5 8 8 5 6 8 5 7 B HaadfSill 2 2 2 2 2 2 2 2 2 4 4 76' Jamb 6 7 5 7 8 5 7 9 5 7 9 Heed/Sill 2 2 2 2 2 2 2 2 2 4 4 Jamb 7 8 5 7 9 5 6 10 5 Heed/Sill 2 2 2 2 2 2 2 2 2 U.7C Inib IAm= OR HEIGHT DIMENSION SHOWN ON THE TABLE. tsar G I. Group Anchor Substrate Min. Edge Distance Min O.C. Distance Min. Embedment Anchor Plate Required? 1W steel Ultracon Hollow Block 1" 61 1-IW No A #14, steel SMS (G5) or 414,410 SS SMS S. Pine 618" 1" 1-318" No 6063T5 Alum. 318' SIB, .050' No A38 Steel 3f8' 518, .05T No A653 Stud, Gr. 33 3/8' 5/8' .035'. 20 Ga. No B #12, steel SMS (G51 or#12. 410 SS SMS S. Pine 518' 1 1- 1.318' 1 No 6063-TS Alum. 3/8• 518' .05M No A36 Sleet 31W 518' .050' No A653 Stud, Gr. 33 318" 518' .035", 20 Ga. No 1/4• steel Ultracon 265k Concrete 2-1/2* 4• I-Va' Po 2.85k Concrete 1' 4" 1314' No Hollow Block 2-1/2• 5" 1-1/4' W C #12, steel SMS (435) or #12, 410 SS SMS S. Pine SIB" 1' 13/8" Yes 6083-T5 Alum. 318' 518' .0713' Yes A36 Steel 318- 518' .05T Yes A653 Stud, Gr. 33 3/8' 518' .GW, 18 Ge. Yea #14, steel SMS (G5) or #14, 41 D SS SMS S. Pine 6/8' 1' 1316' Yes 6063-T5 Alun. 3/8' S'8' .0713' Yea A36 Steel 3/8' 51W .050' Yes A653 Stud, Gr. 33 3/8' SB' .045, 16 Ga. Yes p 1!4" steel Uftracon 2BSk Concrete 1• 4" 1-314' Yes 2S5k Concrete 2-11T 4' 1.wa' Yes Hollow Block 2-1/2' 5' 1-114" Yes Filled Block 2-1/T 4" 13i4" Yes 1/4' 410 SS CleteFlex 3.35k Concrete 1" 5" 1314" Pb Follow Block 2-1/T 5" 1-114' No 5116" steel Ultracon 3.5k Concrete 1-Ile 5" 1.314" No Hollow Block /B 5' 1-1f4" Pb Filled Block 2-11T 5' 1314• No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD. PANHEAD OR FLATHEAD. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16"ANNEALED SG LAML GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, r701-80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS: A) FROM TABLE 9, 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. C) FROM TABLE 2, 4 ANCH ORB ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLYTUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). 'PVB'= BUTACITEIPVB BY KURARAY AMERICA, INC. 'SG-= SENTRYGLAS%Y KURARAY AMERICA INC. TABLE 4: Head Snubber Locations Gleae type: PVB (Types 1. 3 & 4) 8G UYpes 2, 5 & 6) None Required 20" max. from each end 8 2D' max O.C. SAMPLE CONFIGURATIONS: 10" 10" 'I 4' +{ 4 4" '� 4' 17.6T / 1 L 61" I � 4• IQI ....--- -- 20' + 20' ►� 40' Imo— 25" PRODUCT REVISED 0 complying tviuh the Florida. Accep°mina No 16-10 14• • 2� rnon Date ?D!S BY Miami ePn:ded Co. O ~ J a LL Q Z f < N Cy W aF o Z 3: -6Z O W 0 a Z Y v o O .. 0 Z b r 0 aU Q' Z �Q c Q �"ain m 0. p4 Zoo. =U(D yj D Q rZoo 0 >a0 On z � 1 t• _i A.LYN951IL! PE. P.E.959705 Design Pressure (pal) mr 6inde WIr ftm. AN Arcicr Groups Wimbw Width urxW23• 25-15716' 27-71V 3P3f4' 32 3C 3T 4r S3-1/B• 0g' ur.W 23• +70l- W 4701- W .701• W .701- W .701-W 4701- W .701- W .70/- W 4701• W .701- W 25-15/16• .701- W .701- W .701- W .701- W +701- W +701-90 +70F W (+70/. W +701-81) +701- W 3r +701-9D +701-9D .701-90 .701-90 +701-00 +701-9D .701-90 +7d-W +701-81.1 +70f71.2 WS'S' +701• W TO/. W +TO/- 90 .701- W +701- W +701• W .7d89.2 +711477.9 6G' +70%91 .704 W +701- W +7d88,5 +71YA37 +ro-766 +7d74.3 Gr +711A 90 .70/- W +701-90 +70I823 +701-79.4 +701-75.6 +7d-70-1 eT +7d-W +701-W +701- 03.5 +7d• 76.3 +701-73.4 +L (114 7T +70f• W .ro87.2 +7d•71.4 N-�,3 +/-65.4 76' .7d- W .7d- 89.6 +7d• 752 41- 65 84' 1 .701-90 1 .Tor -BOA +T(Y•70,6 FOR GLASS TYPES: 1) 5116" LAMI (1 /8 AN - -090" P1B -1 /8 AN) •PVB•=BUTACTTEOPVB BY KURARAY AMERICA, INC. 1 SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR' LOCATIONS AND WINDOW WIDTH QUANTITIES. Design Pressure (peg for Wmdowa Attactso to a Vedbal Frame Aswmbly Tana Window Wpin m under9' 25-1&18• 27.7/e• 30314' 32' 34' 37' 48' 63V8' 60' Arch. Group Achor Grwq Anchor Gaup Achor Gmup Anchor Group Anchor Gmup Archor Croup AmW Group Anshor Group Anon. Group A I B C D A a C& D A. C& D B An An NI All AlI At AO mrdW 23' m 25-15rlir 37 ♦701-W «70190 +70189.9 +7111-00 «7d90 +7(V-70.5 +70190 +Tor-W +70/40 +7a so +7d-9D +7O14D +70t.90 +70150 +711-79.7 ♦7040 +711191), +701-90 .70190 +70AN +711M +7d-90 170F90 +M. .7d-91) +7d-90 OW-W +7d-90 +70190 +Tors. +ro90 .70f90 «7d90 +7019D +7d40 .7d90 .701-90 +70490 +7d-BD .701S0 +M-90 +M90 +701-90 +701-OD +7d•81.1 +Td-W +701-90 +70/41.2 5OWB' amm.3 +h64.3 .ro4D .ro-W +181.4 +7d-W .70ME +701-90 +701-69.5 +Td40 +7(Y80 +70b90 +70149.2 «7d-77.0 60• +k%5 +/-05.8 .ro84.7 .id•W +/57.8 .711fS1.2 .701-90 1 +701-90 +70/•75.0 +7d98.5 +7d93.7 +Tor-79A +7d-74.3 63' +158.7 +/-03.0 +ro80.7 +7d•09,5 N-09,3 +71y-77.3 .70F80 +70/-W .7d•72 +7d923 +7d•78.4 +7d-75A .7d-70.1 10' MAX. FRAME ASSEMBLY TUBE WINDOW HEIGHT I I WINDOW WIDTH 1� ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. DMIP Pressure (pso br Windows Altache0 to a Horhnntal Frame ASS=* Tube ntlow W Idh RW Wen 29. 2S1511G 27.71r 308/4' 3Y 3f 3T 46' 63-118• 60- Anchor Grasp Amhx Gmrp Anchor Group Antn0fGmOp AmW Group ArlchdCrWp Anchor Group AMhar GMW Arch Group Ancr"Gmup All All All AC&Dj 6 AC&D B A,C&D B A B C&D A B C&D A B C&D A B C D uldor23• +7d-W +70/40 .70140 47d80 .70140.4 .70190 +701.85.9 .704W +7d80.6 +7d80 .7074.3 ♦7d40 +701-76.3 .1897 +7d-W +/96 W-611 +70/40 +1S&5 +A45.8 +701-843 +7d90 25-15H6• +704W +7d40 +7d40 .70t.00 .7d-W .701-W +70/80 .70im +7d90 .7d94 .7d-W .7d80 .IL7.6 .7d40 +7d-W H88S +7d80 +7d90 NS7.8 +7d81.2 +7d80 +7d40 39• OW-W +70/40 .70f40 +7d90 +7(YQO +701-W .70/40 +701-9D N0f80 +VY40 +7d-00 Nd40 .71Y810 +70198.1 .7d•W .ro-ne .1-61 +7d81.1 +/88.0 Nb4 +7d•712 N0t712 y IT 50,W +7W-W +70140 +70f40 +W4O .7d-90 .70/40 +70140 +7049D +7d40 +7d89.2 +70?8g2 +701-892 a0/-77-9 +701-77.9 .701-T7.0 W +701-10 .70/40 +70E-00 +7d865 .Tor-t16.5 +7d83T +70193.7 +7d-746 +7d-79.6 .70/7Q3 .70174.3 .70474.3 E63' +7d-W +70/40 .704(t +70/823 +7048" .7d7O4 +7d -79A +6 70475 .7d-756 +70170.1 +7d-70.1 -701.70.1 67' +7d-W .i0/40 +70/83.-1 +-- -1 .701-7Q3 +71•734 +A/-73.4 H8O.4 H80.4 72' +70-W +701972 +70-77.4 +149.3 H493 .I65A ./954 76• I +7p/-90 .701A4.6 +7017,12 +186 +m 64' +7d•W +7WM.4 +70/-706 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I - FRAME WINDOW ASSEMBLY HEIGHT TUBE I 1�0' MAX I WINDOW -�-I WIDTH DITIO I ANCHOR I"`- (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE PRODUCTREVISSD ds coraPty�B with tits F)mida Budding Code I 0 Ad•/�1+n cre hu) DeO 71 1�+i8 By h1 Vwddet J LLJ a' C9 � Z_ 05 0 t UL. s co r Lll tp C14 d CD v F�- c CD 0 yZ LiI Z Z Z� (n -Q C7 m0 •off e € - LU P &O �Q m rn � 0-� �4 U O LL ?UmVf rV,r Z 3 rwQo 0 >a0 0 0 �Z W ` U 6 .,�: f6 rA- Ll(NN WIl IR, P.E. PX.#58705 M Design Pressure (p59 for Single Wino/., A9 Anchor Groups . Window WIOM uMer2Y 26-191fi` 27-7W 3034` 37 3a` 3T 419' 5mw ar fader 23' +8a-130 +9d-130 +W-130 +901-130 +Ba-130 4W-130 +0-130 +8d-130 +901-130 +--1- 2515/16` +9w-130 +9w-130 +901-1130 +901-130 +W-130 +901-130 +9d-130 +9a-130 +901.130 +901-130 39' +9d-130 490/-130 +901-130 +8d-130 +901-130 +9a-130 +901-130 +901-130 +901.130 +901-128.8 -- +ea-13D +--111 +90/-130 aW/-130 +9w-130 +WF130 +901-130 4901-130 67 +90/430 +9a-130 +9d-130 +911V-130 +9w-130 +9d-130 +9d-130 Or .W/-130 +901-130 +901-130 +9a-130 +901-130 +9d-130 +90/-129.6 or .W-130 +9w-130 +901-130 49d-130 +901-130 aW.130 73` +e01-130 +9a-130 +901-1- +9w-130 +9w-130 7w +ON-130 +9w-130 +9w-130 +9a-130 84' .9w-130 19a-130 +ew-130 FOR GLASS TYPES: 2) 7/16" LAMI (3/16w AN - .090" SG - 3/16" AN) "SG-- SENTRYGLAS%Y KURARAY AMERICA, INC. -i- SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR - LOCATIONS AND WIDTH QUANTITIES. Design Preserve (peQ for Window. Attached to a Verges] Frans Assembly Tube N0n00w Width under 23' 25-15119- 277re• 3D3r4' 32- 3a• 37' 46' 63418` 1 60' Anchor Group ArctnrGroup AnchorAnchor Group Group Anchor Group Anchor Group Anchor rGroup Anchor Group Anchor Group Archer Group A B C D A+,7CaA500 A+, All A0 All +7a-90 907 +T9 w T 05A. +7 +d0+/0 -+7a-W -90 -90 +1a-90 +7d4D +701: +Ta 171 gg+701-90 4o . +701-90 Nd40 +701-90 «m/4D .7d439.9 +7a40 7a-797 +7a90 +7-BD m .7a-9D +70/-90 +7a- B +7ai 0+i4 +709 rund�2 +iw90 1a 7wm- w .7w90 +Tor -go +7a n.9a 0 7g60'7+7D 4 +/18 -8. +7w1.2 +70 0+/46S +7Adl-90 +7Awt�J0 +70B/ -90 TCaA-eDD +Ida-85.4 +145.7 3+7a-T73 +7a50 8 .3 10" FRAME ASSEMBLY TUBE WINDOW HEIGHT JDTH ADDITIONAL ANCHOR~~~~ (4). IF RED. Design pressure (psf/ br Windows Attacne0 to a Hatzomei Fmme Assembly Ttbe Widthorder R37' 23' 2515/16' 27-714 90314' 32' 34' 7' 46' 53-118' UP Anchor Gip Anchor Group Anchor Group Arches Gmip Anal. Group AncnorGmup AMnorGrW Anchor Group Anchor Group Amr"Gmp Ali AD All A, CAD I B A. CAD B A,CAD B A B CAD A B CAO A 6 CAD A B C D mW23' +70/-M +70/4D +71Y90 +70f90 +70f49.4 +701-90 +701ffi.9 +701.90 +7111-80.8 +71VS0 +701.74.3 +7w�0 +701-76L3 H50.7 +7w-9D +11% +141.7 +7w-90 41485 +1-45.6 +7d$0.7 +70N30 Z45/16- +70J-W .70190 +7a91) +70/40 .7d40 .701-90 +70140 +70/S0 .70/4)0 +7aE4 +701-00 .701400 +1-67.6 +70140 +701-OD +I -MS +70F40 +701-9D 4/4/.6 +701-81.2 +701,00 +7a90 3g' +7a-W +70190 +7a90 +7w90 .7090 +70190 +70/40 +701-OD +70190 +70190 +7w-90 +70f90 +701-00 .70190 +7d-90 .70/90 .7a40 .7111-W +70IA6:2 .70141 +7w-90 +70140 5D.W .701-M .70140 +70F40 +70190 +7a90 +70140 +70190 +701-90 +m/90 +71119D .71Y-W .70190 +701-90 +70140 +7019D �i 60` +70V-90 +701-90 +70140 +70/40 +7a90 +701-9D .70140 +70/40 .70140 +70V40 +7a.W +70190 63' «70l-9D +70190 +7d9D +70,40 +7a40 +70/90 .70190 +70f-W .701-00 .7014D +70190 .70190 67" +70/-90 +70F9D +70191) +70V90 +MI913, 47w90 +71M9) Nw40 I+mlL.- a70f-90 +7d40 +7a90 +7a90 +mi-BD a7a90 76' +7w-W 1 .701-0 1 +7a-W +7a90 +TMO 1. +781-M 1 .70).W I +7&,w II NOTES: )SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THEFRAME ASSEMBLY TUBE. L FRAME WINDOW ASSEMBLY HEIGHT TUBE 'MAX.DITIONAI WINDOW WIDTH KII INCHOR r- (4). IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE - -rzta p{:.ildhODU nnVtOE.Dr as 1 y 8 Aczepeg Curie 1(0-0 /�••L4r�$ AcccPtnnas hlg am Date By Mtem Dade➢1(dycl w � CC L a¢ C0C Z 06 �` G r r r ILL. h O cl) 0 L W Q 9 a � W W m a) OO 0' O nZ 0 0° C5 co 0 Y W Z IY a r Z Z r a �� .g9 m 0 ._ co ¢ 3 a,- w �¢ Y 9 ur w w ® Kn ^ N ��OrN N TnN< 7d OJ W J 2 =V/D Uj Q Uwoo 0 �?a0 z ¢ OZ W U a ria - P.E.kk 705 •, D"Ign Preum (pso ec SlrV. Wudaas, A5 Archa GrmTs Wlndwr lWidlh under 23• 25.1617(r I V-7V 3D.&4' 37 3T 3T 46' 53-11V I 6T mlor 2r 4701-90 +70/-9D +TO/-90 +70/-9D .701.90 +70/-80 .701-90 .701-90 +701-90 +701-90 25-15116• .7o/-W .701. 9) +701-90 +701-90 +701-90 .701-90 +701-90 +701-90 +T0%90 +TW-90 39' +701-W +701-90 +701-90 +701-90 .701-90 +701-90 .701. 90 +701-90 +Ta$32 +701-73.1 W5tW 470F 90 .701-90 +T(lb 90 +701-W +7a-W +70/-90 +701- 80 .701$1) 60` +Tor- W .m W .701.90 +7W418.8 +7a$58 +7a$1.7 +701-78.2 6r 4701-90 .701- W .701- W +701$4.4 +701$1.5 .70177.5 +701-71.9 6r .7a-90 .701-90 +701$5.6 +704711.3 .701.73.3 +Ta-71.2 72' .7W. W +701$9.5 .7(W- 79.4 a'M. 71.1 .1- 07.1 +ro$e., +7a-772 .1-696 .7a- 625 FOR GLASS TYPES: 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8rr 'PVB'= EIuTAcrrE11pvs BY KURARAY AMERICA, INC. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR -7- LOCATIONS • WIND AND I WIDTH. QUANTITIES. OeeQn Pressua (pery tar V/Indsm Attached la a VemW Frarrre_lueemGry T4ha VYlydox Wi&h m under 23' 25.15116' ZI-718' 30.Y4' 32' I 3d' 3T 48' 63-118• 60' ArcicrGmq ArcicrGroW Anchor Getup Anchor Group Anchor Getup AmhDr G-P -- Getup Anchor Gawp Anchor Group And - Coup A B C D A B C B D A, C a D B All All All A11 All AO All +%so ro4Da7a40 .7a$0 .-.90+ro50 +7a-W ld-W +7m$0 +ro$D +7a�90 +7a-90 a7(Y-90 +7aW +7a80 +ro.W +7a$0 +7d-W 4701-W +ro-W +7a-90 +ro40 +7a-W +7a$0 QW-W +701-W +7a-90 +7d-W +7a4ro +7a$0 .7a-90 .tor-W+7a$9.9 +7a-70.6 +70/$9 .7a-90 +701.79.7 +701-90 +7a$9 .7a$9 +7a-W +7a-W +7a$0 +7a-W +7W-W a7a-W .Ta$32 4701-73.1 E-W +/.69.3 41-M.3 +7a-90 +7a$0 +!$t.4 +701.9D +701 w4'$0 +7a$9.a .7of .rodo +7a&0./SB.S +146.a +7a7-B6.7 .7aAi3 .7a-W +70IA0+70I-75.a.155.7 +1-0&B +7DR80.T +Ta-68.5 a149,3 +7a-71.3 +701-90 .7a$0 +7a•T2 +70I-84.4 a7a$1.5 +7a-77.5 +70%71.9 10• MAX. FRAME I I ASSEMBLY TUBE WINDOW HEIGHT I�ADDITIONAL WINDOW WIDTH ANCHOR (4). IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design PMSM 041or Whttrras Aluched to a Hadzaaat Frame n5 Mbly Abe WID<h BWetdcw Zr 25.15/16' 27-718' 30$/4• 32• 3d' 3r 46• 53.118' 60• Anchor Anchor Gm1p Anchor G=p Anchor Gmp Anchor OmuP AndffGfO0P ArchOrGr00p Ancha GroW AMhDr GROUP AncnorGMP All All A. C&D B A,C&0 B A,CBD B A B C&D A B C&D A B C&D A B C D urdw 27 +70/90 +70'-90 +70/40 +712PWA +701-0 ,7a-B5.0 .7a-W Nd-0D.6 +7d$0 +7d74.3 +Td40 +7d-763 HS9.7 +7dA0 .1-65 .1-51.7 +7d-W HS8.5 +I.4-5 .7d$1.725-ISM6• FA +70140 +7d40 +70140 +7d4B.1' +70I-W +70140 +7a-90 701-00 +7d$4 +70/-W +7d40 a1-67.6 +7a40 +7d-W H5&5 +7d40 +7(V-W .151.8 .70/$1.2 +70/40 .7d-90 39' .70140 +ro40 +70140 +7a40 +701-90 +70PW .7a-90 +70140 +7a90 +7a-90 +7a90 .7a$99 +7a$8.1 .7d-W +7d77.8 +161 +71Y-M ./$&9 +154 +7003.1 .7a73.1 60,W +70140 .7d40 +70/90 +7d4D +701-W +701- 0 .ro-W +70/40 .7d4D +7a-W +7d40 +7a40 .7a$0 .7d40 i 60• .70140 +7d4D .ro4&8 +701$8.6 +71P$5.8 +ro$5.8 +701.61.7 +1d51.7 .701-76.2 +7d-762 +7d-76.2 63• 1 .70/40 +70f40 +70V$4A +70f-"4 +7d$1.5 +71951.5 +70/.77.5 +Td-77.5 .7a-71.9 +7d-71.0 +70/41.1) 67' .%9D Na40 +701$6.6 .7d-78.3 +7a-78.3 +7d75.3 +7a-753 .701.71.2 +Td-71.2 72' +701-9D +7p a5 7a-79.4 +7da1.1 +7a-7L1 +1.67.1 ,1b7.t 76' +70FW +ro-86.8 a7an.z .l966 H$66 94' 1 .70E-90 +7(Y$2.6 .7a-72.7 NOTES: 1) ESHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I - FRAME WINDOW ASSEMBLY HEIGHT TUBEI IVMAX. I WINDOW �1 WIDTH ADDITIONAI I ANCHOR t-�- (4), IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCE REVISED m-Plyivg,ailh the Florida Buildurg Cade Acceptance No //o- M B>1graCre Doe XIS By IV hliani PrOdcct C W EL � � �¢ C7 , ❑ z_ o � J LL O Of) O W � � a W W v F�- CD W 0 `n Z 4O (0 (40 0 W z O O ' o� z a� 0 2 W o � AID ¢n v m cra^inn °" z 304 5 S V m VI Q rZ ci 7 a 1 O O^Z Z K O � ' K LYNNALUs".E P.E! 68705 • at S Design Pressure (pcQ for Sl gb Weida-. All Anchor Grwps W#WW Wdtlt wWar23• 25-1&IT 27-718• 36Y4' 32 3r 31" 46' 5318• BT undw27 +TW40 +70140 +70I40 +70190 +70140 +70140 +7W90 +70140 +701-90 +7a-80 -16116• +70190 +710190 +70190 +70140 +70190 +7019D -?Woo +70190 .701-90 +70190 39' +7d90 +7d90 +70f90 .70190 +70190 +7d9D +7d40 +7a-90 +70140 +70161.2 So -VT +7d40 +70140 .70140 +70040 +70190 +7d4D +7W90 +7015&B 6V +70140 +70140 +70190 +711f90 +70190 +70140 +70194.6 6Y +m4D +71V40 +711140 +70140 +7091) +MM.1 +7111-79.9 W' +70190 +70140, +70190 +71167 +7V4118 +701a9.1 72' +7d90 +Ta90 .7d4&2 +7d-79 76'E�H +7W90 +7d90 +7d45.e +701-74 84' +7d90 +70190 +701-MB FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN - .090" PVB -1/8r' AN) 'PVB•-BUTAC BY KURARAY AMERICA. INC. I SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR ' LOCATIONS I WINDI OW AND ' WIDTH QUANTITIES. Design Pressure (pso for WOMosra Attached to a Vedlcel Frame Assembly Tube Wind- Width m ruder 23• 2545/1E 27-7/8'-718' 303r4• 1 32 34• 3T 46' 63-tAY 60• Anchor Group Anchor Group Archon Group, AnchW Group Anchor Group Anchor Group Arches Group AnchorGmnm Anchor Group Anchor Group A B C D A B C&D A.C&D B AB AB AB AA A.C&D B AN AI under 23• +7d-90 +7d90 .7d-90 .701-99 .701-90 .70199 +7d99 +70190 +MM +70190 .70190 +70190 .70190 .70190 +70190 +7d90 +79J40 25.15/16• .7d-90 .701-90 .7d-90 +70190 +70190 .70140 +70/ W +701-90 +7d-90 +701-90 +70f-9) +7d40 4701.90 +Ta40 +701-M +70f90 +70/-w 39' +7d-89.9 +M70.5 +7d-w +7dJ0 .7d-79.7 +70190 +7114M +701-w +7d90 +7d-w .7d-w .7d40 .701-90 +76/m +70190 +7d90 +MI-M2 508/B' +/69.3 4154.3 +71V-91) +7d-90 +161.4 +71)190 +70190 +law 47d99.6 +70/-90 +701-90 +70140 47d-90 +70140.8 +70191.4 or +/58.5 1 .I.45.a .70164.7 aM-80 -)-SIX a701612 .701-90 +Tees +71Y-756 +701-90 +701-90 .70190 +701-64.8 83- +I.55.7 1 .143.6 ♦70190.7 +701149.5 049.3 +701-Ti.3 +70140 +7d-9D +701-72 +7a-90 1 +701-90 1 +7(v7;Fl +701-79.9 10•MA1L FRAME � I I ASSEMBLY L TUBE WINDOW HEIGHT WINDOW N� ADDRIONAL ANCHOR (4). IF REO. PRODUCFREVISED as comptyiOB with the Florida building On& Acaplma Na /6'O"714.Q3 Erpirmw+n Dote �$ BY sae ProddK W a C9 06 � g o o � NNz_ LL C W w CD a LL! ❑ H ?j o °u Z SEE SHEETS 1& 4 FOR WINDOW 8 o 00 p (j) O ANCHOR LOCATIONS AND QUANTITIES. (n ❑ SEE SHEET 3 FOR ANY ADDITIONAL Y W Z ANCHORS REQUIRED FOR THE FRAME (n E O ASSEMBLY TUBE. 0- a O ay Z \Q Design Pressure fled) for Winerss Attached to n HodmRA Frame Assemtly Tube Windlass Width older 23' 231916' 27-7/0' 3"4' 97 31' 37' 46' 63.1/8' Sir Anchor Group Amnar Group Anchor Group Anchor Group Anchor GmW Anc0WGI0tQ Amlff Grwq Ampor Group Anchor Ovrp Anchor Group A0 Ali AO AC&D B A.C&D I B A.C&D B A B C&D A B C&D A B C&O A B C&D under 23' +70140 .701-w .701-90 .701-90 +7a69.4 +70/90 +7a45.9 +70140 +70140.B +70140 +7nh74.3 +70F40 +701.76.3 +159.7 +70'40 .166 .f51.7 +7d90 +1-58.5 +1-45.8 +70/94.7 2545MV .70PW +701-9D +7a-23 +70f-w +70/90 +7W40 .70/40 .70M .70140 .70144 +70140 +7a40 +167.6 +70f40 +7d40 ./-®s +70090 +701-w +/-51.8 +70141.2 47W40 39• +7W-90 .71Y-90 470140 +m/-W +701-9D +7W-00 +70140 .70190 .70/90 .78140 +70140 +70140 .7W49.9 .70168.1 +7a40 +7aT7.8 +7a-762 .70V40 +/e8.9 Nd4 +7a61.2 on 5051tP +70190 .7W-90 .70/9B .7W-W +701M .701-w +M/40 +70190 .70190 +70140 .+7a40 +7a-90 +7016B.8 +7D/61.4 +70)-811.8 i 6D' +7111-90 +70190 +701-w +701-9D +70o-90 +M/40 .711140 +70140 a0f40 +70164.6 .70)54s .7W64.6 &T .701-9D .70/-90 .7a-00 +701-0 .7D/4o +711w +M/40 +70r-86.1 .701-79.9 +701-79.9 6T .7WA7 +7a-w .IW-w +701-97 +7W67 .7d636 +70f .6 +7a.79.1 72 +7W-w +7d-W .7d6&2 +7W-79 +7a-M +70?Z46 .70fa4s M 76' +7W-9D .7W-w I+7d95.B +7G7-74 +7W74 BC +7111-90 I a7a4o +7a90.8 INOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3FORANYADDRIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY - TUBE. A. L1'NIV h!IL•�R, P.E. F.E.F 587D5 O Design Pressure (psgfor Single WlrM". All Anchor Gmula Wi d- Width ruder 23' 1 2515118' 27-718- 30314- 37 34' 37' Ar 5341W 6D• under 23• 25.15/16- +9a-130 +901-130 1 +9a-130 +SW-Iao +9a-130 +W-130 +9a-120 +9a-130 +9d-130 +9d-130 +95-130 +9d-13D +9d-130 +90/431) +9d-130 aW-130 +9GF-130 +M-130 +9a-130 +901-130 37. +901-130 +M-130 +9a-130 +901.130 +901-130 +901-13D +9a-130 +901-130 +901-13D +8d-130 Fd 50-SIS' +9a-130 +901-130 +901-130 +9a430 +91V-130 +911f-130 +9a-130 +9111-130 or +901-130 +ed-130 +9d-130 +901-130 +9d-130 0d-130 +901-130 (i3' +9a-13D +9d-130 +901-130 aW-130 +9a-130 +901-130 +W-130 67' +9d-130 +9d-130 +9a-130 +W-130 .9a-130 +9a-13D 77 +9a-130 +9a-130 +901-130 30 +9d-1 +W-130 76' +9a-130 +9a-130 +9a-130 +9a-130 84' +9d-130 +SW-130 +901-130 FOR GLASS TYPES: 5) 718" LAML IG: (3/16" AN - 1/4" AIR - 3/16" AN - :090" SG - 3/16" AN) 6) 7/8" LAML IG: (3/16" T - 1 /4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLAS Y KURARAY AMERICA. INC. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS WINDOW AND WIDTH QUANTITIES. Design Pressure (ps1) kf Wi bm Atteohed to e Vertical From Assembly Tube iMrdow Wirth m wder23' 2545116' 27-7/8" 30314' 32' 34" 37' 46' 53.1/9' fill' AnoMrGroup Anchor Group Arches Grail Arch. GmuP Anchor Group AncterGrouph.tr""p Anchor Gmup Anchor Group Ancror Group A B C 1)A B CAD A,CAD. B All At A. CAD B A. CAD B AN A8 All ender 23- 2S-1a16' +TV-9D +Td-BD .7a9D .7a9D +70/M +7a9D +701A0 +7a-90 «m-90 +7d-eo +7w9D +m40 +79-90 +Td40 +7111.90 +m9D ♦701-90 .Ta-90 +7a9D «m-90 +701-90 +Ta-90 +7(Y-90 +m-9D +701-9D a701 DD .7d-90 +7a-90 +m•90 amaD +7d9D .701M +m-90 +70/A0 +7o1.9D +73f.90 39' +701-89.9 .7a•70.5 +7a90 .701-90 +7a-79.7 +mED +m30 +7d8D +7d-90 +701-90 +7d-90 +m-90 +7d90 +m-90 +7a•90 +7a-90 am-90 +7a-90 505I6' +169.3 ./{A.3 +701-90 +70/M +f61.4 +m-9D .7d-90 +7d-80 +mb9.8 +m-9D +Td-90 .m-BD +Td-80 .7d-90 a70%90 .7Dl�D 60• +168.6 ./-05,H +7a64.7 N01-9D +151.8 +m-81.2 +701-90 47V-90 +701-75.8 +m60 +7a•90 +m•90 .7aS0 .m-DD +7a-&SA 8.1' +/5&T a/-03.6 +7d60.7 +7a69.5 +f-09.3 +Id-77.3 +m40 +m4D +m-72 +7a50 +7a-W +m-W +7a66.5 +m•90 +7a61.3 10" MAX. FRAME ASSEMBLY TUBE WINDOW HEIGHT I ADDITIONAL "��11 WINDOW WIDTH I YY�� ANCHOR (4). IF REQ Dagn Passureos5 forWlnOars AIW-hWtoa Hol=tal Frame As mbyTlee WIndOY With R urRr Mr 25.15116' 27.718' 9D314' Sr34' 9A 46' 69-1/8' 60r Antha Group Ardor Grow Amhor Gmp Archar Gmlp AfKhor Gawp AmWGmup AmhwGmup Amtla Gmtp Archdr Gmtp AMhaGWP At AB All A,CAD 1 B ACAD I B ACAD B A D A B CAD A B CAD A B C D rode, 23' +m40 +7090 +7d-90 +m90 +701-®.4 +701-90 +m4l&9 4701-8D +70160.8 +70'-0D -90 +7a-783 +159.7 +7a-90 V-65 +/s.7 .701.90 NLB.5 +1d5-6 +7a-84.7 +7a6D 25-15/15• +70/-90 .70190 +7aAD +m-00 +7a9D a7a4D +7a40 .701-90 .7a9D +7ab4 -00 +/-675 +7a40 +71V-90 +168.5 +701 +7aAB Nb1.8 .7aE1.2 .7a-90 aab0 39• +m-9D .7a90 ♦7d90 .70/90 +7a9D +701-9D +7a9D +m-90 +70/40 +7a-90 -90 +7D/M +70140 +m-90 +7a-90 +7d-00 +RJh9D +m46.2 +7DE1 +701M .7d4D 60-SW +m-W +7a90 +7a40 +70M)D +7a40 +70PM .71IM .m-90 +70/40 +701-00 90 +7D/-9D +7d9D +7d-9D i 60" +7a-90 .m90 .7d40 +70190 +7d90 +701-M +701-0D +m40 .m90 +m90 TOM01-90+71Y40 90 +7a9D +7a9D .7a90 +m90 +7a90 +7D1+A +7a9D .7W .70140 .7 -9D - 67" +7(V4D +m40 +70f90 a70140 +70f40 .m-M +70140 +m-90 .7a91) 72• +7a40 +m-ai +T(V40 +70r40 +7a40 +7111-90 +7014D T6• +m40 +701-00 .70f.0 .701-00 .7090 84' +m-90 +7019D .70f9D NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THEFRAME ASSEMBLY TUBE. ' i- FRAME WINDOW ASSEMBLY HEIGHT TUB 1W MAX. WINDOWI �1 WIDTH ADDITIO ANCHOR i'�- (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT RFVISED a ceanpl7ing with the Florida Raild'ntg Cnde 16-v I Acccpteace rlo T 4.23 ExpiraYroD Dstel� ByeuMi . ePralact LLI o6 1 � o (' lL x W O Lu IZ 1Q- WLU cn O oz 8 $ o � 0 a LI1 z z a U) o0 z d� a m oIm „W u m m 2r� r N p x SV mra Q rZco 0 >dx on Z oz w ^ u 6 ,(�f�_I6 ' A?LYAd�,LLER, P.I- P.E11S8705 TABLE 20: Item Dwg. # Description Mat 1 7002 Main Frame Head, Sill &lamb 6063-TB Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom&Side Rail ew T6Alum. 4 7008 Frame Comer Key Steel 5 70D9 Sash Comer Key Steel 6 7078 1 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri.187" x .275" Flax PVC 70 30 7024 Maxim Multi -Point Lock Steel 11 7026 LockSupportPlate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 1 7015 1Tle Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator BackinPlate Steel 19 7051 Operator SacerBlodc Nylon 21 7034 O eratorTrack&Slider Steel 22 7023 Projected Hinge, Manuf, by Truth Steel 24 Snubber, Anti -blowout ClipSteel 32 1713 Setting Black 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7035 Bead B 6063-TS Alum. 36 7042 Bead C 6063-TS Alum. 37 7059 Bead D 6063-TS Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1 122.5 Vin I Bulb Wst Thin Flex PVC 70 50 Dow 899Silicon Backbeddin 60 7006 Screen Frame 31MH14Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 1 134 Add -on Flange 6063-TSAIcm1. 71 7004 Frame Ass Tube 6063-TB Alum. 72 Maxim Pivot SliderAssembly Steel 80 #8-32x 2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SIAS Stainless Steel 82 48 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" F.H. Ph. SMS Stainless Steel 84 #8 x 1" Fl. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS I Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #lox 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 1#12 x 1" Ph. Pn. TEK Stainless Steel AS R TAE 86 Revised By: Dote: Revision B. PRODUCT 2GVISED � complyiay �vilh tho Florida Build* Code Aecep%ocer3o 16-0 140 L*>pimfan Due ` Ia5 BI - D¢de Product Revised Hy: Dote: Revision A: •. D-1piron: BOM AND CORNER VIEW Drown fir. J ROSOWSKI 1070 TECHNOLOGY DRIVE N. P.O.I BOX 1529 75 NOKOMIS.' FL 34274 Tile: AWNING WINDOW DETAILS - LM & SM Dole: 08/08/12 •ei :; '' %`- ' •` /!•�• � •,' .' ='`, : •,' �J•rrl,!��;.'.'" Series/Model: Scale: Sheet: Droning Na. Rer. A. LYNNMILLER P.E.CERT, P.F� 58i0.5 AW-740 NTS 10 OF 11 MD-AW740LM B OF AUTH. #29296 SILICONE HOT -MELT BUM STRUCTURAL SILICONE STRUCTURAL 1/4• NOM FOAM 3/16" NOM. ?OLYISOBUMEN WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS \—INT.GLASS C/U/ \—INT.GLASS KODISPACE SUPER ioo 4SG TPS 8 SPACER@ NXT'"' , BUM & DESICCANT FOAM EXT.GLASS�, 4"�v \—INT. GLASS 102DURASEAL® SPACER POLYISO- BUTYLENE SEAL ROLL -FORME STAINLESS STEE EXT. GLASS DESICCANT FILL AREA 5l16' NOM. SILICONE SEAL "C(/ —INT.GLASS XL EDGETM Part# Description Material 100 Kommeding 4SG TPS Spacer System See this Sheet for 101 Quanex Super Spacer nXr with Hot Melt Butyl 102 Quanex Duraseal Spacer Materials 103 Cardinal XL Edge Spacer RCr.—V C I CJ I RCrV R IJ: r l L-a(I,, atlas.. Y .O 43 NOM.4* 2.819' I .062' 2.701' .�9• NOM. 1.159' .062' 2.139' 2.784- .093' O1 FRAME HEAD, 3 SASH TOP, 71 FRAME SILL & JAMB O BOTTOM & SIDE. ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T61 #7004,6063-T6 040^ 1.000I I 1 � .441' 1 .423' 095" FIXED os3 .093" J OANCHOR PLATE SCREEN FRAME ADDON FLANGE #7071, 6063-T6 60 #7006, 6063-T6 70 #134, 6063-T6 .523 .060°.706" .050• .865" It .865" lS 7 O35 BEAD B 36 BEAD C #7036, 6063-T6 #7042, 6063-T6 .172" .870' ,050" . �— .569" 37 BEAD D #7059, 6063-T6 ' Revised By: Datr. Revision B: ..I ..Y . . Revised By: Date: Revision A ® Description: Drawn By. EXTRUSIONS & SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 AWNING WINDOW DETAILS - LM & SM 08/08/12 • ' P.O. BOX 1529 NOKOMIS, FL 34274 /_� Se—/Idodel: Scale: Sheet: Dralving No. Rev. A. LYNwAu R, P.I- CERT. CF AUT}i. �29296 AW-740 NTS 11 OF 11 MD-AW740LM B PAA W05