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Home My WebLink AboutNOA Series AW-740 Aluminum Awning Window LMIMIAMI•D1ADE MIAMI-DADS 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) WWW.miamidade.aov/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°' Alnminam Awning Window - L.M.L APPROVAL DOCUMENT: Drawing No. MD-AW740LM,• titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING Large and Small Missile Im act Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user by the' manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No MIAMMADE COMP 17-06�i4.20 Q Expiration Date: April 11, 2 A j 1 V Approval Date: September 05, 2017 �f Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12; with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. - B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic. Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale 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. 16-0 714.23) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-04 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 10/03M, signed Jand sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th 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 Manuel Pere Product Control Exa in r NOA No.17-06 .20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014) and FBC 6tn Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest; dated. June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.23) G. OTHERS 1. Notice of Acceptance No.16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11/18. Manuel Perezt-0 P Product Control Exae NO) No. 17-06 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE W 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 ANCHORTYPE, 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 1-11Y 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. 1 19' MAX O. C L - 4' MAX f DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE SnCK 7II GLASS CLASS STACK I�jIT'I/ .090'TROSIFOL®PVB 090•SG® BINVCWRARAY 11B'ANNEALED I III I.�BY KURARAV ana•auucnl rn I AI-'T AMERIG,. 60• WIDTH EXTERIOR SY VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR REQD IF WINDOW IS 27-71W WIDE OR LESS B• S� (HEAD &SILL) 12' MAX FOR UNITS OVER 39'TALL Ct SSET2 OTHERWISE 4' MAX. �118• ANNEALED I �—_31`16' ANNEALED GLASS GLASS EXTERIOR NFI 11/18'GLISS BITE n 111KCGLASSBRE \:v v - GLASS TYPE 1 7A1' NOM. GLASS TYPE 2 GLASS STACK SRV LAMINATED GLASS STACK 39' 1/B'ANNFJLLED HEIGHT GIA55 A, SEE 711VAIRSPACE .09V TROSIFOL@ PVB SHEET2 32. 11W ANNEALED OR BY KURARAY VISIBLE TEMPERED GLASS AMERICA, INC. FGLASS LIGHT 31 FATED HEIGHT EXTERIOR (DLO) 37 3 11H6' GLASS BITE S' MAX 1—� 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 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 GENERAL NOTES .............. _............. 1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.......................................1 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 E13DO. DESIGN PRESSURES ..................-.. 5-9 B. POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILSIBOM............- 10 PRESSURE, STRUCTURAL TEST PRESSURE, FRAME I EXTRUSIONS/SPACER................... 11 ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7061, 3579.358D, 3724'. ELCO ULTRACON NOA: ELCO CRETEFLEX NOA' ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Types Sheet # 1 5/16' Lemi (1/S' An - .090' PVB -1/8' An) 5 7/16' LBmI 3116' An - .090° SG - 3/16' An 6 _L 3 7/8' Lemi. IG (1/8' An - 7l18' Air- 1!8' An - .090" PVB -1/8° An 7 4 7/8' Lemi. IG (1/8° T-7/16' Air-1/8' An -.090° PVB -1/8° An 8 5 7/8' Lemi. (G (3116' An -1/4' AU - 3/16° An - .090' SG - 3/16' An) 9 6 7/8•Lemi.IG(3116-T_WePr-31161An-.090'SG-3/16'An) 9 •PVB'=TROSIFOL PVB BY KURARAYAMERICA, INC. 'SG'-- SENTRYGLAS® BY KURARAY AMERICA, INC. CODES/STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), BTH EDITION -2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-04 -ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 -AISI S10042 -AISC 360.10 �A,' SSE ••4F's NO.58705 *' f;7;11 A LYNN MILLER P.E. GLASS TYPES 3 & 4 71W NOM. �JGLASS STACK ATED T-1 GLASS STACK GLASS STACK 111'AIRSPACE 3M8' ANNEALED GLASS 3N6•ANNEALED .090• SG(D BY KURARAY ORTEMPERED GLASS AMERICA, INC. V16• ANNEALED GLASS EXTERIOR a^ 11116• cLAss BITE r 111_�__Ermi MLCEATI N. VENICE. FL 342' (941) 480-1600 COPYRIC4902017 GLASS TYPES 5 & 6 .r d b)- aura: Revision JR 05/25/17 UPDATED ANCHORAGE PER FBC 2017. vised By: Dote: I Revision PRODUCTRBVISSD w complying whbw th1 Flmi& I GENERAL NOTES & ELEVATION I J ROSOWSKI I AWNING WINDOW DETAILS - LM & SM 1 08/08/12 AW-740 I NTS 11 OF 11 I MD-AW74OLM I C INSTALLATION OPTION 1 EDGE _ DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 0 HEII FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMBIHARDWARE yaw 1HT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. 22 ATTACHED TO FRAME 8 VE JAMB 0 ATTACHED TO FRAMEJAMB ATTACHED TO VENT JAMB 4 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. EDGE DISTANCE CONCRETE(CMU PER ANCHOR E EMBEDMENT REQUIREMENT TYP. ANCHOR . . TYPE, EMBEDMENT AND EDGE < DISTANCE PER SUBSTRATE, SEE .- TABLE 3, SHEET 4. `O EDGE DISTANCE j- ATTACHEDTO FRAMEJAMB EMBEDMENT ATTACHED TO 70 OPTIONALADDON VENT JAMB FLANGE (p) HEAD, SILL 8 JAMBS INSTALLATION . OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 114' MAX SHIM SEE Al, NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION ATTACHEDTO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. ATTACHED 2) ALL WOOD BUCKS LESS THAN 1-10 TO FRAME THICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-lir THICK OR GREATER. IX 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 � 1g 7 OR ARCHITECT OF RECORD..MAXIMUM SHIM THICKNESS TO BE Ile. 1X WOOD BUnL CKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM DNCRETE ••. E T ENT :RANCHOR .. EQUIREMENT .. �. EDGE DISTANCE VERTICAL SECTION B-B INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL BUCK WIDTH 1 I (nit/ ATTACHED TO I I VENT SILL ATTACHED TO 35 37 FRAME SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HnR17r7NTAl RFCTION A -A DETAIL BELOW 4 I In 1 /n 1 V V I 10' MM I L—r SEE DETAIL AZ BELOW DETAIL A2 . * No. 58705 (((!(�� p0 '• TE F� 107 0 TECHNOLOGY DRIVE �i (� •' OOR1Dp.•' • \�� i, N. VENICE, FL 34275 S+ ....-• �� (941) 480-1600 A LYtAI IAe lm P.E 02ot u" uu nrrs'uw. P.ER 58705 CERT, OF AUTH. #29296 51V 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: Addillm.1 Anchm RegWrtM on each Sido elUm Frame Assn Tuho A u Whuiow Wkhh Anctw A I S. CA D 1T-2Sa' 1 D 2V+ 1 1 r- LL Wlndttw HaWd Anchor A:: B, C 1i D i 1T-25 1 0 26'+ 1 1 e[e: Revision 05/25/17 NO cHA ate: Revision STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. --T EDGE DISTANCE ODE APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD. EXTERIOR V , VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 PRODUCT REVISED m complying vtitb the Fimidda Buildeog Code-0614.4?A ncrepmaaa Tao fi:cpimtbo Doe THIS SHEET. B pa GENERAL NOTES & ELEVATION J ROSOWSKI VIM: I Del*: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Modal: Scala: Sheet: I Drawing No. Rev. AW-740 NTS 1 2 OF 11 1 MD-AW74OLM C AWNING (X) WINDOW HEIGHT / 1 WINDOW WIDTH I �7 I I�- 740 SERIES AWNING EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET4. 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 WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WND O W ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: � 10'. SEE NOTE 7, THIS SHEET - - FIGURE 2: 740 SERIES AWNING WINDOW 10 C D/ FRAME ASSEMBLY 10', SEE NOTE 7, D TUBE THIS SHEET 740 SERIES \ —CASEMENT II �� WINDOW, j 740 740 SERIES FRAME ES E AWNING ASSEMBLY AWNING FRAME WINDOW TUBE WINDOW E ASSEBELY�� 11 � \ 740 SERIES FIXEO WINDOW'\ •SEEPRODUCTSNOAFOR r INSTALLATION SPECS 1 I 1 IIVj 740 SERIES AWNING mEm9m*22!9 r L nWNING # XSINS THROUGH L I FRAME ALLATION HOLES TUBEMIN.#'12 X 1'SMS T40 SERIESTHROUGH j'ERIES ;FRAM4E CASEMENT INSTALLATION WINDOWHOLES 740 SERIES AEXTERIORAWNING WINDOW TUBE WINDOW EXTERIOR EXTERIOR HORIZONTAL SECTION C-C a a 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 740SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL V41NDOWS, 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 FASTENED TO WINDOW, AS SHOW IN CASEMENT DETAILS, WITH MIN. #12X I- SHEET WINDOW' METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. FRAME 5) TH E FRAME ASSEMBLY TUBE MAY TUBEMBLY NOT EXCEED 62- IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE MIN. # 12 X USED IN TEE OR CROSS _1'SMS CONFIGURATIONS. THROUGH INSTALLATION 6) THE FRAMEASSEMBLY TUBE IS NOT HOLES REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-0 VERTICAL SECTION E-E 740 SERIES 7) FOR ALL COMBINATION UNITS, FIXED ADDITIONAL INSTALLATION ANCHORS CASEMENT MAY NEED TO BE INSTALLED - WINDOW THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. 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 (PS19 FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' ORDEStGN PRESSURE (PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WNDOW ANCHORS 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 24. 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). Ad*LWW Anct mRaq trod on mh SNe of the Fmme Asaambly Tube (FAT) a WkAow Wldih Arclor A B, C 6 D 17'-25.ir 1 0 264 1 1 LL Whim Heiptt Archor A B, C 8 D S. 17'-288' 1 2r+ 1 1 PRODIICTREVISM w�p1wkht*liPa" EWI Dmc By Mieai Desb I W Z 0 H _j Z o co W Q in F 0 LLT } .o m 0 0 $p 0 W Z Z O O ..w � 0 0 m' 0 Q 4 Z ALL 1= Q LL 0 cM tZ 0 ti Q i ='t :. LICENSE • :� i * : No. 5588705 OF 7�0/NAL E�� A LYNN LGII.L�)ttd E TABLE 2: Window Anchors Required Window Width n under 23" W25915P1 27 7/8" 303/4" 32" 34" 3r- 1 46" 53-1/8" 60" Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group Anchor G up Anchor Group Anchor Group Anchor Group A I B I C D A I B C LD]] A B C D A I 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" 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 2 2 2 2 2 2 2 2 2 Heed/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4.4 4 4 4 4 4 4 6 4 414 6 4 414 8 6 4 4 8 6 6 4 5-15/16` Jamb 3 2 2 2 3 2 2" 3 2 2 2 3 2 2 23 2 2 2 3 2 2 2 3 2 2" 3 2 2 2 3 2 2 2 3 2 2 2 Head/Slll 2 2 2 2 4 2 2 2 4 2 2 2 4. 4 4 4 4 4 4 4 4 4 4 4 6 4 4 &Z 8 4 4 4 8 6 4 4 10 6 6 4 39' Jamb 5 3 3 2 5 3 3- 2 5 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 -2' 6 4 3 2 5 4 3 2 5 3 3 2 Head/SIII 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 10 6 6 4 10 8 6 4 50-5/8" Jamb 7 4 —2 4 —2 4 7 5 4 4 8 5 4 4 8 5 4 4 8 5 5 4 9 6 5 4 9 6 5 4 9 6 5 4 Head/Sill 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 a 60" Jamb 8 5 5 4 9 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 10 7 6 4 10 7 6 4 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 477 4 4 4 4 6 4 4 4 63" Jamb 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 67„ Head/Sill Jamb 2 10 2 6 2 5 2 4 4 10 2 7 2 6 2 4 4 11 2 7 2 6 2 4 4 11 4 7 4 6 4 4 4 11 4 7 4 6 4 4 4 11 4 7 4 6 4 4 6 4 4 4 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 72„ Jamb 10 7 6 5 11 1 7 6 5 1 12 8 6 5 12 8 7 5 12 8 7 5 Head/SIII 2 1 2 2 2 4 2 2 2 1 4 1 2 2 2 4 4 4 4 4 4 4 4 76' Jamb 11 7 6 5 12 8 7 5 131 a 7 5 13 8 7 5 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 84„ Jamb 12 8 7 5 14 9 7 5 14 9 8 5 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 vQr- r nra r AWLE rum ALL WINDOWS PER THE ELEVAI IONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? A #12, steel SMS (G5) S. Pine 518 1 1 8' o 6063-75 Alum. 3/8" 5/8" .063" No A36 Steel 318" 518" .05(r No A653 Stud, Gr. 33 3/8' 5/8" .04V. 20 Ga. No #14, steel SMS (G5) or#14, 410 SS SMS S. Pine ale" 1" 1-W No 6063-15 Alum. 3/8' 518" .063` No A36 Steel 318' Sir .050" No A653 Stud Gr. 33 318" 5/8" .045% 20 Ga. No 8 1/4" steel Uitracon 2.85k Concrete 2-1/2" 4 1-3/8' No Hollow Block 1' 8" 14/4" No Hollow Block 2-112' 5" 14W No 1/4' steel Uitracon Hollow Block 1" 6" 1-1/4" Yes C 1W 410 SS CreteFlex 3.35k Concrete 1" 5" 13w No 7 Hollow Block 2-1/2' 5" 1-1/4" No #12, steel SMS (G5) or 912,410 SS SMS S. Pine St8" 1" 1318" 1 Yes 6063-15 Alum. 3/8" 5/8" .0713" Yes A36 Steel 318'krLWV44149 .050" Yes A653 Stud Gr. 33 3/8`.045` 18 Ga. Yes #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1.318" Yes 6063-75 Alum. 318' .0713" Yes A36 Steel 3/8' .050' Yes A653 Stud, Gr. 33 318'.045". 18 Ga. Yes � 1/4" steel Uihacon 2.85k Concrete V 13/4' Yes 2.65k Concrete Hollow Block 2-1/2' 13/8" Yes 2-1/7 14M Yes _ PT,F. tledlBlook7ff% 3.35k Concrete E2A1/2`� 16 i�dj!&r '7 1Ys'M1/4" 410 SS CreteFlex 13/4" Yes 3.35k Concrete 2-1/2" 1 6' 1' Yes Hallow Block 2-V2`M51 1-1/4" Yes 5116" steelUltracon 3.5k Concrete 1-1/4" 13W No - Hollow Block 3 1/8" 14W No Filled Block 2-112" 13/4' 1 No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +70/-70 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Material Min F, Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraConS 155 ksi 177 ksi 410 SS Elco CreteRex@ 12T4 ksi 189.7 ksi 6W3-15 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 1 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 61" TABLE 4: Head Snubber Locations Glass Type: PVB (Types 1; 3 & 4) SG (Types 2, 5 & 6) None Required 20" max. from each end & 20" max O.C. SAMPLE CONFIGURATIONS: 'X1 ,X\, I iX O 'X ;\ '`, X \ O 0 f X\ 0 X 0 rX ; X`� jX\; ! \ / 1 O�edso O zp\ O O � 0 P •( P � 10" 4 0" 4' 4" 4" --� 4" �-- 26" 13" .+. 34" 10.6" 4" PRODUCT REVISED as campi)ing with the FWds Building Code Acceptance No �7�0(ot4.1�b Bate By A U) _I O m < � 0 z � Q C/) 06 �, FW- � r � Z LL O Q J m� 0 00 0 F- cV o Z Q o z Lj U00 O W O a f� _z Y Y S 0 ng ti � CQ o= z a 4 _ r� r43 W ED ® ? ut rn N 0 N >- M CO R fl �L' o 0 00 C!) (4 0 o a wZ 0~rz L" �; O (3) IL J v Q 0 Z W r 0 .�`%%-fi1Y LYNAI CEN _ * : No. U705 O•c� •. T�(dF • �L. %its ' •.!�[ OR1QP. •''G��.• TONAL tS \ \\\ A. LYNN MILLER, P.E. P.E.# 58705 FOR GLASS TYPES: TABLE 5: Design Pressure (pst) for Single Windows, All Anchor Groups Window Width under23" 27-7/8° 30-314" 37' 34° 3-r 40' 63.1/8, 60" under 23" 125r' UA +70/- 90 +70/-90 +701-90 +70/- 90 +701-90 +70/-90 +70/` +70/- 90 +70A 90 +70/-90 +70/-90 7,0 !)D +70/-90 +70/-90 +70/-90 +701-90 r+�7.0/fi90 +701-90 +701-90 +70/-90 +70/-90 +701- 90 +7o/ 90 +701- 90 +70/-90 +70/-90 + 6rso +701-90 +701-81.1 +70/71.2 5D-5/8' +70f- 90 +70/-90 +70/-90 +70/- 90 +701-90 +70/-90 +70/-89.2 +70/47.9 = 6(r +70/-90 +70/-90 +70/-90 +70/-86.5 +701-83.7 +70/-79.6 +70174.3 63" +70/- 90 +70% 90 +70/-90 +701.82.3 +70/-79.4 +70/ 75.6 +701- 70.1 fir +70/-90 +70/-90 +701- 83.5 +70/- 76.3 +701- 73.4 +/- 69.4 72' +70/-90 +70/-87.2 +701- 77.4 +/- 69.3 +/- 65.4 76' +70% 90 +70/-84.6 +70/- 75.2 +/- 65 W +70/-90 +70f- 80.4 +701- 70.8 TABLE 6: WINDOW HEIGHT I -WINDOW_.. WIDTH 1 1) 5/16" LAM 1 (1 /8 AN - .090" PVB -1 /8 AN) "PVB"= TROSIFOL" PVB BY KURARAY AMERICA, INC. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psi) for Windows Attached to a Vertical Frame Assemtiy Tube T Window Width u� under 23" 25-15/16° 27-7/8" 30-3/4" 32° 34" 371 46" 53-118° 60" Anchor Group Amhor Gnxp Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AM hor Grail A B C D A B I 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 All AU under 23" 25-1&16" +70190 +70/-90 +70/-90 +70f-90 +70/40 +70/-90 +70/-90 +70f-90 +70/-90 +70/-90 +70f-W +70/-90 +701-00 +70t-90 +70/-90 +70/-90 +70/130 +70/.90 +70'-90 +701-W +70%90 +70/-90 +70/-90 +70/-W +70/-90 +701-90 +70/-90 +701-W +70f-90 +701-9D +70/40 +70A0 +7a-90 +701-W +70/-00 +70/.90 +70Y-90 +7a-90 +70/-90 +70/-80 +70f-90 +70/-90 +70f-90 +70/-90 39" +70/-90 +70/ 7&2 +70r-89,9 +70/-90 +70/-83.1 +701-W +70%90 +70177.4 +701-00 +701-90 +701-90 +70/-90 +70/-90 +70/-W +701-W +701-00 +70/$7.4 +70/-9D +70r-90 +70%90 +7W81.1 +70171.2 g50-&&' +701-723 +/-57.9 +1-69.3 +70/-90 +/-64 +7N-90 +70/-90 +/-59.6 +701.90 +701-90 +70/81 +70/-90 +70r-77.9 +70/-90 +701-73.3 +701.90 +h67.3 +70V-W2 +/54.2 +70/77.9 61 +/-61 +1-48.9 +/58.5 +70/-90 +/51 +70A&6 +70/-00 +/-50.3 +70%80.6 +70/-M +/58.4 +MI.86.5 +/-M7 +70/537 +1.61.8 +70179.6 +/Z6.6 +7(Y 74.3 63 +/-M1 +146.5 1 +/55.7 +70/-88.7 +/51.5 +70/.825 +701.00 1 +147.9 +70t-76.8 +701-90 +/-65.1 +701-823 +1626 +70179.4 +/58.9 +70r 75.6 +154.1 +701-70.1 TABLE 7: 10" MAX. -►{ FRAME ASSEMBLY TUBE WINDOW HEIGHT ADDITIONAL WINDOW WIDTH ��_(4), ANCHOR 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. Design Pressure (pst) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27 718" 3"4" 37 34' 37" 46" 53-1/8" 60' Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All AO A 1 B 1 C& D A B C& D A B C D A B C D A B C D under 23" +701-90 +70/-90 +70/-90 +70%90 +701-90 +70/-90 +701-86.2 +701-90 +70/S0 +70/ 79.2 +70/-90 +70179.5 +/-63.7 +70/ 76.3 +70/-90 +/-W.9 +/-65.2 +/-66 +70/-90 +/-61 +/-48.9 +/5&5 +701-90 25-15116" +70/-90 +70/-90 +70/-90 +70/-90 +70/50 +701490 +70/-90 +701-90 +701-87.6 +70150 +70/-90 +70/ 70.5 +70/50 +70/-90 +701.90 +/51 +70/a +70/-90 +70/-90 +/54 +70/-86.6 +70/50 +70/-90 _ 39" +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/50 +70%90 +7o15D +70/57.4 +70/50 +70/50 +70/ 70.3 +70/-75.1 +70/-89.9 +70/50 +/50,7 +/55.1 +701-77.8 +70/51.1 +/-44.9 +/57.6 +/58.9 +70/-71.2 r 505/8" +70/-90 +70/-90 +701-90 +70/50 +701-90 +70/-85.5 +70/-90 +701-90 +70/-78.6 +70/-89.2 +70/59.2 +/-63.2 +70! 77.9 +70/-77.9 +70177.9 60" +70/-90 +70/90 +70190 +70/-86.5 +701-83.7 +70! 79.6 +70/ 79,6 +70%79.6 +70/ 74.3 +70/-74.3 +70/ 74.3 63' +70/-90 +70/-90 +70190 +70/-823 +70/ 79.4 +70/ 75.6 +70175.6 +70/ 75.6 +70/ 70.1 +70/ 70.1 +70/ 70.1 67° +70/-90 +701-90 +70/-83.5 +70/-76.3 +70/ 73.4 +/-69.4 +/59.4 +/-69.4 72' +70190 +70/-87.21+70/-70.6 +70/-77.4 +/.69.3 +/-65.4 76' +701-90 +701-84.6+701-75.2 +/55 84° +70/90 +70/50.4 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME WINDOW ASSEMBLY HEIGHT TUBE B. 10" MAX. DITIONAI I WINDOW I ANCHOR _ �I WIDTH Imo- (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. M#3mfcT REVISED as asmoying e*ith the Ifmid8 Budding Code Ameptance N, Ewpiration Date By NTIanu ftodud U Cfj W J O Q a It Q 3 W !- 1 D J L_ W a =0 N I` N W 0 N o ? °Z O O u) O 0 0) W p Z �1 Y 0- 0 O cf) Z Z O m O C a� ULU Z w (0 �Lo rn ® O N O il i M O n 2to M c� 0 .D w 0C) H WZ 0 � U' � C)� a� o^> Z O U .�� 'ONY LYNN • 'Z Qa • ' �10EN4•. ! * : No. 58705 ��C�s''• c�ORIOP ••''•\�� L A��1+P111 AAIP.E. P.E.# 58705 DeB%pn Presque W 1br Shp. WkWum. A0 Arch Gmrps WYd=Wlah older 23' 2515NS 27.7/r 3MIrfl*.-113-1 Sr 3r 4T witr 6P um23• .Bd-130 «9d-t90 +85/-730 .ed43o .Bd-t30 «tld-735 «9d-t30 .Sd-130 «ed-1311 25-1fi1t6' 48W130 +Bd-13D +SSF130 «Gd-13D +Sd•130 .Sd-130 .8d-130 4id-1w 4Sd-130 39' .430 +Dd-130 +.4. 4.1130 1-130 +Dd-t30 + 118 +900AW -=42S.S +Dd-73D +Sd-130 «0d-130 48d-13D 49d.30 +Sd•13D «Bd-130 W +9a-130 +9d-t30 +DO•-t30 49N-t3D +00I-t30+801-t3083 +W130 +W130 +DD'-130 +Dd-13D QW-13D «9d•12" W' +D01-130 +Sd-130 +ed-13D +W13D +W 43072' +80%130 +9d-13D .Sd t30 +Sd-t30 7B' 4W1.131 +9d-730 4W/.130 +001-t30 S4' 4901-1W +Dd-130 +9d-13D FOR GLASS TYPES: 2) 7/16" LAMI (3/16- AN - .090- SG - 3116e AN) ;G'- SENTRYGLAS%Y KURARAYAMERICA INC. SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS I II AND WINDOW WIDTH `� QUANTITIES. ono Pantos (pM*rWIr*=Amw4edm■VerdcdFr AssmftTbe V*dowvAa utlY2r 25./&W 27-71&• 303N' 32' 31• 3r 4r 53-Wr W AmbwGMp AmhwCrap Archw Crap Amtw Crop AMW&MV AmhaGrap Ald-Gray Ardhw Gray ArWor Gray Andes Crap A 8 C D A B C&D A B I C&D A B.C&D A B.C&D A B.C&D A B C&D AN AN At .23' 25.15MW .7d4D .71V40 +70'-91 .70FW .7d-W +701-9D .7d-W .Td40 .7dm .TW40 .70FW ,70140 *NMI, .TOFW .7d40 •Td40 7a-00 •7d-00 .7d-00 •70FW .70M +TNM .701-00 .7d-0D .71Y-SD .701-M .7UW .701-00 .7w4]0 .71)1-00 .TddO ,7WM .701430 +7UW .7ds0 .ram .70fa 47W-00 .m-0D +Ta40 .7d-0D .701`40 .70ti0 .721-00 37 .TOM .7w-75.2 •7DK&0 .Td-W 47d1W .704W .70M .701-90 .703 .7d-B0 -TOM .7UW ,7w-0D gd-90 .7W8W .7dA0 .7010 .Td.00 .TwEO +Td-0D .7d40 .76W0 5D615' +T0F723 +WA .1493 .7" .70FS0 .7d40 .70M +7W-U4 .70FW .70AW +701-01 +70O4D .7d77.9 .70)-00 +701-733 +7d40 +7DF59.0 .T01-00 .7d40 +70f40 or #141 +14&9 +14&8 470M 4701-01.1 +701-WO +7U90 +701.75.6 0W.W.5 +711PW -14&4 +70,40 -145.7 .70W +181.S +7d-0D .71V-7&5 .Td-0D .701AD BD' +148.1 +M8A .145.7 .Tdd&7 QW77.2 -7014125 77a-00 .70f71.9 OW-789 .7d-W .11&.1 .7d-00 -MG .7dA0 ./d8.e .7W-W .7d-7227701M.7 .7dm 10' MAX FRAME ASSEMBLY TUBE WINDOW HEIGHT I ADOmoNAL WINDOW I ANCHOR WIDTH (4). IF MO. Destyt PMswe Gdptr WW= ARshed t0 ■HD MMA R=m A5 bly 7h0e WtdOw VAM R esde23 2i15na 971&' Ws1e 3T 31' 31' 4b' S3-vet W' AMhDr a.W Amcor Glop ArAW Gmp Amhw C w Amcor Gmw AntWGrMp Amra Glop AmtdrGM0 AmhDrGrap Awomup mh AN Al A9 A0 A3 A B CAD A B C&D A 8 C D A B C D A B C D ur"zr 25.1&w +Td40 +7a40 +7U1D0 .70.W0 .701W .70f-0D .7a40 +7d40 +7d40 .7W40 .7d4D .70f-90 .70ffi2 71Y40 +75140 ♦7WW .7&40 7" +M722 .7014W .7014R +70140 .7a7D3 +7a-0&1 .14M7 +70F4D 7&4&3 ,70)LW 7d40 +719-00 74&D +7006.3 OM2 QW410 +146 +7a-0D .7W40 +70140 +141 W.5 w40.0 .708&6 .F6&5 .7a40 ,70140 .7WM 3D• .70f41) .70'40 .7a4D .7a40 .70/40 +70f41) .7a40 .7d410 .70140 .7004D +70140 +7a412 470f4D ,7MW .70f4D .70171 .70'4112 .7" .700 +1420 +7002 .78P462 +70/40 W&6' .7a4D +70J40 ,70f-W ,7d40 .70M 47d40 ♦7d40 .701-00 .7CV-W ,70'4)D +?W40 7a-W +7d4)D .7DNm +7a-0D 6O• 7a40 +7a80 .70f-00 47a40 470140 +7(VL® .71Y40 +70M 470-W .70E-00 .7040 63' Nd40I +7d-00 •Ta40 70F40 QW-00 0d40 .7d40 QDM +70140 +7d-0D ♦70140 6r .7d40 ,.7W-W a4D MIL .7d- 0 .7a-00 +7a,00 OW-01) .7a40 T2' +7d-00 +7d410 +701-0D .7IY40 «7d40 7W +7a40 +7d40 +7a40 ,Ta40 B< +M.W .7WW 7a40 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET FOR SNUBBER REQUIREMENTS. pTLonT3crRGvlsSo m edmplying wilkl0s P63'L'i *"=�l 4,1,r,14.2D J J r w 0N O W Z p� SEE SHEETS 1 & 4 FOR WINDOW LOCATIONS AND H CO) O QUANTTTIES.SEE J - o; Cfl SHEET 3 FOR ANY W Q y h CV ADDITIONAL C- ANCHORS tr fn W 0 REQUIRED FOR O;Q W fY a F ^o THEFRAME C" O Z ASSEMBLYTUBE. o LO SOD A i WINDOW HEIGHT _'_tVr FRAME ASSEMBLY TUBE MAX DtTtOKM ANCHOR (4), IF REQ. WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE r� W Z_ ti Z 1 �N co Z o� o0O.o(q Q W o o �3 A d Q A w M �n c ONE t3 4 ova p � Zwe t U=.-. C pZ 4 LY c z * ND. 58705 t� *S •,''�70 r/ A�L�Ea�C1``• A.L PE Design Preaem 04 Nor SIngle Whldows, All Amhm Gmups Window Wldth Wlet23• 25.15M6• 21-7tV 30314• 3r 34' 3r 4ir 53-IW W w,W 27 +7o490 «70f-90 +701-90 +76-90 7701- 00 +701-90 +7a-90 +70f 9D +7m-90 +701-90 26.1511W -701.90 +701.90 +70f 90 .7111-90 a701.90 +701-90 +701-9D +70f 90 +701-90 +M W 39' +70f 90 +701- 90 +701-9D +70f. 90 +701- 9D +701- 90 .70f W +70/-90 +70141&2 +71V73A 50,W +701.90 +701• 90 +7m- 9D +701- 90 a701. 90 +TO/- 90 +101- 00 +70t80 6V +701. 90 +701- 9D +TOP 90 . +70186.6 +71185.6 +70181.7 +701-762 17 .701--OD +7a•90 +701- 90 +7m84A +7m81.5 «701775 +7a71.9 Br +70f g0 +701- W +701456 +701.78.3 +70f 753 .711171.2 Tr «7a•W +70149.s +701.7&4 +7m-71.1 +/-87.1 76• +70f W +7m8&6 +7m•71.2 +/-668 B4' +70f W +70f 625 +7m-72.7 FOR GLASS TYPES: 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -118" -PVB'=TROSIF0L1VB BY KURARAY AMERICA, INC. SEE SHEETS 1 & 4 FOR .WINDOW WINDOW HEIGHT ANCHOR LOCATIONS II AND I� W QUANTITIES. Design Preaeme IPeO far WYsfowe AUVAledto a VerOcal I' mne Assembly The Witdw•1WIdh ' tffd.2r 25-15H5' 27-?,V 303Yr 3r 3V 3r 46' 53.1ir 67 nomr AGroup Amlmr Gmw Amhw Gang AmhxGmw Anahm GMUP Am mt Gmup I Amhor GrMV Amhw Group Amhw GmW Amcor GVW 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 0,C&D A B,C&O A B,C&D A B,C&D eNar23- .701-W «71K90 +70fW +7m8D +ro40 ,7m•W +%W +70h90 +7m•W .7a40 +ro80 .Tn-9D +70ro90 +7m4o +7m4D .7m40 +Ta-90 +7m80 +70140 .70I40 +Tm80 +7m40 +7m8g +ro40 �a 25.15riC .701-00 +70/80 +7m•W +7m4D +71V40 .7m40 +701-90 +7a9O +7m4D ,TaBD +7U40 +70180 +7a•SD QW-W -M-9D +7m80 .70140 +701-00 .7M1W .7D'80 .7m-90 .+7a-90 +701-90 +7m-90 39' .7m40 +70f75.2 +70AK9 +7m4D +70183.1 ♦7m40 +70fW +701-77.4 +7a40 +ro40 +7m80 a7m-90 +7m40 +7m-W ♦701-90 +701.00 +70147.4 +711180 +701-W +7m80 .70181.2 +7m832 +7a-71.8 .76'-73.1 BMW Nm7z3 .187.9 M03 +7m-W H44 +7m-W +M.00 +/-%S +7m40 +701- +70141 4701-W .7m-Ito +701-90 wa-733 .7a80 +14r3 +7m-W +/&1.2 .7m4D .14I +/4.8 & 8V4 -+7a4.6 H$1.6 +7m417 N4&8 .m7B2.181 +1851 +/4&6 +f56.7 +70188.7 +/81.5 +7U1825 +74490 +f47.0 4701-70.0 +rose ♦I45.1 .7m84.4 N426 .7m81.6 +/4iBs +701 .184.1 +7m•77.8 Drslgrl PRCswe 04 tT WUWssa Attached to aHorizodal FinaaAssenmy 7Wa wt sees vdan Ruroerzt• as-15ncd27-7111r3B41e� 3r 3a• 3r - 4c as-va• ss• Amcor Ambler Grote Amcor GMW Amcor QmV Amhm Group ArKWGmup AnChor Gloup AmnorGW Anther GroupOW All A5 NI As A B 040 A B C&D A B C D A B C D A B C D Omer 2Y +7m-W +70140 +7m40 ./m40 +7m-0D +71Y462 +70140 +7m-0g +7m-79.2 +7a-0D +7m795 +1837 .7ma63 +701-00 +PWA 1145.2 +/46 +7a-00 ./41 .I43.0 .14i&5 .7aOD 25-I&W +7m40 .7a-00 .7mb0 .7a-0B +7&.00 +70NM +7a40 .7a4T6 +7a-0B +7a-00 +7m•705 .7a'8D .70140 .7m40 .1-61 .7am +rose +ram N64 .70/466 .70180*MM* 39' +7m4D .7a4D +7m-00 Na-00 .7a-W .7m40 +lam .701474 +70d-00 +7a-00 +7m7D3 .701751 +7m499 +7m-9D +/807 +M&I +7m-77B +7m432 +/-449 +1b7.6 +18&g +7m731171411P ,70d-0D +7a40 +7m-00 .7m40 +7a85.5 +7m40 +7a40 .701499 +7m-0D .7a40 ./83.2 .7m8D +7a40 +rose x 6a +ro40 +7a4D +7m-W +7a8&6 +M45.e +7a81] +701-61.7 +7m81.7 +70f75B +70-762 +70Q6.2 6r' +7m40 +70IW +ro40 +7a-U4 +7m81S +70177.5 .70f-77.5 +70f•77.5 +ML71.0 .7&•71.9 17m-71.9 6r +flY4g +7a4o «7a456 +711-7&3 +70f75.3 .7m-71.2 +7111•712 +701712 77 +7m40 .ro.egs +7a-79.4 .7(U•71.1 ./8T1 7S .7m-0D +70186A +701.772 .+/666 B4• +7(V4D +7m426 +701727 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET FOR SNUBBER REQUIREMENTS. 10• MAX. FRAME SEMBLY TUBE WINDOW (�ADDITIONAL HEIGHT WINDOWNCHOR �1 WIDTH �� (4). IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLYTUSE. i- FRAME WINDOW ASSEMBLY HEIGHT TUBES 10• MAX. I �1 ADDITInmall I ANCHOR I'�- (4), IF REQ. WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. as cetnP�rvis W;1g uwFwda B98dm8 Dy Nfimm N O J W c as H Z 06 o � N � � LL ]] Tn O `e W J o ti a h N_ co W No W 0 C4 O Ix V O O v Z gC, g0 fA 0 W Z N co a _ y` 0 O Z 8 60 `V) Z mQ �N W Y Mf _b R I O L O @ 2V� iQ wz= a "- oZ�, a� w O U I LYiVAf y��G * : No. 58705 ��'•`ys/�ONA' 1LEN�`��` A. LYN�M c1Ia RE P.E.D 66705 DeslOn Pmwae Cmi) frSmVie Wadays. NI An hor Cm4>s WN Mwdh undv23' 25-1&18' 2778 30614' 3T 34' 37' 46' 53-1/B' 6w rvderZr +lam +7a-80 M-00 +Tam +701m +7a-90 +701-00 .lam +rom +rom 25-1511S .701-00 +7a-00 +lam +70fm +lam +71Ym +70140 Nam +7a40 +lam 39' +70140 +lam +lam Nam +rom +lam +70140 +lam +70140 +Ta-01.2 ra SMV +701m +lam +lam ♦Tam +lam +lam +70140 +M-88.8 1 601 +701A0 +lam +70140 +lam +lam +lam +70144.6 67 +rom +lam +70140 Nam +Tam +ra4&1 +701-79.9 B7' +lam +Tam +7am +7a67 +7a63.8 .7a79.1 72 +Tam +lam +7a452 «7a 79 +7a74.8 TV +7(Ym +lam 1 +701$58 .70f-74 W .rom NDIm 1 +70160.9 FOR GLASS TYPES: r) 7/8" LAMI. IG: (1/8" T - 7/16' AIR - 1/8" AN - .090" PVB -1/8" AN) 'PVBSTROSIFO&PVB BY KURARAYAMERICA, INC. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS I I AND I•�- wl QUANTMES. DmIgn Pmasom (p49for Whom AtteOheo toe VeAkal FauneAssmtlY TLe . Wirdm Wdth . uder2T 25.1&18• 27.71W 30314' 37 34• 37" Ar 531fS 80' Awhor GmW AoohWOMW Anctw QDp Amr rGrop AMt"Grail Anchor Group Amhor GmW Amtw GmW Anota Q.W Arctnr OAD 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&0 A B C&D A B, C & D -Ior23• 25-1511E .rom +7a-90 ,7am .70/m .70/m +701-90 +rom +lam +701. +lam .7am +lam .704W +7040 «lam +701m .%a eo +lam +lam Nam Nam +7am +rom +7am +lam +lam +rom +7a-90 +lam +7am +rom +lam +lam +7a•90 +701-90 .lam a701.90 +70f-90 +lam +lam +7a-90 .lam +70160 +701m +7DF00 +lam +701-90 .7a-90 39' +Tam +7a•752 +70RBB.9 +lam +7aHi.1 +7am +70F90 +701•TT.4 +7a-90 +Tam +rom +lam +7a-90 +7a-90 +lam +7am +RY-07.4 +7a-90 +lam i7am Nam +7a-01.2 .lam +7aAl2 50-W +7a-723 ./57.9 .169.3 +lam H86 +lam +lam a14.8 +lam Nam a7ad1 +lam +701-17.0 +7a-9D .7a-733 +7am 4167.3 .lam .701-722 .70'AB.B i7a-08.8 BD' W-61 N-08.8 HSB.5 +lam H61 +7a-08.6 +7a-80 ./SOS 470140b +701-90 ./6&.4 a701-90 .165.7 +lam i/61b a7am +f68.9 +7DF04.8 or +/S&1 .1-all H-5&7 .7015&7 +/51.5 .701625 +701m H-07.9 +7a-76.8 +Tam H65.1 +lam .1828 +lam NS9.8 +70/m.1 0-K1 +701-798 DesignPmwne9M9frWillows AtlazheOtoaHalzodal FrmneAssMbIYT E wmm. vnml B urda?3' 25.15116' 227-7I8' 30414' 3T 3/• 97' 46• 5D-v8• �' AMry Gmrq Arcror Cimtp Anchor GrWp A.lcr Glotq Arcror- GP Anenor Group Arxtdr G=p Anchor Gmrp AmMrGm w Arcta GMU P All A9 All All All A B C&D A B C&D A B C D A B C D A B C D uroerW Nam +lam +7a-00 .7am I. Nam +rom .70'-852 .7am +lam +701-79.2 +lam +701-70 +/637 +701-76.3 +lam +/684 O-M2 Hi6 +7W40 +141 M-a8.8 H68.5 +7am 25.15'i6' +lam +lam +7am Nam +lam ,lam Nam +lam +7a676 +lam .lam +701.70.5 ,Tam +70/40 .7am +161 .lam +7am .lam W44 +7a666 +70-0W .70/m 311' +lam +lam +7a-9D .7am ,lam Na-90 .lam +lam +7a47.4 +lam .lam +7a-70.3 +7a-75.1 +7a60.8 +rom .1m.6 +M&l +70r-77.8 +lam 0JA9 N47.6 +F68.B +7a61.2 Y W618• Nam +lam Na•9D +7a90 +7a655 +70fm +70/40 +70149.8 +71V-00 .lam +70/722 +70f66.8 +70168.8 +7a4&8 SM Nam '+70140 .70E-9D +lam +70147.6 +lam +7am +lam +7a446 +ro-67.6 +70164.6 63• +lam .7(Ifm +7am Nam +701-BD +7(1f66.1 +7a-W-1 .70166.1 +701.788 .70f-79.9 +7&-M.9 Sr Nam 1 +lam 1.lam +70f47 N(V63.6 +7DI79.1 .70f-79.1 .70f78.1 77 +TOdm +lam .7a-0&2 Na-T9 +roaa.6 76° +Tam «lam +7a45.8 Naad ea' Nam +lam iTD16De NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. N 10' MA%. Imo- FRAME ASSEMBLY TUBE WINDOW HEIGHT I I ADDITIONAL I -►►►►111 WINDOW WIDTH I YYY��""-" ANCHOR (,I). IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WINDOW HEIGHT. 4 '1 FRAME ASSEMBLY TUBE ( 11(r MAX. ADD ANCHOR (4),1 REG. I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. D i0"4` 11 oO4 W O m (L} (n e t W NNZLL ❑ r J O LLI Q 2 00 LL) ❑ a F- N O = ?> .Z Lco C CD O 3 CL y O O Z Z a r ai N210 o C7 $ i " 7 0 -7 �❑ h Q m m o m o zW.r a X. LYIVAf i O � z V 1111 II LIGENSF'•.�(� * : N//o�•. 587015 * _ 1"I/j, NAL 1E\\.�, A. LYNN MILLER P.E. Deal®r Pressae (pa01ar S(nye W ndowa, All Anchor Gmopa Window Wish uden 2r 25-15118• 27-Thr 30314' 32• I 3r 3P 48• 51-118• 6V uder2r 25.15116• *901-130 .904130 +901.130 +9(V-130 +Da-130 +Ba-130 +➢0r-130 +Da-130 +0a-13D +Da-130 +9a430 +0-130 +Oa-130 +9a-130 +W-130 +Da-130 +1a-130 +911.130 +9a-130 +DO%130 311 +101-131 .430 +Da-130 +9a-130 +Da-130 +BO1.130 +9a-I- --'I 11 +Ba-I- +9a-I- 5060T +904130 +9a-13t1 +9111-130 +ea-13D +ea-130 +D01-130 +9111-130 +Da-130 ex +901-130 +W-130 +9111430 +9a-130 +801-130 +901-130 +9a-130 er .9111130 sW-130 +Da-13D +801-130 +SKIM30 +9OI.130 +Da-130 Gr +801.130 +901-130 +001-131) +BW-130 +0-130 40-130 77 +90R130 +99-130 +9a-130 +9a-13D +901-13D 78' +DN 130 +9a-130 +Ba-130 +9a-13D Br +86'.15 +9a-130 1 +9a-130 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG-- SENTRYGLA Y KURARAY AMERICA, INC. J-- SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS I AND WINDOW 1� WImr1 QUANTITIES. Dealpn Pressue (P40IN Wkftvm Attached to a VwBcal Flame Assern* TUM WM12w Width udar2r 25-1H16• 27-7Ar 3094' 32• 3r 3r 48' 53-ur or Anchor Group Anchor Gnap Anchor Group Anchor Cray Anchor Gmty Anchor Glary Anchor Gray Anchor AY Anchor N Anchor up AN A B C D AN+= C&O A B C&D A B, C & D A B.CAD A B. C & D A B C6D udu23• 2515/16' +7aA0 +ro9D .ro90 +7a-9D .ro4D +ro90 +7a-90 +ro-90 +7a90 +7a-90 +ro9D +7aA0 .ro90 «7a-90 +7a-90 +701-OD .ro9D +7a-90 +7W 90 +70140 +7a90 .7a-90 +701M +70100 .ro90 +70190 +701-W +7a-B0 +70'•BD .7N-90 +7a-90 .701-90 +MIN +701M +7090 +MOO +70140 +70.-911 +76-90 .7a•90 +70F00 +7a.9D 39• .Ta-90 .7a-75.2 +ro699 +7a-90 +7a-90 +7a•W +7aA0 +701-90 +7a-90 +m-911 +7a-BD .7a.90 +7a•90 «Tor-90 +7a-90 +7a-90 +701.90 +7a.90 +7a-BO +7a-B0 +70/40 5D.W +71023 +F57.8 +JLW3 .701-90 +7a90 +7FBD .7aE9.4 +701AD .70190 +7a61 +7a•90 .701-77.9 +T0f9D +70f.7&3 +70190 +70 5 +70FB11 +7a-80 +7a-90 or +161 +148.9 +/•58.6 +701.10 +7a61.1 .7a-9D +7a-755 .7a90.6 +7a-W +1664 +7a40 +/6&7 +70I90 +141.8 +ro90 +7a-TS.B .7a-80 +7a-00 6T +/4%Ll .1456 ./-56.7 +ro68.7 +M772 +7a-9D +701.7L9 +7a•76.6 +70480 +165.1 .70190 +/62.6 +7a90 ./68.0 +7D'-80 +7a-722 +7a967 +7a-BD 10' MA%. FRAME ASSEMBLY TUBE WINDOW HEIGHT I ADDITIONAL WINDOW I ANCHOR WIDTH I'� (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. Drssgr Preswm CA for WFWve NtKhad to a Halx0r4al RamaAasemOly Tlrae woo" Width R 25•15ltc vats 309rr 37 34• 37' 4e slue- fio• Anchor Gray Anchor Gray Anchor Orgy Anchor Gray Anchor GmW �ayp Anchor GIaW Anchor Group ArcrGmup ho Anchor Group All AO AD All A9 A B C& D A B C& D A B C I D A 1 B C D A 1 B C 1 O mxw2V 251916• +70f90 +7a90 +701-00 +70190 .70f40 +70140 +70f40 .7a90 .711/40 .7D/40 .70F.90 .7a90 +71Y662 +7a4D +70/90 +70190 +70690 .7a90 +7a-70.2 +ro40 .70/90 +70140 +70/-7D5 .7N461 +M7 +7a40 +7006.3 +7a90 +ro90 .7&40 +130 Na-769 .1d42 .7a911 +146 +70190 .7D/60 +7a90 061 W67.5 f40D .70/9fi6 ./SB.5 .711090 +70/90 +70/90 37 +7a9D +70/90 +70f90 +70?90 +70/40 .7a40 +7a4D +70190 .7a90 .71Y4D +70140 +70f62 .70,40 .70/40 +7a90 .701.71 ♦70f41.3 +7090 +70140 .162D +701-72 .7111ffi.2 +7a40 So4&8• +7am +7a90 .70140 .7a40 +7D/40 .71Y90 +7nf4D +70140 .70f4D +70f40 +7a40 +7a40 ,M90 +7a4o Na-90 x 60• +7a9D I +7a90 1 +70140 +7019D +7W40 +7a-90 +7a40 +711140 +701W +71Y4o +70140 +7a•DD +70190 .7a40 +ro4D .+70.1W +7a-00 +7a40 -7a90 +ro-Do +ro40 +ro90 +ro9D +70190 .70d90 +ro9D .7a90+7a90 .7a90 +70140 m .ro40+7a4090+ro9D +70140 +7a9D +ro9O +m-m +7a90 +7a90 _NOTES: 1) SEE SHEET FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. J_ FRAME WINDOW ASSEMBLY HEIGHT TUBEi 10'MAX I WINDOWI �I WIDTH ADDITIO AN 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 REVISED as cempfyT,gwet6t4aFklr(dD iiuildm6lode Aeagrance No i'O Dale Sy M- 03 JO m a LLI z. o 0- t V m LL W m0 d mCD r (� LLI Lfl OD ll.l ❑ o H 80� LL��j 0 yZ L>' Z CO co a v o a 65 fA o > � 5 I' ui " M ❑ E Q rX 2/ Ic ONO wg c OLL I 6 O 2 r.i a Mz d'u oZ o o � all, 7 LYAfiv °'% * No.58705 ' S 10NAL A. LYh84 muER. PE PFJ S8705 TART F on - Rom Dwg. # Description Mat 1 7002 Main Frame Head, Sill & Jamb 6063-TS Alum. 2 7071 Anchor Plate 6063-16 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-76 Alum. 4 7008 Frame Corner Key Steel 5 7009 SashComerKey Steel 6 7078 Frame Gasket Vinyl Foam 7 1 7072 ISash Comer Gasket Vinyl Foam 8 1 7070 IBulb Weatherstri .187" x .275" Flex PVC 70 30 7024 Maxim Multi -Point Lock Steel 11 7026 Dock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS . 16 7029 Maxim Project d Operator Steel 17 1 7030 10peratorGasket Vinyl Foam 18 1 7031 10peratorBackin Plate Stec 19 7051 Operator SacerBlocc Nylon 21 7034 OperatorTrack&Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber, Anti -blowout ClipSteel 32 1713 Setting Block 5/32"x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5 32"x7/16"x 1-2/4" EPDM 35 7036 1 Bead B 6063-76 Alum. 36 7042 Bead 6063-75Alum. 37 7059 Bead D 6063-TS Alum. 38 2224 Vinyl Bulb Wst Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC70 50 Dow 899Silicon Baccbeddin 60 7006 Screen Frame M05•1-114 Alum. 61 7040 Screen Comer Key Poiypmpolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add -on Flange 6063•T6 Alum. 71 1 7004 Frame Assy Tube 6063-76 Alum. 72 Maxim Pivot SliderAssembly Steel 80 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE 8 Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x S 8" Fl. Ph. SMS Stainless Steel 83 #8 x 7 8" F.H. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel SS 1 1#8 x 1" Quad Pn SMS Stainless Steel 86 #8X 1-1/2" Quad Pn SMS Stainless Steel 87 1#10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F I Stainless Steel 90 1#12 x 1" Ph. Pn. TEK I Stainless Steel ASP TAI .` YLYN VCENSF• �`�'t:� � * ; No.68705 ; ��0'•� I , •�� 1070 TECHNOLOGY DRIVE •'•.g0RIOP`.•'•�, N. VENICE•FL 34275 (941) 480-1600 �� 's /IONAL 1III, ,, 1, II P. A. L/ L .' s FL ARMM MSWW JR 1 05/25/17 0 PRODUCT REVISED a. caMplymg With ft FbNM . AOMPUM Flo 1 - fa1 IhA. 3 . iS 00 CHANGES THIS SHEET. Z tts 1 BOM AND CORNER VIEW J ROSOWSKI Till.: Date: AWNING WINDOW DETAILS - LM & SM 08/08/12 SM-IModeL• Scale: Sheet: DMWO9 No. Rev: AW-740 NTS 10 OF 11 MD-AW74OLM C NOM 43 NOM. T-f } SILICONE HOT -MELT BUM } '1�" STRUCTURAL 2.919• STRUCTURAL SILICONE 3/16• NOM. .439• —4 .0or 2."1" POLYISOBUTYIFNE 1/4• NOM. FOAM WITH DESICCANT DESICCANT 1.15g WITH .062• EXT. GLASS EXT. GLASS 2.7a4• 2.138• .093' OFRAME HEAD, O SASH TOP, 71 FRAME SILL & JAMB ' BOTTOM & SIDE ASSEMBLY TUBE INT. GLASS INT. GLASS #7002, 6063-T6 #7003; 6063-T6 WON, 6063-T6 1w KODISPACE 701 SUPER 1.358• 4SG TPS SPACER"' NXT'"' 1 040• 1000• osa 'JT_ U—j .441• f-�- 1.1ar .095• J .423• jam—* L— ALUMINUM FIXED *OAM EMENT POLYISO- PINT. NT FILL AREA O ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE BUTYLSENE5/16' NOM 2 #7071, 6063•T6 60 #7006, 3105-H14 70 #134, 6063-T6 AL BULICONE SEAL DESICROLL-FORMED FSTAINLESS STEEL EXT. GLAS•05(r 708' .:03: EXT. GLASS . .685• p .885" SS GLASS 102 BEADBBEAD DURASEALO 1D9 XL EDGE"`' 35 36 c�er�o � coer�o O #7036, 6063-T6 O #7042, 6063T6 Part # Description Material 100 Kommeding 4SG TPS Spacer System See this Sheet Tor Materials 101 Quanex Super Spacer nXr with Hot Melt Butyl 102 Quanex Duraseai Spacer 103 Cardinal X Edge Spacer �{ � - .fir .e7o� II .os9• .569• 37 BEAD D #7059, 6063-T6 1luurrr .... NNN�i Revised JR NO 5lf705% Revised PRODUCT REVISED us camplying with tha FsoHd. sundiR s Code I-Qrot4.228 ate: Revision 05/25/17 IND cHmGEs THIS SHEET. ey Oe�o ate: I Revision 2 r} EXTRUSIONS & SPACERS J ROSOWSKI rt I •' (V'`Z 1070 TECHNOLOGY DRNE ii ••' ZORIOr`••' • ��1• N: VENICE, FL 34275 7'tle: Dote: ........... (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 I %%'. . Prr DLC0PVRIIM '0 im Series/Model . Scots sneee Ding No. Rev: A LYNN MILLER RE ALL MGM RE3� AW-740 NTS 11 OF 11 MD-AW74OLM C P.Ep1MM CERT. OF AUTH. 29295 �,