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HomeMy WebLinkAboutNOA ALUMINUM AWNINGSCANNED BY M IAM I -MADE St. Lucie f MIA.MY-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (.RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economl 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 C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.20 MIAMI•DADE COUNTY Expiration Date: April 11, 2023 Y010/ 5117Approval Date: September 05, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07). 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16 0714 23) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.0 7) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014) and FBC 61h 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 Wv� Manuel Pere Product Control Exa0�er NOA No. I7-0 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 6"' Edition (2017), dated , issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16 0714 23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11/18. Manuel P e P.E. Product Control Exa iner NOA No. - 14.20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW I) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2). 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. MIATEROLLS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. — 4) ALL WOOD BUCKS LESS THAN 1-112' 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 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL 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: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL I 19' MAX. D.C. I. J l� 4' MAX. IN DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 5.9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 5/1NATED GLASS STACK GLASS STACK 1B•ANNEALED 6W WIDTH EXTERIOR 53- VISIBLE LIGHT WIDTH (OLD) a NO ANCHOR PAIR REQ'D IF WINDOW IS 27-71W WIDE OR LESS B S 12' MAX. FOR UNITS (HEAD & SILL) �� SHEET 2 EE OVER 39' TALL rt I OTHERWISE 4"MAX. .UW TRDSIFOLO PVB BY KURARAY ALIERICA INC. 1tVANNEALED GLASS 11/ BITE 7nLASSNATED GLASSSTACK GSTACK Ir SGS BY KURARAY TICA. INC. EXTERIOR a 15 F] ; 11/BITE v GLASS TYPE 1 7/e• NOnL GLASS TYPE 2 GLASS STACK MMATED GLASS GLASS STACK 39" 115•ANNEALED HEIGHT GLASS A, SEE 7/16'AIRSPACE •7ROSIFOLB Pve SHEET 32" 1/B'ANNEALEDORKURARAY VISIBLE TEMPERED GLASSERICA. INC. LIGHT 3B AIED HEIGHT (DLO)37 SS.BITE 3 6' MAX. I 4- MAX. �-- 23' MAX. O.C. USE ANCHOR PAIR FOR UNITS OVER 27-7/8' WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW GENERAL NOTES .......... ........... ...... 1 ELEVATION ..................................... I GLAZING DETAILS ........... ....-.-....... 1 INSTALLATION ..............................-. 2 ASSEMBLY TUBE DETAILS ............ 3 ANCHOR SPECIFICATIONS_._...... 4 ANCHOR QUANTITIES .... _.............. 4 DESIGN PRESSURES ...................... 5.9 ASSEMBLY DETAILSIBOM.............. 10 EXTRUS IONSISPACER.................... 11 TABLE 1: Glass Types Sheet # 1 5/16" Leml (1/B" An -.090" PVB -1/8° An) 5 2 7/16" Laml (3/16" An -.090" SG - 3/16" An) 6 3 7/8' Lami. IG (1/8' An - 7/16' Air -1/8" An -.09D" PVB -1/8" An) 7 4 7/6- Laml. IG(1/8' T- 7/16" Air-1/8" An -.090" PVB -1/8' An) 8 5 7/6' Lami. IG (W16" An -1 /4' Air- 3116' An - .090' SG - 3/16" An) 9 6 7/8' Lem(. IG (3/16" T-1/4" Air-3/16" An -.090" SG -3/16' An) 9 'PVB'=TROSIFOLP PVB BY KURARAY AMERICA. INC. 'SG'-- SENTRYGLASO BY KURARAY AMERICA, INC. 'L11111111/, 1'. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-04 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SlOD-12 •AISC 360-10 ........ •...m ��'�, •'1,10ENSF'•.�� i r * ; No. 587II05 _ ,FsYs ••..RION NG�� '-/, 'ONAL IE %��. A LYNN MILLER P.E. OR GLASS TYPES 3 & 4 718• NOM. I +II III•� GLASS STACK GLASS STACK ED EXTERIOR a_ .OW* SGO BY KURARKY --AMERICA. INC. --VIW ANNEALED GLASS 11/16' GLASS BITE GLASS TYPES 5 & 6 tevtsed By Dote; Revision JR 05/25/17 UPDATED ANCHORAGE PER FBC 2017. 7evised By: Date: Revision Description: GENERAL NOTES & ELEVATION PRODUCT REVISED w complying with tha Flodw de J ROSOWSKI N. VENICE. FL 34275 e: rro�a: (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 COPYRIGHT02017 PGT6m`ISTR"Es.wC Se•ios/Noael: Seare: Sheet: Orowlnq No. Rev: """�"'g,RESERVED - AW-740 NTS 1 OF 11 MD-AW740LM C INSTALLATION OPTION 1 EDGE _ DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 WIN[ HER FORSNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE pow IHT 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 VENT JAMB O ATTACHED TO FRAMEJAMB ATTACHED TO VENT JAMB INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE 4 CONCRETEICMU PERANCHOR EMBEDMENT REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE ' DISTANCE PER SUBSTRATE, SEE \O TABLE 3, SHEET 4. 1 EDGE DISTANCE ATTACHED TO •e FRAME JAMB EMBEDMENT 70 ATTACHED TO OPTIONAL ADDON VENT JAMB FLANGE @ HEAD, SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM SEE DETAIL Al. B NOTES: 1) USE ONLY SUBSTRATE-APPROPWATE 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 MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM �--t 16 SHIM THICKNESS TO BE 1/4'. lXWOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. IPERANCHOR 1!4' MAXSHIM EMBEDMENT • EDGE DISTANCE VERTICAL SECTION B-B INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL BUCK WIDTH VENT SILL ATTACHED TO �1 FRAMESILL ELOW I V VISIBLE LIGHT WIDTH (OLD) WINDOW WIDTH HORIZONTAL SECTION A -A 1 10" M —� SEE DETAIL A2. BELOW 0 DETAIL A2 EN C *� No. 58705 'rc 1070 TECHNOLOGY DRIVE S*lE ��T•'•, p _; N. VENICE, FL 34275 P •.,CORIO•,.•''G\ (941) 480-1600 HT0217 PGr NW5TROANI A LYN4 FILLER P.E. ALL RIGHTS RESERVE) RE .fi 58705 CERT. OF AUTH. #29296 NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the From Assembly Tube (FAT) raa, ffi hgi� t- u Window HeiyN An'horT g 17'-25.Ir 1 0 S 26". 1 1 JR 1 05/25/17 STEEL SELF -DRILLING SMS,SEETABLE 3, SHEET 4. ---r EDGE DISTANCE A ID PROVED LION, ALUMINUM, :EL FRAMING OR STEEL STUD. EXTERIOR ID VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 PRODUCT REVISED m complying wilb lbe Florida D.ildi.gCode -qW4-.'l0 Erl i tiau DmIl Rersion NO CHANGES THIS SHEET. lay M:am' Dario rct Revlsi'on Description: Drown By: GENERAL NOTES & ELEVATION J ROSOWSKI Title: Oate: II AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sneet: DroWng No. Rev: AW-740 NTS 2 OF 11 MD-AW740LM C AWNING (X) AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT ()(XO) FIGURE 1: 10', SEE NOTE 7, THIS SHEET FIGURE 2: 740 SERIES AWNING / f WINDOW WINDOW / /1 I�1 //` ^D/ �ASSEEMBLY HEIGHT / \ ! 1 / � TUBE 10', SEE NOTE 7, p \ 4 THIS SHEET 740 SERIES —CASEMENT I WINDOW I I WINDOW* WIDTH Imo- 7474`E SERIES FRAME SERIES AWNING ASSEMBLY AWNING FRAME WINDOW TUBE WINDOW 'ASSEMBLY, � E TUBE / \ 740 SERIES FUCED WINDOW'`` 740 SERIES 'SEE PRODUCTS NOA FOR WAWNING INDOW EXT�EnRIIOR /�` /� \ INSTALLATION SPECS v 4 740 SERIES 740 SERIES AWNING CASEMENT FOR SINGLE UNITS: , WINDOW WINDOW' 1) DETERMINE YOUR WINDOW SIZE MIN. # 12 X 1' SMS THROUGH AND GLASS. INSTALLATION HOLES FRAME FRAME ASSEMBLY 2) KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE AND SUBSTRATE. DETERMINE TUBE YOUR ANCHOR GROUP FROM MIN. # 12 X MIN. # 12 X TABLE 3. SHEET 4. 1' SMS 1"' THROUGH 740 SERIES THROUGH 3) FROM SHEETS 5-9, FIND THE INSTALLATION CASEMENT INSTALLATION SHEET FOR YOUR GLASS TYPE. 1 HOLES WINDOW HOLES FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES PRESSURE FROM THE TABLE FRAME AWNING EXTERIOR AWNING LABELED 'DESIGN PRESSURE ASSEMBLY WINDOW WINDOW 740 SERIES (PSFJ FOR SINGLE WINDOWS, ALL TUBE EXTERIOR EXTERIOR ANCHOR GROUPS'. CASEMENT 4) DIMENSIONS SHOWN ARE HORIZONTAL SECTION C•C a a WINDOW WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE 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. TABLES. S) USING THE TABLE LABELED 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. WAVOWANCHORS REQUIRED' 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' OR DESIGN (TABLE 2, SHEET4), DETERMINE PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED THIS THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY. AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR NEEDED IN THE HEAD, SILL AND SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF INSTRUCTIONS ON SHEET 2. YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. # 12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASBEMBLY 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 FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X P SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62- IN LENGTH (AS USED IN A 63- FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. quired an each Side o1Ne (Frame Asrs sembly Tube (FAT) H u Window Width ArchrType A B, C B D 17-25.8' 1 0 26'- 1 1 u Window HeI9N Amtwr Type I A JBCAD 17°•25.8' 1 0 zrt 1 1 PRODUCT REVISED m cmplyin9 With the Ake BuOdmg code A+xaptence 140 EVin*. Date V- 0 U e Z o J � O W Z W J e Q d r N ~ LLI to N co�.. O J C3 e Uo 6 � m O n O g O LU Q Z_ Y Y Q 0 .. Z �O 0m B 0 .y� V o oLL i=Q rn * ; No.58705 O F p " ZONAL A LYNN I(1Ww E. P.E.# 58TD5 LL O M Window Anchors Required on0000000000000n00000000000non0000000no.A ��'©©©©n©©©o©©©000000000v000v0 000mn0000m000 ©©©©nmmmo©©muonnnnononnnonnnoonnm000mnon -�m�o©©noo©omo©nmoonmoonm000moo�mmmmmmmmmmmm ©©©©ommmommmn0000nnnnnnnonnnmmmmmmmmmmmm :Mm�oo©nmo©om000m000m000m000m000mmmmmmmmmmmm ©m©mnmmmnmmmnonnnnnnnnnnunnnmmmmmmmmmmmm �mm■,mo©nmoonm000m000moonmoonmmmmmmmmmmmmmmmm ©mmmnmmmnmmmnonnnnonn000mmmmmmmmmmmmmmmm ®m�!mov©moo©moo©moo©moo©mnmmmmmmmmnmmmmmmmmm ��©mmmnmmmomm©nonnnvonmmmmmmmmmmmmmmmmmmmm �m��moo©moo©moo©moo©mmmmmmmmmmmmmmmmmmmmmmmm ©mmmnmmmnmmmnoonmmmmmmmmmmmmmmmmmmmmmmmm �E�®ODDm�O©m000mmmmmmmm�mmmmmmmmm�mmmmmmmmm �mmmmnmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmm uJt i—I t: YVKHLLvYIIVUVVYo YCK IrtC CLCVMI1V1Ya VIV Jrlccl I.l—IIV lnclvcnl hvivv,VLc vrlV In OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor Substrate Mln. Edge Mi_. Min. O.C. Dlstiet. Mtru Min. t Anchor Plate Required? 412, steel SMS (GS) S. Plne riv 1• 1-wir No 6083-75 ANm A38 Steel 318' 318, 51W 5f8" .OfiT .050' No No A653 St Gr. 33 3/E 5f8" .045'. 20 G.No A 014, steel SMS (05) critic, 410 SS SMS S. Pine 51E 1' 1_18" No 60 33-15 Alum. 3/e' S/8' .063' No A36 StaN 318' SW .G5P No A653 Stud, Gr. 33 3/r 518' .04E 20 Ga. No B 1/4" steel uhracon 2.85k Concrete 2-1fr 4" 1-vB" No Hollow Block 1' E 1-114- No Hollow Block 2-11T 5' 1-1/4' No 1/4' steel U3racan Hollow Block 1' E 1-1/4" Yes C 1/4' 410 SS CreteFlea 3.351, Concrete 1' E 1-3/4' No Hollow Block 2-147 E 1-1/4' No AIZ steel SMS (C5) or a12, 410 SS SMS S. Pine 51E 1" ilvw Yes 6063,75 Alum. wr 518, .0713' Yes A36 Steel 318' 5W .05T Yes A663 Stud. Gr. 33 318' 1 5/8' .D45 18 Ga. Yes 914, steel SMS (G5) or 914,410 SS SMS S. Pine 5!8' 1" 1.318' Yes 806XT5Alum. 3/8' 5/8' .0713" Yes A38 Steel 318' 5/S• .0SV Yes A653 Stud Or, 33 3f8' 518" .DW 18 G. Yes D Im steel Ultracon Zest Concrete 1' 4' 1-/4' Yes 2.85k Concrete 2-11T 4" 1J78' Yes Hollow Block Filled Block 241T 2-1/T 5' 4' 14W i atv Yee Yes 1/4' 410 SS CrewFklx 3.35k Concrete 1" E l V4" Yes 3.35k Concreto 2-16r E T Yes Hollow Block 2-11T E 1-1/4' Yes 5116" steal Ultraeon ' 3.51, Concmte 1-1l4' S' 1314' No Hallow Block 3-1/E 5' 1414" No Filed Block 2-11T 5' I V4' 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 PY= 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 ALLO W A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY. 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34' X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF+701-70 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). Meted Min. F, Min. Fs Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elm USraCm& 155 ksi 177 ksi 410 SS Elm CreteRa O 127.4 ksi 1697Its[ 606345Akininlm 16 ksi 22 ksi A36 Seel 36 ksi 50 ksi Gr. 33 Sled Stud 1 33 ksi 45 ksi TASLF 4: Head Snubber Locations Glass Type: PVS (Types 1, 3 & 4) SG (Types 2, 5 & 6) None Required 20' max• from each end & 20max .— SAMPLE CONFIGURATIONS: +� 4" 1� 10'► �4• 10' 4' �4�I 10.6' /1 34' ti PRODUCT REVISED c complying with the Fla{da Buildin Ccrde t Orot4. AReplm+ce Tb 7' 2b E7gtirm' oDara Ahrml. Cn LU J m � � W 06 c- O Z J O 0 ti 04 LD N O d ZQ 0 aH aZ Lo CO-� Uj o Z Y Y U) (n -0 (� Z I� co O :sU HQ e R z Q Q I`n *P No.58705 *� 'AO•• 6'OF� •'•lV�: i `�` •. P 10NAL A. LYNN MILLER. P.S. FOR GLASS TYPES: TABLE 5: I'1300UC`! tiIEVISEO 1) 5/16" LAW (1 /8 AN - .090e PVB -1/8 AN) :n caroplying5 iith the Flmd. �11�dho,, CodePVB'=TROSIFOL®PVB BYKURARAYAMERICA,INC.roriooO�el � Miuni adc 4coduorCo7 hr, SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR ¢ (� LOCATIONS WINDOW I AND WOTM '"I QUANTITIES. Lu O LIJ CL c s 0 TABLE 6: LLI 10' MAX. -�{ FRAME ASSEMBLY Q TUBE 0 WINDOW § J O HEIGHT W ¢ m L<7 ADDITIONAL 1� N WwlDLni 1�- � CjFREO. O W v HOR w H ii N O ?Z SEE SHEETS 1 8 4 FOR WINDOW ANCHOR C3 'o Op in O LOCATIONS AND QUANTITIES. SEE SHEET (n 0 3 FOR ANY ADDITIONAL ANCHORS Y Y 11J Z REQUIRED FOR THE FRAME ASSEMBLY (n (n L O TUBE. d �o ° Z Z o t m - Z v0 O„Q TABLE 7: I > o S W FRAME WINDOW ASSEMBLY HEIGHT TUBE I+ ® o N 10• MAX. o t p w wok _ La E �s ADDITIO mu � � 2 0 I WINDOW I ANCHOR w v u -�'1 WIDTH i� (4I, IF RED. o o� w U SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET ���`71�,y LYNN 3 FOR ANY ADDITIONAL ANCHORS `���0 ,....... , REQUIRED FOR THE FRAME ASSEMBLY1.tCENgF' TUBE. Q';- 3 `�.: No.58705 �TE I�'��: NOTES: /O 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /NALI 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. y/A. tJr.F # 5870 t, P.E. P.E9 SB705 O Design PlBsslle IPSf) for single YIIMaws, AD Arslwr GrIn o ups Window Width under 23' 2SiSH6' 27-718' 3R3/4' 32' 34' 3T 46' S3.1r6' 6a unaer2r wa-Bo .7or-9D .ta-ea .7a-eD .7a-eD .70�90 +7a-90 +7a-9D .7a-eo ,7a-eo 2S15116' +7a- 90 +70/- 80 +70l- 9D qDl- 90 r70/- 90 +7a- 80 +70% 80 +70/- lb +70/• fN1 +70/- 90 3Y +7a-sg ,7a•90 .7a-90 «70/-90 +7D/-eD +7a-eo .7a.ea .7or-w +7oratt +7aa1.z 56&6' +7a• fN +7a- 90 +7D/• 80 «7a- BO +7a• 80 +7a• BO «70/•99.2 +1a-77.9 fi0' +7a•90 +7a-90 +7D1-90 +7ab6.5 +7aA3.7 +7a-79.8 +7a•74.3 W' +70/-90 +701.90 +TO!-9g +7aA2.3 +7a-79.4 +Ta-75.6 +Ta-70,1 6T +7a• 90 +70/- 90 +7a- 83.5 +7a- 78.3 «7a• 73.4 H• 69.4 7Y +70/-90 +7a-07.2 +7a-7/.4 +/-69.3 +/-6fi.4 T6• +7a-ta e4.e +ra•ts2 .!-es 94' +7a• 90 +7a• 60.4 +7a- 70.6 Design Pressure (psq d Windows a1L><hm to a Vemcel Frame Assemtly Tude ' Wutlau WIaN ' m urpPf 23' 2Si5116' 27.719' 303/4' 32' 3!' 3T 46' S3-tl8' 60' Arutla GrwD ArclnrGrotq Aru:ha Group Ancfult Group AncOar Grnry Anctwr Group M[hv Group Anchor Gnvp Arclmr Getup Arclnr CKaq A B C D A B C40 A B CaD A B,CBD A B,CBD A B,CSD A B.C50 A B,C60 All All under z3• � z5•tst6• � ]a .7or-90 +Torso .7DA9D r7a-90 r7a-90 .7a-ts2 ,7or�DB .7v90 r7a-B9.9 .7a-90 ,Ta•9J as-90 ,7aaD +To/m +7a-41.7 .7a-90 +7a-Bo ,rom +7or-Bo .7urao +7orso +%90 ,lam +7va7.4 .7aaD .7B/9a +7Dlso +7a-90 +7a-m .tam +jar-90 .Morro +70Im ,7a-90 .7or.90 +7a-90 «lam ,lam «tam +7a-Bo +7a-ao +7v-Bo .7a�g wam «lam r7v�o r7v.Bo .taco aa-w +lam .Mgr-e7.a ,7aao .7orAo +7olso +lam .lam .lam ,raaD r7aao +7Br.BD +7a-93 .tam .wst.t ,wsB rm/ao +7a-t1s 5D&B' Nb-723 +/57.9 +/�A3 +7a•90 +F60 +7aA0 +70/-90 H-53.6 +7p1J90 ,lam ,70fd1 +701-90 *7a•77.9 +7a•90 +7a-73.3 ,lam HtiT3 +7a-09.2 N-54.2 +7b 77.B 6a H1it ,l-48.9 ,lSB.S r7a-90 NSS r7a$66 .701401 H-50.3 +7a410.6 ,lam Hbfl4 +70/d6,5 Hd4T ,7a847 +/{1.B r)b-7B.6 HS6B +7a•74.3 63 Hbfl1 H-06.5 *1667 +701A8.7 +/31.5 r7a-025 e7D/�0 H-a1.9 ,7a-76.8 ,7a•90 r!{>5.1 ,7fU823 +!t>26 +lIV-734 +lbB.g Nb-75.6 +/54.1 +7a-fi.t Design Pressure IP59 6r Wndows Attached to a Horizontal Frame Assembly Tube Window Width R under 23' 2575/18' 27-7/e' 3D3r4' 32' 34' ]T 48' S3.1/B• 60' Anchor Group Anchor GfWP Anchor Group Anchor Group Anchor Getup MchorOmuD Anchor Group Anchor Getup Anchor Group Arclar Group All All All All AB A B C 8 0 A B C 4 D A B C D A B C D A B G D order 23' +70/AO r7aA0 +Ta-90 +7a-90 +701-90 +7a-90 +7aa38.2 +ia-90 a7a-eD +7a-79.2 *7a-90 ,7a.79.5 rr-03,7 +7a-743 +7a-Bg H�.9 +fS5,2 +f.66 +7a-90 +1.61 H-08.9 +158.6 +7a-90 2575116' +70rS0 +7aA0 +7a-90 +7a•90 +7a-90 +7aA0 +70/�0 +70%90 +7a-0I.6 a70/SO +7a-DO +7a-70,6 +7a-BO +7a-9D +70/DO +/bi +7a•90 +7a-90 +7a-90 +154 +7aaG,6 a7a•90 +7a•9l1 39•" +7a50 +7aA0 +7a-90 +7a-90 +70F90 +701A0 +Moro +7a-90 +7aa37.4 +70150 +7a-9g +7a-70.] +70/-741 +7a-09.9 +7aSg +150.7 +fb9.1 +7a•77.8 +7a�1.1 +144.9 +/57.6 +/.aa.9 +Ta-71.2 Q 60Sfa' +TOJ-90 +7a•BO r7a-90 +7aA0 +7a-90 +7ab55 +7a-90 +70/SO +Ta-78.6 +7aA9.2 +7aA9.2 +IE3.2 +7a-77.9 +7a-77.9 +7a•77.9 1`t 6tY «7011J0 +7aSD +7a-90 +7a-0fi.5 +7a-83.7 +7a-748 +7a-Te.6 +7a-7B.9 +7a-74.3 *Ta-74.3 +Ta•74.3 � 63• +7orsD as-90 +7a-90 +raa2.3 +Ta-79.4 +7a•75.6 +7a.75.6 +7ars.s +7aaon +ra-To.t +Ta.To.t 6T +Ta•90 +Ta-90 +7a$i.5 «7a-743 +Ta-7i4 HE9.4 +A69.4 +1.69.4 77 +701-90 +7a4f7.2 +Ta-77.4 H•69.3 +/{r5.4 ' 76' +7a-90 +TOlb4.8 +7a•752 +/-05 sa• aaao +rD/ao.a +7vaos FOR GLASS TYPES: TABLE S: PRODUCT RGVl560 2) 7/16" LAMI (3/16" AN - .090" SG - 3/16" AN) A[[eplatno NOl-o6t4.?pnr� °SG� SENTRYGLAS%Y KURARAY AMERICA, INC. Fxpirs Doe Ty L :°'av • ro nd CoeB SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR ''7� LOCATIONS o: V } �WINOOWy,.I AND WIDTH QUANTITIES. Cn J O J W m IL H � z0 TABLE 9: Lu Z o S _ 1 SEE SHEETS 1 & 4 Q t FRAME---�I AMBLY FOR WINDOW Q 'J TUBE ANCHOR B Q, Ul LL LOCATIONS AND D in O QUANTITIES. SEE z Of J a O WINDOW SHEET3 FOR ANY W Q h HEIGHT ADDITIONAL N W ANCHORS fn I I ADOfi1ONAL REQUIRED FOR W ❑ I WINDOW I ANCHOR THE FRAME N O '~ ���111 WIDTH Ihh'���" (4), IF REQ. ASSEMBLYNBE. " � u O00 ❑ O �^ Z 8 0 0 Q Y Y W _CD g ( v O O Z z �n r� �(0 oU Z '� TABLE 10: o .1 W \ Q z o` '7 ONO t= Q v� L FRAME WINDOW ASSEMBLY Z,G HEIGHT TUBE® one A 10• MAX. O 1 G O m Z Lj ¢ = U ADDITIONALF Z o p I WINDOW I ANCHOR WIDTH t'�- (4). IF REQ. Z W O U SEE SHEETS 1 & 4 FORWNDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET \\`` ANY LYNry�'�., 3 FOR ANY ADDITIONAL ANCHORS ��•" REQUIRED FOR THE FRAME ASSEMBLY Q=: •, TUBE No.58705 ST Z52 NOTES: 777/ /0NIAILI E,\\\ 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 11, NIMILLER, P.S. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. P.E.05W05 Des" Pressure (pcfr for Slrple VVIMow3, All Archor Cx"upv WInE[w Wl�lt under 23' 2Slatli 27-7f8• 30314 32 3T 3T 96' 6i1/e' 80' .mEer?3• ,Bpr-130 a8a-130 •ea-130 +9a-730 +pet-730 a9a-OW ana.ta0 a9a-i3o ago-t30 zsfafc +9a•t3o+sa-too+9a-130 .sa-tooa9a-too+em-tooamr.tao.9a•1aoa9m-1ao 39' 0 a0m-1a0 a9a-130B0/•130B01.130 +BOI.130 a9a-130 ati01-130 a9a-730Ba-128.8 505�6' 0 a9a-130 ,901.13D aBm-13D a9a-170 alq/.130 .9a-130 1ym-1300 .801-130 .907-t3D .ea-130 a901.t30 +91Kt30 ,9a-730fi3' 0 U a9m-730 +9m-7a0 a9a•130 at7a-130 a90/-130 +Ba•120.06T 0 +Bm-t30 a9Dht30 a0m.130 +BO/-130 aBa-130 72 0 ,9a-130 +901.130 +90/-t30 a6m•1300a9a-130170 +9a-730o a9a-13o asa.tao pasign Pressure (w0 for Wudava ABached too Vertical Frame AwemNTTuee Window WIWI m ImdeT 7s 2519116' Zl-Tf6' 70�f4' aT 3t' 3T d6' $+1B' fi0• Aroltra Goup Anchor Gram Arrha Cvoup AncMrGwp An[Mr Grwp Anchor Group AnchorGmuD AKtar Gmup ADehw Gmup Anchor Group A B C D A D A B C6D A B. CdO A B,CdO A B,CBD A B CAD AO A6 A6 underz3• - zstate• � ore• ,7a-w .Tm-90 .tor! -so a7a-tD ,7aao •Tor-TS.z +7a-so .7a-so .Taa9.9 ,Tor-90 ,Tor -so ,Tor-90 .Tor-90 .Torso .Tor -so M+70/-.6-701-9D 90 so so ,Taao .7oa90 ,Taao .Torso .m-9a .Tm-eo .70%90 ,7m-90 .7ao-so ,7aao +TD�.ao ,Ta-90 .Ta-90 .Tor -so .w-90 .7alao a7a•90 .7o/ao .Taco ,ia-Bo .Taco ,7aao .7aso ,TaaB .7aao .7mso .Taco .7a•90 .Tmao .Ta-so +Taco .7aao +Taco .7a.90 .Ta-eD ,Tessa .7m.90 -7a-so ,7a-so .7aao .7a-so ,7aao ,Tmaa .7a-tro ,Tm-so g50.5/B• •7a-723 .rsr9 .F89.3 .Ta-90 .Tol-W s9 .7m-09.{ ,Torso +Tm-90 ,TaAt ,Ta-90 .7a-n.9 .70/-90 .7o1-T]a .7a�80 .Ta�.e +7mAD ,Ta-90 .7mso � fi0' •/61 •HB.9 •f5B.5 ,7a-80 a76y�t.1 -90 a7a-75.5 *7f11d0.0 *70/AO •fie.{ ,7mA0+Ii6.7 +lOIAO •/Ete +70F90 ,im•75.8 +7m•90 ,7a�0fi3•a/ass.rs5a.TaaaT.7m-n.z-so .Taat9 +Tor-T6a •7aaa .ras.t ,raaB .r�.e .7mao .Ase.9 .rorao ,7m-7z2 .rB/-es.7 a7m-so Design P�sure IP6Q for WOWows AltaTeO m a Ha¢eRal FlameAssenOtf lu5e WNODW WION umv 23' 2S7Y16 ZT7/B' 3631C 32' 31' 37' 46' 5i-LB' W Areror Gmq Att11a Grote An[ha Group ARIA Gmrp ARtttr Ciaq Mchv Gmtp AncOn Cunip Ancna Group AKMlG � Anctm Coup All AO M All Al A B C6D A B CdD A B C D A B C D A B C D nmcza• zstatc am�dD aa�o ♦7m-B0 .7a.Bo ,7a-m .Ta-90 +7a�93 ,7aao aol�o .Ta�so .7m-m aa�o +7mssz .7a.so +7olao +imao aa-so .7adu ,7a-7Bs ,7a-so .7m-Ba .Tm�90 ,Tmas.S .70/EA1 ./s1.7 .7aJio .7aas9 .7a60 .7m-m aa-90 ,rsas .7a-7s.3 t7ss.2 .7aso ./as .7a•m .7mao ,wBo abt +raT.s .Tae.e ,7aass ./safi +7vao .7aao ,7aso 39' a7a-90 a7a-90 +7a-� ,7m-00 +7a90 +ia-90 ,7m-B0 +70I90 e7a-BO +70I.90 +7aao +7m$2 ,7mao +7a-BO ,7m-BO +7m 71 •7m-019 a7a-90 ,7mA0 +/L2B +7m-it +7m�6.2 ,70rBD r 5090' Nm�O +7aao +7m-90 •Tm�O +lm&0 a7m-90 a7a�B0 a7a-00 ,7a-BD +7m-0B ,7m-0B ,7a-W .7[V�80 +7m-0B a7m-BO 60' Na-90 ,HI/-BO a7m-80 ,7a-BO a70/SB a7m-BD Nm-BO ,70/�0 a7a-90 .7CV-00 a7pl.BO fi3• ,7m-80 ,7m�J0 +ia-t70 aTa•BO a7ms0 a7a-90 NmdtO ,7aao ,7m-9D +70'90 ,70!-BO 6T a7a•W •7maB a7m-90 Na-90 a7mA0 +7mA0 NaAO +7aA0 72• a7mA0 .7meo ,7a�90 a7am aim-0D 7e a7m1J0 +70/�0 +7a-m ,rasa er +7a.Bo a7ab0 ,ia-90 FOR GLASS TYPES: TABLE 11: PRODUCT REVISED 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) ss eotoplyi, ith the Florida �IadPVB--TROSIFOL VB BY KURARAY AMERICA, INC. x1CorBrM SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS WINDOW AND WIDTH QUANTITIES. D7 O J W aCL o c� o TABLE 12• W Z °� o 10' MAX -�I Imo-- FRAME ASSEMBLY J TUBE iF a= !Z' J �O WINDOW HEIGHT I Ia I�WINDOW I )AIDITIONAL r' LU�'1 Y' NCHOR v WIC (4), IF REO. N O u to c O O r^ Z SEE SHEETS 1 84 FOR WINDOW o 0 0 0 � Q ANCHOR LOCATIONS AND QUANTITIES. Y Y UJ Z SEE SHEET 3 FOR ANY ADDITIONAL U) ANCHORS REQUIRED FORTH E FRAME (L ti ASSEMBLYTUBE. O O Z C7 t m U) � e� z TABLE 13: e � �W m� .2 FRAME p WINDOW ASSEMBLY ® �n en HEIGHT TUBEo 0 N An ° R; 10'MAX. Zu a m� o i UV^did W Z O!i O ADDITIO I WINDOW 1 ANCHOR o a -�1 WIDTH 1'w- (4). IF RED. U 11f SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET �� �3,0•,.••••••., ti/ �� 3 FOR ANY ADDITIONAL ANCHORS �.•• L\CENSF ••�C�� REQUIRED FOR THE FRAME ASSEMBLY Q•; •, TUBE. _ * NO. 58705 XN NOTES: t"'JO VAL G``` 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. / III I 111 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A LY .EMILLER, P.E P.EJ SB705 Design Pressure Iwo fur Shale Wintlows, All Arctnr Groups WhWow Wi4N antler 23' 25-15liG 27-719' 30314' 32' 34' 37' 4C 531I0' 6a a,4er z3• .Tor_ W ,Tor- W ,70!• ao «7a• W a7o% W .7a- W .)a- W .Tor• W .7or- W «7a- W 75-1a1E r701- W ,70/- W ,70h W a701-W a701• W a1a• W a701-W +70/- W +70/- W +70/• W 39' +m- W ,70F W +701- W r7a- W +70A 90 +7a• W a701- W a70% W +7a$3.2 +ro-73.1 60-5'8' +7a- W +70/- W «70/- W +70/- W +7a- W «70% W +7a- W +m$0 x f;n• «70l- W .m- W .Ta•W .la$e.e ,7a$s.e .m$t.7 +7a-�az 83' Nor- W r7a- W a70l- W a7a414A a7a$1.5 +7a-77.5 am-71.9 � fi7' +m- W +70!• W am$de +7a-7B.3 .7a-7s.3 +7w 71Z 72' s7a-W rm$B.6 ,7a-7a.a +701. 71.t ah eT.t 7B' +m•W f7a$B.B +7a-772 +F 66.8 84• +70/-90 «7a• 825 .7a- 727 Design Pressure (psfl for Wlntlowa Attached la a Venice) From Assemhty 71Ae Width mWIMow vMer 23' 2S15/16' 27-T18' 30314' 37 34• 3l 46- 53118' BD' Anctst Getup Anchor Grail Arslar Group Arwhor Group Arrchlx Group AncMrGmup Aricha Group AnchorGroup AncMrGroup Anchor Group A B C D A B CdD A e Cd0 A B,CBD A B,CBD A B,CBD A B,CdD A B,CdD A B,CBD A B,CeD antler 23• 28-15/1G s 3Y +m-W +70%W +m-W .m-W a70/-W .Tor-Ts.2 +ia-9D +m-90 .maa.e +7a$0 ,m$0 ,Ta-eD a7aS0 +m-W +la$3.1 +7a$0 +7a50 ,Tor-W +m-99 +m-W +m-W +7a-W +7aA0 +7a.99 +791-W +1a50 +7a-W +7a$0 rm-BO +7a-W r7a.W +Ta-so+Tor-sD.msD+m-W+m$o+m$7.a+7aaoale-W+7a$D.7a$1.2+7va3.2.Ta.71.e+Tor-73.15/8' ,7a.W +m90 +7a-90 +7a-90 fm$0 ,m-90 +7a$0 +m$S +7a-W +m-W +7a-W +m-W rm-90 .m•W +m•W +m.90 f7a$0 +m$0 .7a-90 +m A +m$0 +m-90 fTa�O +m-W ,m-723.9 al-69.3 +Ta4D N$4 f7a-W +m-W a7a-W +ia-77.9 +7a-W +m-73.3 +7as0 +/$7.3 NO%90+F302+m$flti0' a/$t N-0B.9 N-58.fi+ro$0 Nhb r7a$B.e +m•90 im +7a$B.B N-85.7m$iB «/$1.B +ro$1.7 H$6.8.7a-7863' ,/58.1+l-08.5f/-55.7+7a$8.7+1.51.5+7aA28 +m-9D +7a$0 Nb5.1 +7aA4.4 N$28 f7a$1.S N-5B.9 +Ta•775 N51.1 +m-T7.9 Oe51g1 Pressure (psl)1]r WNtlawS Atlacrie010 a MaBOftal Fr4meA9sem01T luoa Width RWlnoow umer Zs- 25.1516 D-7i8• 303/4' 32' 94' 37' 46' ALB' W' AKIItT Getup Arefsr Getup Anchor Group Arclrr Getup Anc 1pr (iota Anchor trouP AAehOrtrap Anc9arGmrD ArcIwGrDup AnNm Group All All AN All All A B CflD A B CdD A B C D A B C D A B C D uttl�23' +7a$o +m$D +7a•W «Ta.BO +m-BD r7a-BD +7a$62 +mAD r7lYA0 Na-792 rm JO r7a 79.S er&17 r7a-7fi.3 ,7a-90 +/$BB rl$S2 r/$6 rm$D N$1 H-0B.9 N$d5 a70/$0 25.1916' r7a90 +m-po +)a-W +7aca +7a-OD r7a-W +7a•W +m$0 +m87.6 +7b60 r7a$0 +7a-70.5 +7a 70 a701-00 +7a•90 +/-61 am$fl r7a-90 .7a$0 ,/$4 +m$66 +70/80 +7a-W 3C «7a90 +70f$0 «7b-90 a7a�B0 am$0 a7a-90 +)a JO +m-W a70187A +ro$D «mao am-70.3 +7a•75.1 +7a�.B +7aA0 +f50.7 N$St r701-77.8 «7a$32 +1-00.9 N57.6 H$89 +7a•73.1 r soya a7b-W +m$D r7a-W r7a$0 rm$0 ,7a$5.5 e7b$D am-W r70/899 +ro JO aroao NSi.2 +7a80 +m$o a7a-W 2 60' a7a-W «m$0 +7b-00 +7DI-88.0 +7a85.8 +m$1.7 r7b$1.7 a7a$1.7 rm-750 r7a-762 .m-762 u fie• qa�D .m-90 .7a-W rm$a.a eaals rm-�7.5 .Tor-ns .7ans .7aa1s +7aa1.9 ,vaa19 s7r ,7a.W rroaro +Tar$ss +m•7d3 +7a-75.3 +roa1z «Taa1.z as-7t2 Tz .7aa3 a7a$Bs +maa4 .ron.1 N$zt )!; r7a•W a7a$6.8 «70/-77,2 +!$B6 84' f7a-90 +70'$25 +m-727 FOR GLASS TYPES: TABLE 14: pWDUCT (WISED 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN - .090" PVB -1/8" AN) es aomplyirq wi brlm Ftodda PVB'= TROSIFOOPVB BY KURARAY AMERICA, INC. �o� -��- Ery Mi ado Product CaRry SEE SHEETS 1 8 4 FOR WINDOW WINDOW HEIGHT ANCHOR 0 LOCATIONS WINDOW AND WIDTH QUANTITIES. ui O r` U) cQ TABLE 15: ~ 0 o 0 70' MAX ---�I I-+- FRAME TUBz co ASSE Q J L NBE 0 .- WINDOW0 @ Z) O HEIGHT ¢ w Q h DO T}I I ADDITIONAL I,- N fl ~ I� WINDOW I ANCHOR (f) W �����''1111 WIDTH IIF"��� (4), IF RED. L(') CO W m N O c ui u co J V z SEE SHEETS 1 8 4 FOR WINDOW O -' O U) 0 ANCHOR LOCATIONS AND QUANTITIES. o° 0 6n SEE SHEET 3 FOR ANY ADDITIONAL Y W Z ANCHORS REQUIRED FOR THE FRAME (Q (n = 3 O ASSEMBLY TUBE. a z _ r m'`O fA oU ? v� Om'0.�� z�Q TABLE 16: .5 a " LLI •c FRAME WINDOW -ASSEMBLY ® � n N HEIGHT. TUBE 10'MAX 04 m �� r uV^u ADDITIO z -EI o _ I WINDOW I ANCHOR > z -'7 WIDTH ('•'"- (4), IF REQ. o Z W U 11111 I/ SEE SHEETS 1 8 4 FOR WINDOW ANCHOR Y LYN 1/ LOCATIONS AND QUANTITIES. SEE SHEET ���ON....... N/LJ� 3 FOR ANY ADDITIONAL ANCHORS ` �'�:.•'%GENSF'•.`,( i REQUIRED FOR THE FRAME ASSEMBLY Q-:' •. TUBE. _ *, No.58705 Qom•. ZTE9F NOTES: ,10NAL I��C`��� 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A LYNN MLLER. P.E. P.E.N68705 O Design Pressure (ps0 for Sire Wallows, AIIArctmr Groups WaNan Width under23' 2/-7/6' 30.Y4' 3T 34' 3T 46' S3-1r6' 60- �rT4• +7aa0 +mAO +7aA0 +70150 a7a80 +7aS0 a7aA0 +TaAO +7a60 zs•1a1s• +moo «7aao +raao +7aao .raao ,7aao +7aao +moo +7aao 39- ,7aao a7aao +raao +7aao .7aao «7aao .7aao +7aao +raa1.z � SDS'B• +ra80 I a7aa0 +raa0 ,ma0 +7a80 +ma0 +7a88.8 x 60' +7a80 +ma0 +7aa0 +7aao ara80 +Taa4.8 fi3' +ma0 +7aA0 +ma0 ama0 +7a88.t +ra-79.8 6T +TaAO +ma0 +ra87 +ma3.e +7a•79.1 7T +70.'a0 +raa6.2 am_79 76' .7aA0 +7aao ,7aa5.B +7a-74 64• +7aao +map «raao.s Design Pnssure (ps0 for Wallows Attached to a Vertical From Asaemliy Tube WlrNaw Wimh m under?3' 2S75/16' 27.7/e' 303/4' 3T 3d• 3T 4(i 531l8' 60• Archor Group AnchorGroup Arches Group Ancror Group Anchor Group Aroha Grtrgr Anchor Group Anctrr Group Amhor Croup Arcror Group A B C D A B CeD A B C8D A B,C80 A B,CBD A B,C80 A B,CBD A B CeD A B,CBD All under 20' ZS15116' S 39' +70h90 +Ta-90 +701-9D +7aao +7a.90 +m-7fi.2 +7a-BO +m-90 +7aa9.9 +m-90 +mSO +7aa0 +7a-BO ,map +7aA9.1 +1a-90 +7G•80 +m-90 «m-90 +7a-90 +7a-90 ,7a-90 ,7a-BO ,7a•77A +m-90 +7a-90 +m-90 +7a•9g +7a-90 +7a-90 +70faD +7a-90 +m-90 +7a-90 +7a-W +7a-90 +7a-80 +m-90 +7a•99 +7a-90 +m-g0 ,7aao +7a-90 +7a-BO +7a-90 +7a-BO +7ab0 +7aao Na-90 +m.90 +7ad7.4 +7a-90 ,m-� +m-90 «m•90 +7a-BD e7a-90 ,7a•90 +7a-90 +TaSO ,7a-80 ,m-90 Na-90 ,m-90 +7aa0 ,ma1.2 +m-80 +7a-BD +1a-90 +m-99 +m-90 +7aa12 so.6fa• a7a-nD +/m.s ,!-fis.s +m-90 ,/aa +7aao .Tof-so +/•ssa +moo +7aao .7aa7 .7a.w «7a-n.e .7a-99 .7a-lis +7aao +lar.s .ms9 +7a.72.2 +7a.6s.e +7va9.e fio• a/a1 .!-0a9 arse.s +7aao +rsa +TaaD.6 .7ofso +/3oa ,7a-eD.fi .Ta.90 ./aa4 ,la -so +ras.7 ,7a-so ,/a1.e +7aao .!ss.e +7aaa.6 63• ,/se.t +r-0fis ,rss.7 +la-ae.7 +ls1.s .7aaz.6 .7aao +!-07.e +m•7s.a +la-90 +!-6s.1 +m-90 .!a2e .7a-90 .r-se.9 aa.fis.1 .rs4.1 .7a-ls.s Dnlal Prnsure as9 mr' Wulm/!s NleeDed to a Hmzor¢G FremeAssemDry 1h0e Wlnmw Wlmh R rotr 23' 26-15f16' 27-7/B' 30J/d• 37 31' 37' 4fi' 6i-0/B' ®' Arcta� Grmq Arcror Gmtp Ancnor Group Arckr GnNq Arcro] GIIXp Anchor Graf Mtna Crab AAchar GrwD ArclnrGmup Amhar Group All All All All All A B Cd0 A B C8D A B C D A B C D A B C D +7aA0 +m80 a7aa0 +7a80 +7D/80 +7aao +7affi.2 +m•90 +7aao ,70l-90 ,m•78.5 H897 ,7a-76.3 *7aa0 HaB.B H882 +/86 +map +lai H1B.9 HSfl6 +m60 +7a-w amaD a7aA0 Na-eo ♦m80 +7a-BD +7a80 +m+w +m87.6 +map +m•]0.5 +raao+mm,7aaoa/at+mAO ,7a-90 +roesHS1 +m866 +70F90 +70180 +7a�90 *m80 +7aao ,7aao,70180 ,7aaD+7a�90 ,map+m87.4 +illa0 +m•70.9 +7a-75.1 .7affi9 Nb•90 H80.9 ./L5.7 +70/•T).B ♦msD+r-04B +/57.6 +/a89 +m81.2 a7a�90+m-Bo,7a-90 +7aeo+70180 +meSS +7atA +m-90 +1aeB.8 «moo+70!•722 +7affi.B +7affi.B ,70fee.8 ,1a80 +ma0 +7aao +7a�00 +7aa7.6 +7a-9D +7aa]+mAO +m84fi P72 Na84.6 +1a9] +ma0+7aao+7a-W +70/A0 +m86.1 +7aa61 +7a8fi.1 +70/•7B9 +7a-7D.9 +Ta80 ama0 +7a JO *7fY87 +7a83.6 +m-79.1 +7a-78.1 +7a 7D.1 +mapeT018fl2+7b•7B+7a-74.6+7a�D.moo.ma6e+Ta•r4 +ra.m amaD ,7oraae FOR GLASS TYPES: TABLE 17: PRODUCT REVISED 5) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) as cemp4iaa With tha Fhu(4a 6) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) Aceea;,ce Expimcioo Date 'SG = SENTRYG Y KURARAYAMERICA, INC. By 1 h� 'Dada �RDLE9) J- SEE SHEETS 1 &4FOR V WINDOW WINDOW HEIGHT ANCHOR LOCATIONS II WINDOW AND h_QUANTITIES. J W d• WIDTH m n '� U) as TABLE 18: � Z 06 4 10' MAX FRAME cG ASSEMBLY Q J TUBE ❑ J 1 a�- e a WINDOW ll- HEIGHT _ w _3 - - O W 0) I I ADDITIONAL W I WINDOW I ANCHOR (n -----���III WIDTH FFF���-__ (4). IF RECL W v �- N O �' ❑ QZ SEE SHEETS 1 & 4 FOR WINDOW oy° O oy° O U) ❑ ANCHOR LOCATIONS AND QUANTITIES. W Z SEE SHEET 3 FOR ANY ADDITIONAL Y Y ANCHORS REQUIRED FOR THE FRAME U) U) d C) ASSEMBLYTUBE. O O Z c Z a O m' O emu) NQ TABLE 19: „W L FRAME WINDOW ASSEMBLY Z,D rn HEIGHT TUBE I ® o N o n N TT 10'MAX. v x 04 Za 1 4 xUi ADDITIO wZ-'a o I WINDOW ANCHOR>m -�I WIDTH 1'�- (4). IF RED. Z w _D U 11111 (/ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LYNN LOCATIONS AND QUANTITIES. SEE SHEEP \� �Q�;.•••••-.. �LJ�( 3 FOR ANY ADDITIONAL ANCHORS ` ='t: •• 1.10EN$F'•., (� REQUIRED FOR THE FRAME ASSEMBLY Q•: TUBE. _ * No.588705 �G:'•atSTV Z. NOTES: l," �ONAL tc %0' 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. a LYNN MILLER, P.E. RE.058705 Dealgn Pressure (PsQ for Single Willows, al Ancror Getups WIMaw Wlmn 25.1S1G 27-7/B' 30-3�4' 3r 34' 37' 46' 53-1/6' 60' under 23' 2S15r1C +9d-730 «801-130 +Bd-730 +Ba-130 ♦Bd-730 +W/-t30 a0d-130 +Bd-130 +90I-130 +ed-f30 +9d-130 +9d-130 aBd-130 +9d-730 a80h130 rBd-730 ♦9d-130 +9d-130 39' +9d-730 +Bd•130 +Bd-130 +9d-130 aB0%130 a9d•130 +Bd•130 a9d-730 +90I.130 50-516' r4.49(V.130 .Bd-73D +90b790 +90h130 +Bd-130 +9d-130 +Bd•130 +Bd-130 �i 60' +9d-130 +00/-130 +9d-730 +Bd-130 +ed-730 +801.130 63' +9a-130a901-130 +9d-730 +Bd-130 +BOI-130 +-1306r +9d-730 +Ba•13p +Ba-130 ,90/-130 +90r-130 7r ,Ba•13D +9d-130 f9at30 +9a-130 +�-130 76' a9a-130 ,9a•130 f9a•130 +Ba-730 Bd' +90%130 a9a-130 +Ba•130 Design Pessum (psQ for Willows Atlacts:0 b e Venkei Frame AaeemEy Tube WuMmr WidN m under 23' 261d16' Tl-7!3' 30314' 3r 34' 3r ' S3116' 60' Ancror Getup Anchor Group Aircror Getup Arctss Getup Aru:ror Getup An4nr Grtu� Anchor Gmr Archer � Anchor Group Anchor C•raQ A B C D A B CAD A B CAD A B,C6D A B,CdO A B,C6D A B A11 AN under 9' 'Fa 2515116' � 3e• +7aw ,7a50 +Taco f7a-90 +7a-90 .7aas2 +laso +7a-90 .]Wags +7d•90 ,Ta-90 +7d-90 +7a-90 +7a-W .7a-so +7d-90 a7a•90 fTa-so r7a-90 +7a-90 +7a-so +7d-90 +701.90 +Tv-90 +Ta•90 f7a-W ,Ta-90 r7a•90 +7a-90 «ia-so rla•90 f7a4X1 ,torso +7a•90 +7a-90 «la•90 r7a•9D fla-BO .ia.90 «7a-90 +7a-90 fiv.eo f7a-90 +7a-9D ,Ta-90 rTa-90 ,7(1/-90 ,iv-90 f70FW +7a-� +Ta-9D +7a-W +7N•90 +Ta-oo -90 -90 -90 *�=-90 f7a-90 +7a-90 .ia-90 +7aA0 +7a90 .la -so 505re' +70F723 ar-57.9 +/fi9.3 .Ta-9J ,7a-W +Ta•W +70I.W +7(y�9.4 ,1a-90 f7IY-90 +Ta-81 .7(V-90 +70%77.9 +7a-90 +7d-73.3 +7a•90 +7a-99.B +7a.90 -90 eo• +/s1 rrdes +/sea +Tv00 +7a/a1.1 +Ta41s.s .7a-so «7aas.s ,7ar�.e ,Ta-so ,r-B9.4 «Tv-90 .r-ss.T +Ta-90 .rst.e flv-oo f7ar-Ts.e fTaso s3•+rse.1./as.s«Tae9.7.lan.z+laaz.s,Tor-9oala-TT.9+Taas.e.Tor-9o+r-0a.1«Tor-9o+ra�t.e+Torsofrsfi.9.la•9o+Tor-Tz.z«TvaaT Desigl Prrssure gnq for Wmmxs alacro0 b a HarlxoKal FrameAssemOy Tube WIn00w Wlmtl Ruruc23' 25-tY16' 27.7/B' 30J/4' 32 3M1' 3T 46' S3-Ve' 60' Arctsi Getup Arcror Getup AnCI10r Gmrp Archer GruQ ArCklr trwq Ancna Group aunor cYap Anther Getup ArcrorGmup AMnar Group All All al al AO A D CAD A B C80 A B C D A B C D A B C D urger2l' 2Si5'iG +Tdw +7dw r7aw a7a-00 r7dw +7dw +7dw +7a•90 +Taw +7a�0 +7a-90 +7d-m +7a-B6.2 +law +Ia-90 +7a�0 +1a-9D e7dw +7a-79.2 +law +7aA0 ,701A0 ♦70/•79.5 +7aA67 HL37 ,7dw ,7a-76.3 +7a60 +7a-99 +7a-90 rIE6.9 +7a-76.3 H35.2 a701w *!06 +7a•BO +7a&0 +70/90 HEt +467.5 N�6.9 +7a116.6 +IS6.5 +70/-BO +70I.80 ,70/•00 39' +Taw +70/60 f7a•B7 ,law +701w a7a-90 +Tdw +7auJ0 +ld•W +law a7a�0 +7d82 +7(yw +7a-90 +7a-90 e7d•71 Na111.3 +7a-90 +7aE0 +/G28 r7d-72 +7a-06.2 +70/�0 r 0]SB' +Taw f70F90 +ld•90 a7dw +7a60 +7a-90 +law +701w Qa-90 +7fyw +7(V-00 +7a-Bo +Tyw +7plw Na-90 i 6a +Tajo +w-90 +7a-m +law +mrw .Tor-90 +Taw +ror-so as-eD .7aso +mlao s3• +Taco .wso +7aso «law +Toles .7a-90 ,7a.m .Togo .7a-90 +7a•90 .7asD sr w ,T11111 .loran .la•eo woes aw�o .Tor -Bo +law +7a�lo Tz .Taw +7orso .Taco r7aw rm/w 7s Woes +7aao .loan r7aw ac flaw +7or�o +Ta-w TABLE 20: Item Dwg. # Description Mat 1 7002 Main Frame Head, Sill &Jamb 6063-TB Alum. 2 7071 Anchor Plate 6063-TS Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 1 7072 ISash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip.187"x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 16 1 7029 Maxim Projected Operator Steel 17 7030 Op eratorGasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 O eratorS acerBlock Nylon 21 7034 0 eratorTrack&Slider Steel 22 7023 Projected Hine Manuf, b Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1 1713 iSetting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 ISetting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-TS Alum. 36 7042 Bead C 6063-76 Alum. 37 7059 Bead D 6063-TS Alum. 38 1224 Vinyl Bulb Wstp Thick Flex PVC 70 39 1225 Vinyl Bulb Wstp Thin Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 IScreen Frame 3105-1-114Alum. 61 7040 Screen Corner Key Polypmpolene 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 70M Frame Assy Tube 6063-T6 Alum. 72 Maxim PivotSllderAssembly Steel 80 #8-32 x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Fi. Ph. SMS Stainless Steel 83 #8x7/8" F.H. Ph. SMS Stainless Steel 84 #8 x 1" Fl. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8X 1-1/2" Quad Pn SMS Stainless Steel 87 1 1#10x 1/2" Ph. Pn./TEK Stainless Steel 89 1 1#10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 1 1#12x 1" Ph. Pn. TEK Stainless Steel AS R TAE LYN /''% .......... * ; NG.58705 A moo. MTE I F ` 7O� N� AL A L7 MILi�� P.E. (941) 480-1600 COPYRIGHTO 2017 Par Imusmaj, NC. ALL RIGHTS RFBQZJED JR 1 05/25/17 PRODUCTREVISED w emplying Nitb the Florida Duildws Code nmcyLanm rse !-0614•. 0 Ex>ptratioe Dase� xj ie;on B CHANGES THIS SHEET. "Ia�Ftx ision BOM AND CORNER VIEW I J ROSOWSKI AWNING WINDOW DETAILS - LM 8L SM 08/08/12 5eries/Modef. I Scofe: Sheet: Growing No. Rer: AW-740 NTS 10 OF 11 MD-AW740LM C STRUCT POLYISOBUTY WITH DESIC EXT. GLAZE t6a KODISPACE O 4SG TPS ALUMINUM REINFORCEME 5/16' NOM. BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS DURASEALO 1D2 SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASSti .T BUM 16' NOM. INT. GLASS SUPER SPACEReNXTTM II POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT.GLASS TM 103 XL EDGE 9 SPACER INT. GLASS Part # Description Material 100 Kommeding 4SG TPS Spacer System See this Sheet for Materials 101 Quanex Super Spacer nXTwith Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal )L Edge Spacer Rcrt9[=NV=1=JI Kcrun 1 A: r1 L-ofT I. OU000ou I .Der NOM, 2.919' 51 .a3s• OFRAME HEAD, SILL & JAMB #7002, 6063-T6 1 1.356' 1Tj LL=j �;' .095° J J 2 ANCHOR PLATE #7071,6063-T6 706' .050° .885' T 35 BEAD B #7036, 6063-T6 1+— .172` .870'_ .050" [--- .569- 37 BEAD D 97059, 6063-T6 Iluuu7 ANY LYNN� `� ���•_•'' LICENSE • ;�(�� * No.58705 *~ ""I'01NALiIII1IENG`. A LYNN MILLER RE P.EF58705 N. VENICE. FL 34275 (941) 480-1600 COPYMGKT02017 062• NOM. 1.159' 2.139' 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" 1.000` :]k .423" FIXED 60 SCREEN FRAME #7006,3105-H14 .523'{� ,050° .865' 36 BEAD C #7042, 6063-T6 .125' I 2.701" .06T .093" FRAME 71 ASSEMBLYTUBE #7004, 6063-T6 1.187- •O50' 70 ADDON FLANGE #134, 6063-T6 PRODUCT REVISED ..emptying with the Florida Budding Code Acreptae.e No i -0 14•.20 -1atl�ee D•a¢e vised By: Dole. Revision JR 05/25/17 INO CHANGES THIS SHEET. Dam i ,i-d BY I Dole I Revision EXTRUSIONS & SPACERS J ROSOWSKI efw AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model• Scale: Sneel: Drawing No, Rcr AW-740 NTS 11 OF 11 MD-AW.740LM C