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HomeMy WebLinkAboutNotice of Acceptance (9) I MIAMI•DADE MIAMI-DARE COUNTY ! mr PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)1 15-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) j wvvw.miamidade.a2y 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(AIM. 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 iMiami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed'to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"AW-740"Aluminum Awning Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact RI sistant 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 1f there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words, Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any, portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel•Perez,P.E. INUNOA No.16-0714.23 M oanb COUNTY Expiration Date: April 11,2018 Approval Date: September 08,2016 ' I 1 Page 1 f SHOP DRAWING REVIE--W NO EXCEPTIONS.TAKEN MAKE CORRECTIONS NOTED RF 'ISE IAN-D, RESuBINMT P_J EC7=7F, GIV!.6' CON- TRACTOR IS R' --:'R .'')!:.!- 1�:' ."S TO S L CON= FIRMiED AND COPPELAT ED AT HE JOB SINE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF TUT--WORK OF ALL TRADES. FLNINVOLD ARCHITECTURE 4C. t.lff E By � I PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.0 7) 2. Drawing No. MD-AW740LM,titled"Awning Window Details i—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05105116, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® 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. 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. 12-1218.07) C. CALCULATIONS j 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. . (Submitted under previous NOA No. 15-0519.11) 2. Glazing complies with ASTM E1300-04 I MaAel Per .E. Product Control Eilm1her i NOA No. 16-0714.23 it on Date: April 11,2018 to tember 08,2016 E-1 Y i �T PGT Industries.Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10-issued to Kuraray Amer 1 ica,Inc. for their "Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kui gray America,Inc.for their "Kuraray SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.11) 2. Statement letter of no financial interest, dated May; 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.11) 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.11,issued to PGT Industries for their Series"AW- 740"Aluminum Awning Window-L.M.I. approved on 07/16/115 and expiring on 04/11/18. I - I i i 1 Ma erez,P.E. Product C ntr Examiner NOA o.16-0714.23 Expiration Date: April 11,2018 Approval Date: September 08,2016 E-2 r I . I 918'LAMINATED Lam. 7/18'IAMINATED DESIGN PRESSURE RATING IMPACT RATING GLAMINAACK. I GLAMINAACK GENERAL NOTES:SERIES740 VARIES, RATED FOR LARGE&SMALL IW TAcrrE®PJB OW SO BY KURARAY IMPACT-RESISTANT AWNING WINDOW SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE IIW11111 ARAY 3119-ANNEALED AMERICA,INC. A,INC. GLASS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 ��L c^ y1B-ANNEALEDGLASS COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA 60•WIDTH EXTERIORS EXTERIOR BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53'VISIBLE LIGHT WIDTH(DLO)INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD NO ANCHOR PAIRLITE(CAP)MUST TEMPERED. ssartE w1s•cLAss6ITE REQ'D IF WINDOW IS27-718"WIDE OR LESS 12"MAX.FOR UNITS 32)SHUTTERS ARE NOT REQUIRED WHEN USED IN B SEEOVER 39"TALWIND-BORNE DEBRIS REGIONS. (HEAD 851LL) ~SHEET2 OTHERWISE 4'MAX. 50 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, 32 USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS GLASS TYPE 1 GLASS TYPES 2 WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY 7181 GLASSSTACK NOM. UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, \ 1 5116°LAMINATED. SEE TABLE 3,SHEET 4. I----- ----4-�T-- ---- GLASS STACK 4)ALL WOOD BUCKS LESS THAN I-lr2'THICK ARE TO BE / / HEIGHT GLASSNP�ILED CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE A,SEE 7II6•A6LSPACE .ogTBuTAcrrE0PvB OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO / \ SHEET 2 32. IW ANNEALED OR BY KURARAY SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12' VISIBLE TEMPERED GLASS BY KUR RAY THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) / / \ UGHT 38 11B•A.AILED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19'MAX. HEIGHT EXTERIOR cross TO THE STRUCTURE.WOOD BUCK DESIGN AND (DLO) O.C. INSTALLATION IS THE RESPONSIBILITY OF THE I itl1B•GLAsS BITE ENGINEER OR ARCHITECT OF RECORD. 1 y I 37 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4•MAX 3 BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, - 61 MAX L�B _ 4, 100.103 32 so SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR rL �T CORNERS OF THE FRAME.INSTALLATION ANCHORS '23"MAX.O.C. �USE ANCHOR PAIR FOR UNITS SHOULD BE SEALED.OVERALL SEALINGIFLASHING OVER 27-7/8'WIDE(HEAD&SILL) GLASS TYPES 3&4 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW GLASS NATE OF THESE INSTRUCTIONS. GLASS STACK GLASS STACK '6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 3r1o•aMLEALED LASS WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE 1: VVAIRSPACE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 3ne•ANNEALED .oeo•sG®BY KURARAY APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE GENERAL NOTES........._..................1 Glass Types Sheet# OR TEMPERED GLASS AMERICA,INC, SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.......................................1 38 3/11 ANINEALEDGLASS ON THEM BY THE WINDOW. GLAZING DETAILS...........................1 1 5/1W Lami(1/8"An-.090"PVB-1/8"An) 5 EXTERIOR INSTALLATION.................................2 2 7/18"Lam] 3/18'An-.080"SG-3l16'An 8 7)DESIGN PRESSURES: ASSEMBLY TUBE DETAILS.............3_ A.NEGATIVE DESIGN'LOADS'BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............4 -3-718"Lami.-IG -An=7/16 Air-1/B°-An.O90"-PVB-1/8"=An)——7 -—37-- I 1In8•Guss aRE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES.....................4 4 7/8"Laml.IG(1/8'T-7/16'Alr-1/8'An-.09D'PVB-1/8'An 8 3 ASTM E1300. DESIGN PRESSURES......................5-9 5 7/8•Lemi.IG(3/16'An-1!4°Air-3f16"An-.090'SG-3l16"An) 9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST gSSEMBLY DETAILS/BOM..............10 8 7/8"Lami.IG(3116'T-1/4°Air-3/16'An-.090'SG-3/16'M 9 PRESSURE,STRUCTURAL TEST PRESSURE,FRAME EXTRUSIONS/SPACER....................11 ) 60 ANALYSIS AND GLASS PER ASTM El300. •PVB'=BUTACITO PVB BY KURARAY AMERICA.INC. 1OD-103 32 PRODUCT REVISED 'SG'=SENTRYGLAS®BY KURARAY AMERICA,INC. GLASS TYPES 5&6 . e o plYLO8-ith t"Fl id. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN S Code DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING .•:i:I 1?!:.. A`�`^P ��'07*.-21 REQUIRED DESIGN PRESSURE.THE 33-1/3'/ ---- .,�;:..':t•. _ _ __ _ _ Revrsea ay__Dote_ RewsfoD SH STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN .� ••• J R 05/05/16 By OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR .: /,;•:; WITH SPACERS. A1iam' a Prodtict WAS USED FOR THE EVALUATION OF ANCHORS INTO STANDARDS USED: Reused By: Dote: RevWr A: WOOD.ANCHORS THAT COME INTO CONTACT WITH •2014 FLORIDA BUILDING CODE(FBC),STH EDITION OTHER DISSIMILAR MATERIALS SHALL MEET THE -ASTM E1300-04 - REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR •ANSI/AF&PA NDS•2012 FOR WOOD CONSTRUCTION _ Description: Drawn By: CORROSION RESISTANCE ®-ALUMINUM DESIGN MANUAL,ADM-2010 •• 6�I UI GENERAL NOTES&ELEVATION J ROSOWSKI •AISI-S100-07/S2-2010 9)REFERENCES:TEST REPORTS PTL-7061,3579.3580. 1070 TECHNOLOGY DRIVE Title; Date: 3724;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA; �r'.:,1;.'•�t''•: •�^:' N. VENICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 ANSI/AF&PANDS FORWOOD CONSTRUCTION AND ADM ••'r�;'f�,.f�., �' P.O. BOX 1529 ALUMINUM DESIGN MANUAL NOKOMIS, FL 34274 Scrie/Model: Scale: SAeet: Drowing No. Rev: ,,lflr.; .. ,� A LYNN MILLER P.E. CERT. OF AUTH. #29296 AW-140 NITS 1 OF 11 MD-AW740LM B P.Eq 5B705 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE INSTALLATION ANCHORS DISTANCE - 1 � OPTION 2 OPTION 4 INT02XWOOD. CONCREFMCMU INSTALLATION ANCHORS INSTALLATION ANCHORS . AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY. DIRECTLY INTO METAL TABLE 3,SHEEf4 2 EMBEDMENT REQUIREMENT BUCK WIDTH . 7YP.ANCHOR IMAX SH 16 10 TYPE,EMBEDMENT SHIM 4 AND EDGE 60 89 13 DISTANCE PER 6 #12 STEEL FOR SNUBBER 24 SUBSTRATE,SEE 32 33 18 12 . SELF-DRILLING REQUIREMENTS,SEE 1 SMS,SEE TABLE TABLE 4,SHEET 4. 82 TABLE 3,SHEET 4. 3,SHEET 4. 4 3 60 ► O EDGE 87 DADE APPROVED 35-37 8 DISTANCE ATTACHED TO I I ATTACHED TO MULLION,ALUMINUM, O I VENT SILL VENT SILL STEEL FRAMING OR ATTACHED TO STEEL STUD. 0 ATTACHED TO 35-37 FRAME SILL 81 ' 87 13 ]FRAMEJAMS EMBEDMENT ", 38 39 1 3 22 83 EXTERIOR JAMB 61 � ATTACHED TO 70 5 VISIBLE LIGHT WIDTH(DLO) 8 HARDWARE OPTIONALADDON 12 VENTJAMB WINDOWWIDTH FLANGE(�HEAD. WINDOW 11 SILL BJAMBS HEIGHT SEE DETAIL HORIZONTAL SECTION A-A BUCK NOTES: Al.BELOW _._ _ NOTES: - VISIBLE LIGHT FORMULAS HEIGHT ATTACHED TO FRAME 8 VENT 1)USE ONLY SUBSTRATE-APPROPRIATE 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7 VISIBLE JAMB 10 ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7 O //1 //` 10'MAX. C� ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE LIGHT FOLLOW EMBEDMENT AND EDGE V HEIGHT DISTANCE LIMBS.ANY INSTALLATION(DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY J / \ / / \ --- - INSTALLED THROUGH THE WINDOW FRAMES AT 10"MAX. FRAME JAMB SIDE OF THE WINDOW. / r 14 I / \ FROM EACH SIDE OF THE FRAME ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-1/2' ASSEMBLY TUBE CENTERLINE. ATTACHEDTO r TO FRAME THICKARE TO BE CONSIDERED IX ___ _ -. SEETABLEBELOW: FRAME JAMB L 89 JAMB INSTALLATIONS.IX WOOD BUCKS ARE I /l�L Additional Anchors Required on each OPTIONAL.UNIT MAY BE INSTALLED _� 10"MAX. I Side of the Freme Assembly Tube(FAT) ATTACHED DIRECTLYTO SUBSTRATE.WOOD BUCKS L—.�SEE DETAIL A2,BELOW TO VENT DEPICTED AS 2X ARE I-1w THICK OR F Windog Anchor Type JAMB GREATER.1X AND 2X BUCKS(WHEN USED) < Wirth q B,C 8 D 62 SHALL BE DESIGNED TO PROPERLY I 17•-229" 0 .0 TRANSFER LOADS TO THE STRUCTURE. _ � 23'_25.9' 0 1 --- -- -- --3B°-39 - - -63 -- ----- WOOD BUCK DESIGN AND INSTALLATION_ _ -- --_ - - - _ _ ___> _ 267�- —1- -IS THE RESPONSIBILITY OF THE ENGINEER "— - -— ---- - 1 17 OR ARCHITECT OF RECORD.MAXIMUM < Window Anchor pe 21 16 SHIM THICKNESS TO BE 1!4". u Height A B,C 8 D EXTERIOR 82 DETAIL ro 17'-22.9" 0 0 5 Al DETAIL 23'- .9" 0 1 PRODUCT REVISED a A2 28"� 1 1 aeoaaplyins with the5'larkh 80 ---- --�1--- -- 1XWOOD ....,•. =- B.11di.0 Code " -19.-04' - f- ---.—__ _ _--__-___-_.. .Revised- A�aptaace P10��-� l ITsp'tration Date BUCRSTRIP, — --- --- ---- ...1-,'f Cs ,• "�•: ---- �" --�5 - SEE NOTE 2, .......... By THIS SHEET. Miami eProdact TT Revised By: Dote: Revision A: TYP.ANCHOR TYPE, ` 1/4"MAX SHIM EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, - _ ® Description: Grown t?y: SEE TABLE 3,SHEET 4. CONCRETE EMBEDMENT g 1`{ �G GENERAL NOTES&ELEVATION S OSOWSKI PER ANCHOR ''� �i>� 1070 TECHNOLOGY DRIVE Title: Gate: INSTALLATION OPTION 3 REQUIREMENT "i.:�,::"'•' .'; N. VENICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 • P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B / / "'`•'''" �' NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: IX BUCKSTRIP INTO MASONRY. lI '�' A.LYNN MILLER.P.E. CERT. OF AUTH. #29296 AW-740 � NTS 2 OF 11 MD-AW740LM B P.Ea6870.5 AWNING(X) AWNING/AWNING(XX) AWNING/CASEMENT/FIXED CASEMENT()(XO) PRODUCT REVISED pc..plying whh 0w Fto*ids Building Code !�_D A. -3 FIGURE 1: Imo' 10',SEE NOTE 7,THIS SHEET AcccpUrorm[40 FIGURE 2: 740 SERIES/� / Eapirniron DoA 'Fte lYJ AWNING / i � MIX i�WINDOW / Mi -Dade C C WINDOW I/` // //` ASSEMBLYME HEIGHT TUBE - FRAME ASSEMBLY TUBE NOTES:10',SEENOTE7,THIS SHEET740 SERIES 1)DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL —CASEMENT—� WINDOW.FOR SIZES NOT SHOWN,WINDOW I _ WINDOW" ROUND UP TO THE NEXT AVAILABLE v WIDTH WIDTH OR HEIGHT DIMENSION SHOWN 1- 740 _ 740E ON THE TABLES. z SERIES ASSEMBLY ME SERIES FRAME 2 ANY 740SERIES PRODUCT (1) 5 AWNING TUBE AWNING ) WINDOW WINDOW ASSEMBLY (CASEMENT,AWNING OR FIXED 06 o� I E .TUBE CASEMENT)MAY BE ATTACHED TO THE � ill FRAME ASSEMBLY TUBE.FOR ALL / \740 SERIES WINDOWS,USE THE WINDOWS NOA d -J FIXED WINDOW FOR ANCHORAGE,SIZE AND DESIGN o Q LL - �� PRESSURE LIMITATIONS. J V Q 3)ALL WINDOWS IN THE COMBINATION W Q m fh ES 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO IN MDUALLY N ED 740 INSTALLATION SPECS COMPLY WITH THE (- RY WITH THEEQUIREMENTS D OF r-• W AWNING EXTERIOR f-• W WINDOW f"I. / / 1 / / \ THEIR RESPECTIVE NOA. y 0D } V O 'o 4)FRAME ASSEMBLY TUBE TO BE _ °;; coO 1%Z FASTENED TO WINDOW,AS SHOW IN -•O 740 SERIES 740 SERIES o o AWNING CASEMENT DETAILS,WITH MIN. X SHEET W Z FOR SINGLE UNITS: WINDOW WINDOW' ETAL SCREWS.USEE THE SAME Y Uj SPACING AND QUANTITY A5 THE (n Dr) C, 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS THROUGH OPPOSITE FRAME MEMBER. Q AND GLASS. INSTALLATION HOLES FRAME O ..LLI Z t FRAME' ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY cn 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED 62'IN LENGTH(AS USED m m Q AND SUBSTRATE,DETERMINE TUBE IN A 63'FLANGED WINDOW)OR BE s ; ofq 9 v?> YOUR ANCHOR GROUP FROM MIN.#12 X USED IN TEE OR CROSS oe` o LL E Q w MIN.#12 X 1'SMS CONFIGURATIONS. TABLE 3,SHEET 4. 1'SMS 740 SERIES THROUGH THROUGH CASEMENT INSTALLATION 6)'THE FRAME ASSEMBLY TUBE IS NOT z N m 3 FROM SHEETS 5-9,FIND THE o+ INSTALLATION a SHEET FOR YOUR GLASS TYPE. HOLES WINDOW' HOLES REQUIRED . BE CLIPPED TO THE ® o n m --- -FIND-THE PRODUCTS DESIGN_ SUBSTRATE.ALL EXTERIOR JOINTS TO !740SERIES- - - -740 SERIES --- - BE SEALED BY INSTALLER u U! PRESSURE FROM THE TABLE FRAME -- - -- - ---- -� - - - - - - - _ - - - - - - - --o -I- FOR aj AWNING �' _ LABELED DESIGN PRESSURE ASSEMBLY o X WINDOW WINDOW 740 SERIES 7)FOR ALL COMBINATION UNITS. z�,;o S ANC(PSF9FOR SINGLE ROUPSWINDOWS,ALL TUBE FIXED = a ANCHOR GROUPS'. EXTERIOR EXTERIOR MAY ADDITIONAL T INSTALLATION ANCHORS W z CASEMENT MAY NEED TO BE INSTALLED o 0 0 HORIZONTAL SECTION C-C a a WINDOW' THROUGH THE WINDOW FRAMES AT o °-o 4)DIMENSIONS SHOWN ARE n z z WINDOW.FOR SIZES NOT SHOWN, 10'MAX.FROM EACH SIDE OF THE o 0 ROUND TO THE NEXT FRAME ASSEMBLY TUBE CENTERLINE, FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE-------— - _ Ad6tlonal Anchors Respired on®ch _ i " _�_1)DETERMINE EACH INDMDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.-SEE FIGURES 1-&2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,-SHEET 4,- -;�-,.I'�;1'•)i�l_ •y_;._; __ TABLES. Sldo of the Ftame Assembly Tube(FAT) �• �� 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. I.., Window Anchor Type :.,c..-••.,:f•��1"` 5)USING THE TABLE LABELED a Widih A B.C 8 D WNDOWANCHORS REQUIRED' 3 FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE PSF)FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE' OR DESIGN (TABLE 2,SHEET 4),DETERMINE ) ( 17"•229" 0 0 _ i o•'�"i'" _ I PRESSURE WINDOWS ATTACHED TO FRAME ASSEMBLY7UBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS c 23"•259" 0 1 - f 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 j - _ NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26"+ 1 1 6 (� JAMBS OF YOUR WINDOW. < Window Anclwr ,- 4)USING THE TABLE LABELED"WINDOWANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF a Height A B,C&D .:J.-.'•., V 6)INSTALL AS PER THE YOUR WINDOW. 10 ••'.�:'`�' �•• I INSTRUCTIONS ON SHEET 2. c 17"-229". 0 0 •.E•�-+,., - c .' -25. 0 ,,�'vr+��r' 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED(SEE 9" 1 .,�•-.� //d.LYNN�N,ILLER,P.E. 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). 2"+ 1 1 p,E.a 58705 I TABLE 2: Window Anchors Required PRODUCTREViSED os complying with the Florida Wlydow Width(in) 'PVB=BUTACITE�VB BY Building Oodc under 23- 2 16" -7/8' 30.3/4' 34" 37' 46' S3- B' 80' AcceptmmtJo!lo'O (Q•• KURARAY AMERICA INC. ioa Oate Anchor Group Anchor Group Anchor Group Anchor Getup Anchor Group Anchor Getup Ano r Group Ane or Getup nchor Getup Anchor Getup ($ A B IC&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D •SG'=SENTRYGLAS�Y ey 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 KURARAY AMERICA,INC. htismi eBrodoct Co Head/Sill 2 2 2 2 2 2. 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 25.15/16° 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 Head/sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 6 4 TABLE 4: >m 39' Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Head Snubber Locations Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 a 4 50&8' Jamb 4 5 4 4 5 4 4 5 4 4 6 4. 5 6 4 5 6 4 5 6 4 5 6 4 c FleadlSll 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 Glass Type: 2! Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 q PVB(Types 1,3&4) SO(rypee 2,5&6) O rn 60' None 20°max.from each end 'S Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 Jamb 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 6 7 4 Required 8 20'max O.C. c 63' Head/Sill 2 2 2 2 2 2 2 '2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: (n m 6T Jamb 6 7 4 6 7 4 6 7 4 8 8 4 6 8 4 8 B 4 06 p 0 Headisill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 76' Jamb 6 7 5 6 8 6 6 6 5 7 a 5 7 a 5 m ,?it ,•X\ - H I •- 7T Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 +X, f X, +Xii +X i O d �_ r Jamb 6 7 5 7 8 5 7 9 5 7 9 5 + t? °o LL Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 _ O Jamb 7 B 5 7 9 5 a 10 5 i X\ rc Q J �• HesdlB!II 2 2 2 2 2 2 2 2 .2 /X1 O D N = USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH d W OR HEIGHT DIMENSION SHOWN ON THE TABLE. + i Opp 0 0 TABLE 3: O Z o Z Min. Min. Mtn. Anchor ? +t ,� r+tt g o O W 0 Group Anchor Substrate Edge O.C. Plate Embedment EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7N6'ANNEALED SG LAML GLASS, i ?• t I Y �" Z Distance stance Required? t 1/4°MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF OP REQUIRED,NO ANCHOR PLATE > 114'steel Ultracon Hollow Block 1" 6' 1-1/4' No ~ > O S.Pine 5!B' 1' 1-318' No O ti AWNINGANCHORS: O O ' A #14,steel SMS(G5) 6063T5 Alum. 3/6' 518" .050' No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF-701-90. OS O �O� m o= Z g?� or#14,410 SS SMS A38 Steel 318' S/8' .050' tb O O O Ti V A653 Stud,Gr.33 3/a' SJa" .035',20 Ga. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND ��SI��t$y �� „ o x H Z 9 S.Pine 5111' 1° 1-318' No SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. B #12,steel SMS(G5) 608375 Alum. 3(8' SlB' .050' No or#12,410 SS SMS A36 Steel 3/8' 518' .050' No C)FROM TABLE 2,4 ANCHORS ARE REQUIRED IN EACH JAMB. A653 Shx1,Gr.33 318• 5/8' .035"20 Ga. No C SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. o rn 285k Concrete 2.1/2° 4' 1-318• No ) 1/4'steel Ultracon 285k Concrete 1' 4' 1514" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10' Hollow Block 2-1/T 5' 1-1/4° No---- - — --- - C S.Pine 518' 1' 1316° Yes q° o -_�- E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME q• q• z r,;xo LL S #12,steel SMS(G5) 6063•TS Alum. 316" 618" .0713' Yea ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). I 4° W ro�' a or#12,410 SS SMS A36 Steel 318° 5!8° .050' Yes F d Y o y A653 Stud,Gr.33 318' 5/8' .045°,18 Ga. Yes 0 o S.Pine Ste, 1' tare' Yes r ^o z z u #14.steel SMS(135) 606345 Alum. 3/8' 5/8" .U713' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOAY 17.67• I 1 or 014,410 SS SMS A36 Steel 31fi° 5/a" .05(• Yea A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-83.1. - - - ----- ----- - -A653 Stud,-Gr.33- -318'--518"- .045',218 Ga. __Yes 2.85k Concrete 1' 4' 1-3/4° Yea B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND --- ---- -- /-/ 1-- - ---- ----- -13:25' 2.85k Concrete 2-1/2" 4' 1.3(W Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE- 1/4"'steel Ultracon p Hollow Block 2-1/T 5" 1-1/4' Yes 61" _ Filled Block 2-1/2, 4" 1-3/4' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 1/4"410 SS 3.35k Concrete 1' 5° 1-3/4° No CreteFlex Hollow Block 2-11T 5" 1-1/4' t b C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL3. j/r� Holt Concrete 1-1/8' 5" 1.114" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. �' 6,.,!H 5116'steel Ultracon Hollow Block 31/B' S" 1-1/4" No 1 L7 Filled Block 2-112' 5' 1�/4° No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4' q' ';�-��'�• .'"� ~ NOTES: ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 20 -4- 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 48' a LY4 w aliVR,P.E. P rA 58705 t I TABLE 5: FOR GLASS TYPES: Design Pressure Ono for Sirde Whidon,All Anchor Groups 1)5/16"LAMI(1/8 AN-.090"PVB-118 AN) PRceODUCT REVISED s mpiYtaB with Una Flmide Widwr Width pi1°'°F I -0 I�•23 under23• 25.191E 27-716• 30a/4' 3r 34• 3r 46• 53-1R• 6a• 'PVB•=BUTACITE�PVB BY KURARAY AMERICA,INC. Accepr4oce Nu pMt r4G5D Date. /4+�8 under 2r +70f-80 4701-90 +701-90 +701-90 t701•90 +701-90 +701-90 +70/-00 .701-90 Na-B0 25-191E 4701-90 +701-90 .701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90' +701-91) N0/-90 HY ar +701-90 +7a-90 .701-90 Tor-90 +70F 90 +Tor-00 +701-90 +701-90 +701-01.1 +70471.2 Niiemi. BtAdOct 50.9E .701.90 ♦70/-90 +7w.90 +7a-90 +701.90 +701.90 +701892 +701-T7.9 SEE SHEETS 6D• +701-10 +701-11 "Ml-90 +7a88.5 +M.83.7. +70/79.6 +70174.3 &4 FOR WINDOW WINDOW .. 63• +701-90 +7W-90 +71-83. .7a82.3 Na•73. +1-69.8 r7a-T0.1 HEIGHT ANCHOR' 6T +7o/-8D +70F 90 +7a-83.5 +7a-78.3 t7a-T3.4 +/-69.4 77 +701-90 +7ad7.2 +7a•74 +/-11.3 H-65.4 T �WIDTH� LOCATION S •9 • .65 QUANTITIES..6 +7a +/ 84• 1 +701-90 1 +701--60.4 1 +701-70.e 1 � m J O a TABLE B: O 10 Design06 Pressure e (psq for Windows AOaorard to Vertical Frame Assembly Tube Z �M m VVlndon WMN SEE SHEETS 1 84 10'MAX ,-if II FRAME FOR WINDOW d r Ird8r 23' 26191E 27.718' 3D8t4' 32' 34- 37- 4E 631/6' 60• I I ASSEMBLY ANCHOR _ V- AncharGloup Anchor Grail Arolmr Group Amhcr Ambor Anchor Anchor Arehor Arwlnr Anchor , Tl1BE LOCATIONSAND O O Group Group Gmup Group Grew Group Grump QUANTITIES.SEE W J m A B C 0 A B C d D 0.C 6 D B AD AD All AL All AD AN WINDOW SHEET 3 FOR ANY d Q vtr fader 2r +701-90 +7a-90 +7a-90 .7a•90 +Ta•90 +7a-90 .701-90 .701-90 +701-90 +70MM +7(Y80 +7a80 +71Y80 +7a8D +7a-90 .701-60 HEIGHT ADDITIONAL N E 2S15r16' +7a410 +Ta-eo +7a80 +Tor-90 t7a-90, ,7a.90 .To/-90 t70F90 +TOF90 +7a80 .Ta80 .7a80 +%90 +7a-90 +70180 +Ta-90 '''777--- ANCHORS - W Q CO) 3E +70t89.9+701-70.5 +70140 +701-90 +7a-79.7 +7a-00 +701-90 4701-90 +701-90 +701-90 +70/80 +7a80 +713490 +7a-90 +7ad1.1 +7a-71.2 } ADDITIONAL REQUIRED FOR GD d F- WINDOWCD 50Sr8' 0-69.3 +1-%.3 +70190 +7a80 +141.4 +701-90 +7a-90 .7a•90 +70/89.6 +7a80 +7(V80 +7a80 +7a89.2+7a-T7.B WIDTH ANCHOR THE FRAME °Z 6a +F68.5 445.8 +ro84.7 +ro-90 +Ak8 +701812 +701.90 +701-90 +70/75.6 Na85.5+7a83.7+7a-78.8+7a-74.3 (4),IF REO. ASSEMBLY TUBE. i3 O D O 63' +/55.7 +/.43.6 .70180.7+701-M5 H49.3 +7a-T7.3 +70h90 +7a-90 +7a-72 +7a82.3+70I.79.4+7aJ6.6+7a-70.1 o 0 Q W z CL �' ti Z can o0 ? b� m m TABLE 7: € Q' y W I Dmign Pressure QKQfarWmanssAllBcheaWaHodmntal Frame Anem*Tree �❑ ~Q B FRAME L9KIor28.2615H6' 27.7/e' 3D8/4• 32• Sr ��W1Q0 4E 53416' 60. WINDOW ASSEMBLY >N N Anchor Alchor Anchor HEIGHT TUBE ® o e N _,.P_ G ArchSr Croup Anchor Gnrp AmhwGmup ArchorOnwp Archer Gmtp Ardor Grop AnchorGmup }n n AB A9 Group A,CSD B ACED B A.CSD B A B C5D A B CBD A B C6D A B -C -D_ ---- --- - --1(rM '-- - --- - - --��X�-- - ulder23' +701-90 +70140 +70140 +70/A0 +7a89.4 +70140 +70/•85.9 +70t-90 +70r-60.6 +70f-00 t70743 +Ta4)0 +7a•763 +/d47 +7a-Q +/86 Hd1.7 +70/80 Hd5.5 .145A +70/44.7 +7a80 Z U Om N a 25-191E +701-90 +7a-00 +7a80 +701-00 +7a80 +70-00 +70/b0 +701-90 +701490 .7a84 +7(VAD +7a80 +/-67.6 +7a80 +70-90 +j.6ab +7a80 +7a-00 Hd1.8 +7ab1.2 +7a-00 +7a40 U_ � I 39' 47DI-90 +701-00 +70/40 +7a80 +7a-00 +7a-OD +70140 +7a•90 .701-00 +7a80 +701-90 +7a8D +7a89.B+70180.1 +Tor-0D +7a-77.8 +161 +7a81.1 Hb8.9 Nb4 +7a-712+7a-712 ADDITIONALw o O O j I t 504V +701-90 +70140 +70/40 +M1-9D +7a40 +7a-90 +7040 +7a-90 +7a40 +7D/d92+7a89.2+7ad9.2+7a7 WINDOW a Y 1 7.9+7a-77.0.701.77-4 -�'I WIDTH ANCHOR I'~ (4),IF REQ. z I 601 +7a-90 +7a40 +7a40 +7a885+71Y.W5+7ad37+ro83.7+701.79.6+7a-79.6+70/-74.3+7(Y743+70/-74.3 o Z w E63• +701-90 +7040 +70?40 +701823+701-823.?Of-794+7a-79.4+7a-756+7a-75.6+70170.1 +7(Y7G1+701-70.1 U 67' +701-90 +70140 _63.5+701753+7a-76.3+70'-734+701-73.4 41�.4 +/894 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR -- -- - ---7r--+701-90-+7ad7:2+70/77A-+Ib9.3--NbBS--+141&4-_Mr&4.- - _ ___ .1,t.1 ,•// 7E +ro4o +7ab4.6 wo175.z .Ira +1b5 --LOCATIONS AND-QUANTITIES.SEE SHEET - 84' +7a7 +70180.d N0/-70.6 3FOR ANY ADDITIONAL ANCHORS ,,r•',�t _ REQUIRED FOR THE FRAME ASSEMBLY TUBE, NOTES: ^•' •.`•` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A L P.E.058705•PE t f FOR GLASS TYPES: TABLE B: PRODUCT REVISED Design Pressure(psi for Slagle Windows.Ail Anchor Groups 2)7/16"LAMI(3/16"AN-.090"SG-3/16"AN) as ildi-S In do j(tmrlDTlda ' Building Cadc 16'O f Wind-Wes' 'SG•=SENTRYGLAS%Y KURARAYAMERICA,INC. A ncianan pees IS under23- 2ti1S16' Z7-7B• 303r4• 37 34• 3r 46' 53.1/8• 8a , under 23• +9a-130 +9N-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a"130 .901-1. +901-130 +9a-130 B 2515/16• +901-130 .a9a-130 +9a 9a•130 +9a"130 +901-130 + -130 +9a"130 +9a-130 +9W430 +9a-130 y Mirun Dade Ptodect 39' +9a-130 +901-130 +9a•130 +80/-130 +9a-730 +Ba-130 +9a-130 +8a-13D +8a-130 +9a-128.8 ' NW8• +901-130 +9a-130 +9W-130 .9W-13D .9W-130 +W-130 +9a-130 +9a"13D SEE SHEETS 1 sr +9W-130 4901-130 +901-130 .901-130 *W130 +9a-13D +9a-130 8 4 FOR WINDOW WINDOW 83• aIXV-130 +9W-130 +9a-130 +8a-130 a9a-130 +80/-130 +9N-128.8 HEIGHT Or 49W-130 +901-130 4901-130 +90/-130 +90/-130 +9W130 LOCATIONS 7r +9a-130 +Ba-130 aW/-130 +9W-130 +ea-130 78' +9W-130 ♦=.I +9W-130 +9W-130 WINDOW AND WIDTH QUANTITIES. eT .9W-130 aW1-1W +9W-130 J O W 0.. � aQ r TABLE 9: Q .0 0 Design Pressm Bap to Windows Attached to a VeAoal Fmme Assembly 71ma tZ' Widow Width SEE SHEETS t 84 J munder 2r 25-15r16' 27-7/e• 304W4• 32' 34' 3r VP 53-18• 6a 10•h1AK --�{ ASSEMBLY FOR WINDOW d `,� r � Anchor Anchor GmW anror Anchor TUBE ANCHOR Ut LL Anchor Group Anchor Gmup Atonor Grtwp Group Group Anchor Gmup Anchor Group Getup Group Group QUATIT L ANDOCATIONS 3 � J Q QUANTITIES.SEE A B I 'C D A B C&D A,C&D B All All A,C6D a A.-C&D I B All AD All WINDOW SHEET 3 FOR ANY a W Q vr"i under 23' +701M +maD +701-90 +70/-91) .m-90 +7af-90 +70130 +701-90 1+701-90 +7a-90 +7a-90 +701-00 .70/81 +70/-90 +7a50 +m-9D +7Wb0 +70/AD HEIGHT ADDITIONAL 04 a W 2rMWI8• +7W+10 +7W4)0 +7W-W +70/-W 4701-90 +m-W +mdl1 +701-W +Tor-W +7a"W +m-90 +m-90 +70%90 +7a•W +7a-9D +m-Bg +m-BD +m-90 ANCHORS ` � (n 39• +m-B9.9+m-70.5 +m-90 +m-90 +m-79.7 +m-80 +m-W +7W-90 +701-W +m-W am-90 +7a-W +701-80 +70 g +7a-W a7WJ0 +7a50 +m-90 I I ADDITIONAL �pU1RED FOR CO W 8�- 50.V9• M9.3 +/54.3 .m-W +7W-90 +131.4 +701-90 +mAO a7a-W +7WA8.0 +m-W +m-90 +7aA0 a70FW +7a-90 +7a-W +mAO WINDOW I A CHOR THE FRAME W +/58.6 +/-45.8 +701-84.7 +m-W +151.6 a7a•81.2 +7W30 +701-90 +70/•75.6 +7a-W +7W-90 +TasO +70/AD +m-W +m55.4 yyll WIDTH 11�� (4).IF RED. ASSEMBLY TUBE. '•O D 1Q or a155.7 +/-43.0 .7W30.7+70/59.5 +149.3 +7W-7).3 +7W-90 +7W-W '+m•72 +m-90 +mAO +m-90 +70%Be.fi +m-90 +m51.3 c4 cQ 0 Y W Z_ (L ti Q Q TABLE 10: i LLI Design PMS Ve WST)br WMnS Altathe0 to a HWZadal Frame ASSemely Tthe ¢ Q o FRAME B UUW23'25-15116• 27-7/ir 303/4• 3r 34- 3 NORY Width 3r53-IIV fi0' WINDOW ASSEMBLY 2 t0 HEIGHT TUBE Anchor Archer Anchor m Grow Gt0 Arc ha Gmp Anchor Group AnchwGmup Anch"roup Anchor GmW AmhrGroup AmhorGmup }hcvv - - - ._ - -_ _ _ _ _ _ __ a Ali Ail fap A,CBD B A,CBD B A,C&D B A B CAD A B C&D A B C&D A B C D 10'MAX -p4NJ .- IAdC23' +7D/-9D +70l-00 +7W-90 +m90 +7111-W.4 +7W-W .m55.9 +701-W +7W-0D.8 +7W410 +m-74.3 +M40 +7W-763 +/59.7 +7W-00 +/g +/51.7 +m-0D /,%5 H45.6 +m-84.7 +TW4i0 Z O 2'F75116- +m-90 .701-W +7W-00 +70/40 +7W90 +7W-W .met .m4D .7W+X1 +70'S4 +70%W +7W50 +1.67.6 +m4)0 .7a410 +/bB.fi +7a-00 +m-W 4151.6 +mA1.2 +m-00 +7WJ)0 2 U_m-m a . r 39• +70/-W +70/-00 +7a+)0 +m+iD +more +TOIAO +lam +m-W +7WOU +7W+1D .70/-W +m410 +70/-W +7a-0rl +7W� .7t1/+Kl +7a410 +7W-W +7gF66:2 +1W51 +7W60 a,Ta•W ADDITION w .. 50.M- +m+30 .701.90 .7W4)0 +m410 .7W4)0 +7014D +7W410 .m-W +70/80 +7W-00 .m-90 +7WLg .m40 +moll +70d-00 --I WINDOW I ANCHOR o>a yo . y 'l WIDTH 1'�- (4).IF RED. n z x 6a .m-W .70140 .7a-90 +m90 +7a90 +711/-0D +7W90 +701-W .701-90 +70f-00 .70/l0 +7(Y-90 O= w - SY +m-QD +70/4)0 .m.90 +70/410 +7(Y4)0 17a-9D +met .701-90 .70190 +70140 +m-W +ro430 U E sr +70/-W .70150 +701-00 +70/470 +70`40 .70f-W .70140 .m-W .701-011 . SEE SHEETS 1 D QUANTITIES. WINDOW ANCHOR ---- --72-"+7D/+n--.701-00 -.7a-00 -.met -.m4X) -+7a.W -+7W4M ---- ---- _--- - -LOCATIONS ANDQUANTRIES.-SEE SHEET-- - - - -•.. -- - - 76• .70140 .70/80 +7W410 +m+Xl +72! ---- -- 3 FOR ANY ADDITIONAL ANCHORS l 84• +70141D d0/40 1+70V-0ll REQUIRED FOR THE FRAME ASSEMBLY TUBE. OIL NOTES: '_: 1 SEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. r A.'I:Y.E MI4LER,`P.E. P.E.rs 14LER FOR GLASS TYPES: TABLE 11: PRODUCT REVISED Design Ple6arre(psQ for Snge Wlndws,All Anchor Groups3)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) u.cmptyiug rAlh the Fknida de Window Winch I PVB'=BUTAC VB BY KURARAY AMERICA,INC. ACrecePtunce No /(0 un4er23' 25-15118' 2F7l0' 303'4' 37 3a' 37' 46' 53-118' 80- rai"Date /�IS utder 23- +7a-90 +701-90 4701-90 +701-90 +701-90 +7a-90 +701-90 Tm-90 +70/-90 +701-90 B 2516/1e' .7a•90 +70F 90 +701-90 +701-90 +701-90 .701-90 +70/-90 +7a•90 +7a•90 +701-90 Y 39' +7a-90 +7a-90 +701-90 +701-90 +7a•90 +701-90 +701-90 +Ta•90 +7a-832 +7a-73.1 Mia:n• rile ProQcclC x50N8' +70l-90 +701-90 +70%90 as-90 +7a•90 +m 90 +7a-90 +Tor-8O &4 FOR SHEETS I Or +TGI-90 +7a•90 «TO/-90 +7a-08.8 +7a-05.8 +701.81.7 +7a-762 &4 FOR 81' +701.90 +1a-90 +701-90 +701-MA .7aA1.5 +7a77.5 +7a-71.9 WINDOW WINDOW HEIGHT ANCHOR ' m W' N01-90 +70/-90 +701-06.8 «701-78.3 Na-75.3 +701-71.2 LOCATIONS � 77 .70A 90 +7a-09.fi +7a•79.4 .7a-71.1 +/-67.1 T AND C 76' .701-90 «7a�g.8 +1a-77.2 .�68.8 T �WINDOwy,a QUANTITIES. c &1' .701-90 +Tor-825 tTa-72.7 WIDTH J, CD LU a TABLE 12: 0 0 Design Pressure(pso for Wl xbm Attached to a Vertical Frama.AssaMy Tube I� WltWow WtlN IV MAX. FRAME FOR WINDOW SEE SHEETS I 84 d J I - uMar23' xS15116' Z7.718' 363r4' 32 34' 3T 46' 63-1/8' 6P ASSEMBLY ANCHOR - `Jl r LL L- Anchor Group Anchor Group Anchor Group coup Arctnr Anchor Amhw Arotnr Anchor CBE LOCATIONS AND - U) O Gmp Group Group Group Group Group Groyr QUANTITIES.SEE z W J d A B C D A B C 6 D A.C&D B AT All All A9 NI All A9 WINDOW SHEET 3 FOR ANY a Q H un,f.r 23' +701.90 +7a90 :701-w .7a90 =+14. -90 .701.90 .7a-90 .7a-90 +7aS0 +70490 +7a81 +7a-90 .71YE0 .701-90 .701-90 HEIGHT ADDITIONAL 04 W 2545N8' a7U/9D +7a•90 +70F90 +78190 •90 .7a-90 +7a90 +701-00 +701-90 .7a90 470/90 .70l-90 +7a90 .7a-W +701.90 ANCHORS ` W Q (n 39' +7a-09.9+7a-70A +7a-90 +7a90 -90 .701-90 +7a90 +7. +704. .7a90 +701-00 +7a90 +701-90 +7aA32 t70%73.1 ADDITIONAL REQUIRED FOR CO u WINDOW I _ 6459' +Ib9.3 +!-6C.3 +70F9g a7a9ll 190 +M-90 +70190 +701-89.8 +7a-90 +7a90 +7a90 .70/-90 +7a•BO I _ ANCHOR THE FRAME � WIDTH fff� (4).IF RED. m Cp .O rn Z 60' a/b6.S +1-06.8 aT0%84.7 +71V-fO 1.x .7a90 +7a90 +7a-76.g+7a•88.8+701 8 NaA1.7 170We.2 ASSEMBLYTUBE O63' +lb5.7 +1-03.8 r7a-0D.7+7(Y-09.5T7.3 .7a•90 +7a90 +701-72 *711194.4+7a91.5+Ta•77.6+701-71.8 g LLI Z CD a � O o� z B TABLE 13: o W "� 1=Q Design Pnssue�0 tm Wm6Ars AlMaoheO to a Horlmntal Frame Assemdy T1Ge 0 FRAME WinuMefZi•2515116' 27718' 30Jf4• 3T 34' 3T OM WIQh 46' 53.1/B• 60' WINDOW ASSEMBLY a eo HEIGHT TUBE I ® r°iv E Aricnar AmhOr Air Amhm G_Imp AnchOr Group AnchorGmup _ AnchorGwp ArchorGmW Amhor Caorp AmhorGmup T _iL Yn Nn GAAll -Grp All A,C&D B AC&D B A,CBD B A B C80 A B C&D A B C&D A B C D } 10'-A111X �4 x� _ WdD 23- +70140 +7aAD .7a40 .7a90 .7a•89.4 +70/-M .7aJf5+9 +7a-90 .7a90.8 +7a90 .7a74.3 .7a90 +7a76.3 HdA7 +7ly-90 H46 Nd1.7 +7WW H565 +145.8 +7a-84.7 *lur 0 I i V m.uj 25-1511C +7a-90 .7a-0D .7a90 +7aRl +7a-0ll +7a-00 +7a90 +7a-90 +7a90 .7aA4 +7II-90 .7a90 Hfi 6 .7a90 +7a-90 +/58.6 +7a90 .7a90 HS1.8 .7aEt2 +7a60 .7a-00 W_ 39• +7a-RI +70/9D .7a-00 +70190 .7a90 +70/9D +70/+X1 +7a90 +701-00 +7a90 +701-90 +7o/40 +70ralg+7a-08.1 +7a-gD +7a7i.6 .1-61 .70f-n HEQ9 H54 +7a-73.1 +7a7&1 ADDITIO r Z o 0 0 I WINDOW ANCHOR �'a Y f 50d'8• a7a-ou +70I90 .7aaD +7a-00 e7a90 +7a9D +7a410 +7a90 +7a9D +7a90 .7a90 .7a-gD 47a-00 +7a4m +7a-00 WIDTH (4),IF RED. o O = 60' .7a-W +701-9D 47a90 +701416.g+7a-98.B+70E-058+71U9S.9+Ta91.7+70fA1.7+701-762+70176.2+7a-762 o U 63• +7a-9D +70/410 .7a-90 +7V-84.4+7a-04.4+7a-01.6.7a-01.5+70/47.5+7a-77.5.7a-71.9+7a-71.9«70I-71.0 li 67• +701-00 +101410 .7a-05.6+7a-7&3+7a-78.3+7a753+7a753.70171.2+7a-712 _ SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 72, +N1-90 T.7a:89.5 i7a•79.A+7a•71:1+7a-71:1-+/E7.1--HbZ1- --- -- ---- -- -- ---- --LOCATIONS AND QUANTITIES:SEE SHEET -- 76- +7a-m +T0/.Bs.8+70/77.2 +lEfi.fi +!•666 3 FOR ANY ADDITIONAL ANCHORS ,�•. i'`.1 w +7a-IA .7(V-62.6+701•72.7 REQUIRED FOR THE FRAME ASSEMBLY .. TUBE. NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ,•A'.LYNNMILt61S,P.E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EP 58705 ct FOR GLASS TYPES: TABLE I4: PRODUCT REVISED Design Pressuro(psO for Single Wind-,All Anchors 4)7/8"LAMI.IG:(118"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) as romplyfug wit,11.F1m1dA dc WndwvWldth •PVB'=BUTACITE©PVB BY KURARAY AMERICA.INC. Building gC 1,1 uMer23' 257416' D-7/8' 30314' 32' 34' 3r 46^ 63-178' BP Accc ronoeNo I6-D7J4'-?38 EnpiraitOn Date under 2r +m90 +701-90 ♦7(1191) +70190 +7090 +70/90 +70/90 +70190 +7090 +m90 R1, 25-16F16- +m90 +70190 +70190 +70190 +70190 +7019D +70f90 +7a80 +70190 +70f-00 P.}j:lpi sae product Comr Mr +m-90 +7(Y90 +70f90 +70190 +70190 +71Y90 +7af90 +7a190 +7w90 +7w91.2 Sow +70190 +70190 +71Y91) +70190 +70t90 +7W90 +70190 +70198.9 SEE SHEETS 1 60' +7ty90 +70190 +70190 +70190 +7a90 +m90 +m94.8 &4 FOR WINDOW WINDOW 63' «m90 +m90 +m90 +m90 +m90 am9e.1 +m 79.B HEIGHT ANCHOR err m Hr +70190 +7tV90 T-W +m97 +701-83.6 +m 79.1 LOCATIONS 72' +7W90 +7W9D +7111188,2 i ' +701-74.0 }T WINDOW AND 78' +70190 +7Wa +m95.8 +m-74 I WIDTH QUANTITIES. 84' +m90 am90 +m9o.8 C) LLI TABLE IS: 0 06 3 0 Design Pressum(MQ for Windows Attached to a Vertical Flm ae Assembly Tube 10,MAX -�{ � FRAME Z o` Window With I I ASSEMBLY ¢ ly m1ndBf 23' 25-15116' 27-7ff 3D.T4• 32' 34, 37' 46• 53-1/8' .60' Ji- JQ r Anchor Anchor Anchor Anchor Anchw Amber Anorm Group Anchor Group Anchor Group Group Group CivOD Group Anchor Group Group (coup WINDOW _ olf J O HEIGHT C A B C D A B C&D A.C&D B A8 All A8 AN A,C&D B All AN a T co order 23' «7a-80 +701-90 +m-80. +7a90 +70190 +7a•80 a70190 ♦7a-80 +7a90 +70/90 +m-90 +70190 +m90 +70190 +m-W +m90 +m-80 ADDITIONAL 04 2S15H6' +m-D +70190 am-90 +71-90 +m-90 +701.90 +78'9D +m-90 +7a90 +70F90 +7a90 +m90 +m-80 +m90 +m-90 +m-90 +m90 WINDOW ANCHOR r- W W 39' +m99.9 +m-70.6 +m90 +m-90 +m-70.7 +7a-80 470190 +70190 +7a90 +70FW +m-90 +7a90 +m-90 +m90 +m-90 +m-90 +m912 WIDTH (4j,IF RED. pip LIJ W 0 B 504M +/99.3 +/54.3 +m•90 +701-90 +191A +7Df•90 +701-90 +701-90 +7a99.0 +70/-90 +m-w +70190 +m-90 +70198.8 +m91.4 60- H58.5 +145.8 +m94.7 +7a-90 +1-5 ♦7a91.2 a70190 '+m-90 +701-75.6 +m-90 +7a90 +701-90 701 4.6 SEE SHEETS 1 8 4 FOR WINDOW '-p (p Oo Z BY +1557 +143.0 +m90.7 a7a99.6 +/d9.3 «7a-77.3 +7a90 +m90 a7a-M +70/-D +m-90 .70/96.1 +m-79.9 ANCHOR LOCATIONS AND QUANTITIES. $ (n SEE SHEET 3 FOR ANY ADDITIONAL Y LLI Z ANCHORS REQUIRED FOR THE FRAME (n X p ASSEMBLY TUBE. a Z CD' n $ m'O 4(n "Z �Q TABLE 16: .s cit K LLI S DmIgI PrBsStae pSQ tor Windows Attached to a Halydrla Frame A65embly lute O -,0 ~Q WMOOw With FRAME user 73^ 25.1516' 27-7/r 30314' f-+71Y-74.6 +7W�Z6 32 34^ 3r 46^ b9.11w w WINDOW ASSEMBLY m Anchor Anchor Ambor HEIGHT TUBE ® o H N N Anchor Omphor GroW Amtcr GlDtp Anchor Group Anchor Gmtp Arcl-Gump AmhorGrcup yprv< GnwP -ciroup Group_-- -AI All AI AC&D B B A,C&D B A B C&D A B CAD A B C&D A B C&D 10'older M9 +m-90 +m-90 am-00 +m-90 +7a8%4 +7a95.9 +70190 +m90.8 +7a90 +m-74.3 +7D'90 +701-M.3 H5A7 +m90 +196 +151.7 +7a9D H-.S +/-45.& +7014147 p25-15116' +70/9D +m-90 +m-90 +m-90 +m-W +70190 +70/4 0 +7a90 +7a94 +70190 +7a90 +167.6 +7a90 +m90 +/'58.5 +7a90 +7a90 +/-51.8 +70/91.2 +70/-90 V m N a U- sa «m4n +rol-D +m-D .ror•D .m-D .m9D +70190 +7D190 +7a410 .m90 +7a90 +m99.9 +m99.1 .7a90 +rol-n.e +roras2 +7a90 ./9s.9 ./5a .7D191.z r W o0 0 Is so-US' +m-M +m90 +m-90 +m-90 +m-9D +m90 +70/9D +7a90 +7a9D -+70/-W +7a90 +m-B8.B +Ml-81.4 +m9t1.5 WINDOW I ANCHOR >aWIDTH1� (4),IF REQ.6P +m-W ,m•90 +m-90 +m-90 +m-M +m90 +70140 +70/90 +m94.6 +m94.6 +m-84.fi ST +m90 +m-90 +m-D +m-90 +m.9D +70190 +mffi.1 +m-B6.1 +m-79.9 am-79.9 +m-A96r +ro/-9t1 +7a-D am-D +m9) +m97fi a7a83.6 +m-79.1 +m-79.1 SEE SHEETS 1&4 FOR WINDOW ANCHOR7z zm9D :m-90--+7a9&2 -+roi-79--+m.79 .6 +7a-74.B-- - -------- -- -- LOCATIONS-AND QUANTITIES.SEE SHEET-- - - '.l: -: -- - - 76' +ro/90 +m-D +7a85.8 arol-74 am-74 Ba' +m-D am•D +7a90.8 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. NOTES: ?.•;1•;:.?,�?.'...,. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. /'AL P.E.968ro5PE I FOR GLASS TYPES: TABLE 17: - PRODUCT REVISED Design Pressure(paQ for Shoe Windom.All Anchor Groups 5)7/8"LAML IG:(3/16"AN-1/4"AIR-3/16"AN-:090"SG-3/16"AN) ss wmplyiag with the Florida wr mwwmh 6)7/8"LAM].IG:(3/16"T-1/4"AIR-3/16"AN-.090".SG-3/16"AN) Building Code Ito-o 14 2 under 23' 25.1a16' 277/6' 303/4' 3rj34" 3r 4W 53-10 60• AEiymm"3 Dnt. 7 under 23' +9or-130 +9a-130 +sa-130 +W-130 +Oa-130 +901-130 +sa-130 +Oa•13o +m/-13o °SG'=SENTRVGLAS Y KURARAY AMERICA,INC. ZMSH6' +901-130 +901.130 +W-130 IM-130 +9a•130 +90/-130 +9a•130 ♦9a-130 +BOI-130 391 +9a-130 +M.130 +901-130 .901-130 +9d-130 +901.130 +901A30 +9a-130 +90/.1305D.&B' +9D1-130 a9a-13D +Ba-130 +Ba-130 +9D/-130 +9a•130 +9d-130 60' +9d•130 +90'-130 +901.130 +9a-130 +W-130 +9d•130 SEE SHEETS 1 63' +9d-130 +901-130 +901.130 .M.130 +W.130 +901.130 &4 FOR 67' .9d-130 +9d-130 +90/-13D +9a-130 +9d-130 WINDOW WINDOW m 77 +90/-130 +Da-130 .90'-130 .901-130 +9a-13D HEIGHT ANCHOR 76' .9a-131 +9d-131 +ev-130 •9a-130 LOCATIONS 84' +9a-130 +Bd-13g 4801 11 I I AND O f WIDTH QUANTITIES. d• W aQ TABLE 18: 0 a Design Pressure(psQ for Windows Attmhed b a VeNcel Frame Assembly Tune Z o aow NAdm SHEETS 1&4 wln _ 1 10"MAXMA%. �-II FRAME FOR WINDOW 8 m under 23' 25-15116' 27-7/r 30,V4' 37 3r3r 4tT 541/6' 6d I I ASSEMBLY TUBE r Arches Archer Axle Anchor Arendt Jj_ ANCHOR AxhorGmup Anchor Group Anchor Group Arct"Group Amh.Goup TUBE LOCATIONS AND W Group Group Group Group Group QUANTITIES.SEE W J ^O A B C D A B C&D A.CAD B All All A,0&D B A,C&D SHEET 3 FOR ANY B A0 A9 All WINDOW d n: W y Q under 23' +7d-90 +Td-BO +7d-90 +7a-00 +Ta40 +7d-00 +ro-90 +ro-90 +7d-9D .ro-0D +ro•90 +7d-9(1 +7d-9g +701-90 .7d-90 .7(11-9g +laSO a701-90 HEIGHT ADDITIONAL N W 2515/16' +7a-90 +7a-00 +7aAg +701-90 +701-90 .?W-90 +7a-90 .701-0g .7a•90 +7d-9D +7a-M +7a-90 +70f-90 +701-90 +7a-90 +7a•90 47a-90 .701-90 ANCHORS ` U) Q (n 39' +7a-89.9.7dao.5 «7a-90 +Ta.90 +701-79.7 +7d-90 +701-90 +7aAD +7a•90 .7a-9D +70'•90 +7dA0 .7a-913 .7a-90 .7a•9D +7d-90 .7a.9D +701.90 ADDITIONAL REQUIRED FOR DD W e;f- wu.o 50-0tr +rss.3 .1-5a.3 +7a-90 +7a-90 +/�t.a .7a-00 +7asa +7d9D ,roas.e .7aso +7a-eo .7a-90 +7a-90 .Td-90 .7m-90 +7a90 wIOTH ANCHaR THE FRAME w _ Z BO' H-ti6.5 +145.8 +7da4.7 +7d-90 +/51.0 +7a$1.2 .7a•90 +M-90 +-.4116 +7a-9D +Td•90 +7a-9g +7a-BD a7d-90 +7d-05,4 (4),IF RED" ASSEMBLY TUBE. _ O Q 63' +/55.7 +/-03.0 +7d40.7+7d-89.5 ./-09.3 +7a-T7.3 +7d-9D +7d-0D +7d-72 +7g1-90 +7d-90 +7a-90 .7d-86.5 a7fY-90 +7d•B7.3 O o Q Y W Z lY (L r a Z Z 8 m U oU ro0 Q TABLE 18' o '""W ¢Design Pressure W br W IrW7ws Attached to a HQimntal FrarlleAasenl4y Tube whwm WlrIlh FRAME render M-28-15116'd 303/4' 3T 34' 37' 46' 53-11v to 6p- WINDOW ASSEMBLY Anchor Areler HEIGHT TEE I ® o N m _____ ._Gr _G rchvGroupAmour Group Aflth0rGf0up, - Ax9orGmup -___Anchor GrwQ___ AnhorGroup-- _ _ Arch"Gmup -� _Aep A14A.C&D B A,CAD B A.C&D B A B C&D A B C&D A BFC& A B C 0 10'MA%vlda23' .70/-9D +7d40 +7a-00 +70/419.4 r70/40 +7a•&5.9 .ro40 +Tdm.B •7a4)D +Tor 713 +ro4D .7d-763 N-0D.7 +7d-m HE6 +f-51. ./ASB5 +1 .9 .7(V 7 +7a410 oZ O315116 +701-90 +7d-00 .ro40 •7a40 .7a-90 +70140 +701-9D .7d-00 +ro414 .7a-90 +7&: 0-67.6 .7d4o .7d40 .1-W.5 +7a-0 +/.61.8 .Ta41.2 +7W-90 +70140 m3T +701-9D +70190 .7a-00 .7a60 +M/-BD +7W40 +RV-M +70190 +Ta-0D +7a-90 .7a4B0 +7a� NO190 .7a-9g .701-00 .7a-0 .701-862 +70141 +701-90 +7d-0g ADDRIINI o 0 5 SOd/s' +70I-9D +70190 +7a'M +7a-90 +7p/AD +70140 +7d-90 .7dA0 +70140 .7014D .7&40 .701m +70140 +7a-90 WINDOW I ANCHOR �>u;= 60' +7d-9D +7d40 +ro40 +7a40 +7a40 +7a-00 +ro-9D +7a-00 +ro-0D +%90 •ro40 ~1 WIDTH h~ (4).IF RED. oZ Z w 63' +id-90 +70140 +ro40 +701-90 +7a40 .701-90 +70/-00 .701-90 +7d-00 +ro-90 .7a-90 +7(Y OD O 6r +7a-w .70/-00 +7a40 .7a-90 +7a-00 +7d40 +701-00 +7d-9D .7d40 - --- -7T--+7v-so--+70/-90 -+ro410--+7a-90--.T1-0o -+11411--waa0- =-- -- SEE SHEETS 1&4 FOR WINDOW ANCHOR - -- - - -- -- -"- ----LOCATIONS-AND QUANTITIES.SEE SHEET- - - - 76' +ro4D .7D/•90 .7a40 +ro40 .7a DD 3 FOR ANY ADDITIONAL ANCHORS a4• •701-BO .7d4D +70140 REQUIRED FOR THE FRAME ASSEMBLY TUBE. " NOTES: ,•'.t.,.. ':.. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. .'A!LYN r MILLER•P.E. 23 SEE SHEET 4 FOR SNUBBER REQUIREMENTS, P.E N 68705 ) TABLE 20: Item Dwg.# Description Mat 1 7002 Main Frame Head,Sill&Jamb 6063-TB Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063-TS Alum. 3 7003 Sash Top,Bottom&Side Rail 6063-76 Alum. 4 7W8 Frame Corner Key Steel 5 7009 Sash Comer Key Steel AS REQUIRED PER 6 7078 1 Frame Gasket Vinyl Foam TABLE 3,SHEET 4 2 1 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187'x.275" Flex PVC 70 3 10 7024 Maxim Multi-Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel i 13 7013 Tie Bar Guide Nylon 14 1 7015 17le Bar Assembly Steel or SS o 16 7029 Maxim Projected Operator Steel I 7 17 7030 O eratorGasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator S acerBlock Nylon 3 21 7034 0 eratorTrack&Slider Steel 22 7023 Projected Hine Manuf.by Truth Steel 24 jSnubber,Anti-blowout Clip Steel 5 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 35 7036 Bead B 6063-TB Alum. 85 36 7042 Bead C 6D63-Tr)Alum. i 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 I 50 I Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Comer Key Polypropolene 6 62 Screen Cloth Fiberglass —63——1635 Screen Spline— EM.PVC INTERIOR 64 320 CasementScreen Spring Stainless Sleel J 70 134 Add-on Flange 6063-TS Alum. j 71 7004 Frame Ass Tube 6063-T6 Alum. i 72 Maxim Pivot SliderAssembly Step PRODUCTREVISED 80 #8-32 x V2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 66 as complying with the Florida 81 1157 #8 x 1/2"Ph.Pn.SMS Stainless Steel — eV�e a e A—pttm-1,e 1 I --— e e 82 #8 x 5/8"FI.Ph.SMS Stainless Steel ;;';•. .:-'!. — — - R BY., ° -- Re�sr^n-s: �Pfdvct i¢0783 #8 x 7 8"F.H.Ph.SMS Stainless Steel Revised ey: Dote: Revision A: D 84 1#8x 1"FI.Ph.TEK Stainless Steel 85 #8x 1"Quad Pn SMS Stainless Steel 86 ti8 X 1-1/2"Quad Pn SMS Stainless Steel �' 6�K �� ® Dasar+Ptl"^ Oraw^By: 87 #lox 1/2"Ph.Pn./TEK Stainless Steel BOM AND CORNER VIEW J ROSOWSKI 89 #10 24 x 9/16"Ph.Pn.TYPE F StainlesS Sleet 1070 TECHNOLOGY DRIVE ride: Date; �. N.VENICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 90 #12 x 1"Ph.Pn.TEK Stainless Steel P.O. BOX 1529 •ri r 1;! ;; !'' NOKOMIS, FL 34274 Ser7es/Model: Scole: Sheet: Growing No. Rer. A.LYNN MILLER P.E. CERT. OF AUTH. #29296 AW-740 NTS 10 OF 11 MD-AW740LM B P.EI5s705 i I NOM NOM. 434• SILICONE HOT-MELT BUTYL � .125" STRUCTURAL 2.8,9' SILICOCFi NE .082' 2.701' STRUCTURAL FOAM 3N6"NOM. .439" M. POLYISOBUTYLEN 1/4"NOM. _ WITH DESICCANT DESICCANTITHI 1.159"WITH 062 EXT.GLASS EXT.GLASS 2,784. 2.139' .093" OFRAME HEAD, O SASH TOP, 71 FRAME SILL&JAMB BOTTOM&SIDE, ASSEMBLY TUBE INT.GLASS INT.GLASS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 KODISPACE SUPER 1.356 100 4SG TPS 101 SPACERONXT- 2sD3 .040• 1.000" 1�.441" 1 .. _ T I .423' .095• J .093' ALUMINUM FXED .093" REINFORCEMENT POLYISO- DESICCANT FILL AREA ANCHOR PLATE O SCREEN FRAME OADDONFLANGE BUTYLENEVINT.GLASS 5116"NOM. 2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 I 5116"NOM. SEAL BUM& LICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASS .050" .706" .050" EXT.GLASS .865" I.GLASS BEAD B BEAD C 102 DURASEAL® 103 XL EDGE'"" 35 #7036,6063-T6 36 #7042,6063-T6 0 SPACER SPACER — .870—-ICI .050.. -— Part# Description Material 444��� 100 Kommeriing 4SG TPS Spacer System �-- .569" 101 Quanex Super Spacer nXf with Hot Melt Butyl See this BEAD D 102 Quanex Duraseal Spacer Sheet for 37 97059,6063-T6 Materials 103 Cardinal)L Edge Spacer i ------ -------REFERENCETEST-REPORTS:-FTL-8717,8968&8970 ------ --- --- -il. ---- —Revised_By:. Date:____ Revlsion_B: ' Revised Dy. Dote: Revision A: ® Description: Drawn By: CL 61 EXTRUSIONS&SPACERS J ROSOWSKI •�''� 1070 TECHNOLOGY DRIVE Title, Dote: W. N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 j '•� "•..;. P.O. BOX 1529 I NOKOMIS: FL 34274 Scrias/Model: Scole: Sheet: O"ing No. Rev: j AL�'NNIt311LLER,P.E. CERT. OF AUTH. #29296 AW-740 NTS 11 OF 11 MD-AW740LM B j P.E.#58705 `J 1 I