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HomeMy WebLinkAboutNotice of Acceptance (5) MIAMI•DADE NIIAMI-DADE COUNTY rellail PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined.by:Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"AW-740"Aluminum Awning Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740L1V.I, 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. NRSSILE 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 hate 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. s INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or. 'its i distributors and shall be available for inspection at the job site at the request of the Building Official. is 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. F > - N o.1 -0714.2 MIAMMADE COUNTYINExpiration Date:. April 11,2018 . r« • • re J� F •�e i¢ spy :r. j( ov a ei S ber . Ol J�,j Appr ai D t eptem O8, 6 1 111 C0�3� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.0 7) 2. Drawing No. MD-AW740LM,titled"Awning Window Details—LM&SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL--8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahrds 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 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014), dated 05116115,prepared by manufacturer, signed and sealed by AnthonyLynn Miller,P.E. (Submitted under previous NOA No. 15-0S19.11) 2.' Glazing complies with ASTM E1300-04 Manuel Per X.- - odu m' er • NOA o..l 0714"r23 ,�... . Eapiratton Date4Apr 11,2018 '. Approval Date; September 08,2016 F�"� e.�4` 1a< 3 :..,t �1. '%. .. `.f•: � h.. .`i>i�.+r .3 • x, "�, r� � n PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/1 S. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th 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 07/16/15 and expiring on 04/11/18. i Ma ere ,P.E. i. z ac ntw a e ' Expiration Date: April 11,2018. �. ate: S te. S,2 ,Approval D ep tuber 0 016 f4 J , BIIB•LAMINATED 71111'LAMINATED �yI DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK GENERAL NOTES:SERIES 740 VARIES. RATED FOR LARGE&SMALL .080 BUTACITE®PVB 09D S(®B1 KURARAV IMPACTRESISTAJVlAWNINGWINDOW SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE lirANNEUFD BYKURARAY 3116'ANNFALED —AMERICA,INC. + GLASS AMERICA,INC. GLASS— IS PRODUCTIHAS BEEN DESIGNED&TESTED TO I i 3t1ll"ANNEALEDGLASS COMPLY-WITH THE REQUYTEMENTS OFTHE FLORIDA EXTERIOR GLASS 39 GLASS ".-BUILDING CODE,WLU C THE HIGH VELOCITY 50'WIDTH EXTERIOR HURRICANE ZONE NV1!)FOR INSULATED GLASS 53'VISIBLE LIGHT WIDTH(DLO) a a --�- INSTALLATIONS ABOVE V LN THE HVHZ,THE OUTBOARD I 11MW GLASS BETE I 11110•GLASS BITE ��(CAP) NO ANCHOR PAIR MUST: D' REODIFWWDOWIS � � 27-7/8'WIDE OR LESS 12•MAX.FOR UNITS 3 3 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN B,SEE so 60 (HEAD&SILL) OVER 39'TALL •WIND•BORNEDEBRISRE NS. Ct SHEET2 OTHERWISE4'MAX. FOR MASONRY APPL ONS IN MWMI-DADE COUNTY, 32 -USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ') '•ANCHORS.MATERIALS.USED FOR ANCHOR EVALUATIONS GLASS TYPE 1 GLASS TYPES 2 WERE SOUTHERN PINE fA:STM C90 CONCRETE MASONRY 71W NOM. ' UNITS'AND CONCRETE WN.KSI PERANCHOR TYPE. GLASS STACK s11e'IAMINATED• SEE TABLE 3,SHEET 4. GLASS STACK 39• 116•ANNEALED .4)ALLWOODBUCKSLESSrTHAN1-1?THICK ARE TO BE / / HEIGHT CUSS -;: CONSIDERED 1X INSTALATIONS.IX WOOD BUCKS ARE A.SEE 7ntr AIRSPACE .f199'BUTACITE PYB :.'•OPTiONAL IF UNIT IS INSTALLED DIRECTLYTO / \. SHEET 2 32. JW ANNEALED OR BY KURARAY TETHERED GLASS AMERICA.INC. SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 14rt VISIBLE 11fi•ANNEALED "THICK ORGREATER.'1XM1D2X SUCKS(1NHENUSED) / / .\ 11GhT 30 i G� t�'SHALLBE DESIGNED TO,�ROPERLYTRANSFERLOADB- 18'hMX. HEIGHT ExrEwoR ?TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. ' (OLD) „41SISTALLATIONIS.THE RESPONISIBIMOFTIIE I / \ a 11116'GLASSBRE ter ;a. "ENGINEERORARCH OF RECORD. 11 37 _ 1� .5)ANCHOR EMBED 0 BASE MATERIAL SHALL BE, 4'MAX AX 3 `.BEYOND WALL DRESS[ OR STUCCO.USE ANCHORS OF EM SUFFICIENT BED _ SPECIFIED ON TABLE 3, S,MAX I I .. o SHEET'4.NARROW J01 SEALANT.IS USED ON ALL FOUR B � � 4'MAX 100-103 3s CORNERS OF THE INSTALLATION ANCHORS" +--•'23• USE ANCHOR PAIR FOR UNITS SHOULD BE SEALED.OVERALL SEALINGIFLASHING OVER 27-7/8•WIDE(HEAD&SILL) GLASS TYPES 3&4 STRATEGY FOR WATERiRESISTANCE OF INSTALLATION -SHALL BE DONE BY OTH,g S AND IS BEYOND THE SCOPE 71A'NOM. OFTHEsewsTRucn TYP.ELEVATION OF AWNING WINDOW GLASS G�SSTACKEo ".8)SHIMS'ARE REOUfft0 Ai EACH ANCHOR LOCATION I �3115•ANNEALED GLASS' WHERE THE PRODUCT•IS NOT FLUSH TD THE UA•AIRSPACEANNEALEDTABLE 1: .-,.SUBSTRATE.USE SHIMS CAPABLE OF TITANSFERRINO vte•ANNF.i cn .Ire9•SO BY KURARAY APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE GENERAL NOTES.._.._.—_._....�1 ORTEWERED GLASS AMERICA,INC. SUFFICIENTLY ANCHOREDTO RESIST LOADS IMPOSED ELEVATION..._-...._._.._M___...-1 Glassll'pe5 Sheet � ylsAMEALEDGUSS ON THEM BY-THE WIN GLAZING DETAILS.._.__..........._.....1 1 5/18'Lard(1/8•An-.090"PVB-JIB`An 5 EXTERIOR - INSTALLATION....................�.....2 a , 17)DESIGNPRESSURES - ASSEMBLYTUBE DETAILS_„...—3 2 7/18'Lemi 3/16'An-.090'SO-3/16"An 6 nne'cuss SITE A.NEGATIVE DESIGN L BASED ON STRUCRIRAL ANCHOR SPECIFICATIONS_,_ 4 3 718'Leml.IG(1/8'An-7/18'Air-1/8'An-.090'PVB-1/8"An) 7 37 TEST PRESSURE, PSIS AND GLASS PER ANCHOR QUANTITIES....._.._....._._4 4 7/8'Lsml.10 1/8'T-7110'At-118`An-.090"PVB-1/8'An 8 ASTM E7300.. `• DESIGN PRESSURES._......„._....._6•B 6 7/8'LemO.IG 18'An-114'Air-3/1(•An-.090'SG-3118"An) 9 3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILSIBOM_._._.._.10 8 7/8•Lami.IG 16'T-114"At ) -3/16'An-.090•SG-3/16'An 9 PRESSURE,STRUCTURALTEST PRESSURE,FRAME EXTRUSIONSISPACFR_.,.._.._.....,.11 32 SD PItDDUC7•REVISED ANALYSIS AND GLASS ASTM E1300. -PVBti BUTAC PVB BY KURARAY AMERICA,INC. 1 OD•103 'SW-SENTRYGLAS®BY KURARAY AMERICA,INC. GLASS TYPES 5&B Buser PlYL-9 with tit°Flo J& 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN O Cade DESIGNED TO RESIST TV WINDLOADS CORRESPONDING ,L:i I;r r Acceptance ND X- /4; TO THE REQUIRED DESIGN PRESSURE.THE 33-1139L ;:••;���.`•i :�i+:,, Revised By: Date: Revision B. rat Duc STRESS INCREASE HASNOT BEEN USED IN THE DESIGN .` .:,:`:: •• J R 05/05/16 ADDED SHEET H BY OF THIS PRODUCT.THEtjTB LOAD DURATION FACTOR /.;:;..% WITH SPACERS. Miam'- -: WAS USED FOR THE EVALUATION OF ANCHORS INTO STANDARDS USED: Revised By: Dole: Revision A: PrDdact WOOD.ANCHORS THATj�COME INTO CONTACT WITH •2014 FLORIDA BUILDING CODE(FBC),STH EDITION .• OTHER DI mom MATERIALS SHALL MEETTi •ASTM E13DO-04 _ :`t•;;� ';.•.. REQUIREMENTS OF THE BUILDING CODE FOR •ANSUAF&PANDS-2D12 FOR WOOD CONSTRUCTION _ ® Descrlpcon: Drown 8y: CORROSION RESIST •ALUMINUM DESIGN MANUAL,ADM-2010 GENERAL NOTES&ELEVATION J ROSOWSKI ''r = *AISIS100-07/S2-2010 36• C., k o)REFERENCES:TESTRg.ORTSFTL-7061,3578.M. r;` 1070 TECHNOLOGY DRIVE Title: Dote: 3724:ELCOULTRACONNOA;ELCOCRETEFlFXNOA; r%i;..:?;.,:;•'.�'•'.::;'•..••-'. N. VENICE. FL 34275 AWNING WINDOW DETAILS'-LM&SM 08/08/12 'ANSIIAF&PA NOS FOR WOOD CONSTRUCTION AM ADM - •rr uj•,1:.,•• �>>' P.O. BOX 1529 ALUMINUM DESIGN '.r11�1••I;�.,�•,� NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: f° A LYNN MILLER,P.E. . P.E.A 58705 CERT. OF AUTH. y29296 AW-740 NTS 1 OF 11 MD-AW740LM B p; 1. INSTALLATION INSTALLATION INSTALLATION OPTION 1 DIST� —�►—�- --�}— EDGE DISTANCE OPTION 2 OPTION 4 WSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS '�INT02X WOODT CONCRETE/CMU DIRECTLY INTO METAL ASREQUWEDPER PER ANCHOR DIRECTLY INTO MASONRY. EMBEDMENT ?,_r TA8LE3 ET4 2 REQUIREMENT BUCK WIDTH . IYP.ANCHOR 114'MAXSHIM 16 10 =`<< �` TYPE,EMBEDMENT 4 'a AND EDGE j 80 89 13 FOR SNUBBER 24 DISTANCE PER 8 32 33 18 12 83 SELF RSTEEWNG �! REQUIREMENTS,SEE I SUBSTRATE,SEE SM5,SEE TABLE TABLE 3,SHEET 4. TABLE ,4. 82 4 �•: 3,SHEET 4. 3 O so # � EDGE 8@7 DADE APPROVED DISTANCE I I L I MULLION,ALUMINUM, 8 ATTACHED TO ATTACHED TO I �,3537 I STEEL FRAMING OR O VENT SILL ATTACHEDTO VENT SILL STEELSTUD. gi ,> �t: Q 3537 FRAME SILL 81 ATTACHED TO FRAMEJAMS EMBEDMENT •• 3 38 39 1 22 83© 1 70 5 VISIBLE LIGHT WIDTH(DLO) 8 EXTERIOR HARD 81 12 J VENTJAME BTO ��0H� WINDOW WIDTH N00W 11 HORIZONTAL SECTION A-A C HT SEE DETAIL Al,BELOW NOTES: -BUCK NOTES: VISIBLE LIGHT FORMULAS M HEIGHT ATTACHED TO FRAME 6 1)USE ONLY SUBSTRATE-APPROPRIATE COMB N INSTALLING UNITS, HEIGWIDTHT: WINDOW WIDTH EIGHT VISIBLE'" JAMB 10 ANCHORS LISTED ON TABLE 3,SHEET 4. / COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7 LIGHT © FOLLOW EMBEDMENT AND EDGE 10'MAX. ANCHADDORS MAY NEINSTED TO`I ON HEIGHT DISTANCE LIMITS.ANY INSTALLATION INSTALLED THROUGH THE (DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / / \ / / \ _ WINDOW FRAMES AT III'MAX 14 FRAME JAMB SIDE OF THE WINDOW. / FROM EACH SIDE OF THE FRAME i s _ ATTACHED 2)ALL WOOD BUCKS LESS THAN 1.11r 4 '� / \ ASSEMBLY TUBE CENTERLINE. ATTACHEDTO II— t TO FRAME THICK ARE TO BE CONSIDERED 1X (, SEE TABLE BELOW: ' Tor FRAME JAMB L 89 JAMB INSTALLATIONS.IX WOOD BUCKS ARE LI —r-I 90'MAK Side of the Anchors se bly beach OPTIONAL.UNIT MAY BE INSTALLED Slde W the Frame Assembly Tube(FAT) }- ATTACHED DIRECTLYTO SUBSTRATE.WOOD BUCKS —•�SEE DETAIL A2,BELOW Window Anchor Type { TO VENT DEPICTED AS 2X ARE 1-IN"THICK OR a Widh A B.C 8 D JAMB GREATER.IX AND 2X BUCKS(WHEN USED) LL I 82 SHALL BE DESIGNED TO PROPERLY I iT-229' 0 0 _ TRANSFER LOADS TO THE STRUCTURE. Y 23'-25.9- 0 1 38 39 63 WOOD BUCK DESIGN AND INSTALLATION — > 26'+ 1 1 E 13 THE RESPONSIBILITY OF THE ENGINEER Windav Anchor T 17 OR ARCHITECT OF RECORD.MAXIMUM 16 SHIM THICKNESS TO BE 1/4'. a Height 21 1T-22.9" 0 D RI 82 DETAIL ' 8 O Al D TAIL 23-26.9' 0 1 PRODUCT REVISED 20't 1 1 as�plying With Ore Flwbu 8 BuilJmg Code 1 I Aarplana No/(o-0 14.Z 19 84 Dale: R R-i i BUCKSIRIP, .•r'' irf'' r�• se0 Br. evWe B. Al.— SEE NOTE 2, s R, THIS SHEET. RaviseJ By: Dole: Revision A. tdiami a Product t TYP.ANCHOR V4'MAX SHIM _ .. . EMBEDMENT AND EDGE I DISTANCE PER SUHSTRA .• •� Drown By: - ® Description: SEE TABLE B,s ` EMBEDMENT �' g �� �f. GENERAL NOTES&ELEVATION & OSOWSKI CRETE1. ?.I. PER ANCHOR•• •-� = ,••.... 1070 TECHNOLOGY DRIVE T'tle: Date: INSTALLATIONOPTION3 REQUIREMENT'. ! '•i;:;;. : t `:• • '; ' N.VENICE, FL 34275 .• r�, '=: P.O. BOX 1529 AWNING WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B �;;:•;��=1' •�,��'" NDIcoMiS, FL 34274 Series/Model: Scale: Sheet• Drawing No. Rer. 7X BUCKSTRIP INTO Y: A LYNN LE RE P ERti870.1 CERT. OF AUTH. �29296 AW-740 NTS 2 OF 11 MD-AW740LMLLB I a r 5 r AWNING t AWNING/AWNING AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED - as wmplying with g»Ftmida --� �-- l(Y,SEE NOTE 7,THIS SHEET Soitding Cody / 0 LS•. '� FIGURE 1: a�pi FIGURE 2: 740 SERIESExpiraiDrt Detc /8 AWNING By WINDOWEM Mitxn' C "�'WWDOW .)//1 // \ //\ FRAME ASSEMBLY t: HE1GMiT -<<� I TUBE FRAME ASSEMBLY TUBE NOTES: a coy 10',SEE NOTE 7, D /R`•�` \ / ` THIS SHEET 740 SERIES \ 1)DIMENSIONS DIMENSIONS FOR EACH WINDOW INDIVIDUAL UAL —CASEMENT WINDOW.FOR SIZES NOT SHOWN, --1 WINDOW ROUND UP TO THE NEXT AVAILABLE VV1DTH / WIDTH ORHEIGHT DIMENSION SHOWN n 740 I 740 E ON THE TABLES. z° SERIES' ASSEMBLY SERIFS FRAME 2 ANY 740-SERIES PRODUCT a Q _ AWNING AWNING ) CD WINDOW TUBE yylt,ID W ASSEMBLY-- (CASEMENT,AWNING OR FIXED o 9 E TUBE CASEMENT)MAY BE ATTACHED TO THE J FRAME ASSEMBLY TUBE.FOR ALL • \740 SERIES WINDOWS,USE THE WINDOWS OA d W J a— FIXED WINDOW FOR ANCHORAGE,SIZE AND DESIGN LL PRESSURE LIMITATIONS. _ J V t , 3)ALL WINDOWS IN THE COMBINATION a m 710 SERIES 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY ,.� AWNING RIOR ``` INSTALLATION SPECS COMPLY WITH THE THEIR RESPECTIVE OAUIREMENTS OF W } Q v� WINDOW t I 1 I 4)FRAME ASSEMBLY TUBE TO BE Y 6 c m O Z 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN o o O Q `k AWNING CASEMENT DETAILS,WITH MIN.#12USE T X SAME W ZMETAL _ 'FOR SINGLE UNITS i WINDOW WINDOW SPACING CREWS.QUANTITY STHE U) � SPACING AND QUANTITY AS THE U) � ,�1)DETERMINE Dt�EWdINE YOUR - S� MIN.R 12 X 1'SMSTHROUGH OPPOSITE FRAME MEMBER. Q AND GLASS. INSTALLATION HOLES FRAME O L LL) FRAME ASSEMBLY 5)THE FRAME ASSEMBLYTUBE MAY �, TT) -c°. Z u 2)KNOWING YOUR ANCHOR E ASSEMBLY TUBE NOT EXCEED 62'IN LENGTH(AS USED o m N o j Q AND SUBSTRATE.DETERMINE, TUBE IN A 63-FLANGED WINDOW)OR BE YOUR ANCHOR GROUP FRO I MIN.#12 X USED IN TEE IO CROSS � o � MIN.#12X oLL TABLE 3,SHEET4.'+, 1.SMS 1'SMS CONFIGURATIONS. THROUGH - 740 SERIES THROUGH 3)FROM SHEETS 541,FWDOE WRAM.En!� NSTALLATION CASEMENT INSTALLATION 6)THEFRAMEASSEMBLYTUBEIS NOT SHEET FOR YOUR GLASS TYPE HOLES WINDOW HOLES REQUIRED TO BE CLIPPED TO THE ® o n n LL, SUBSTRATE.ALL EXTERIOR JOINTS TO a �+ FIND THE PRODUCTS DESK '740 SERIES BE SEALED BY INSTALLER.PRESSURE FROM THE TABLF LABELED DESIGN PRESSURE, AWNING EXTERIOR ASSEMBLY o tL x FOR3WGL.ECASEMENT I DO NTAu _ WINDOW -(1 TUBE WINDOW 740 SERIES 7)FOR ALL COMBINATION UNITS, (M V EXTERIOR EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS =� V; ANCHOR GROUPS' HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED w o FROM EACH SIDE OF THE THROUGH THE WINDOW FRAMES AT 0 10'MA 0 1)DIMENSIONS SHOWN o a i w WINDOW.FOR SIZES NOT _ X. o z U ROUND UP FOR THE NEXT FRAME ASSEMBLY TUBE CENTERLINE AVAILABLE WIDTH OR HEI FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: DIMENSION SHOWN ON. " 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE.SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each Tom, c Side d the Frame Assembly Tube(FAT) S ; 4 2)FROM SHEETS 5-9.FIND THE SHEET FOR YOUR GLASS TYPE WindowAnchor Type _ �„-t• 5)USING THE TABLE a Width A B.C&D 'WINDOWANCHORSREQUWED' 3)FWD THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE- OR DESIGN A 17'_229" 0 0 (TABLE$SHEET 1),D THE NUMBER OF ANCHORS PRESSURE FOR NINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. 23" 259" 0 1 MUST BE DOE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR > NEEDED IN THE HIJ ,SI SAES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. JAMBS OF YOUR WWDOW. r Window AnchorTpe %r 4 USING THE TABLE LABELED'WINDOWANCHORS REQUIRED' ABLE 2,SHEET 4•DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF rai. Height ..•� 6)INSTALL ASpERTHE YOUR WINDOW. A ..'•..:..,..:•� :: 1 T•229' 0 0 INSTRUCTIONS ON SFIEET c �.; i�IrL 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23'-25.9' 0 1 �r. 'IC'LV�N,y, k I P.E. r SHEET 2).AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME IN P.EJi 6W0 TO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 26"* 1 1 E.#LLE 6 6 i i e S• • d* ' LE 2: - ;tf '' Window Anchors Required PRODucrREvisfiD � at complying with tlx Florida e Wlndow Width In :. Building - 'PVB"--BUTACRE"LAVB BY 34 37 53-I �" KURARAYAMERICA INC. Aoceprm No 0 I4.23 Anchor.Group Ana Otoop Alc reap Anc r reap Arotgr Getup Anetcr Group Am r Gmup Anc or reap her Gm UP no r Omup tio.Date I$ A'!a8 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 A B C&D 'SG'=SENTRYGLAS%Y �, Jamb 2112 -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. M prat Head/5B1 �21 i2 2 2 2 2 2 2 2 4. .4 4 a 4 A 4. .4, 4 4 4 4. 4 4 4 4 8 4 B 8 4 Jamb 241112 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 r 25.15116' Head1381 21 f2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 8 4 6 8 4 TABLE 4: Jamb 31 13' 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 z m ' '39' Head Snubber Locations Head/SIII 2`'F2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 8 8 4 8 8 4 -50.Y6,•" Jamb .41 6 -4- .4__6- -4 4 5 4 4 6 4 5 6 4 5 6 4 6 6 4 5 6 4 Glass type: Head/SN 21 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 PVB(Types 1,3 8 4) SO(Type.2,5&6) Cp li �, Jamb -51 F8 4 6 8 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 •c)• FieW/5B1 21 F2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 Now W max.tram anon end Required &20'max O.C. "Jamb 5406 4 5 .7 4 6 7 4 6 7 4 6 7 4 8 7 4 r8 7 4 ; z° HeadISIB 2!F2 "2 2 2" 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: fn =¢ Jamb 5417 4 6' 7 4 8 7 4 6 6 4 6 8 4 b 8 4 oi5 F Head/310 2112 22 2 2 2 2 2 4 4 4 4 4 4 4 4 4 € Jamb 81 7 5 8 6 b 8 B 5 7 8 5 7 8 5 % M\///X\ F1udfSAl 29 2 2 2 2 2 2 2 2 4 4 4 4 4 4 xx0 < JLL '76 Jamb 6117. 5. .7 8' 5 7 0 5 7 9 5 r 0 is Heed/Sill 27 F2 "2 2 2 2- 2 2 2 4 4 4 ~ Jamb 71 FB 6 7 9 6 B 10 571 x� rc Q e HoadlSil .2a F2 2 2 2 2 2 2 2 r�Xy o O o, USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEEP 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH , � a W OR HEIGHT DIMENSION SHOWNONTHETABLE. ' OD 0 x'. D O Z "z TABLE 3: a ;; ;, 00 Q N Mln Mln Anchor o° o° W . . •/lrrohor ''Substrate Edge O. ' Plata /X a rX1 ,X` fix` « 0 � Dlateo Distance stance Embedment Requir�7 EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7N8'ANNEALED SG LAMI.GLASS, r+ f r �, le >- rc Z 1/4'sled lAWcon lF+Hollow Block 1' 8' 1-1/4' No 114•MASONRY ANCHORS INTO CONCRETE,+7O/-8o PSF DP REQUIRED,NO ANCHOR PLATE U) F- > 0 0 0 >Ur ' 5.PUm NB' 1' 1-318' No AWNINOANCHORS. _ r - ,4x,A- N14 etW SMS(G5) 608:iTb Alum. 318' Big. .050' A)FROM TABLE 0,ANCHORS C!F D ALLOW A DP OF+7OF90. O� O �O� O a, ii Z_ a or814,410 S5 SMS A36 Steil 31B' 618' .OSOr No O O FAlI,53 Strd Or.33" 3/8' 41 .036 20 Ga. No B)FOR THE JAMB,.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND t2�-1 `Z u ' 3.Pine 618' 1' 11W No SUBSTRATE DESIRED AND bOES NOT REQUIRE THE ANCHOR PLATE. 1M2.a"SMS(G5) 6083•T5Num. 318 SIB' .050'.. No Bx or/l12.410 SS SMS f A36 sled 3Ar 618' •050' No - C).FR,OM TABLE 2,4 ANCHORS ARE REQUIRED IN EACH JAMB. " 4'A663 Slut Or.33 318' 518' .035 20 Ga. No 1111l Concrete -2-1/7 4' 1318 No C)SIMILARLY,2 ANCHORS ARS REQUIRED IN THE HEAD&SILL. o N N m iftlrJ Ihr sled Uttracon'11l Concrete 1' 4' 1St4' No Mellow Block' 2-1f2' 5' 1-1/4" tJo D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON$HEFT 1. I`' S.Pine 5AV 1' I t3t8' Yes E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4• 4' 4• �..{4'I� z rLL„o LL 812,steel SMS(OS)W6063-75 Alum. 318• 618' •0713' Yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). I 'or*IZ 410 SS SMS 3F-A36 Steil Wr Stir .050' Yes r Z d o 0 _F '7A653 Stud,Or.33 31V 518' .045 18 Ga. Yea S. >o:Y 3 •-..: 1E`, Phm 60 1' 1BI8' Yea e 1 �z z 1 : 914 ataN SMS(G5)N�i•T5 Alurn. 3t8' rde. .0713' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA):3 I ` 1 0 0 e5, or#14,410 SS SMS W: A38 Steel /8' 518' .050' Yea 17.67' 1 1 A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701�3.1. ■A853 Stud Or.33 3I8' lY8' .045 18 Oa. Yes ,`.` .,r(.•1 r �i:. 'Ill Concrete 1' 4' 1-314' YenB)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 114 steel lkr n KZ85k Concrete 2.10 4' 1�t8' Y.s SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. .Hollow Block 2.12' 5' 1-1/4' Yea 61" L i 'FlYed Block 2-1Q' 4' 1.3W es C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. / r. '•114'4 00SS 3.3 &Concrete 1' 5' 1J/4' No ' raj C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL ��; L _ CSeteFlex i�Hdbw Block 2-1fY 6' 1-11W N. (A� 1A IK3.5k Omelets 1-1/4' S' 73n4' No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 / S Z 1 + �l,l�� r- 6H6'.teel.aitracon Hollow Book 3• 1-14 No J. l7 1 6. Bock 2.1r1" 8 13/4' No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" 4- Rice! :=_Lr' i'•; `'` k NOTES: ANCHORMUSTEXTEND' ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). ?•. ' Y ,y 1) AMIMIMUMOF3THREADSBEYONDANYMETALSUBSTRATE. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. _- 4B" A.L1 T�N a1ll L�R PE. ae P.E.N 58705 a +Y hiiril vnnaaw0t . whdowwdt01 -xe. 1 zt ' vAndavwde i G 0 00 . . . . . . . QQ I� I .. 1e .'i 8888888'ci g g g$ yy r C, 3 • • . ♦ ♦ 1 N a a 8 8 8 8 8 8 .} 3 cr �Q�eslQm � � e� seem g8jj 4.� 4. 8y A T 0 p m O! gg ee"" ME o�§�P • 6 lint � eat �$ . . L ' yyyy OZ CZOZAT 11 v Y Y P -1 p�0�1 c1ZTm y l;n ' O� pm n O� O 14ji m 7 G7 eee0 r o ME o0 y < o �ii�mzoicOZOm � DOrSO y N�pO� y mOT O0yZy�yz1 0 �C1 W--a m .1 m 6qmA* 006m _<HydOZm m �InA A1N o m D z m amo A- - - < Z �o cgooA ma D Z TT CDT LT— MgNo m> C)enO pm* v�o m y N D T=O 0 ( 2= M C 0 0 Revised By: Dale: Revision A gm ao�A Down By: D ate: 2 • ill-is J ROSOWSKI 0 r 8/08/1 a =_.:.a f Description: — Er r DESIGN PRESSURES PER GLAZING TYPE og 1070 TECHNOLOGY DRIVE Title: ,19n ` a� N. VENICE, FL 34275 AWNING WINDOW DETAILS -LM&SM .....• P.O. BOX 1529 `�. .` NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev. 'nl' ` CERT. OF AUTH. #29296 AW-740 NTS 5 OF 11 MD-AW740LM g a' S i i, —♦`.i'��pQ^rr�'3 ..i s a'A pp t '6ES Ki��i4�1l9 �. _ oci $ . &i�gtszgrst'st�� ee�e4e 0. 8 �. . . +y � j P = o x*A m S $' > =F g T mm�m (a� SQL Yo Z (A O m CM�Om 00 m�pDIn mZ � A�= a >> z pa o�pzm � � "� � ��71D>Npry•n to mmp oM100XIM AO � Z _ =Zn�pA �j'myp 4,M2 Zm z=1Z I of � i R' pm� a m=yo m -00 N a) =zc m 3 z T=� i= oz° 90 Revleed Dy: Ocle: R-i i. A. tD 3W ^e�A DreWn ey: Dete: ti � J ROSOWSKI 08/08/12 s NE s'• .• p D—Kplion: w DESIGN PRESSURES PER GLAZING TYPE •o, � 1070 TECHNOLOGY DRNE Title: !^ C;, .• N. VENICE. FL 34275 AWNING WINDOW DETAILS -LM&SM ••• `�� P.O. BOX 1529 NOKOMIS, FL 34274 Seres/Model: ::[FSh.- Orouing No..... o.' " CERT. OF AUTH. �29296 AW-740 6 OF 11 MD-AW74OLM g I ;a 5 •^r , ��� �-:. a � vnnaawHl{nt, _ i ' ;t� vwbarl� � MkdwvHYyt .g r ra liltate. ....,.r... ':.8... ,-e g �v 866886-SO OR 0 $p � �• m �N�a 8 B 8 8 8 8� •',9 p � . . . . . . _Wagssss 888 t e�8s88 Y t'$$$$m I m ° --y $ yflm= ca Dyygppprg��y D =0 y Z O nvi��0 fF -F ZAOO�A /�^^ L� O N T --F• zzt D_ $mmm Q` T�a mmm D -� $ PA0 z cn M 0 . +$$ tNiimpc�jom OnA m ?m AO_i1�-Zi�O�= G ��ilxrm mAowO: mZxam W ppuuDO�= �Z 'm AN�A N 021 �y mCAN fogZm �g m gm0 a N� �QOgOA fo Z mE>O FA rmnmZ yyyy0D'g R� _mTm NOy`L YZO f� . ;Nmg 922 wm r m A 90 < mx -1 Revised By: Date: Revision A Iri" d0— ey: Dole: Y[JROSOWSKI 08/08/125S 9=-•, �l, OwefipllOa: rS... DESIGN PRESSURES PER GLAZING TYPE >,'�T� 1070 TECHNOLOGY DRIVE TRW = N. VENICE, FL 34275 1"-:,<;..'•. AWNING WINDOW DETAILS -LM&SM „_. P.O. BOX 1529 NOKOMIS, FL 34274 Series/Modal Sco(a: Sheef: Drawing No, Rev I :`I�1"� CERT. OF AUTH, g29296 AW-740 NTS 7 OF 11 MD-AW740LM B �' r , 9 91 will cl . logo . . . : . . . , . : I' °, . . . . � • _ ����������t�a� '. _. ;r�����° � � ilil 9 1 9 lilt il* +gym a S ► ffi$ • �����gs3go � � vN>§��� g � � ee � � a o 43 t oil I .� 0 , t > t U. Q�m � 6� a2Qea D m o f i > � °c�Zog wm ` ai -1 onC�zTm O R �po#l3 qm oom mcn < i Q Q Q o cn N(Zj lmll(Zj lmTl rt=_1� Imo—_' O �OSOS �S I 9& OR mNmnm L D Ill o mu r r. r� �mwntn fZ Z A,fnm o m�opco a O . QNQ a`gp o- v 7d 8"i o c,Z m0 =zv !�Tz �� rm 9m°TOmm pp mezD �> �g z 0,J Aug°° 60 �pOp T Dig y mms y y _ m 3 No 1]TA�f 2Oy C j m= CJ�O O Revised By: Dote: Revision A: 3•.'�v'tD DO� ...., e.{ i�CEp.8O Drown By: Date: B w C J ROSOWSKI 08/08/12 Description: $^ DESIGN PRESSURES PER GLAZING TYPE "r 1070 TECHNOLOGY DRIVE P.O. BOX 1529 In N. VENICE, FL 34275 AWNING WINDOW DETAILS -LM&SM _ NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev. i'" f CERT. OF AUTH. #29296 AW-740 NTS 8 OF 11 MD-AW74OLM g t 31 FOR GLASS TYPES: TABLE 17: DaV.PiM.b"ONSft%Wftd M uAncro G.W.r 5)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-:090"SG-3/16"AN) FRooucrxEvIsED as wma7i"g with the Fioridn 0 V&m vmh 6)7/8"LAM].IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) A°�Nb" -0714 23 _ - MJ.2r 25-791C 27.7(R M Vlr Sr 1 34- 37• 4B' 63.w ev E�pimlion Lime I$ I.def2r *OW-130 wd-13W wd-130 4901-130 +90f-130 +ar-130 +od-130 4MF.130 +od-130 +ed-130 'SGSSENTRYG YKURARAYAMERICA.INC. 23I-Wir +200-130 +e111-130 +901-130 +901-130 +WI.13D .+800-130 +Bd-130 +W-130 +Bd-130 +90I-130 B7 ail' 40d-130 40d-13D7 +8d-130 +9d-130 +9d-130 +9d-130 +9d-130 +9d-130 +90I-130 +9d-130 60&0' .900-,3D +9d-1341 +901-130 +901-130 +9d-1J0 .901-130 +9d-130 +9d-130 w +901-130 +9d-1J0! .9d-130 +9d-130 +9d-130 +900-130 +9d-130 SEE SHEETS 1 Or +9DI.130 +9d-1301 +9d-130 49d-130 +9d•130 +WF/30 +9d-130 8 4 FOR ar +901430 +0d--IW +9W-130 +9d-130 +801-130 49d-130 WINDOW WINDOW a m c=c 72 +9011130 +0d-1301 410-130 ♦0d-130 490F730 HEIGHT ANCHOR 1 7R-" +90F13D +9*1 49d-130- +0d--13D- LOCATIONS w 4WI30 1.om-1701 49004J0 QUANTITIES. LJJ I LLI (9 c Dulpl Pnn L%Q fr V dDm AftmO.d to■Vm1o.l Fm Am tly Tub. Z o T WIffO.n WWt 10'MAX. FRAME SEE SHEETS 1 84 _ 1 M*23• 2J-16 W ZF.7Ar 303/4' 3r w 3r 4w 53-W 61 ASSEMBLY FANCHORDOW I i AmhwG w AmtlrGmlq Gmip Group GrewArcOn Grew Amty G.W GGMW GG.W GGr �. TIDE LOCATIONS AND _ J Q QUANTITIES.SEE A - B•iT C D A B CAD A,C&D B A7 AO A,CBD B A,CAD B All AI Al WINDOW SHEET 3 FOR ANY LLI ¢ vI 07 vd�f2J' +id00 +7dm1 T+70160 +7dm +70fm +70f410 +Tdm .70F90 +M-80 +70f-W +70140 ♦70F90 +701-N +701-90 +701-00 +7d-BD .7d-90 .70 90 HEIGHT ADDITIONAL 04 � W 7578118' +701-0 dm 0 +T1 t+7dm +7dm +7dm +Tdm .7dm +70fm +7d470 +70Fw +7d-BB *MOO .7040 .7d-00 .70f-00 +70f.W .7d-90 .70hB0 ANCHORS - 0 (n 3p +7d60.D+70F70b f+T0160 +701m 470'-79.7 +7d-W +7d-W +7d-00 +7d-W +7d-W +7d-00 +7d•00 +7d-00 +Td•90 +70140 .7d-90 .7d-90 +70%BO WINDOW ADDRIONAL REQUIRED FOR 00 W v I--• QDOf3 +FEOJ".+naLJl f+7dm +7dm +MA .70I-00 +701m +70i-W +7d6Ae +7dm +7dm +70-LW +7dm +70f-BD 17dm +701-BD ANCHOR THE FRAME " O o Z WIDTH 0 co O .1dt18 +/-18.01 i7d61.7 +7pm +167b +7d4113 +701m +7dm +7d-700 +7dAD +7dm +Td•00 +7d-BO .7d-00 .701.4 (4).IF REQ- ASSEMBLY TUBE. 00 I^ E BS .1607 +H34f i701m.7.7d430.6 +149.3 47d-T7b +7dm 470%90 +7d 12 +7dm +7dm .7d-0D +7U'68A +7d-BO +7d61.3 0° 8 [] 1 p U) ] (D ti O 4 z $Q TABLE I& u �LLI N " Design Ples.l.efp117O7WMon MtsA001o.HuConpl Ff9meAisemDy Tlm &Annmim] :yetimWZr 2616f16:f 27J/S 30-JIP 3T 3V 3 lowtd�W1071 46' WINDOWLY j m _ l HEIGHT ® o N n rn Gfap GDy [Gm1d AMOd Gt01p AatmfftW AOc"&W Afcl"GmW Afcflof Glop AMfnf Gfmp Afch0r&oW uM hn a 1 ..+ Ali Aft r All A,C&D B AC&D B A.CAD 0 A B CAD A B CAD A B CAD A B C D lX OJ LL X pdw2a . +7d-001 1.701 +7d40 4 -BD.4 +TOFOD .70f-0DL +jai-m +7o'W.D +7dm +70'-74.3 +7dm +7da5J H-.7 +7d-00 .18 +/s1.7 17d40 HL96 +1J5.8 +7d-04.7 +Td-00 :. �1&16• -MMO .70m1 F.70'm .7dm +7dm .70140 .7dm +70f-00 .701470 +7d81 .Td-00 .7dm +Ifi7.6 +7dm .7d-00 H68.6 +7dm .7d-BD +/61.8 +7d411.2 +Tdm +7d&0 U m v_i a 3P +70/-00 .711MI F+7dm +7dm +7dm 47W-RD +7dm +701m +70140 +7d-00 +7W4D +7dm +Tdm_ +7dm +Wd W +7dm .7dm ♦7d-0D +70146.2 +701-01 .7dA0 .7Df-00 w O o O rf SO&W +7dm +MIWJ t+7dm +MM +7dm 47UW +Tdm o70FB0 +7dm +7dm +701-DD +7d80 +7dm .7d40 +ram WINDOW I- ANCHOR >a y .70Fm .7dm1 t+7dm +7dm +7dm .7dm +Tdm .7d-W +7dm +7dm +711PM +7dmW1DTHr-- lalmoo o z Z w 8Y +mlw .T M11•7dm +7dm +7dm .701-90 +701410 +701-9D +7014)0 +700m Q[V•-W +74Y40 - f g 8T +701-00 1+7d-001 F.7dm +70F80 +7dm +701-00 +7dm +70-M +7dm 72• +70F00 +7DF00;f+7dm +M190 +7dm +70I� +Tdm SEE SHEEi51 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 'I 1• ' 76• +7dm' +7dmJ f+70'm +7dm +moo 3 FOR ANY ADDITIONAL ANCHORS •',. w +70F9wo +ldml t+719m REQUIRED FOR THE FRAME ASSEMBLY TUBE q ; s - �t-C •I,��16 • ',)SEESHEET4FOR AODR'IONALSAB>PLE CONFIGURATIONS. IA!LYN f.41-ER ,f'.E 2)SEE swu4 FORSNU88ER REQUIREf.EF7i5.- P E.iV69705 . 141 _ '}7ASLE20: - �'Ihm Dwg.Y - -Dowription - Mat 1. 7002 Main Frame Head,Sill&lamb 6D63•76 Alum. ALL DETAILS SHOWN FROM THE INTERIOR p v 2 7071 AnchorPPate 6063-TBAlum. F-3 7003 Sash Topl,Bottom&Side Ral 1 6063-76Alum. ' #i 4 '7008 Frame'C erKe Sty 5 7009' Sash Comer KeySteel AS REQUIRED PER 2 6 7078 Frame Gasket Vinyl Foam TABLE 3,SHEET 4 ' 7 7072 Sash Comer Gasket Vinyl Foam t' 8 -7070 Bulb WiAherstri .287"i.275" Flex PVC 70 3 10 7024 Maxim Muhl-Point Lodc Steel 21 -7M6 LodeSu"rtPlate S� 1 12 7014 Multi-Lock keeper S� I 13 7013 Tie Bar Guide NYbn b g 14 7015 Tie BaiMembl Steel or SS k. 16 7029 Maxim P'm ected O erator Steel Vinyl Foam 7 17 70130 o ratoi;Gaskat Y t18' -7031 O rato�iBaddn Plate steel ' 19 7051 OperatiiIZ50acerffloclk N ylon Zl 7034 O rator�Ttadc&Slider 3 r' '22 7023 Pro ectedHln a Manuf.b Truth 24 Snubber Anti-blowautGl s e 32 1713 SettingBlocks 2"x 16'x1- 4" M 1714 Setttn Block 5 'x 7 16•x 1- a 35 7036 Bead B 6063-TB Alum. as 36 7042 Bead C 6063-TS Alum. 37 ' 7059 Bead DIE_ 6063-T6 Alum. 38 1224 Vln I Bal'b W (Thick) Flex PVC 70 ! i 39` 1225, Vin I Bulb W Thin Flex PVC 70 "SO - Uow899 Silicon Badcbeddin 60 7006 Screen0-ame 31054414AJurtL 1 t 61 7040 Screen G'omer Key Polyptopolene s o 62 Screen Cloth Fiberglass 63 1635 Screen 5line EM,PVC INTERIOR -r. 64 , 320 Casement Screen Spring Stainless Steel 4 70 134 Add-on;Flan 6063-78AIum. 71 70D4 Frame 14' Tube 6063-76 Alum. Maxim i steel.v PRODUCT REVISED 80 #8-32x: "Ph.Pn.Mach.ScrTYPEB Stainless Steel ss eomplyigwIthmoFlorid. ...... Budding Code 81 115/ #Sx 2"TP,h.Pn:SMS Stainless Steel Aveepto hIo I6 82 #Sx 5 8'FL Ph.SM5 Stainless Steel Revised By: Date: Revision a: Pv:!in'n Date Ala Steinlese Steel I• 83 #8x 7 8"T.H.Ph.SMS Revised By. Dote: Revision a: Mi Dods Prodnet 84 ' - #Bx 1"FIWPh.TEK Stainless Steel 85 . #8x 1"Q1Sad Pn SMS Stainless Steil 86 . #8K 1- 3"Quad Pn SMS Stalcilese Steel Deea�pt an: O a.n By. 97 , #10z 2"Ph.Pn. TEK stainless Steel BOM AND CORNER VIEW J ROSOWSKI ,,j• / 2 "'• 1070 TECHNOLOGY DRIVE Title: Date: 89 #10.24 xT-W Ph.Pn.TYPE F Stainless Steel ::: N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 90 #12 X 1 :Pn.TEK Stainless Steel 529 NOKOMIS BOX FL 134274 r � Series/Model: Scole: Sheet: Drawing No. Rev: A.LYPNNMMIIroS P.E. CERT. OF AUTH. #29296 AW-740 NTS 10 OF 11 MD-AW740LM B o - - tt t v .062' NOM. •�' r SILICONE HOT-MELT BUM .125' ' 2.918' 1 STRUCTURAL SILICONE •062" 2.701' I a s TRUCTURAL 1W NOM. FOAM 3/16'NOM. 439• NOM. SOBUI7LEN 1 d DESICCANT' DESICCANT 1.16s• 062' —1 t 2.139' GLASS EXT.GLASS 2.764• .093' j 7r� 1 FRAME HEAD, 3 SASH TOP, 71 FRAME y O SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE $ > INT,GLASS INT.GLASS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 I ,00 KODISPACE 101 SUPER ,,35� 4SG'TPS O SPACERO NXT71 I .040• 1.OD(r 2sD3• .ear 1 . .423• I�-1• .093" ' I T # 095, ALUMINUM FIXED .093' JT POLYISO DESICCANT FILL AREA ANCHOR PLATE SCREEN FRAME ADDON FLANGE BUTYLENE 5/16•NOM. #7071,6063-T6 #7006,6063-T6 #134,6063-T6 �:RENFORCEMENT 18'NOM. SEAL SILICONE SEAL •'i. > BC T ROLL-FORMED y FOAM STAINLESS STEEL 706' f I ' EXT.GLASS �p Bw INT.GLASS INT.GLASS 6' BEAD B BEAD C DURASEAL� XL EDGE"' 35 #7036,sos3 Ts 36 #7042,6063 TB ,02 SPACER 9 SPACER ,art# Description Materiel 870 7--L— ,050 ° 100 Kommerling 4SG TPS Spacer System ;•'> � 101 Quanex Super Spacer nXr with Hot Melt Butyl See this BEAD D ' Sheet for 37 #7059,6063-T6 .. 102 Quanex Oumseal Spacer Materials 103 Cardinal).Edge Spacer I .ERENCE TEST REPORTS: -6717,6wd 6970 .•{:Ifl ,,�• Revised By. Date; Revision e: •y\n- Revised B Date: I. Y� Revision A _ ® Description: Drawn BY: 6 'I�I�� EXTRUSIONS&SPACERS J ROSOWSKI s$ • ! 1070 TECHNOLOGY DRIVE Title: Dato: N. VENICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 P.O. BOX 1529 '' 'r.�'-''J;'•,•',• NOKOMIS, FL 34274 ., � 1���• Series/Model: Scale: Sheet: Drowinq No. Ror. 1 ALS•NFlIM0.1ER P•E CERT. OF AUTH. �29296 AW-740 NTS 11 OF 11 MD-AW740LM B P.Ei 56705 {' I