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RC-15-1026 (2) Miami Shores Village MAY 1 s 2°ts Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ` FBC2()1q`r40"&�r BUILDING Master Permit NAC- PE IT APPLICATION Sub Permit No. ��(� BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION [� SHOP CONTRACTOR DRAWINGS JOB ADDRESS: tNI t 8 57-r- Ci : Miami Shores County: Miami Dade z1g): Folio/Parcel#: is the Building Historically Designated:Yes NO Occupancy Type: Load: Constructions Type. Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): � `� �i��C� Phone#: Address: 8 City: � State: EK� Zip: A >� Tenant/Lessee Name: Phone#: Email: �j CONTRACTOR:Company Name: 0�"L>t �� Phone#: C>s Address: l qC��eS t'ic-i CC_f" City: �� State:_ -- Zip: Quallfier Name: �I&S Phone#: State Certification or Registration#:C 61 C-t?-';7(bS'y Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ r/idle 2tuare/Unear Footage of Work: C ASr Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace -j❑ Demolition Description of Work: LA �.� �./�I C 10 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ 00 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �CS (ReWsedo2/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person tahosePropertYtissrt6J a-toattachment.—AHso;acertifred-cwyofth fcommmencenrentmpDM-d-arthelob-Ste for the first Inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this � p day of ,20 ,by day of �`� .201 L .by who is personally known to who is rsonally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: T' � g Sign Pr nt Print: �+ Seal: Seal: �i)16d �00 P`o Notary Public State of Florida Joanna M Feliciano My Commission FF 082753 Expires 01/12/2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReWsed02/24/2014) 1 O M1AMFO M1AMl DADE COUNTY • C PRODUCT CONTROL SECTION DEPARTMENT OF RIGULATORY AND ECONOMIC 9 ES011RCFS(SER) 11805 SW 26 SftcL%Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2M F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} V".wtamtaa�le eov/econo�v PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade Coun$r.Product Control Section(In Miami Dade County)and/or the AHJ(in area other than Miami Dade CO&M re ma....•• the right to have this product or material tested for quality assurance purposes. Its tris product wpVterial • fails to perform in the accepted manner,the manufacturer will incur the expense of Isbeti8sting atng th8 AH1800••. may immediately revoke, modify, or suspend the use of such product or material**Iffild their urisdiction:....: RLR reserves the right to revoke this acceptance,if it is determined by Miami Delo M;nty Pia !bontroC.... Section that this product or material fails to meet the requirements of the applicable pig code% ..;..' This product is approved as described herein, and has been designed to comply .th'b Flor4daUWdin$,... . Code,including the Thigh Velocity Hurricane Zone: ...... 0 • DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-r..M.L' :...:. •••••• APPROVAL DOCUMENT: Drawing No: RID-CA740-LM, titled -Casement Vidloty Detaiis.,.LM C•••• SM", sheets 1 through 10 of 10, dated 08148/12,with revision A dated 05/15/15,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 manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1218.09 and consists of this page 1 and evidence pages E-l. and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.13 Expiration Date: April 11,2018 �il�� Approval Date: July 16 2015 jj Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,-P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading)er FBC,T4.1$2-94 ...... 3)Mater Resistance Test,per FBC,TAS 202-94.• : . ... .' 4)Large Missile Impact Test per FBC,TAS 20114- 5) 91.44•5)Cyclic Wind Pressure Loading per FBC,T11S'2M3-94 • %fee: 6)Forced Entry Test,per FBC 2411.3.2.1,and-M-202-54••:• • .... . ..... along with marked-up drawings and installation diagram of a s�vv.CA740.outs &g..:..• aluminum casement window,prepared by Fenestration Testing IWratory,•I&Fest •••••• Report No.FTL-7065,dated 10/05/12,signed and sealed by ml).Brinsda,P.E. •. (Submitted under previous NOA No. 12 121&09) •••••• C. CALCULATIONS • 1. Anchor verification calculations and structural analysis,complying with FBC-51' Edition(2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. glazing complies with ASTM E1300-04 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. once of Acceptance Na. 14-0916.11 issued to Kuraray America,Inc.for their REVIEwEgt (Clear and White)Glass Interlayers"dated 06/25/15, expirinon 07104118. JECTED FU ISH AS CORRECTED " Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications.This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the It contract documents.The contractor is responsible for: confirming and correlating all quantities and dimensions; nU reTy P.E. Selecting fabrication processes and techniques of PrOduet Cont I xaminer construction.coordinating his/her work with that of all NOA No. $-0519.13 other trades.and performing his/her work in a safe and Expiration Date: April 11,2018 satisfactory manner. Approval Date: July 162015 ' E-1 Ralph Tait Architect.Incc.. Date: p Bv�" ,' PGT Indastrles NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series-CA- 740-Outswing Aluminum Casement Window-L.M.I."approved on 04111113 and expiring on 04111118. ••••• . . .... ...... ...... .. . ...... ...... . . ..... . . . . ...... Manuel ez,P.E. Product Coatr miner NOA No. 5-0$19.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 &W LAMMATEA 7ANLAf I0.TWi GENERAL RTES:SERIES 740 IMPACT-RESISTANT QLm8wTm OL4wsTmz I DE8ICRNPRE891RiERATING AcrRATS swau►AGM%o CASEMENT V1IfNOCNAt aeo'•d°�YromiaAr VARIES, RATED FOR►Atm&SMALL �. BYp�9e1Y yp8AMUMOR AMMW&IM 1)THISPR OD%=HASBEENDESIGN&TWED,TOCOMPLYWITHTHE SEE9HEET8&0 BABBLEBAPAC7RE>EBTA 8tA38 AMM%= HAAT •1A88VIVANNUALROCR VELOCITYFAACANEZONE(HW1REQUIREMENTSOF THE FLORIDA BtHLDM16t E.tt UDWGTHEHK9IN4 30 wro 3N WIDTH 2)SHU"M ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIN ABOVE WIN THE HVHZ.THE ��MAX O.C.IT WROTH 18 11110'OLA&8 SITE 11H8 GLASS SITE OUTBOARD LITE(CAP)MUST TEMPERED. NAPIER 33.470 WAD&�J 9B 30 3)FOR MASONRY APPLICATIONS IN MIAMMME COUNTY.USE ONLY MW"ADE M1A1C —i►S✓EE SHEET 2 3 COUNTY APPROVED MABONRYANCHOR8.MATERI"UlIEDFOt ANCHOR EVALUATION WERE SOUTHERN PINE.ASTM CBO CONCRETE MASONRY UNITS 3=2 so 32 AND CONTE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.BMW 4. 4)ALL WOOD BNS LESS THAN 1-VP THICK ARE TO BE CONSIDERED IX � � 17-I/r GLASS TYPE I GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT S INSTALLED 1 MAX XmL DIRECTLY TO SUBSTRATE.WOOD SUCKS DOnCTEDAS2XARE 1-VYTHIMOR A SAH�EE� O.. '}�mum rA TRANSFER LOADS OTHESTRUCTURE. 81=D1.�IANDI TION \ �� 1 MASS 6UM MA aAassractitT-1am 17 � tSTHE REBPONS�ITTYOFTHE ENOVNEERORAT�HiTECT�RECORD. \ S"MAX VW i AVIAMMOU IWAMPACE 0)ANDHOtEA�DMENt TO BASE MATERULLSHAU.BEBEYOND WALL DRESSING O.C. t�asurea�fla� syguRm0M � r OR STUCCO.USE ANCHORS OF SUFFICIENT EM ITAS SPED ON / \ TeAt> otA88 a A83 AAAA'OR 32 TAKES.SHEHT 4.NARROW ANT SEALANT IS USED ON ALL FOUR CORNERS OF 08 USE ANCHOR iWA --HF Ts^ MMOU e THE FRAME.BHNSSTRAT ANCHORSSHOULD0fSTANC9O SEALED. INSTALL tNtif � PAIR8SIBLEEACH t 9EALIN�8SRATEGY TKXt WATER RESSTANCE OP INSTALLATION ISHALL BE DONE lgfitlJCltON8 BY OTNEttS AND 19 BEYOIE THE BC E THESE HEIGHTIS (DL0) 2W GH OVA 11118 GLASS SITE 9I lltW GLASS BRE 0)SHM ARE REQUIED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 18 / 3 T NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TPAN Ki TV APPLIED LOADS.WOOD XXX ,BY OTHERS.MUST BE SUFFICIENTLY AA HEIQHT 1 so 31 p TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 7)DMM PREsNs: GLASS MES 4&b GLASS TYPES 8&7 A.NEGATIVE DESIGN LOADS BASED ON STRU CTU RAtJCYCL9 TEST PRE SSUM, FRAME ANALYSIS AND MASS PER AMU SIM 0LA9ssym 4Rwl S.POSITIVE DESIGN LOAD$BASED ON WATERTEST PRS,STRUCTURAL/ CYCLE TEST PRESSURE.FRAME ANALYSISANDGLASS PERASTMSIM 1 � � SLAW B)THEANCHORAOEMETHp088HOWNHAVFBMDE MTOR 8TTM 1 'WAMP .ses' tpovmy WINDLO/1OS CCIiREBPONDMG TO THE REQUIRED OI?BGN PRESSURE.THE •TBfuND AMLIMOM 33-M STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISB 141Pr LAX O C WIDTH t� PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FO RTHE EVALUATION OF 4•MAX J 33.478&OVER(HEAD&SILL) ANCHORS INTO WOOD.ANCHONE THATODMF INTOCXNTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TUE FLORIDA 30'VISIBLE BUILDING CODE FOR CORROSION RESISTANCE. OPENING(0X0) 37 11N0'OLA884 BITE B)REFEREMZW.TESTRB'ORTS FTL'TCft35M.35M 3T2,%ELCOIJLMVD 1 TYP.ELEVATION OF 3NOA.MW __T- ADM M�MD aNDSFORYc�wsrRtaNl�ro CASEMENT WINDOW — yyiid�� TABLE I.- S7 � ri0 ibda [harida GLASS TYPES 8&8Iy.1 '$ (Ness 7ypn Bt"# y{NN ''�4A •• • • • • • ftwd"e: Do 67 NOTES. ........,..-..—I T As•. 8 18 p ENATION »-m... .„ ..1 •• Igo r fm RWIWd ei" r. rte�n A 3 H -. -3M M GLAZING WrAM-......_......,.....1 pyo.TTaTo' LM 5(1511 S T"�t�+4) H8Atr- •090' 1 8 INSTALLATION«...........«...w.-....2 _ •71 -1 ABSEMBLY TUBE ISTALS....««...3 - mum ANCHOR SPECIPICATIONIL..-.-.4 o •i i GLAZING DETAILS d ROSOWSKI /8 8'An-114 8 Ae -.0w ANCHOR QUANTITIES.„.„......._..4 � � t 6F •: • • 7 Bann KI AR•114 SRNs DESIGN PRESBIIS3 ....«- &e :,0'., oP i C� 1070 iECHNOLCUY DRIVE• CEMENT WINDOW DETAILS-LM&SM 08/08/12 il3 - Akr-311 An-.• 80• ASSEWIELYOETAI.BSOM--..-,..16 o .3 • N viMCE,•cL 34¢70 • 917WLan*10 - AU- - ,�`�� 5•'I,��{�y1y4�+�•` ` ••NOKOMII.FL�3 WA • g No. Rev: TVB'mBUT SYMMPAYAMERICkNO aLY�tAgSEfbP& '8G'n YKURARAYAMERICA,INC. Pard CERT.OF AM, #29208 CA-740 NTS 1 OF 10 MD-CA7404.M A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALLATIONEDGEINSTALLATION OPTINSTALLATION INBTALLAT ION DISTANCE -j+---��---"{ ESE DISTAn� OPTION 2 OPTION 4 MIONANCHORS INT02XWO0D. CO U 3NSTAlLATTaNANCH DIRECTLY� IWO METAL DIREOT1 Y INTO MASONRY. 2 EMBEDMENT REOUIREMENI BUCKWIDTH VAX TO 82 TYP.ANCHOR " SHIM ATTACHED TO 18 18 FRAME BILL 10 11 TYPE. EMBEDMENT ;. VENTSILL so /3 MSTEEL 81 DIBTAN AND EDGE PER 4 8 32 33 so + 12 83SMS,681 TAKE 22 23 4 SEE TABLE 3. •'O O 20 3.SHEET 4. SHEET 4. 3 EDGE s 18 84 OADEAPPROM 3837 C 8 ermsmniau 38 ULLIMALUMNAL DISTANCE 84 30 STEEL ATTACHW TO j"—' •' ,4 82 82 ATTAINED TO YONT BILL 58.37 81 [ 1S EMBEDMEM 1 24 �++—-- VISIBLE LIGHT VIDTH(D M — 3 6 A TACHEDM L 4PTIOA�A�L ADOEE ONIJBBER T � � WY W WFDTH ID8 12 PLS . HORIZONTAL SECTION A A 81 11 SEE EGRESS FORMtAAB: WINDOW HEIGHT JAM Al.BELOW'4 WIDTH,WASH! WIND : OWV0TN-13.112 �T$ i) WIDTH.BORESSKIxBy Wt@OWWIDTH-T•1PE Viso" 14 10 1)USE ONLY SUBSTRATE•APPROPRIATEEEI 1)WHEN�TALLING HEIGHT:WB�OWHEMIT-S WAM LKNHT ANCHORS LISTED ON TABLE 3.SHEET 4. OOMBINATKNNUNITS. HESFOLLOW EMBEDMENTAtNDEDGE AODITIONALINSTALLATION VISIBLE LK#TTCOW) g DRTTANCELOBTB ANYDSTALLATXINlIVMAX ANCHORS MAY NEED TO BE VDTH:W@®OWVJM-7 HEWIT OPTIONSHOWNIW1YBEUSEDONIANY WALLEDTHR.OUGHTHE HEIGHT WOMANHEIGHT-7 SKIEOFTHEWINDOW. WINDOW FRAMES AT 10'MAX. FROM EACH SM OF THE FRAME TO FRAME 2)ALL WOOD Mx9(9 LESS THAN I-Wr ATTACHED �, AS YTUBE CENTERLU�. r THICK ARE TO BE CONSIDERED 1X ,�` SEE TABLE BELOW: ATTACHED TO I INSTALLATION&IX WAD SUCKSARE FRAME JAMB L 89 OPTIONAL UNIT MAY BE WALLED DIRECTLY TOSU88TRATE.VOW BUCKS —►� �.. 10'MAX AdtlWlaaiAaoMasRputwO�taeA ATTACHED TO DEPICTED AS 2X ARE 1.1P!'THICKOR BEE DETAO A2 BELOW Ow aft Fmmm TW A GREATER.IXAND 2X SUCKS MM USED) M. VWAWIV A+•het VENiJAMS SHALL BEOESW=TOPROPERLY 2 W10 A B4OAD TRANS LOADS TO THE STRUCTURE. 02 WOOD BUCK DESIGN AND INSTALLATION 23'•20 if 0 1 39IS THE RESPONSIBILITY OFTNE ENGINEER ! 1 63 OR ARCHTTECTOF RECORD.MUMN 17 SHIM TF KWASS TO SEV4'. OETAO .1 meow B, A D 82 18 18 DETAIL 0 PRODUCT RSWISED 21 Al � A2 i' 1 7 aoc��ptlNaBeShOroF16rM6 No IS-051Q•1$ B00vwhw"i;z $D18 1 19 84 XWOOD LY M ''o i •• • i i • • uou ReWekn& SES NOTE 2. an SHEET. ��: X10 i':EPS w • • • • •• sea Restos A 1Ta'MAx6m 511 ¢� No.W708 RA 5116 NO CHANGETHM BH T L CRS SECTIONS&INSTALLATION J ROSOWSKf PER ANCHOR• t` •r e•` •�. '�O �1 �+ sI0T0mm, brNEnl t ' �•'',`tt`S.�!..wlo• � • "• � �a EMENT WINDOW DETAiL3-LM&SM 08J0>�12 �XION�HMTTr��alc��+ VERTICAL SECTION&9 '�,;S�O�J 4 •• NOs amore aer 1xBucKBTRB+INroMABavRr. 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LimBoumm ..e SYNad 0 G 9 7 / / \ / / d1A0WlA �n r-9� 1 x3ad QIlo 4- l awl L 3101 aes'.ot --+4 °►3aotold ° ,Aaa'°"" SorlaDaa OXX .LN3W3SVO 03Xld/1N3W3SV3/DNIWV— WINMUM/1N3W3SVO X�1 N3W3S1fJ TABLE t Whftlaw Anohas Requin d jamb Smtbbor Location FROD=RMUD whdmwdmon) was se aaao oyftwaowFtvtida unser PVB '0 ,Av10 Ataha Q" (rypeWe (iypee$a&86) A &D A B d A B Od B C&D A B Cd A B C&D A C D Jamb S 2 BY and Nate 1?'melt.hm �` HeaO/BD 2 2 2 2 2 2 2 2 2 2 a 2 a 2 a a 3 has F mad&30• 261Btt0, imo 2 2 2 2 2 2 2 2 2 2 2 2 S 2 2 2 2 2 2 max O.Q. 2 2 2 2 2 2 2 2 2 2 3 2 2 $ 2 s S 8 8 3 3 12"�,from 18' fon Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 OvOT 83' ee l end&w emh eM&30" Q HeWJSB S a 2 2 2 a 2 2 2 2 3 2 3 —3 -2 3 S 8 8 4 max aim 0xat O.Q �, JN* 4 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 6 0 "S'w BUTAq BY KURARAYAMERICk W e 2 2 2 2 2 2 2 2 2 2 8 2 8 2 S a 9 S BOm Ya KURARAY A,W. Jma6 4 6 4 4 8 4 4 8 4 8 8 4 4 6 4 timNeD 2 2 2 a a z S 2 9 a 4 Jexlb 6 8 4 8 8 4 8 8 4 6 4 6 8 4 8 0 1)L�THIS TABLE FOR Heeds 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2' 8 3 3 a 4 EL yA7 ONNSSHEET 1 SANP1 E COtV AT101 Jamb 8 8 8 8 8 6 B 0 8 8 8 6 8 8 8 6 8 8 8 8 8 SHOWN ARE HaM a 2 2 2 2 2 2 2 2 2 3 2 9 3 2 a 3 s 3 4 3 Y l(TSeT0.T0e• Jomb 8 8 8 8 8 8 6 8 111 8 10 S 10 8 X O yr t 2 2 2 2 2 2 2 2 S 2 a 2 2 2 a 3 3 3 2)FOR 812Eg NOT X X X X O J a- 8 8 8 8 B 8 8 18 8 8 /0 8 0 8 10 8 8 10 8 T AVAI ABLEOUND UP 1� HexdtBE 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 8 8 9 HEXIHT Q � 8 8 8 8 8 8 t0 6 8 10 8 8 10 6 W67IHO NS U He S 2 2 2 S 2 2 2 2 2 3 2 2 3 2 THETABLE. x O O t0 P p O TAKES: Al � � 2 �' �' Nln. Atha WWLE,:FORWINDOWCO MONSHOWNBELOWTH8'ANNEALEDSOLAWGLASS. X O X X Ax G, 0WJP Atadm Sides OI�l> 'Ert xreN F Pka 114•MASONRY AF WO00NCRM+M 80 PSF OP RSQU=D,HO ANCHOR KATE 1}�• � s ataN Rtaan FNdw , No � So Ka1 A)FROM TAOLE 8,ANCHORS C&D ALLOW A DP OP 47W- A 014,:W SMS •p or014,41088SMS 8 a{8' SA3' 0)FOR THEJANB.FROM TABLE 3.ANOHORTYPE CHAS THE ANCHORANDSUSVRATE OaS 20 ft 1 DESIRED AND DOES NOT REQU87E THE ANCHOR PLATE P .J - IL tqpe 0 0t%:w SNS(003w w .05V 1 0)FROM TABLE 2.8 ANCHORS ARE REOUIFRED 8N EACH JAMIL or0fa,41088 SMS AM wo a No 0)SMI ARLY.2 ANOM0R8 ARE RE0UOM 6N THE HEAD&SO.L N a 1l4•eRee!Lairaaon Gamete 4•I�IW 41 e)DISTRIBUTE ANCHORS FO LOYYINO OUIDF9SNE3 FROM ELEVATION ON SHEET 1. 10• 10' 2 V2• 1• P)PER RULES ON SHEETS 2 d 3.INSTALL 1 A0011XXNAL AN010R ON THE FRAME A89BNBLY ' O 0Yd aeel on T& 818' 1 q TUBE 861E OP THE AWNDNO(FEAD&SILL} 4�1 "I � C a SIZ 4"88 SN8 A88 818 Aw Yes 5 a Ot 8i 3V8• iM,80e. v� } S.P67e 1 , Yea �ppgpENTANP.H(1R8(8�8EPBRATRNOA) / 014,s SNB 808378 3!8' tE8• 0713 ® A)FRONTASLE S ANCHORS 0&D ALLOYVA 470F83.1. or014,410 SS SNS A38 Side! 6�' Yes ,08 8Nx1 8(8' Oa Yea 0)FORTt NANO 4PIOa147�lE a•AF�HOt M� 1328• �� Y LYNN j�' 8 Gamete t es SUBSTRATE DE M AND D ER��PLATE. �• �� , ....... 4" �� tt4'eleeilEraese 2.8Nc Co>mete • .•'b1CFSMyF'.4" ,fi D 2•• es C)FROM TASLE 26•,1 846&&AON JAde.• f .�"rY! Btod P es •• 900 •• • • • •• No.58708 IW 41488 &Z0)SWULARLY,3 ANCHORS ARE REQURND IN THE HEAD S,UL _ OaateRfc 1 E}DISTRIBUTE ANCHORS FOLLOWiN0 0UR1JB tlNEBFRONI ELEva_TKa1N ON SHEET 1. \ l yp' 17,��5 1if18' uamal Y a• 4i ,A '• ,� BB�7r• • FlbdM ON 21Hr 6• i-3w No �attSENBt iF FI>�Dt /tiEADa&>DW• • ;,C�'�,'•.<oRLOP.•'�\�, s• • • • • • •• • • 1 1}ANCH�MUSTEXMAN llAOF3Tt ANYMETALSU881TtATE • •• • •• • • • 26' 2)ANCHORS MAYBE HEXHEAD.PANHEAD at FLATt�. •• • ••• • ••• • PJLOeF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TAtk.E B: DeWpPMs=4"1X8b*VftdW^A9 AMW 1)811W LAM{(1/8 AN-.OW PVB-1/8 AN) aas ROuIICT wamw�In 4)7/80 LAML IG:(1/80 AN-7/160 A1R-118"AN-.OW PVB-1/80 AN) �1 oS�b UWW2r 28.101 27814' w 93.1/7 38# 87' RVB'++BUT BYKURARAYAN67iMd18#i. wWar or +701.88 *?0180 + + t + + 26Mr +M-W +M40 +7180 4%40 +701.88 +MO +7180 38..W +70M *70180 +7180 +701.80 47160 +70!80 *7180 voom 4r *7140 *W4D *7180 +7140 *7" +WM +701'81 HEIGHT eoala +70880 +7m40 +7146 +7180 +" +701.86 47188.2 eo +70180 *7180 ;W.W +718&8 +7140,8 +71077.7 +70%0.3 6r +7180 +7180 +7180 +71.84.3 1*71.70.8 +7189.7 .7170, �i i•• 72' +71.90 +7m 878 *70%1.7 +06%1.8 *81.824 +81-00.8 +l N 9 78' +7180 +71868 +70%07 *187.3 4.88.8 +1872 H80.88tIEEC81&41 Lyts� 84' +71.90 +71.80.4 1 *7".3 +aW4MI 1 +6.80.2 WINDOWANCHOR y h LOCATIONSANDQWNITITIM LU TABLE&ID YU N O wkmbw Z osft23' 26-18th" 27 30` 33.1!2' 36' Q, ArKw 01101 1 AMW OMP Anao 81mP Aetlar Anelwl Now NOW mop to P � A B C D A B CAD 8 CdD B "1- A B CAD 9 A,CSo B ACED QWW23` +71.90 +71.41 +71.00 +70%90 +7180 +71.80 +71.80 +701 41190 *7�4D • ♦ ♦ x71 *714D + +71 2& 118• +7180 +7190 +714D +7140 +7180 +7190 17190 + +7190 + 9p +7m•90 +7190 +701 +7180 #7186 +7180 +?0190 + 90j 3S +71-90 +?1479 +7190 +701.90 *71.81 *?m-W +70140 +7190 +7190 #7190 *79 90 + +MM +799 +7190 +719p x7190 +7190 4r +71x8.1 #&87.3 +71.80 +7140 +!.94.8 +71.0 +7146 +?140 *70140 +?1.87,8 +7140 *W% +7148:8 +7140 +7190 +Am* +7148 9 +701.* 86818 +1.60.3 +140 +7196 +71-90 #J$14 +?190 +710 +78F96 +7146 +71832 +7190 +7190 e71748 +7014D +71882 +7140 +71443 ti1492 d 87 *198.8 #1408 +71647 +701.0 +J9t8 +71812 +7190 +7170.9 +70'40 +71.752 171458 +71803 4429 +iFN$58 +717$2 +717!7 +71.71.2 *?1743 � � 63' +1.80.7 #1•43.8 +71807 +701.8918 +1JS9t3 +701.77.3 +7m� +?1.723 *70140 41.659 +?1.84.3 +71 8.8 +1.09 +71:/55 1 +71.71.8 +7m 79 7 41.87.8 +71.751IWMAX PMgm TUI TABLET: Deaf Pmwjm W#fwVft wa ABmt•d to a Hodzmtd Pepe Aeawa*T%bo Twoom wh*M T- HEIGHT Y' e uiaNr23' 2818%6' 27814! 3C �' TWINIM � AIWW AnWW AMW A*w 1 j J Y a" � a� A Aao""D,ow Ananerl p ---4" `1-- Ake 9 h 0 A0 A9 A6 A9 B A,CaD A B Cal) A g4:W4W*3 +?;w4"* ho WMAK WIl)TH .(4�IFRM d wWer23' +imBD #7180 +710 +718D r70F821 +70190 +7180 +70FT58 r7014D *70190 180 ADDiTt11AiS}I@@T8184FORWINOCWANGWR �_ 2818H8' +7140 +i18p #70690 +7190 x7180 +7140 470h08 x7190 +7F90 +i0p86 91.00 A LOCATIONS AND QUANTITIES.858 SHEET 39-W +7190 +71410 *710 +7140 +7190 +?Ww +70180 +7m8D +?180 + • •• 10),08!21 REWIRED3 FOR ANY FOR ADDITIONAL ` J • • 1M8IDpW'y TUBE OREl)FOR 17 FRAME A88Pl1mLY �` `r��uCEN •. J`E` �i 48• *71.90 #70180 *70680 +7180 *7140 +70186 +7180 +7180 171801 +71.90 8780+ • • r70F90 +7190 *7140 *7180 +7190 +7180 *71-00 +7190 *71 *71 • • WIDTH ' E r 8V +71.90 +7180 +70146 +71858 +7180.8 +71.80.8 *=.W.T +7147.7 +7QWJ i M•74.i •83' +7x96 +7190 +4160 +7140.3 +11170.8 +?1.758 +71.757 +70173 7 *7178 + •� 18QUAWIT M SEE CHORLOCATIONS AND QUAHTIT�S.8EE 8HEE777 *7140 +71.8!.2 *701.71.7 +70h71.6 *601.0.1.4 480183.4 481858 488#80.8 4881$0.9 +1.51.3 60.8 3PORANY ANCHORS78' +71.80 +7184.6 +71.76.7 +687A +1-03.9 4418.• 4187.2 *6611.2 +1.87.2 4.88.6168.6 �QDIRE�Ff#t TIS PRANG A3At5.Y8M +7190 +71.80.4 *7141.3 +81.821 *1410 4184 8 • i B' • • • • • • • A''• 11j. ••• • 00 • • • 1�4FORAD LSAMPLECOT TIM. • •• • • • • • • 2)SWSHEST4IOt STB. •• • 000 • 900 • A L11 A ' P.B PEJ88f08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: Dowsm Pmmo W"ta 83glevN Al Ats4 erve 2)7/18°LAM!(3118 AN-.090.SG-3,18 AAI) pew v&*w1AM1 '8C SWNTR KURARAYAh8A,9VC. A"OUMNO j!!!12r WWW V4W 90' 33-Ir W I 3Y wder 23' ""430 "01-M #98438 +80,88 r30d 138 +1 130 +08430 25.18 W +8W-138 *W= +83F•100 +BOt•1W +801.198 +88.130 +00F130 HEMHT 044 001= +9W-= r8W/00 +8W130 +8010 +W4W +00. 1 y 43' +00180 4mm +8W1S8 *9W13D +90190 +9W= "W-W aw +SWA8Q *9Wtao *W19D #901"a +m.= +3WIN +9*"o ..I*meow 30' +90480 *WiSo +W= +9Wim +90190 *Win "0-00 wVrtH 09' +9W190 *80190 +8W190 #9W130 +90,96 +&4190 +801288 OR 72' *9W738 "of-130 #90190 +80/90 +OW 1281 + -1228 +8WH8B 7fl' +80190 +80430 +80198 ♦90130 +8W12L1 2,9,87 *80,07$ L TICNSA183031AN 8. 84' +90.189 480130 *8W130 I +80180 I+99%tt&4 W t9 a8 AB Q DaelglPreaan•81sQNfWie4411•AB�edtoetlm0f>31F1aBmAssa�yTsba ^ � � O wa m 7L FFFLLLLLL---!!1 m ter 8H8• 27314 3v 3VfL Q Awhw Q;o* Awn orm9 Andes O mo Anth em* Awa ano Atn2tO OMW Andra QVV r P (n A B C 0 A B O&D B C&D Ar+7W4j1&2 C&D A B C&D B C&D A B C&D mt0a 23' +7+080 +MW +7000 +701-9D +70.90 +781418 *7040 +7040 +701.90 +7040 +78F80 +78f40 +7080 +7940 +7080 +M9 W +70140 +78.80 +MAO P w6f18• +7090 +701.09 +TQM +70.80 #78.80 *7040 +70.90 +70.30 +70.00 +7WW *7098 +7940 +701.80 +701.80 +7000 +78.96 +70.80 +7W00 ♦701 1 O D .Z 38318' ♦79140 +70.71.8 +7940 *7090 *70181 + 90 +7096 +70130 +70.90 +7W� :70-90 +7040 +7090 #701911 +7090 +70-99 +7090 +7000 +7090 4 48 +70711 H87.S +70180 ♦7040 H$48 ♦ -90 +7090 +7040 *7040 #7040 ♦70-90 r�r0p ♦7090 *79-90 +�40 +70-90 +70/40 +7808&9 ♦7090 tD$t8 +1•013 +1•91.3 +7W'W #7040 +1$1.4 +70!W *RIM ♦7048 ♦7940 +70.90 *701.80 +W.W +MM ♦709D +70-982 +7W40 *70148 +7C-84.3 +W40 or +I-WS +145.8 +70.847 *7049 *1$1.8 +7W81.2 +70.90 +701-789 +7948 ♦7049.8 QW00 +7088.3 ♦701.786 +78x.80 ♦70782 +1040 #70.99 +707t.2 +70.88+14&7 H•4&8 +701-K7 +70.118.8 ♦1483 +7941.3 +7040 +79.7Y.S +79.90 ♦7049.3 r7W9Q +7078.8 +70740 +7040 +70.71.8 +7080 +7O b 41-W.8 +7090 FttAF1E J "'S D I to W MAX Y TABLE 10: TTt1BE Des*FammeWforWMdmA#odwdtoaHaito"FmomAssaa0 Aft �" f Wbftwmb WINDOW FRAM HEMHT e WAW 2r 2&1&+18' 27314 38' slir ar 10107. ABY p�`^�c 9! r# A-AM Anther *WW Andmr Andor AWJW Ahdla 8taap Andmr Ormp TUSE lid $ Gwo a" Bow a WMAX -.4 {-- Alm a a A8 A9 A9 B A.0&D A 8 C&D A B C8D IWRM A WIda24' +7990 ♦ +701 ♦ +70021 ♦ +79 +70.786 *7090 ♦7040 * •4. ♦ >? 28.18N8' +79.90 *MW +70.99 ♦70.00 +70.10 +7W90 *W-W8 +7090 +7048 +701.84 +7W4W *TOM T -ANCHOR 819 SHEETS OWA&4 1'OR WINOOIAIAPKK2iCR (41.�R80. LCCATICNB AP Op7AN'flT�.�E 1B1EET Iw ♦79.90 * 0W00 +70148 +701.00 *WM +79� #70V90 *�� +70 ♦78140 :70e8ro •• wNDOMI 3REQUIRED��FRAMEASSM40LY `�� r IYNM 89018" +79410 +NO #7040 +7080 +7040 +79-90 +W-W +7090 ♦70401 +74&8 ♦7*90s •►IQIBB � NIIDTH � TUBE. `eO ....... BG +794D +7090 +7048 +7W4D +040 ♦7&M +W40 +7040 + r + 1&4 FOR INDOM ANCHOR �: 8S• +7980 *7090 +70-99 +78190 *7040 rT9 30 +79-90 +7040 +70190 +70.30 +70130 *7990 7'K7N8 AHD QUANTITIES.SEE SMW >t; Pip.!}8708 72' +7040 +70.90 +701-90 +70.00 +W.W +79.90 +7943 +7090 +7090 ♦11-90 *7m40 +7989 3 FOR AN FOR ADDM E F A IE ASS 8 I'B;QUIFOD FOR THE FRAM R88 .Y 78' +7030 +7080 #7049 +78.00 +7040 +7040 +7940 +70190 *70$0 +7030 +70-90 +70.80 TUB "D'• "7 1O S 1 W 84' ♦7990 *7090 *701-99 +7049 ♦7090 ♦7040 •• ••• 8'{ 17SHESHEST 4 Fit/�(1'aNfN.8A0.9lBCOtff BtATi0ti8. •• • ••• • ••• • 'AlioN 8ER SHM 4 FOR 3t8B REWREMO . P 8B7e6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T 11: FOR GLASS TYPES: Q Design P a"tw8bole Wadm A9Aralw 8m ve 3)7/18'LAAAI(3/18 HS-.OW SG-3/1$HS) PAODUC7 RBYt +• ytxs 11th tIm Fborlda 7)7/8"LAML 10:(3/18"AN-1/4"AIR-3/18"HS-,090"SG-3/18"HS) "ftc i Z M 13 um"WW 211,45W ff-w' 3r 9)7/8"LAAAI.IG:(3/16"T-1/4"AIR-3H 6"HS-.OW SG-3/18"HS) � gag UAmW +SWC +901.190 +9W-190 *9x-10 +W W 40WI 8 "W-INBy 2618110' +9090 +811180 +8�1� "W-1304001430 +911 190 +911 100 '80'm CRY KURARAY ASA�FBUA W.a8&S +9W-190 4911430 +9W130 +111190 +911.198 *W,130 "W130 48' 49W-180 +BW13D +90t-03 +80 W +811-130 *8W130 +1114= ..�.�. 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TE F •<l!: ;am SHEET 4 Fart ADDITIONAL SAMPLE CONFlaURAtIONS. •• • ••• • 000 • /1r/� t• � ` SEE SHEET FOR 8NUBSER REQUIREMENTS. 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Tnft steel 0 ae 24 ft—ft" 31M"awouticup aw ow Oso` -�►4�►+ _l 92 1711 ittock x xi EPDA1 rl 33 1714 Block x7 xk 4° FJ 6 .885• �• 35 1 70ffi llswil Dead 80&9TBAbar 36 70$ lam)Bead C 0083-TB Ah m. 37 7M Itunil Beed D 0063.76 Ate+ 1 BEAD Ball Init BEAD C 39 WS M Brdb In Flex PVC 70 .®MuW&db"ft"M Ro PVC 7035 #7036,8083-T6 #7042,8N3 T8 51) 1 IDmI1999111conflulibe"MINTERIOR 6D 7006 Frame 310 44MAkrm 6 70� n Comer Pam-Pd— -►{k+ .172• 62 Cloth RIDelglaas 111j�'1 63 1835 Sollne EM.PVC 4 .870• AV 64 320 saft"spft stairdess 8tw �-- 70 s34 F G-'MFRAME T -� {"— . • 71 i 7004 Tube SMUAkm SEW >KI "39 Pn.Pn.Mad+.sa7we ebRdesseteal CORNERS 37 8D3Te PRrRBws� 1137 Sex z°Ph Pn.SN8 i••• ••e•i •,��t:: ,..il,i �trr�.erw, as c mapo"vhd Floft swills sw r04 x7 b"N.Plus eMo � ��xi° .Ph B �eOen Pea n W l8xVQumfPnS 85 io x1- PSMS }o.601060 is• LA8/1515 u0xu•KUTwww Allox lir PIL Prulls 81ellessMd .� grow W. In go r24x Ph.Pn.77PE F s 8 CI u* �� xi^Ph.PnTpt sseta� TI+ tS :u� AABOA{dDCORNERV{EWS JROSOWSK! ••• :��•.• E .:malas TAW : :',,c s�j�yOt?j!O.P ,C .li i 'K MOM 34275 CASEMENT WINDOW DETAILS-LM&SM 0$108112 •• • • • �� ypr�00 0 ,`�`�• • • TMOMS,FL 34274 Sarka Saole: Or-kit 0.b. ilea • •• • 'fir !!Ili! ••' a aL, its • CE. Of Aug,. #tee C1-740 NTS 10 OF 10 MD-CA740-LM) A ••• • • • • ••s • • • • • • • • • • • • 1 L S I"„IAMB NLIAM-MADE COUNTY 1� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheat,Room 208 BOARD AND CODE AD6ZMS'FRATION DIVISION T(786)315-2590 F MO 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamida le.eov/eeonoMn PGT Industries 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 MkrgjrM,tje Cotlt3W Product..,;. Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miawi We Count3i)reserva the right to have this product or material tested for quality assurance purposes. Ifthipproduot•or •mater' • fails to perform in the accepted manner,the manufacturer will incur the expense of st#rtesting�nc�tha AID•;••• may immediately revoke, modify, or suspend the use of such product or materiarAWO thei>:A "miction• RER reserves the right to revoke this acceptance,if itis dsterinined by Miami-D1g Cc3ttnty Proddc�#•Control•• • Section that this product or material fails to meet the requirements of the applicable.uig code. •.•••;• This product is approved as described herein, and has been designed to comply Vith the Flodd&S ilding Code,including the High Velocity Hurricane Zone: 0..* i •••• i•••• .DESCRIPTION:Series"CA 740"Outswing Aluminum Casement Window-L.M.L •• • APPROVAL DOCUMENT: Drawing No: MD-CA740-LM; titled "Casement Window Details - LM & SM",sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,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. MISSILz DeACT 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 shalt be provided to the user by the manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1218.09 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 X , NOA No.15-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 Page 1 Y 1 � • - f l 1 t � PGT Industries ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAVMGS 1. Manufacturer's die drawings and sections. (Submh1wed under previous NOA Na 12-1218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with.revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,.P.E. B. TESTS •••• . . .... ...... 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94*..* : ••• •' 2)Uniform Static Air Pressure Test,Loading per f C,TASn02-94 ••••:• 3)Water Resistance Test,per FBC,TAS 202-94"" 0 0 0.0 0: 4)Large Missile Impact Test per FBC,TAS 281;8• ;••• ....• 5)Cyclic Wind Pressure Loading per FBC,TAS.203-94 ••:••' 6)Forced Entry Test,per FBC 2411.3.2.1,an&1 202-94t•'': ••••;• along with marked-up drawings and installation diagram of a OW CA740 o><3tsMng '. aluminum casement window,prepared by Fenestration Testing LaWratorj-hr gest .•••• Report No.FTL-7065,dated 10/05/12,signed and sealed by MvAn b.BrinsT4 P.E. (Submitted under previous NOA No.12-121&09) •• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5* ' Edition(2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 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 04/25/151,expiring on 12/11/16. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their REv 6Kwmff xyQ (Clear and White)Glass Interlayers"dated 06/25/15, expiringNon 07/04/18. REJECTED FUR ISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications.This check is only for review of general conformance with the design concept of the project and general compliance with the information given in theJA contract documents.The contractor is responsible for: confirming and correlating all quantities and dimensions: nu res,P.L. Selecting fabrication processes and Yechniques of Ploduet Cont I zaminer construction.coordinating his/her work with that of all NOA No. 5-0519.13 other trades.and performing his/her work in a safe and Expiration Date: April 11,2018 satisfactory manner. Approval Date: Jdl 162015 ° E-1 • Ralph Ta' Archit ect.lnc. . Date: By:� t r ' t ' PGT Industries • NOTICE OF ACCEPTANCE: EVIDENCE SUBhUrrED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-S*Edition(2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 16, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT industrips for their S��"CA; 740"Outswing Aluminum Casement Window-L.M.I."appraW oh 04/11/10 and 00 expiring on 04111A8. 000000 .. 0000.. 0000.. 0000 . 0 . .• 0000.. 0000 . 0000. 0000 0000 0000.. 0000.. 0000.. . . 0000.. .0 . .... Manuel ez,P.E. Product Contl4loxaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 GtWLAMWATM GENERAL NOTES:SERIES 7401NfPACi-RE318TANi �AC" I DESIGN PRESSURE OASEMENT"NDOW RATBXi IMPACT W= BY KWt Atlrte4ae JIBC StIliYW VMY YAKS, RATED FOR LARGH&SMALL I. BY WAWMY NWAleleAMOR AMeMMM 1)TNWPRODUCT FY18BEEN DESIGNED&TESTEOTOCWaS+IYWR?F7HE SEE SHEETS&9 NNSBILEfWPIK:TRBWBTAtX suesAMW4MWHEATMASS WWANWAMCM R110MEMENfSOF THE FLORNASUI DINGO UDINGTHEHIGH � GLASS smom � OVA VELOCITY HURRICANEZONE(FHVFIZI umm 37"WITH �� pliffirGLA R BH M FO RCQIXASSRED WHEN USED SN 28A7�MA)LO.O.IP 7MOTH ESREOI�.FORIPSULATEDOLASS�TAt1ATHA�VE�'gdTHE11VFIZ,THH UNDER33.478`tHEAD&@tLl � 17H0'tiLASSWTE 98SSBITEOUTBOARD LITE(CAP)MUSTTSMPEREt3.3)FOR MASONRY APPLICATIONS IN MW�MFDADE COUNTY.USE ONLY NAWME �6NAX S.SEE$HEET2e 9 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM COO CONCRETE MASONRY UNITS 32 - AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SE TABLE 3.WIEST4 a)aLWOW a<ttacsLESS Tww,-urTHICK aTo�CONSIDERED,x i 17-lir dLAS3TYPE1 GLASSTY�B &3 INSTALLATIONS.iXWOODKOMARE;OPTONALIFUNIT0INSTALLED � �ppN 7At•� OTLYTO�IBSTRATE WOOD BUCKS 0EPIOTEDAS2XARE 1-7FC THICK OR A A SEE D.C. Srgg1 Otte UteWatflb -a� STACK TRANSFER LOADS TO STRUCTURE. SUCK DESIGN AND TION \ \GREATER.IX AND 2)(BUCKS INHEN USED)WWI BE DESIGINED TO PROPERLY � — �SSIACK I NwAlsommoft OtABB 18 THE OF THE M40M ER OR ARCHITECT OF RECORD. �MAX WAle�OL40 I OUteB TA8•AI+ffi AWBUTA01&A tWAFMAPACB 0)ASR TO EASE MATERIALSHALL�BEYOND WALL WEBBING O.G eL gSYKAMPAYp alt6'ANr Y OR STUCCO.U=ANCHORS OFSUFFICONT TASSPEO�ffA�1 TABLE S.SHUNT 4.NARROW JOINT SEALANT 13 USED ON ALL FOUR CORNERS OF or / \ USE ANCHOR NI 1E6•ANNBALO e8 1M ANNSALMOR GLASS THE URGINEA INSTALLATIONAT GYFORANCHORS SHOULD HE SEALED OVERALL VISIBLE U rl PJAMS ff EACH SFALHN0IPLABHSNGSTRATEOV tN WATER RESISTANCE OF INSTALLATION 000 AmL-T SNSTRIEO'fION$.BY OTHERS AND 10 BEYOND THE SCOPE OF THELE HEIGHT HEIGHT IS 37 11HR GLASS SITE � 11M OLASS BRE (D�) / / WOR OVER 6)? ARE REQUIRED AT EACH ALOCATION W1�THE PRODtWTIS / 3 _ 9 NOT FLUSH TO THE SUBSTRATE.USE SHITE CAPABLE OF T HEIGHT 31 ep 31 E APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST HE SUFFICIENTLY ANCHORED / TO RESIST LOADS USED ON THEM BY THE WINDOW. / 32 gE A. GLASS TYPES 4&sGLASS TYPES 8 8 9 NIMTHVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TEST PRESSURE. / y. LEIM / sANALYSIS AND GLASS PER ASTM B.P0TIVE DESIGN LOADS BARED ON WATER Rte,BTNIICTURWJ GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PERAMM E1300. 11 3W84A8g S)THE ANCHORAGE METHODS SHOWN HAVE MEN DESIGNED TO RESIBTTH E � eeo`StP�YXUAMY WWDLOADSCOI�PONDINOTOTHE REQUIRED MIGNPR .THEi33-10% af18.71BA�3BD Al®RICABt6 PRODUCT T THE A LOAD D HAS NOT BEEN USED SNTHEUSED DESFOR T N FTHMEVALUATION C MAX J B 14-12-MAX 0.0,IF WIDTH 13 38478'8 OVER(HEAD&SILL) at PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATON OF j 36 ANCHORS INTO WOOD ANCHORS T"ATCOME INTO CONTACT WET"OTHER 3VVISISLE mm DISSIMILAR MATERIALS SHALL MEET THE ANTS GF THE FLORIDA Ot+EA1WG(CLO) BUILDING CODE FOR CORROSION RESISTAM� 3 11M8•*LASS BITE 9)REFERENCES:TEST REPORTS FTL-7086.3519.SM.M4;ELOO UI.TRAOON TYP.ELEVATION OF 3 � MANtkAL ELOO ALUMINUM LEX AF&PAE�FORWOODCON8TRUCTIONAND (BASEMENT WINDOW TABLE is 31 ffi !SO PRODUCT REVISED as i Omvdh a GLASS TYPES 8&9 �! M.i 19 1 *)Nems Types A N , • • f • • • • Revkfon& WA. -118SRN.NOTE&......•.,-.,.._......1 h 'v� i'� • • e mB AmmTH on NSE BrB EVATKNN..--_...«........1um -3x18 GI A2M3 CTAS SA AAA-... .1 fl8706 ( 1�1 A Ir- An-.EMO' 1 04TALLATION„..„.-. .•..•2 M UPDATE ' A Y P� -�'4 �C LAZA ZIVG DETAILS ROSOWSW 4 r• 8 An•. - ANCHOR QUAATRETIESw,.....W.......4m-3118 so• DESIGN PRESSURES.•...: .. »S•S i 7' P: • 1070 T DONE "�.�.��E` ° o � . •• P. tEOX Is z7s iAlNefw�NT WINDOW DETAILS-LAA 8c SAA 08/08/12 leiA4.3M( 80- ASSEMgI.YOETALINSOM M..-»•10 'i •�` • Nf p • Lemti i0 -1 -911 -.DeD' 'i,SSlONAL�y1• • NC(f�FL 4 same: rHo ML Hw: •PVB•m BUT BY KURARAYAMERICA I NC, A� `P� CERT. or AUTH. 12MG 04-740 NTS 1 OF 10 MD-CA740-LM A ' XURARAYAMERICA,INC. P.&0 • •• •• • • • •• •• INSTALLATION INSTALLATION INSTALLATION OPTION I•MT AM DISTANCES - '__" —'.�- a DISTANCE OPTION 2 INSTAL TM NCHORS I4TD2XWOOD. O0NCRlnwCMU ISTALLAIMANLIM DIRECTLY INTO METAL AS REQUIRED PERI PERANCHOR DIRECTLY INTO MASONRY. 2 EMBEDMENT REOUIT DUCK WID1H ATTACFI:D TO 82 TYP.ANCHOR •.• V4'hATTACFf�1O 18 18 FRAME BILL 10SHIM 11 @MBE�OAIENT ;' vEldT SILL Be 13 812 STE81. ANDEDGE8 1 DISTAD PER +• 4 8 33 12 SM SIM TAME SUBSTRATE, 20 S,SHEET4. 22 23 4 SEE TAKE 3. SHEET 4. R 0 3 CE so EDGE ". 18 84 84 ULLK% UASNU 7 Q 8PROVED T q.:• a 38 38 ELFRAMING OR I ATl'ACHED TO •~ 82 62 ATTACHIBO TO V M OU 36-37 81 FRMIE J [ 13 EMBEDMENT 1 24 wMBLE L*ff v IDm o)LO) 3 8 03 70 FOR SI UBM IE MEt�M 8 My-Mm OFTIONALADDON pmt ATTACHED TO SEE TABLE 4.S MET 4. WIrDOW WldfH VENT'JAbM 12 FLAME 8 HEAD. W 11 WE DETAIL HORIZONTAL SECTION A A �oREas FaB: HEmw I tE, Al.WINDOW BEII(m WIDTH,' 7H WASH HINft*WINDOW WIDTH F6Nt WDIOOVYY T13-14 A IId iq 10 1)Un ONLYSUD8TRATE OPRIAIE 1)WHEPIDMIALLDIO HEK#R:WIIDOWHEIGKr-S VISIBLE ANCHORS LISTED ON TAME 3,SHEET 4 tLIGHT FOLLOW EDMBNTANDBOW ! ADDITIONAL TION VISELKffiITFSA& 11 �O) MXI( ONBTIONSHO N ANY SO USEDONI N r" / / 10.E ANCHORS MAY NEED TO BE W0TH:WlNDOWWlDTH-7 HEIQHT OPti0N8HOWIMAYBEU�ONANY / 'W / INSTALLEDTHROLM" HEIOHT:WD160WFIEIOIIT-7 SIDEOFTHEWIOONL / / WINDOWFRAMESATIVMAX ATTACHED FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1.112' ASSEMBLY TUB CENTERLINE JAMB THICK AMTOBE CONSIDERED 1X �!�, SEE TABU BUD*. ATTACHED TOI INSTALLATIONS,iXWOOD BUCKS ARE FRAME JAMB L OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUSGTRATE.WOOD BUCKS -+-� �-+ W MAX A O W AMMIS Rm9md 00 esch DEPIOTEDAS2XARE 14MTHICK OR DETl4T A2 BELOW S&*IftF=WAnwAMyVAoVAV ATTACHED VHNTJARDR SHALL BE 109SIOMTOP Y ) NRAp A 8.660 IRAN SF13R LOADS TO THE SfRUC11A0. 82 VOW SUCKDEEMAMINSTALLATIOdN 23•M1F 01 s IS THE RESPONSIBILITY OFTHEENS a 1 ORARCHRECTOF RECORD.MAXIMUM 17 SLIM THICKNESS TO BE 1W. s Andiar D 20 16 18 82 DETAIL 21 Al L>!SAI e 1 1 m compb a RnMW FIwMa p BOdWsCoft 1 .ID�IR.13 80lxW0ODgR• & Imo 7A18 l I—� 18 64 JCK$TRtP, `�� (LYNN aj ��i�i • •• • • • •SEE Kole • Br. T188 tR}iIBETsk Coto 1: ��:a�ENSLc''':� .�'• • • • • • Revision k Ptodut! *- IWMAXBHDA = No.8870b :,�� • •• • L 5/15J16 RpCIIANt$ETHMNilIEET = SECTIONS&INSTALLATION J ROSOWSKf • .s° . CpI�tETB :'O • ALU °.* aaa��aFF� • PERANCt t ' ' `; '+f° �'� ORK '��s FcoN?�op• • :• "'P. nlMl, tiASMNT WINDOW DETAILS-LM&SM 08/08/12 INSTALLAT�I OPTION S S/INSTALIATIONANCHORBTF I VERTICAL SECTION B-B ��, ONAl. esti • `� ftv., 1X11ucxcsTRwNNrorY. wL4�dtIuL�I+�JL CERT.O.Aunt 629 CA-740 NTS 2 OF 10 MD-CA740-LM A • • • • • • • • • • s •• ••• ••• • •• •• ••• • ••• • • CASEMENT(X) CASEMENT/CASEMENT M AWNING/CASEMENT i FIXED CASEMENT(XXQ) 10'.SEE NOTE 7,TL B SHEET p N. •0 y�• FIGURE 2: 7408ERM8,..•^"�ED AWR4p�i J� D FRAME r+- HEHWW j � �� 10'. 7. r» TUBE ASSEMBLY THIS SHEETIN, D 1)D@SENBtONS MARE 740SERkE8 TI6TO.TIPOSVIN3ItN SFOREACH �� /AL WINDOW.ROIL SM NOTt WN 1 BF I,ROUNDWTOTHENEXT C) wmowAVAILABLE WIDTH OR HEIGHT WIDTH DIMENSION SHOWN TABLES. T40 I 740 E CAB (T ASSEMBLY CASEMENT FRAME 2)ANY7404 SPRODUCT w � W N TUBE `ASSEMB.Y_`o„ (CASEMENT,AWYpINQORFDMD WINDOW E TUBE CASEMENT)MAY BEATTA+CHEDTO THE FRAME ASS Y TUB PDR J \740 ALL WINDOWS,USE THE WIDOWS d V a / NOA FOR ANCHORAGE,BRE AND F00=D WiPAmYY',-,y � DE8K,N1 PRESSURE L�i'A,90Pt8. - Z p a �+ '8EE PRODUCTS NOA FOR 3)ALL W IN THE MOMTION UNIT UAW BE ABLE TO 7408ER�S / ,.�y\ INSTALLATION SPECS � yt t.YWITHTHE N c OF THEIR WINDOW W REESPECTNE REOUIRIEMENM } g WIDOW \ / 740 SERBS 740 SERIES 4)FRAME ASSEMBLYTUSETOBE 7405 E1 740SEMNT FA9T9NEDTCWN�ItAB&�WIN DETAILS,WITH MBL 012 X 1•ABT FOR 81RXB E Id4R8 WINDOW MBTTAL SCREWS.USE THE SAME TH o12xr9M9 — FRAME OPPOSITE FRAME n AND G LAS& ND OLWM AS YOUR WINDWN 8TH NNITALLATIONHOLES 5)THE FRAME ASSEMBLY TUBE MAY U 2) YOUR ANCHOR TYPE TUBE tY Y R EXCE@08Y IILENOTH(ABU> D AND SUBSiRATI,DETERMINE �� MM4.612X IJ WFW4(1BDWINpOW}QRB, ..L ' �y YOUR ANCHOR FROM MI4.$12 X r SM CONFIGURATIONS, TABLE 3.SHEET 4. row "WAMIDOW 0 S�8 THROUc#1 ffi 3)FROM SHEETS 68 F�TT� THROUGH CASEMENT INSTALLATION lie n N INSTALLATIONNOrr R PRAMS YO SE .YTUBE SHEET FOR YOUR GLASS TYPE. `,.._I' HOLES �IQT Ii�LUItED TO BE CLNPEDTO A lI RFINDTHEPRODUCMDESIGN � THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM TABLE 7 PRAM CASEMENT 7 NTSTO SESEALED BY I STALLER. LABELED py { ASSEMBLY 740 SERIES M"FOR�XNER 144$ALL WIDOW TUBE WUOOYY PDOB) 7)PORALLCOM h4TOAlUM01S, ANC7ORC4�S'. t, CANEXTERIORT ADWT0IJALU�TALLAT�NAt�HORB a I$ HORiZA/4TAL8ECTONGC V-+ W MAY NEED TO BE INSTALLED 0. 4) SMOWNARE THROUGH THEW FRAMESAT O$ TVA-TO-TIP.FOR SIZES NOT 10'MAX FROM EACH SIDE OF THE BROWN,ROUND UP TO THE NEXT FOR�IN A VERTICALLY OR HORIZONTALLY COED ASSEMBLY TfERT � VERTICAL SECTION t}E E Al Y TUBE AVAIABLEWNDTHORHEIGHT • • • T�— CENTCENTE16p4E SEE TABLE BEiOW DIMENSIONSHOMONTHE 1)pETERMBEEAp1IMDIVIDUALWNdDOWTYPEBREANDt%ABSMAxEUP,BEEFXiLiRE9'&2T}68SY A GROUP FROM TABLE 3 {EETa. AdMNWArohae dmtamM .�• '(IYMNR� .,� TABLES • •• • • • • ••• • Spy aTI•Fame TIMe 2)FROM8HEMO-&FDOTHEBIiMTFORYO<AtCEMTYPE. • • • • • • • • • r VA*W AaWIo� ; 8)LiSIQOTHE TABLE LAt ED •• 000 •• • • • •• I WANM A B O&D pia 387D5 'i�OWANI REQI 3)F@�THE DESIGN PRESSURE FROMATHETABLESLABEtED SMSNPRi; FOR WW BATTACHWTOAVERTTCALFRAMEAB LYTI ORIDE3If�t I (TABLE&SHEET 4),DET FREM M M FOR WPI W ATrACAW TOA DIAL FRAMEABSEMSLYTU8E; IGi ON WHICH WAYTHE PRAM A88EMELY T UEE IS pR�(fATED TF{f6 _ 14EEMTT#F1EADSILAtdOssTHENUMBEROFANCHORS MUST BE DONaT Roi�PTaI�scravaYnraeaeHEIr� soN �p1IF>�,•MWJM APPLIES TOTHE BMW ABBEM�LY.. +owNaTl�raTo�. 2r•2ar o , �� AAMSSOrWO1BiWNWmiN AM a)U8Nd0T .1SLELABELED ANCHORS RE (TABLE 2.SHEET 4} •� nEi' RS PI EI�Nd�iE�EAD I WE/JNgMS�+ 1 A B.CSD %°'t -..........o`• 8)BMSTALLA8PERTHE YOURWANDOW. •• • • • • • •• • • �. S DISTRUCTON8ONSHEETZ • •• • •• • • • >3r 0 1 i��UNA1 Vo BERET AND THAT MN.Al2I X 1 ANCHOIG ARE TO2BE USED THROM THE FRAME INTO W E FRAME ASSEMBLYTUBE(SEE CETWOW PRIM��IcET).TE BE�� • • • • • • • • • • • •• •• • • • •• •• TABLE 2• 'ABLE 4.1 tMlndow Anahore Re**W Jan&Snubber LocadOns 1Mh4oar , P� c6aee EO No i �O AAS AtWiar (T�es1,4&6) (lypes2,3&8$) � A C&D D A B O& 9 C&D A 6 C& A &D A 0*23' ' Wood Nam 12'atea4 Ban B a 2 Z 2 2 2 2 Z 2 2 8 Z 3 2 Nes enhwd&SV J� a a 2 2 T a T 2 2 Z Z 2 2 2 2 a nm O•C 28-0Bn6' Head 2 2 2 2 2 2 T 2 2 2 3 2 2 3 2 3 8 3 9 8 8 it MOL from 12"mar.� Job 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 eat'80" eadb end&30' each end&30` � a *31 taa080 2 2 Z 2 2 2 2 2 2 3 2 9 3 2 3 3 moxQQ em2O.O. 4. Jm* 4 4 4 4 6 4 4 6 4 4 8 4 4 6 4 4 8 6 6 4 „P�IN7TACZ BY KURAHAYAMERIC&W WOOD 2 2 2 2 2 2 2 2 2 2 3 Z S 3 2 8 3 3 4 •80%88 KURARAYA AINQ ME 4 4 4 4 4 8 0 4 8 8 4 6 4 Heaa89 2 2 2 2 2 2 Z 2 3 3 2 S 4 3 J=b 6 e 4 6 6 4 0 8 4 6 8 4 6 8 4 6 8 1)UBE THM TAKE FOR H0ed18B 2 2 2 2 2 2 2 2 2 2 3 2 8 $ 2 9 S 3 3 4 3 ALL WINDOWS PER THE SAMPLE(�TGURKMONS' $ Jmnb B 8 6 0 B 6 8 8 6 6 8 8 6 8 0 0 6 6 6 8 0 OSJRNELEVATIONS ON !' J or HUM 2 2 a 2 2 2 2 2 2 3 3 2 3 3 3 S 4 3 t St i a Jaada 6 6 8 0 8 0 0 8 10 6 8 8 10 8 8 10 0 X W H 2 2 2 2 2 2 2 a 2 2 3 2 2 S 3 3 3 2)FOR SITES MDT X X X O d �, B B 0 8 B 8 8 10 8 8 8 10 6 8 10 8 8 10 8 OUND A ILI TO �AVAS.ABLBLLE (Q� H T a 2 2 2 2 2 2 a 2 3 2 2 3 2 3 3 3 3 8 S .arab 8 8 8 8 /0 6 6 10 6 8 t0 8 6 8 W WENSIO HEKOW U d Hes 2 2 Z Z Z T 2 2 Z Z 3 2 2 8 2 THE TTABLL X O O CV Q V- 0 Q O TABLE 3: l t s Lu Mh. Am ba► A L !:FOR M4DOW COWMTION SWWN BELO"Rib•ANNEALED 80 LAMB.OI.A88. X O X X AX Q� AnoW Subobato 01w 114•MASONRY ANCHORS INTO CONCREN,•M 80 PEP DP RECUNW.NO AMC"PLATE � 4•DWW M as 1 1- tai A 014.SWEMS S.PIN � A)Ff�A9T/48LEB.ANCHOttSC&DALLOW ADP�+70F80. ;p or614,410898)46 e)FOR THE JAMB,FROM TABLE 3,AmmmTYPE CHAS THEANC mmeEtItB TE Pv p AM SW Or.33 OW 09. DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. S.Pae ! N. 9 012,sled EMS(CM C)FROM TABLE 2.8 ANCHORS ARE REQUIRED IN BACH JAM IL m0124lO�SI4B BLBd NO D)39pWeY.2ANCHORS ARE IN THE HEAD&BILL �ggv N4•eMd ltlapwaUsk 1 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM EWATWN ON SHEET 1. 10' 17 O Ph* es F)PER RULES ON SHEETS 2&3,DWALL 1 ADDS ANCHOR ON THE FRAME ASSEMBLY Ham mmm 2• 012 sled SME •P q TUBE SINE OF THE AYMM04M&SM 4'I --4,r ~ 4' er01241088SMS A30 8M' ee a� AM Va Qr.33 3t6' OL ae c S.Pae t• as CA8EMENTANCHDREi8EE8EPBRA7BNOAk 014,e 18M8 816' 071 es Q A)FROMTABLE9ANCH CSD At)POF+701.83.1. ar614,41088 SW Yes •• ••• • • • • • •• 10.6 A6638 Or. 9f8' 818' 6 Oa es 9)FOR THE JAMB,FROM TABLE ANX �""'AID • 13,24' Cammte 1' 1 as SUSETtLATE DEEiAED A{� RE •• • // T.89cCaaaaM Yoe • • • • • • • • • �� 4tCENgF P�� p U4"SW 1- ee C)MM TABLE 2B.8 ANtxi0A8 ME REQS INENM JAMB. • • •• �• ` I ' FEW Sada 2 ,r ee \\\\ No.ti8709 1 1 D)SMBLARLY,3 ANCHORS ARE REQUIRED 114 THE HEAD&BILL 51WsledU ded ma ' k7 DI$7RL9t►TE aticx�E�i� � ��Wd�VeEr:y• j i �o't 8� •�S :''�+!' No Fuad elaolc a t12 0' 1Sw NO F)PER RULES ON SHEET 2.DMT&LL 1 AgOt o w:O&OR Sn THE FRAM 1 ` A88EMBLYTM SM OP THE*IM CASBG NTMEt10&M4tj . •• : : —�a r: olt... .• �C ` ••• i• i•• i• ••i ••• 2S 20' � t iaAlL O.Lt !)ANCHORST MUEXSEMDA WMW M OF 3 TMWADS ANY METAL SUBSTRATE. 48' A�l '- 2)ANCHORS MAYBE HOMM.PANHEAD OR FLATHEAD. PJL4w706 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A91.e FOR GLASS TYPES: oee�Freamea Q»g1n Mteedo•e Ae Anohor 1)611W LAMI(1/8 AN-.OW PV13-1/8 AN) m D•FtmiAa 4)7/8°LAMI.K3:(118°AN-71181 AIR-118°AN-.OW PVB-118'AN) ��I oS19.b teder2r 2616116' 9914' w 33.112' 86 ST wkdwwwm RV9'oBUT BY KURARAYAN7EtICA W. ftw2r # +70190 +01690 + +70180 + + BY 20-MV +768418 +7090 +701.90 +7090 +7M1S0 r +70040 384W +7080 +00180 +70190 +70690 +7W90 • 47" MOW 48' +080 +701.90 x90190 +70190 +70190 +70(•90 +7091 HEWT War +7090 +90190 +70010 +70180 +701.80 +70F80 *70992 I � a 80' +700190 +RMO +ww +01.5.8 *TOM" +7W-7T.7 #70F74.3 ` 5' +70.90 +70180 +70680 +MS4.3 +YW-786 +7W43.7 +701.70.1 � WIDTH �+- 7r *99190 x708)2 +70-79.9 +5671.6 +568414 +80 60.8 #P699 N +7080 t70816 +701.70.7 +167A 41-5.0 +f-87.2 rF•�.8 SEE SHEETS i&4 FOR 84• +70190 +70180.4 +70671.8 +80462.1 41.802 M ANAND LOCATk>rIS AND QUANtPx9:8� r d V Des�nRaet�9xwfn�wealechedmaved�liim9eA�0nT�6 O IIttLLJ--]] r23r 26 18' 9•Sk" Sw 34819 sssr - A9dwr 0 Atter GMP Anima Anda BtwP AWW Anchor Group Al OPanP r� N A 9 C D A 8 O&D B C&D 9 A 0 8D A S C&D 9 C&O 8 A.0&D WMW ♦ 40 ♦70190 +701 ♦W4D +701.90 +7090 + +70x90 + +7090 ♦ + + +7090 + + 2&16/16 +70.5 +7W40 +=410 +M40 +7W90 +7090 +799D +7090 +7090 +7090 +701.90 ♦7090 +70190 +70x90 +7W90 +7190 + +70190 � � � z 5316` QW-90 +7W116 +79.90 +70}40 +70.81 +7d-90 +701.90 470x40 *7v.9D +701.00 +70.90 +7m +mm +70x•90 +701.90 +701.90 +78.90 4maD � 5► W +701.79.1 41.97.8 +70.0 +701.90 */918 +7090 +701.90 +7090 +7040 +701.67.8 +70.90 +701.90 +7WS.6 +7080 +7190 +7090 +70689.9 ♦70190 69618" +689.3 +1813 +7090 ;R:W-r I.Ou +7090 +7090 +7090 +7090 +7&4&2 +7090 +70190 +70746 +7090 ♦70982 +70690 +70.94.3 +70.892 60° 41.68.6 41.5.8 +70$17 +7090 +1.618 +76812 +7090 x70.76.9 +7090 +70782 +70986 +7090.3 41 9 +7W888 +70782 +70.77.7 +701•71.2 x701743 Or +M7 1 +1.41818 +7980.7 1+7W4886 1 +1.413 +70177.3 +7090 +70.723 +7990 I +6888 +70.813 +701788 +6699 +701-78,6 +70.71.8 1 +7073,7 *14TS +7040.1 � (7 FRAME J IW MAX. 11J6E TABLE 7: Odyn Pwam 04 trN4r m AftaaW 10 a Hadsoold Finae Asseg97 TAwT- -F WINDOW wddmwdb NEWIT w8er23' 2616x18' 9314- 30 919 �' I -ASSEMBLYWOODW FRAME HEIGHT Almhor fL-�I �aP �D Slow G"Anchor ArAhor Anchor AmhorQro� Anolpr9do4+ AralartAaup i i � -.-4 t -- MOOR A9 A0 A0 A9 B A,680 A 8 C&D A 6 O&0 WMAX W0>TN (4j,FF.WM d underZV ♦ +70190 +70.88 + +106621 +70690 +7060 +701.76.8 + +7090 +701.74.3 +70F5 1 ADDITtt�U SEE SHSEf8184FOR YlD�OWA ?� 2616116 +70180 +7080 +70.90 +70190 +70190 +7090 +7088.8 +7080 +70180 +70$4 + +70190 I LOCAUM AND 8.SEE SHEET {4),0x6'81. REQUIRED FOR THE FRAME ASSE0981.Y 5 +90x90 +7080 -W +70190 ♦70180 +70180 +7090 +7080 +765 +7080 +7W.5 ••• i i •• S FOR ANY , 4$' +7W90 +70m +70410 +7080 +7W90 +7015 +7090 +7" +mw +70160 OWES 14~40 0 � •!!..4-41 TI18E 6090' +70190 +7990 +70690 +7080 +7" +7190 +70.90 +7080 +70190 +YW882 + • • i"1•tY07TF1� �` �.• 110ENSF ``llt•� �f 60' +90690 +70190 +70xAS +701886 r +7180.8 +901.77.7 +70177.7 x700119 +780143 •7!7477 &4 YMN908MANCHOR or +7040 +7090 +7065 +7W843 *90.78 8 +70-78 8 *701.78.7 +7017&7 +7048.7 +70x•781 + 1 ' N0.08706 LOCATt�AND QUAMiC1938.SEE SHEET TZ' +70.90 +706872 x79h77.T +706716 *808x.4 x80.87.4 .9 +80.80.9 +1.88,.9 +FW,B 3FOtANYANCHORB76' +70160 +90.84.8 +70178.7 +187.3 0450 +1-08.8 41875 +667.2 +687.2 +65.6 R9iQUIR5I FORTF1E P A88f3 t.Y•+601.82.1 41.642 �" ; • : : :(7,�'•. lij4 •• • • • • • •• • • '.,lis'•P<Wt{DP•.• W6u4FCRAODnl0NALSAMFLE,00NFKMT0ftart4at•pe�i,�,9. 2)8888HBET'4 FOR BNUBBERdiEPlTB PE•8 • •• •• • • • •• •• • ••• • • • ••• • • FOR GLASS TYPES: a Casio p-�'Ineras%W^� 2)7/18"LAMI(3116 AN-.OW SG-W16 AN) Bbw , 1 rwlwb seNrRrmA KURARAYA#dERICA 91c -EELS Alow am" wAft cab •13Is wderxr wiww vswr 50" 93412' w ar 0*2r +9W130 4981180 4964130 +90H180 +801-130 198 +800-m yy�ID www +5-130 +90100 +801180 +9W 39 +801.190 +901190 +801190 meow 311-W +801190 45N-9m +90-1SO +901130 +80r-190 "Voo 4910.1 4r +BW130 +9N180 +80w130 +901190 +W14190 4901130 450190 60845' +Sw-190 +801130 +901130 +801180 +W.m +9W130 +BIW180 --4 w 86" +9W US +92-1 +501180 +80/180 +801196 +9a-130 4801130 WwTH or +8061n +801130 +901130 ""-Iso +901130 +901130 +901-Ims F 7T +e9w� +90480 +801180 +8G 180 +B�•11 ►8011226 +BOW1sb 18' +80I-130 +eaw +801190 X130 4901121.1 +8N 1187 *MWo LOCAnoAS/ C07ANT171E8. 84' +SX-130 +8M ISO +901-196 +9011 +501II&4 m -i Dse�Pr (pegfetWp�amA9toaVer6eelFteaeeAsTti60 0 � a t3 Wm z ander 16x18' 213x6 3G 9T Aedror l9Osip Andoe" AlwW o " Am wr e" AftChM W Anther GI" Astllor G" l/3 cm A 9 C 0 A 8 C&D 9 CSD A 0 C&D A B C&D 9 Ca A 8 Ca We 2r +7-90 +70490 +70190 +701.90 +090 +701.90 +70190 +7090 +70.90 +7&90 +70190 +7090 +7090 +70480 +7W90 +7m90 +70.80 +70190 +70156 +7090 26.1611r +70.90 +70190 +70.90 ♦76690 +7040 +7096 +W10 +7090 +WW +7090 +7090 +7096 +70.90 ♦7090 +70-90 +7-90 +70198 +7090 +70{.96 +VW-W p 0/} z 35318° +7090 +70.71.6 +70190 +70.90 QW-81 +7090 +7090 +7090 +70-80 +7&90 +=AD +7090 47090 +70.56 +7090 +70.90 +70496 +78190 +7090 +704.90 4r +70751 0•®.3 +7096 +01-0 +160.8 +7090 +7090 +7090 +7090 +7090 +70.87.8 +78M +7090 +7090 +7090 +7060 +70690 +70.86 +70.88.9 +7090 604V +&W3 0.84.9 +7090 +7090 I +MA +729D +7090 +70.90 +7990 +7090 +M41&2 +70480 +7090 +7090 +70.90 +79412 +70.90 +7090 +70.81.3 +7090 � CL 80" +158,8 0.85.8 +70947 +7090 +181.8 +7081.2 +79190 +7m7a9 +7096 ♦70.89.8 +70.70.2 +70450 +70.86.3 +7-7&8 +7096 +70782 +70190 +7090 +70.71.2 +090 &9' 4665.7 41jas +70907 +70.898 W410 +79177.3 +0-90 +072.4 +7090 +70486.3 +14WS +7090 +70766 +7-78.9 +7010 +70671.8 +7090 +70a$ 4W.8 +7090 FRAME TABLE 10: 1PIdAX -►{ r- TUBE r Desi Pressure WQ Mr Wbutoam A5echWtc a HwbWW Fm=AssasbV Tube {- T v T yyomm e wuler29' 2618+18• 27944" 3D' 331!2 3r HEb711TTUBE-ASSEMBLY � A4ttW AWW Asdwr Andwr Andw Ando Dow "W MaoAr4W0rary AWWO" ,� ,:� �.� ANCHOR � a Ag AD A9 AD 0 ACaD A 8 C&D A S C&D (gwnm R� m*K 2r +70.90 +7090 +7-90 + 90 +7-921 + 9D +7090 +70.7& +7-90 ♦1090 : .0. ♦ T ANCHOR SEE SHEETS 1&4 Pmt W9 JYAP OR 2818118` +7090 47090 +7-90 +7090 +7090 +7090 +701888 410190 +7-90 47-94 + + LOCATIONS AND QUANTITU.SEE SHEET ANCHORS +7090 +70.90 +70.96 +7-•0 +7090 +W90 +7090 +7090 +M-90 +W4W +71Y •+�• •: : •••Vftw1 1411E I6� QU��RH� Y \\\\4 LYNN qj www +790 +0450 +7090 +70.50 +w96 +im90 +7m90 +7m9D +7-90 *1" +2.90 •+7"90• r'^ ��P��iii W +7090 +7-90 +W90 +7090 +090 +MM +W90 +WW +70496 +7290 + SRESt1ORT81104fDRW90OWANCHOR :' % or +7090 +7mm +7090 +7m90 +7090 +7090 + 9p +Tm90 + ••0 +7N90 +7090 + LOCATIONS AND QUANTITIES.SEE SHEET 72' +7090 +76690 +7090 +7-90 +7090 +70450 +7080 +7m9D ♦7-80 +70 +121 +70-80 81' R/UVYADDITIOFW ANCHOtB M 76` +7090 +7090 17090 +79490 47090 47090 47090 +1090 47090 #74.2% + + •T THE FRAME AMY �]( jjSY' W +7090 +7090 +7N90 +701 ♦7090 +7090 • • • • • ��'' 5i 1E0 •5:. w� •• • • • i • ••• i i 'U ,•• FLORtD, � •• • ••• • ••• • �r�>SIO �\ 1� ES1+�14wx,u�Irrowv ard�xEc awraT NA,,, 'Al bi 2)SES WW 4 FW4 WJBSER REpl 4TS. P ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 1 FOR GLASS TYPES: D°,g„Pmse m b"f r ,AN AMINW 3)7118°LARM(3118 HS-.OW SG-3118 HS) PRODUCrRBY18>91 07)718°LAMI.IG:(3(18"AN-114°AIR-31181 H8-.Or SG-3J18°HS) 1 - K 13 urAwW 2&46ns Wyr w or 9)7(8"LARAI.IG:(3118"T-114°AIR-3118°HS-.0W SG-3118°HS) A`oap1a�tBDab On Wdw2r +90-,30 +80-,90 +BQf-1S0 +8W190 +804198 +01.130 +80-130 "83'°SWM WRWY ANMWA W. BY WIRW OW430 +80180 +9W13D +BWJSD +8W 130 *80/80 +8W198 3808' 4W4W +80-150 +8W= +0000 +00130 +W-In +8W130 46' +8010 *90730 +8Wt30 +BW,80 +801430 *8010 *80130 80810' KW130 +90130 +90130 +•W73D +9W10 +00-130 +90.130 � a 87 *80190 *80130 +90-130 +BW190 *90430 +90.190 *8W180 HY _ 8S' +8W1S0 +80130 I +90436 +8W130 *80130 1 *8W 130 *80.130 N 7r +0040 +80-490 +80-130 *8d�W +8 480 +80130 +8W 11 76 +80130 +80130 *80730 +80490 +80190 +80,30 +801180 �pymm {}I 86' +80P-190 *BW480 +00,90 +00136 +W-130 wum SEE$HEM I A 4 FOR WWDUMANCHOR _ LOCATUMANDQUANWM3. g uV v1 V. 0 VaWw Pms=44 fw Wkdm MadedtoaY Fm=Aftem 7Tabe a m}� WaeWWh Z h '1 ii {t tadBr29" 2&ivw 3V 931/2" 3v 3r AsdWOMP AsdtwftW Asd=Mo* Asda OW AsdtaOff* Asdta6rap Aeda78fap Lo A 8 C D A B CAP 8 A60&D A B CAD A 8 CAD 8 A.CdD A 8 CAD mMa29° +78-80 +7080 +701.0 +70-90 +70-90 +70-80 +70-90 +7-86 +7096 +7-80 +7040 +74.80 +7090 +7080 mm +70180 +7090 +70-86 +78-80 +74.80 °•' 2$161,8- +70180 +709D +7-90 +M40 +7080 +7'0-90 +7-90 +W40 +70.90 +M40 +70.90 +7-90 +7940 *7-90 +7080 +7-90 +7-90 +701.0 +7080 +7-41 SAW +700 +70 6 +M4M +7-90 +7081 +701AD +7-90 +7W90 +M40 +7-90 +70.0 +70.90 *7940 +7010 +70.86 +70190 +7090 +70 +70.00 +040 (!� Mr +m7&1 41.81.9 +7040 +7-90 +880.8 +7080 +7090 +7-0 +70.80 +7 -90 +7087.8 +700 * 80 *7090 +7040 +7096 *70t0D +70190 +7888.9 +70.0 60816' 4144.3 41.81.3 +70.90 +7-90 4141.4 41-0 +W-W +7-80 *Ma +70-0 +7083.2 +7080 +70-90 *70.0 +70.90 +70/• 2 +7-96 *7-80 *70.80.8 +70140 +�S+ 86 41888 41 88 +70847 +70.90 +141.8 +70141.2 *7-0 +7418.9 +700 +701898 +70702 +7010 *R189S +70.788 *7090 +70.782 +7090 +7090 +70.712 +7080 z 8& 41$B T +!49 8 +70897 +70.0.8 41493 +7017 3 +7090 *70-728 +7080 +70865 *4808 +7-0 +70.78 8 +70 74 8 *7080 +70714 +7090 *70888 41 ,6 *7090 .((j N W Pfi4AE TAKE ft WMAX ri A09N�Y DespPmumeWol)r7WmbnAOeshedtoeHakmWFMA&AssanNYTAftT- TUBS e WINDOW usWt2S' 28.16118' 2T8Id 3T 93.1/Y 9S' SP AI.Y wINDOW FRAME �I�r Ila: Attoha Ata Naha Ataha Atahm Naha AtahaQm* AmhaOtap 7110E W Lam- --AW- 69an* erm � Btap A6 A6 AB A6 8 ACBD A 8 CAD A 8 CAD WMAKww" WWt23' +7044 *70.60 +70.00 +70.0 +70188!.1 *70 +70 +7078:8 +7090 +7090 +70-743 +7090 'F A WESHEETS184F�tM1p�OMlAPRkiOR 864ww +7090 +7090 *70.80 +700 +70-00 +70-0 +708&6 *70.90 *7090 +?"" + • • •• O ANCHOR LCCAYUM AND QUANTRIBB.WE SHEET ^ 9 +7090 *700 +700 *7080 *7080 *700 + *76-gp +700 .709Ds :70-0 •7010 : : 000 Dom+ ANCIM REQUIRED FO3 FOR ANY R H£�FRAME Y �� .�LYNN 4f��i�'i 80&6 TUDL +70.0 +7W80 +70.0 +70.80 +70'+0 +7090 *7090 +70-90 +7090 +10.0 r •7060 � � �:a? : Vt��':�'p 8D' *700 +760 *7090 +700 *700 +7090 *70 r +Ry 90 + • •8BBt1EMfWFORWINDOWANCHCR Y L?tiC'r„ 86' +70.0 +70.0 +70.0 •70.80 +70.0 *m40 +700 +TWO +7-0 +700 +7-90 +7090 LQCAYtCNSANDgtlydOTl e.8BB8HBBT i N.58705 72- *7040 +70.0 +7040 +700 *70-0 +70.0 *700 *7090 +76-80 +7Df4A +70.0 o" RWLW3 FOR FOR THIS FRANK . REQUBZBD FOR THE FRAME ABBf.Y 76' +7090 +700 *7090 +70.0 +70.0 +0.90 +70'90 +70090 +7090 +70410 4+60.0 +7&40 •T b "' "' 1615 84- +700 +7090 *700 +7090 +moa +7090 i i • i i 0 •i i• • •• i• • •i i i ��' ;' .......... • 1 aw$HEET4FatADDItroNALBAbPiBc RAY •• • ••• • ••• • �'�s`S10 i �� aBEBHEET4F0R$NU98ER H8. P8 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 1• 1 b)718°LAML K3:(1/8a T-7/18"AIR-IV AN-.OW PVB-IV API) FROD1rc9rk9v19ED Demon Pt uae�+a flior MlnIDD.AR Anohmc a 'W8"•BUT BY KUPARAYAMMUCA.W. a skoF1oA� YY4MxvVM�9 ��.0� •��, mMer2r 28.161&' 27.714' 39• 33-W 39' 97• wMa29• +70-90 *7&90 +70 W *7&4-80 +7&•90 *70-90 *Wa 20•tdi19• +70180 +70.90 +701490 +7" 0" +70191- +7&40 saw +Mw +70.90 +7" 47&80 +70-90 67&90 +70690 48• + +70690 *70.90 +&80 67&90 0*W +70.90 89816 +"M +0690 +70690 +me +70180 +70680 +mw T-E < or +7&40 +WM +70-99 +7&80 *7&•90 *MMU *79-84.9 vomm 86 +71B9p *70.80 +70-10 +7&•90 !7&878 +79-94 +79>799 72' +70-gD *70!90 +701988 +7.91.6HEKW +80•70 #MMA +8.87.9 N 76 +70180 +9&80 +77M68.9 *70&9.7 +9&61,2 +8&$6.2 +90-99.8 -4 wmmw 94• +70180 +Zn/90 +TO-819 +90-70 49".9 I WOM F' g VWNDOWANMIOR (D o� S LOCATION$AND QUANTTMIL Z 8•� DapPtaseu oolotY AOmlcedtoeVoMW RamAaseayTube d V mWkdmwm z radm26 16 m 96 99•V2' w a1' � OD Anoh fto Aodwe * AnCIW k W A,ara OMW Aearor9'� AaWaxgi Aaofaromw Q A 9 C D A 9 C&D B A.O&D A .B C9D A B C9D B 6C 1D B A.C6D N rader23• +?OLID +0690 67&.10 +701410 +701.80 +W90 *70690 +70-90 +M40 *7&30 +7&70 +70-90 +701.90 +MID t +0.10 t + +70690 2898H8• +701.80 ;701-90 •70-90 +70-90 +70-90 +7&10 +0890 +70610 +MW +&80 +Mw *7&4m +7&90 +7&.90 +70-90 +701.00 +&490 *7&90 *70.10 P 98318' +T&•/0 470/71.8 *70&90 +701.90 +70-01 ;7&40 *70690 +7WI0 *7&80 *WW +Tom +70-90 +70290 +7090 *7&90 +X180 +7W/D +70-90 +7"QM 46 +iW73.1 +1.81.9 +70a +7.90 +14U +701-90 +MW +70-90 +701.90 +70!80 +01WA *70100 *MW +701.78.9 +7&1.90 +70-80 +7080 +70688.9 +70!•0 804W +1-89.3 +.64.3 *74.10 +70-90 +141.4 +70180 +701.90 *70690 *70690 +70M +7&.89.2 *7W4M +W80 +70174.9 +701.90 *70189.2 +701-90 +70-94.9 *70-90 or +.08.9 *148.8 +7W4W7 t7N48D +/411.9 +706312 +'7W40 +7N79.9 *MW *706898 ow" +mw +TNBD9 +.$2.8 +741.80 +M-M2. *701.88.9 0701-M +70184A 93 ; T +/•�8 +70.887 *706896 +640.8 +7&.77.9 +70690 ;701723 I +70-90 *794.8 I +.W,9 +TWA I+70.788 1 41.M +701$7.2 1+701.71-9 1 +701494 +687.9 *70-79.9 a 'y� MOLE 1 T_ Deelp Pmmm 04 fArVAnftw Afthed to a Mokm et Forme Ass=*79Ae � 9EKW R i k ihr6dvmYYldtl1 (( # radar?$' 26961DY 27717 9C 99114 �' 97• I A88t30�Y --.•` YY M� A #w' Aahor AWW AWW Awl& Aaohm9aap Araweenp AWwftW TIM (4.0°I� o c a" G" � m A8 A6 AD B A,C&D A B C&D A B 09 D WWAX. 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