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WS-16-784 V Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756,8972 Inspection Number: INSP-256202 Permit Number: WS-3-16-784 Scheduled Inspection Date:April 06,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SHAW, PETER&LYNNE Work Classification: Window/Door Replacement Job Address:1226 NE 97 Street Miami Shores,FL 33138-2560 Phone Number Parcel Number 1132050090600 Project: <NONE> Contractor: CDM WINDOWS&DOOR INC Phone: (305)267-1011 Building Department Comments REPLACE OF 14 WINDOWS AND 1 DOOR WITH IMPACT Infractio Passed Comments RESISTANCE WINDOWS AND DOOR. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-256038. CREATED AS REINSPECTION FOR INSP-255453. No access Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 05,2016 For Inspections please call: (305)762-4949 Page 31 of 45 Miami Shores Village 10050 N.E.2nd Avenue NE a`° Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration:09120/201 Project Address Parcel Number Applicant 1226 NE 97 Street 1132050090600 Miami Shores, FL 33138-2560 Block: Lot: PETER&LYNNE SHAW Owner Information Address Phone Cell PETER&LYNNE SHAW 1226 NE 97 Street MIAMI SHORES FL 33138-2560 1226 NE 97 Street MIAMI SHORES FL 33138-2560 Contractor(s) Phone Cell Phone $ 19,940.00 Valuation: CDM WINDOWS&DOOR INC (305)267-1011 Total Sq Feet: 0 Type of Work:REPLACE OF 14 WINDOWS AND 1 DOOR WI Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:7 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 Invoice# WS-3-16-59138 DBPR Fee $3.75 0324/2016 Check#:12860 $310.50 $0.00 DCA Fee $3.75 Education Surcharge $4.00 Permit Fee $250.00 Scanning Fee $21.00 Technology Fee $16.00 Total: $310.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the abo med contractor to ork stated. March 24,2016 Authorized Signature:Owner / Applicant / Contractor / ent Date Building Department Copy March 24,2016 1 Miami Shores Village Ef Building Department r 2 2096 10050 N.E.2nd Avenue,Miami Shores,Florida 33138Y: Tel:(305)795-2204 Fax:(305)756-8972 -t INSPECTION LINE PHONE NUMBER:(305)762-4949 rj l u iFBC 2/0 I°� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL [_]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP f CONTRACTOR DRAWINGS JOB ADDRESS: 2' j( � 7 ? 6 9 _S City Miami Shores County Miami Dade Zia: 3 3 Folio/Parcel#:�/_,,� A O—'r- O O 9-0 sn O0 Is the Building Historically Designated:Yes NO l/ Occupancy Type: ,F Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):/'e/c r 4 L y h he T�a Phone#:3 D5 - 7 57 O 7.S"'/ Address:2 N E 9 S 7' ool City: "'a m: -3A "-CS State: /�� Zip: '11/3 I` Tenant/Lessee Name: '-' Phone#: Email: CONTRACTOR:Company Name: (r 61mg? 4 Ao _5 1h c Phone#: .365- .246 7/0/0 Address:. a 3 O/ , 111! Z 7 st A' 9 /D City:. • Do.' L State: /C!' Zip: 3 /2 2 Qualifier Name: //i a u IF A-47J5 0 i Phone#: State Certification or Registration#:O-r-QS O 0 /9 Certificate of Competency#: DESIGNER:Architect/Engineer:_94C1-a rz ��_s b'ahr'g i Phone#: 34. 2 6 7 /o Address: 8'7 D / SO /4 I �'7• City: State: /71e Zip: -35 /76 Value of Work for this Permit:$ / q q 4 O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New EzRepair/Replace ❑ Demolition Descr tion of Work: a ce v 0 rS cel' 1 � i!514 N C". 'f.l,'(� !: K J•+�t 9 . 8.,.f,; �Gf-y ., '. '. VP4f? 1� 1�q�ihilfY •���'�a Specify colo of co ;thr� '` t +t0!?t!Rin Z fi•..rdJi iPy'i',i.."P:�'•r,,, �` �--n N" r77.11t!{' -{t'j•fit° Submittal Fee$ PermitCCF$ I a- "'' 1 "" d/C�C �r �= Scanning Fee$ (• CDC> Radon Fee$ DBPR$ ` Notary$ Technology Fee$ • oiJ Training/Education Fee$ - CD Double Fee$ ��7/6 Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ f® t (Revised02/24/2014) 't 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 whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT ONT CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this y� da of 20 l�n b 1 da of 20 1 by 2.1 y �G� Y Y ���^- �� �1tL�. ��•ocw ,who is personally known to •k C..ke',k ,who is personally known to me or who has produced_� as me or who has produced as identification and who did tak an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Prin Print Seal: MARMW d'7111411110 Seal: fly Pia " FF 5 �She Of Fiatda . • CommhMw•FF 903405 my Com.EVIMpuq 1�?,201 My Comm.Explm Aug IT.2019 B1MIM11 =1111 Ni W Assn. Pq *�*a�* �I*��**�s�w*�x�**�xa�*r��*� * *x�x��*s�a�sa�s�x+x***�s��x�x�**�*�x�►�x*s��x�s N APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Propert Search Application- Miami-Dade County Page 1 of 1 OFFIGO*E U"*kF THE PROPERTY 'Am PPIRAIS „ Y Summary Report Generated On : 3/17/2016 Property Information Folio: 11-3205-009-0600 W Property Address: 1226 NE 97 ST t Miami Shores,FL 33138-2560 , Owner PETER G SHAW& LYNNE L t 1226 NE 97 ST - Mailing Address MIAMI SHORES, FL 33138-2560 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,026 Sq.Ft Living Area 2,421 Sq.Ft Adjusted Area 2,715 Sq.Ft Taxable Value Information Lot Size 12,262.5 Sq.Ft 2015 2014: 2013 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year ( 2015 2014 2013 Taxable Value $236,534 $234,260 $230,060 Land Value $374,478 $330,601 $223,462 School Board Building Value $188,964 $184,077 $184,077 Exemption Value $25,000 $25,000 $25,000 XF Value $16,618 $16,840 $17,061 Taxable Value $261,534 $259,260 $255,060 Market Value $580,060 $531,518 $424,600 city Assessed Value $286,534 $284,260 $280,060 Exemption Value $50,000 $50,000 $50,000 Taxable Value $236,534 $234,2601 $230,060 _...................................................................................................................................................................... Benefits Information Regional Benefit Type 2015 2014 2013 1 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $236,534 $234,260 $230,060 Cap Reduction $293,526 $247,258 $144,540 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Price OR Book- Qualification Description Homestead Exemption $25,000 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/01/1990 $0 14695- Sales which are disqualified as a result School Board,City,Regional). 2924 of examination of the deed [03/01/1988 1$160,000113629-354 Sales which are qualified Short Legal Description EARLETON SHORES PB 43-80 LOT 18&E1/2 19 BLK 4 LOT SIZE IRREGULAR OR 14695-2924 0890 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/17/2016 r Cl MIAMI• MIAMI RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO C R 11805 SW 26 Sheet,Room 208 HOARD AND CODE ADMINISTRATION DIYISI T(786)315-2390 F(786)315-25" NOTICE OF ACCEPTANCE 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 ether areas where allowed by the Authority Having Jurisdiction(AHD). 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 A14J 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 Produg4Control Section that this product or material fails to meet the requirements of the applicabll bul*g code...• . This product is approved as described herein, and has been designed to comply*1th theFlq Building .' Code,including the High Velocity Hurricane Zone: .. .of •••••• 00000 DESCRIPTION:Series"SGD-770"Aluminum Sliding Glass Door w/90'& corners.;L•.}!'u :•...: APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum.SQDi LM Iiupae '',dusts... 1 through 22 of 22, dated 10/10114,with revision A dated 10/08/15,prepared i��dfacturer_egeed and:*** * sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product CCM M_ ion sMrSwith dte•• Notice of Acceptance number and expiration date by the Miami-Dade County Proguet 4�9 rol�Sec on. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logs*Maty, stale, • 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. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0128.11 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. NOA No.15-1013.15 Exptrotlon Date: February i7,2020 lQa1�� Approval Date: October 29,2015 Page I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L . Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 AhmL SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer,signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Utriform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94.. along with marked up drawings and installation diagram of analulrinum$lids glass... door,prepared by Fenestration Testing Laboratory,Inc.,Test RLDort No.M-75543- .' dated 11/01/13 signed and sealed b Marlin D.Brinson, .,- " " •••••• (Submitted under NOA No. 14-0123.10) .... .. ;••••; 2. Test reports on. 1)Uniform Static Air Pressure Test,Loading'par-FAC,TAS M-94..... 2}Uniform Static Air Pressure Test,Loading "FBC,TAI 202-94....00 .' 3)Water Resistance Test,per FBC,TAS 202: ... ••• •••••• 4)Large Missile Impact Test per FBC,TAS 201 5)Cyclic Wind Pressure Loading per FBC,X8.203-94:••••• . 6)Forced.Entry Test,per FBC 2411.3.2.1,andTAS 202.44;• :" along with marked-up drawings and installation diagram of an a1ummum's1idihg glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: YM 5980-R, FTL-6001 R and-FTI,-6015A which have been revised and reissued on 12/29/09,all signed and seated by Julio Gonzales,P.E. (Submitted under NOA No. 09-082610) 3. 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 M nuel rirq,P.E. Product Centro finer NOA No.15-1013.15 Ex stin Date: February 17,2020 Approval Date: Oetober 29,2015 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONWMD) 3. (CONMUED) along with marked up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:FTL-5980, FTL-5993, FTL-6036, FTL-60019 FTL-60149 FTL-6015, FTI.-6017, FTL-6023, FTL-6024, Fn-6025, FTI-6028, FTL-60311, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer). per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430-08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FIR Edition(2014),dated 01/30/15,prepared by manufacturer,sigped�and seatedbf 0000 Anthony Lynn Miller,P.E. •• • 0000.. '00'00 0000:. (Submitted under previous NOA No.14-012&11) ,••; • 2. Glazing complies with ASTM E1300-04 .. ;•••• . .. 00.00 D. QUALITY ASSURANCE •••••' •••• 00000 1. Miami-Dade Department of Regulatory and Economic Resous.�RER).'•: •••0•• 0 • . . . .0000. E. MATERIAL CERTIFICATIONS00••••• 000.: 1. Notice of Acceptance No. 14-0916.10 issued to Kuramy Amedca;Inc.f8r jhnir "ButaciteS 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 "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-S& Edition (2014), dated October 8,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-012&11,issued to PGT IndustriPS,Inc.for their Series "SGD-770"Aluminum Sliding Glass Doors w/9Q'° 135'comers-L .approved on 02/12/15 and expiring on 02/17/20. Manuel P P.E. Product Control miner NOA No.i 013.15 Exphv&n Date: February 17,2020 Approval Date: October 29,2015 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLEA. Fmm MlaEdp min GmW INCLUDING POCKETS&900/1350 CORNERS Ani s MentmImmoomr --m GENERAL NOTES 1 tw"ftousm= us• 1- 1 GLAZING TYPE OPTIONS:SEE TABLE B THIS SHEET&GLAZING DETAILS ON SHEETS 4&8. GMtftd MW PSM VA Mb 2•Vr AS tw Eke 00 omm%eft&u r DESIGN PRESSURES: NEGATIVE DESIGN BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ira iffa 1 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P 3)ANCHORAGE:THE 33-11395 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS v4•ENoe 1 PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1 t- WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUI EMENT$OF THE CURRENT FLORIDA M12 188•r410 T 8WAOM PW 1 BUILDING CODE FOR ANCHORAGE RETAILS SIB:SHEETS 8-14. 8.8•MA 4)SHUTTERS lffi NOT REQUIRED PER FBG REQUIREMENTS,AS APPLICABLE. ®3 i •11 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL COMMTO BE BMW WITH Cmc 0. I NARROW JOINT SEALANT. tw IWO 188 8.82 cwwwom .6mib 8) E N :ELOO ULTRAC ON,CiRETEFLEXAND AGGREGATOR NOA'S,ANSYAF&PA NDS FOR A mh WO CONSTRUCTION AND ADM.ALUMNA DESIGN MANUAL P. 1 7)THIS DICT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CANT FLORA BUILDING CORE,INCLUDING THE HIGH VELOCITY FWD ZONE(HVH � 8)DOOR SIZES MUST RE VERIFIED FOR COM PLMNCE WITH EGRESS REQUIREMENTS PER CURRENT 4 �118meed�iln) A38• FLORIDA BUILDING CODE,A8 APPLICABLE TEST REPORTS:FlL•8980,FTL4M,FTf.•8001,FTL-M4.FTL-41018,FTL-W 17,FR-S=FTL4=, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.META.SUBSTRATE TO MEET MIN. FTL-=4,FTL-M FTL-W28,FfL-8031,F[L4033.FTI.-M AND F L 7664 STRENGTH AND TFICIMSS REQUIREMENTS PER CURRENT FLORIDA 13ULDW CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-FIOOK INSTALLATION REQUIRES 2.E3"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR Wpm A L SPECCF'�P HOOK REOUIREMENTS. 1)FOR CONO WMICaM1U SUBSTRATE APPLICATIONS IN WW"DE COUNTY,USE ONLY M W&DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A SHEET FOR EN DISTANCE AND SUBSTRATE REQUIREMENTS. 8-1 IM-YHM I 4W THICK A DRAWING MAP ,1 WOOD BUCI(8 ARE OPTIONAL IF UNIT� -� INSTALLED DIRECTLY SOLID CONCRETE WOOD SUCKS DEPICTED AS 2X ARE 1-U2°THICK OR t1REATER 1X AND 2X BUCKS 3 WEN USED}SMALL DESIGNEDTO PROPERLY TRANSFRESPONSlM :THE ER LDOADS TO THE STRUCTURE BL&CC TRSIGN AND INSTALLATION tg TFC GENERAL NOTES.—...._1 PER CORE AND 10& THEM EXAMPLE C ONFIGS.».»..»2.9 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETALLS....«..«.4,8 5)W SU IS TIGHT TO El83TRATE.GROUT OR OTHER MATERIA.IS NOT REQUIRED.IF USED,NON-SHRINK NONI-METALLIC GROUT. SU MAX.114°THICK&3400 PSI MIN.,(DOPE BY OTHIM)MST FULLY SUPPORT THE ENTIRE LENGTH OF THE BILL THAT 1S PLOT TIGHT PRESSURES_84 '"8 S TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE 18 WOOD,300 FELT PAPER OR MASTIC LR INSTAL DNS.... ............12-14 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVE?BY TFE AUTHORITY HAVING JURISDICTION. ELEVATION«.»..»..»».»...19.18 PANEL/SI LTYPES...».».17 TABLE B.SEE DETAILS ON SHEETS 4&6 CROSS SECTIONS.«..»».»18119 Mme PARTS LIST.--....._.20 as(Lqm ow nbftto how" EXTRUSION. .21,22 L L of8K8'FBGaee•SM PYB �q "aim 161'FIB t8ees A18't LJteeof3116 1B1A OLMVr86 DMONP RATBt WACTRAIM G4A rL L utueturN®91uo•M!AB8'80 SEmTA8=l,2&3CN RROPMLA GE&SI�A L 8" 06 LCL;StT f +318'AN #WIWL LANdVWHSGWW MOAO•We .B amwm8,7&8 A YIPACTREBSTMm WArLLQ iM'T +6f16'Ak +7N8" L2eeo13118•RGCee • • • •• C8 rtaadaNedLQ:3HB TBxteAr +3S At +7/18'Le$ LMe8� 8'118C8eaerSh-0AY80 t NALti:tM THtt�bf +VW AN +MW UW9 of/1B'FG CBeee a • ° e ``. V LYNN 7?W LMa o1S ANN8beMMl A86.8Ci •• � F A 8'tat tJ<esolip"ANNCsB�0s8 8G T ;��: VCF .•A r l end 60 3M8'TL; +38'Ak •71�' LBes�eN9 JM01ele�vMt.08�� TWa.090"BUT 8Y KURARiAY AMERICA,INC. =it No.SM ®BA rLmWW LCL,IWTL +IMIrA!t +7F 'U t gfVWANN .x'80 "w-.0w SENTRYGLAnYKURARAYAMWWA,INC. _ ••• • .-p: • •• (a d : so ut�mp Sim�te a ®mommrrffrlan5Rlwle�ao7t • • . yAIDTESAW A %�ta,�•, srA OP SloinEL' • • .7pFNCai+/U/� �ieG�S'•.;�tOR19p%'G Vow pax =moo umv ftoon" ASa 0010AoxoPaeNa Chi P"M 5870 1+8 • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 090 0 • •r «• Kill .1011 Upis r ...it • .•. ! .t n •._ t:Ci(:•l [E7 Zk7 Lc;'•1 i f?E'1 Lt''1 i •Ll 1 i LI."lE� �j�) 1 all{C7 �k7 ani-r �� [jl'Ej�r .c [lr�C7 i❑c+ � [(J � �L7 FLr Illj I � � '•«� �- i I ...s... � to 'b / !:S]i:S�(vT1 �•..: a - u / 1`3 L':�l <«� - :o �-r•�•-- Iq:c j�ZfK7( �L7iG► i;-(;'� fG� I: �E� lL� �i �:�=.'�� ��� YV FIr �'� � � iIr �i LI�7 f[:T �i a,L►FL7 I f li i I j �Ka aNr aea fPl �Yi aKla EK7�f�a:7 tiro«r �r�ax��racrr�r�a�r � � ♦. aE��ak7 � �► � lel i- lT1 ii �`�� �� j �LraFf I• t � ��j F^ 1:7b7FG�1: 1 - - aY�air ae�akr ar.��c�� • �E•�at�7 1 r. -1:1 it !�C� 1 • .•� _ � iE'�FE7fE�FK7FY�iKI C'3 IRI IRl I� IR\ si !Rl iR► � �.l!{ iP��[kl i['7 � [Y7 � F[9 i� F1'7 F17 � � FL�iC► :-r .� h•-a! - hr- -c ,- ,•: - � c• ,.: •� iF�ikl � Ft-1 iL-7 � FF7 i� F1:1 ( iE) ; FL7ibr .. - o •: : ,c - r . � � FF�FkJ � �'� F[7 SL7 FI�7 � F1�7 it •- ,•,_ �■ •- :1 i II i it FY�i6livaFB7Fk�iK7 �. i -�_ � iP�FK7FFaFk7FE��Nl �7ik► i FJ � FP7 ( FfJ �I Fi7 �� Fi17 �� FE:7 �• � FD�FCi • • r - ••• .a c 1 �,^�..'•] ITS i; 1La !La ) IL>, I. I� ILa �i �T'L� _ ip c - r•:•:• c iiti>Fk7 FL7 ! (IJ � iL�7 FI7 �I i17 i� iL7 � � FLfFL� ' 1'11'•] L'1 I /'1 L'V �I L'.i �! L,'l I Lbi !� ! ') 11 FrfcWIN?-r—% Y?Fr) -7-77.71 iiw iF�iK) � Ff► (� i1J ! FLI FL7 i[`7 i! i[�� � i1'7 ; FG�riLf �.�;.:a !c1 �� I�1 !! 14a '! rC1 II :� � I� ic: it I. ,;t��to � �j"i y �►,'.. FY�FF7 FU i� Fll 'I ii1 11. F(•l I' FT'/ L iiil �, iV �i I FEfK/ FII([7/C}�A: '�:� Fr>FB'• FI7 i(9 ! �� I FV � Fi-7 E! [IJ i' FI'7 I ! a1�41iMl�f�� iE�FK7iLiFf;)FE�F><) o.� iii wiini fia GLAZING DETAILS(G3,G3A, G4,W,GS&GSA) YHw NOM Mir fes. 1-NOVA. ane'HS GLASS--\ 3n8"F�GLA88 311riaGLAW 090'�B � 3119'HS 311W HS GLASS 7a 3118'HHS GLASS 74 WAR SPACE Y4 ane'T GLAS8 82 82RmFm — 83 ata`NOM. mmm 314`NOMI. 314-IOM. G E GLAE GLASS BITE WEBITE 88 A so SO 79 04 8! u 7/180 LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE GS omr NOM. 9n8-NOM I*NOK tRGLASS- lW HS GLASS 1W kR GLASS ane` .Owl Avm ane'tisGLASS- 114-HS GLASS 74 114,ka GLASS----, Ya 6/te°AR SPAt 74 114-T GLASS 82 8 a9 3/a-NOM. 314-NOM.• 314-NOMI. OM GLtAT8C8 GppL,,A�,,rS��S Sg G1{Awr .�� SITE W�G I311 G 81 81 79 84 54 so Qfd 911W LAMINATED GLASS,TYPE G3A 8/16°LAMINATED GLASS TYPE 04A 1-LAMINATED I.G.GLASS,TYPE GSR LYNN 4.ft• i •• ' ( ,i -�+@ NNEALED • • • • • • • • • �Y°r -� "H8-m HEAT STRENGTHENED •• ••• •• • • • •• k; No.5WI05 T-TEM PEM -PVB'-.ow BUTACPTE PoftY KURARAY AMBWA,NQ Q SEMI WGLAS'BY KURARAY AMWrA,INC. • •••mww am • •• %"O e o�j :trf: a•ome • %� STAI ;V W 1(18118!8 A BP/aVAVW 1@707Bf9lIGl00Y�tlYB • • VCIAILaS i0'�C'•.,!�tOR1ID$' •• • ' L� ALLW.SOD-LM IMPACT art 1vttA�ear atnt sae 880 f70 NTS 4 ?2 PGM130 A i4��.EA P 8 • • i i i •i• i i • • • • • • • • • • GLAZING DETAILS(G6,G6A, G7,G7A,G8&G8A} 1"NOM. 7118"NOM 1"NOM. 3118"Lis GLASS 3H6"ANN GLASS--\ 9118"AM t3LAS8 3118"HS GLASS amw AM 0 918°AIR SPACEf�, 74 3M8 AM GLASS 74 318"AR SPAM 74 3118"T OLAS8 3H8"T GLASS so — 8a 83 . 3WNOM. GLASS se GLASS GLASS BIIG \ SITE 56 SITE 78 t w 44 79 as 1"LAMINATED I.G.GLASS,TYPE GO 7116°LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE GO 1"NML 8116'NOM 1"NOM. 3fl(r HS MASS- ANNGLASS- 1I4"A•GLASS 3118" Arm- 3N8°FIS •V° 3H Cr ANN GLASS- OMWAIRSPAM- 74 114°ANN GLASS 74 8118°AIR SPACE 74 UM T GLASS 114°T GLASS 89 82 83 314"NOM. 3WNM 3 NM GLASS GLASS WEI5 GLASS BITE mm JRM 81 79 78 54 as m �tlk 1"LAMINATED I.G.GLASS,TYPE G6A I/18"I•MIMURLLAA8SVC�PE GA 1-4AMINATED I.G.GLASS,TYPE GOA • • • • • • • • 000 •• GM °ANN°• WALED • • • • • • • • • '�:' £fd8 'HB'•F9�AT 8TTH8NED •• ••• •• • • • •• yY 'T".TEA64M =9Y i N0.58705 "PVB°..090°BUTACITE KL RARAY AMERICA,9C. ; °80"■.080"SOMOLASBY KURARAY AMERICA,INC. • 000 • ••• • • ��'` (C►2 �j e j` • „n su Of ao +airs a arr�wr�7ac7re •• • •.• • . L$L/IZ/NC3 LTA/LS %° +''•.!`xoa�oP. '��`:: • 0 MIN • SMES?MALUM Scan-l•MWACT ',,,, , ,,,, .�+• aL»rll�elu a PA yl4 c�rGPatre�aais B@a7la NT'S 8 d?,4 PGM30 A PEA8�Q6 • • • • • • • • • • • • •• •• • • • •• •• •• • • • 000 0 0 TABLE 1: TABLE 1A: Deem Pre$aure(DP)and Andwr QWANm RequhA(for eg appmved 8111 Helghtto Mm(+)DP con6guratbeTs on Streets 2&9) N1mdmm DP tar ag ekes:+m i.g0 h>f8relan ) Fbroemersebew wohmp an 80°of 135°aentar tells,seo et"11 f be BrMEed by Table 1A) Door UP I Hdw 0744 Oral sae (+Pr�eum PM T to( Shot 1 Types 3,3A.4 til.7.7A,8 ) &8A Ed the 581 Asttapel types shown betew. 1 2 1 2 [1,04 Meclurn-8. C +8a0 + t -4` +8pt0 24" T1Yr0 Jandf 8 8 8 8 8 S SEE NOTES 13 P 8+7 8+ e+ 86 7+8 7+8 7 7 +8 +8C4+1 1 1 04+1 1tsi+1 fIAO 8 8 8 8 888+7 8+ 8+7 7+8 +e 7+8 7+8 2r Hew= 1 1 1 1 1 G4+1 f C4+ 04+1 Gf+1w 8 8e+ 867 7 7+8 +8 7 +8 OH LENGTH Q4+ 1 046 1 1 1 1 C461 04+1 42` t2w.O 8 8 8gb 8+ 7 +$ +8 +8OH RATIO a 1 41' HeMill 2 2 C4+ C4+ 04+2�O 8 8 87 8+ 1 7 7 7 +8 7 +8 +8 FOR EXAMPLE ON USING T $HEEf 7. OH RATIO=OH LENGTH 11)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-IW SILL. 2)WHEN USING THF 2-12"581,POSITIVE WATER DP IS 48.87 PSF MAX WHEN USINGTHE S-IW SpJ.,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USINQ THE 4`SIU,POSITIVE WATER OP IS 80.0 PSF MAX(NEGATIVE PRESSURES ISD}SEE DLO WITH= TABLE 1a NOM.PANEL WIDTH-7' 3)4",3-14°AND 2-11r SIU.HEIGHTS ARE TESTED FOR WATER TP lLTRATION W HEIW 8 THE 141r SILL IS NOT AND MIST ONLY BE USED WHERE WATER RESISTANCE I8 NOT REQUIRED.MAX.POSITIVE DESIGN PRE88URE8 SHOWN IN TABLE 1 MAY DLO HEKiHT BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYNG WITH THE CURRlM FLORIDA BINLDINO CODE(SEE DOOR UNIT HEll-10.128` ADJACENT DIAGRAM};THIS;CONDITION IS NOT RATED FOR WATER INFLTRATICK 4)SEE SHEETS 1044 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT TION. PANEL HE04T 8)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRIl:D. DOOR UNIT HEIGHT-IAr 8)JAMB ANCtKM ARE SPECMD AS THE TOTAL QUANTITY,DIVE BY 2 FOR PAM TO BE INSTALLED. �bdt P-hook QJerNf 90'A1 135'Asaragal Ame� Stre�rtAs el ANSTOW 135° a ,ttyta;vebRb St d es StwderdStle Sta�d$*e StetderdStRe StendatdStle HeevyddySM H�ad"stle HeavV d Stls HeavydutySRe Insicle Started AW80 Corteouw(le !N - - F. toner corw pan no Part 1 ) Part"l p") Pati 850{x21 Part m Partl60 } Purim Part 4118(comer Part (�fliflPates p31&832 Partl5l No,58705 Recehrer) (can.&rant Motad) � sb A RllAle9F87ldtt tr • • • WANDS %r' S•,! ORItiQ•��`~�` • i taesoRs • • * um rloALLAW.SOD-LUWACT rrrrrS1Ql�A1 � ��`� a rwa4'tt�.t.�e.P.e. RIr1mN car.alAxIm sse ne MM 8 *22 fwDTGt� A n.�asroa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 S .xL�7c',L:�ik;lii[lrl. - ■u��E�����a�r�oE��oE_���ra�����o©�o�AE�o�u���r� -<■[:s�[:�[:�c�[.�[ �[:��[.�r�[.��[..��i�r �[:tz�c �[::�[ �c:�u[ �uc..�c::�[���c�r:�c�[szar �BE�v��roosa�oo�����o�c��iw�a�©�r�oa�mom r�3■c�r�mm��Em����r��r�r�r:���o���a���cm[�[�[�c�[�mm �:.::■���[�r-arc:.�mr�c�c:�[:��c:��e���c�rr�cmc�rm�c��[�r�r�r•�c�r:�r.�t� �CIDC�1G"ID�GIDGIDL��IL��J[�ilC�l[:�7G�1L'B1C�il[�C✓.�1G�1�C31C�lC�IC 31C.�]GsifICIDC�1L�1[�.�IC�I[':Il[�S1L'�] ��!-'��OO�QD�vvv�Oa��7LiOtI]47i:liu7f�f:�]�.1�7�1t:7ilatIlE1i3�7i17 ©8■•"s;7�[QIC�I[.^�1GII][�R1G.'�1GIDG'..IIL�C'.ilC:i5J�9' L11[•_�1C:II1L�1G:9L�L�,a' C31C�IIIC�]C^�'�[�G.'ZI�G'.iil[:�IC�l)C:'� 1�`7aVt7a=1�:7��lV�i��7�7�������t+7�Ti.7�7��7�m�7R.7�:7ECltI7 ©�■" �'7C�lm[�[�1�[�1L�3C:�C�7�3C�3L:�3LIDmC.�3C�3mCZ�G�3CIDC;YdGIIY3L�C�3C�3C�C.�]C�3C�3[�][�]C�l ��pvO��ld�7��A0t�0��7O�I7�©fi7�t.7�u.7�7m��t7�II7ILli�7� C..- :7G�lC:F3(�L:�3L'�C�3C.�3�:'P3C.3k3C�L�3G�3Cik3['i�3[.�3C:ZY3 � 7L'�:1C:;r3C�3C::dC:�dC•'.�3C�3C�L:r.3C•.�3C.�3C:�3C�:3L•:�3...�C.Y3 :, :., : <r::,< ��Ovpvvv�vvvVt70vi7i7 w a � r iq 1 • • c- ro �•� .,a « ..�. fir. �. •r .•._ ST�'S(�..��:1� ., } l L 3: TABLE 3A: Deslon Pressure(DP)and Anchor Quantli6 Required,(forall approved ooutgurnom on$heft 2&3) MaXimmim DP shown below SM Haight to Mau.(+)DP For earmaatm"wmhmp as W ar 138°earwr wft.an dee 11 paay be ftftd by TO 3A) Wator M00 ROW- DooruNt E-14' h) Tabta qqW to GI mm Tna 4. P(-)D--,pat 8.011.7,7A.8&8A WW 9re 860 t A41100 VPam mhM betolrc. an nam 3 Z=3 4 I 2 3 4 1 2 3 4 1 3 < + to CM1 04+1 OM1 03+1 03+1 OOM CM1 CM1 OM1 C4+1 04+9 CMI 1 04+1 00+1 04r1 Cot 1 1 104+1 CMI C4+1 + 040 Jamb B a 8 8 8 8 8 8 8 8 8 8 8 8 1 10 10 10 + WA P 8+7 6+7 7 8+7 7+8 7+8 7+8 7+8 7+8 78+8 7+8 t8 7+8 7+8 7+8 7+8 8+8 838 8+9 T�1 S Dodo plemnso tt.eas o 23• CMI 104+1 106+1104+11 C4+1 CMI QM1 1 C4+1 C4+1 1 104+1 CM1 OM1 1 1 OM1 OM1 1 cm DLO JmIBf 8 8 8 8 8 8 8 0 8 8 8 8 8 0 10 10 Is 10 10 10 10 8+7 Bt7 8+ 7 7+8 7+a 7 t8 7+8 t8 7 6 7+8 +9 6"16+918+91849 839 9+916+9 6+0 a Patau 0 + 0 26• 1 1 x 1 04+2 CM2 C4+ C40 C8t2 CM1 C8+2 CBt 00+1 QM 108+1 CMI Cor I 010 8 8 0 a 8 8 10 /0 10 10 10 P40* a+T 8+7 at 7 7+8 7+8 +8 7+8 7+9 7+8 t8 +8 8+8 at8 M8 6+8 8+9 41-WJ ON +t' OH LENGTH I.-- �, OM2 OM2 04+206+2104+210B+2 oB+x 2 CB3 2 0H+2 aFM2 CB+ DLO Job 8 8 8 8 8 8 10 8 a 1 0 1 10 8+7 to +8 7 Toa 7+8 7+8 Bt8 e+9 OH RATIO t 1 p Sm AW OA�, 41' t 2 2 2 2%+2 C8t2 2 08+2 206+2 a 08+2 C8t2 CBt2 2OLO 8 8 8 8 10 8 B 10 10 UI 1 7+87B 8Sr8 8+8 8+ 8+9 1 9+10 1 9+10 8+ 8►m 19+1018+10 ON USING TABLE.SEE SHEET 7. A 0 PSF 4 4 1 FOR GLASS TYPE7 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE C SIDLO WB)TH L OH RATIO a OH HEIGHT 2)WHEN USING THE 2-Ur SILL,POSITIVE WATER OP 63 48.87 PSF MAX WHEN USING THE 3.114•SILL,POSITIVE WATER NOAH.PANEL WIDTH-7• OP 18 6D.0 PSF MAX.WHEN USING THE 4 BILL,POSITIVE WATER OP IS 90.0 PSP MAX(NEGATIVE PRESSURES 3 0 AND 22-E14e BILL HEIGHTS ARE TESTED FOR WATER WLTRAT ION WHEREAS THE 1-1/Y SILL 15 NOT AND DTAKE 3A. OR UNIT m MUST ONLY BE USED WHERE WATER RES�TANCE 19 NOT REQUIRED MAX POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.121i• TABLE 3 MAYBE USED WHEN THE DOOR 16 PROTECTED BY AN OVERHANG COMPLY04G WITH THE CURRENT FLORIDA PANEL HEIGHT BUILDING CODE(SEE ADJACENT DIAGRAM*THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-IAr 4)SEE SHEETS 1044 FOR ANCHORAGE SPACING.EDGE DISTANCE AND EMBEDMENT INF(RMATION. 8)DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRE. 0)MA ANCHORS ARE SPECIM AS THE TOTAL QUANTITY.DIVIDE BY 2 FOR PAM TO BE INSTALLED. THEFOLLOWING STILE&ASTRAGAL TYPESSHKALL BE USD FOR TABLE 3 SEE$HEM 21&22 FOR PART DI AND 18&19 FOR MBLY DET trK ft& Pow* Wd mdW 0 J.* S�tA �AtuaBmt � 20 Ur Agnmal �•p�� Red& d vSYOr HftWthayW m HWvy4atlrS00 Ftear:g"Stft St0• HaevyduWWO HeaML Heayr•duty5ie I OteaWdlrtySft HWvydmtySt08 H +Ma OutmWeC Dow arff- outdde . . " . cw.,.. WL � • • i J-1sm• 0A a Cir • • • • • Pert9a1(Stle) • • Part 051(StIm Part 9119(Du1.) part 861(Stne) Na.58705 �`t parta8l(x2) Part 881 Pat 881 PartpBa(An Parti Part8318{Gsraer P�tt#120(In.) (Cbm pwunl&432 Part1 • a. a %�Qi �• a ISs am ar ac 1640M A 4x49d1 B37 a rf •• • ••• • DPAWANCHORAGERoam aw law • •SirSERM MALLN.SW-LMp4E'" tilt$,IVF�4 1�60D A LYI�SPJL Cir f A1Mt19P Sla}7I0 lm 119 •.?8 PCimim A P.E.0Wm JR • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO FRAME 7+8°RHOOK ANCHORAGE CONSISTS OF: SEE.W CLUSTER SEE ...RE JAMS ® (7)RHOOK ANCH�, SEE'C5"CLUSTER MAX.UNITWIDTH AILS.SHEET 10 DETAILS.SHEET 10 FOR SEE'CB'CLUSTER DETAILS, NOTE EXTERIOR (PERPENDICULARTOGLASS INTERLOCK REQUIRES SHL=ET10FORINTERLOCK FORA8TRAtiAL POTHSCKETS PLANE)SEE TABLE 2.SHEET7 AND w t�ivhA a��M MAX O.C. DETAIL&SHEET 11 x SHEET •' •. SEE POCKET (g)p.HOpK �..______ _ x x PANELWI)TFH x x x x 8"MAX JAMB MOUNTING i x x x x x INSTALLATION, ADAPTS 8•MAX x x x x x x x x x x 1 THS SHEET ANCHORS ABDWAY � r MAX. •' &SHEET 14 BETWEEN P-HOOK i °! 4 PARS OF ' :• ANCHORS&AT 3' Ix x m FRAME x ANCHORS FROM TOP& i ® A 88' r•MAX (TOTAL S BOTTOM g 14• I �� UNIT ) usv's t Emwyoopmm O'S DGE OF POCKET g i ® 14•MAX O.0 =p{{p HEIGHT O.G _SEE JAMB INSTALLATION i 1 ® Iii ANCHORS x JAMB SAIL DETAilB-M&1Cc', 1 E 1OF-10=RHOOK BELOW) END PANEL SHEET 14&PART y ®� MOUNTING; ANCHORAGE DETAI S:P&TC, I I L r MAX. ADAPTER x 240 MAX (2 ANCHORS) SHEET 19 FOR =$ ANCHORS C.C. P"HOOK L 8•MAX. "+r caENrERLuE ( 81ETCHBEtavn x x . �yx2x,x . ' END PANELAPLFd� x xANCHORAGE x • r MAXANCHORAGE(SEE AMMIAlE x` x' yrOWCH BELOW)—:-.; ANCHORAGE rMGEANCHORAGE ANCHORAGE KmORl as OF PANEL 1 2.04° 24°MAX EXAM •8 P -EXT.MOUNT POCKET ANCHORAGE O.C. 80"x88°NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 AS NEQEDEHORS MAY BE ADDED 2) NTHE r CHLOR LOCATION SPA 93M HEAD ORSILL WASPLICE M FOR AN-01 ;QUANTITIES SPECIFIED IN TABLES 1"3.SHEETS 6.8: ED Tt ALK3 �. CENTERLO&OF HSAD&SW:r MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• OCCURBATTHEP40M NOM. INfERLOC K APPROPRIATE TABLES,SHEET$04 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE°CS"CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QLCANTLTY OF ADDITIONAL.INTERMEDIATE O,O, STH ATLs,SHEET 10 ANCHORSPERPANEL.ADDITIONAL.ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANOHORg ATTHE MI)POINT OF END PANELS ARE ONLY -'t""-'0."F THE O.C.DISTANCE TO THE NEXT MCHOR lu 684" '+r APICIiORAGE REQUIRED OVER 24°,OTHERWISE APK�IM 3.W 6°MAX RIND A8 PER THE FIGURE AT RIGHT C JHT IE JAMBS& r MAX.FROM BOTTOM.21-MAX ANCHOR PAIR O.C.(JAMBS),14°MAX.ANCHOR OFPAAEt 2 O.C. (P"HOOIQ UTILIZING A 400 QUANT'LTIES FROM APPROPRIATE TABLES.SHEETS&8.SEE 00 P4iOOK ANCHOR DETAILS ON SHEET 14. a Dred r •i»rdo REQUIRES z-.-+r ANCHORAGE SEE°fXi°CLUSTER CENTERLINE EPI)PANEL c "C8-CL=MT CENTERLM DETAILS,SHEET 10-\ DETAILS,SHEET 11 INTEM� FOR ASTRAGAL A8WG4i. (2 ANCHORS) 8' t 4051° 1 •• ••• 3A 1 MAX er • -` • aO�Y LYATN d ��Il CENTERMCE(MlIS SIE No.58M ElCfERIOR �+--CE °+rANCOHORIbt � CMTMM -+r A NCHORAGE �OF PANEL 6 SEE SHEET H FOR OTHER ANOHlORB •• • • ~ b (� 2L%Is • • � ?p ' sT so r MOM A Bala 7xls 1 • • : ••• • jeftow r • • Ag�ORAW SPACK &PLN .�,0ccNoAIERES 7704LLN.SOD-LM 1WACT s mmw107 55 maim o� aA.LYWi".� PE ING11 0W.CFAUM M N 8 -22 P PES • • • • • • • • • • • •• •• • • • •• •• I I{ 1 t y w��w ff 11 J i�WA� .. I r i7'1 r ti ❑` �'! h a' 1llllillll� I 11 "i ••r �1}.'.1 �` •'M rr 1 •:•: .h 1 -1a 71�1 III ►i� yJla,:{•�, i-1Ll'/ �.Jt?.ter 3.1ifi3.h- � ' 'c ?519:..LI � ! .. • 't '� •..h ;,;;. �I:j:! � 1 ' .a�u..: I '11._ � •r •I .`•iT iJ 11W111 _ t�'��. « h x Iq-t : h �` li.,:� �i.:.!�_.. ,is v •, .r ...-.r •r :.-.: • n-i,IJ •`._ - "i:11 r. .••,: 'l -� .: � 1 r: �tiyg- '•• ;q •c . r- •. . .f r'. •:. :,r.. f- fir,:i _� -1-. �f,- _ h.. of ..' • ..• .• r, rr -ww wwww w` w►r}�' `�'�� �� �;.;�;�,•� ���•-�e+�r�r�,......-, ►:aww�w:'»�w _��w��•�ww� I�eauuurr�.A HIM 'rq •:i 111?i__$... '11i..A:r� •;: ial1P.:L!i«a r• t>• :Il��.�r i r„ 1 r . ,.. ;ill L � IIK 11 r �.� .ill s / rtl i!v ��' / . � • - . '�.�� •.� 1i.i�i"- �.!N". •' i.:-1 �..L�; �r -- _ �_.� lig ."ice;;` aL.;�!IC:�i r� .a SII�:L !_WAMW' �i1La:i1!i: 1 1 LLL• 1 -t� s� ��zr�I � ���n L:II•�� ��� I.1� 1 .rte 3413.,:!:: cLiL; ., • `i(P 1 1 rr...�.. 1 e, i'' Ww f Emiiii i �z� INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 MN.OF 3 THREADS BEYOND EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 2-1116°• +--+- 2-1118'" 2-1118°• NOTE 14 114' 1A4 1.ALL DIMENSIONS MAX MAX rT MAX. SHOWN ARE BASED SHIM $HHN SM ON MIN.ALLOWED. 2,METAL OR WOOD EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A. USED FOR ALL FRAME SHEET 1WODa WOOD ANCHOR TYP„ 21. X WOOD WOOD ANCHOR TYP.. METAL•TM SMS ANCHOR TYP.. S TYPES PER TABL E A, TYP.,8EEANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NO7ES SEE ANCHOR SEE ANCHOR RTES NOTE 3, ETI &TABLE A,SHEET 1 NOTE 3.SHEET 1 &TABLE A.SHEET 1 NOTE 4.SHEET 1 &TABLE A.SHEET 1 •DIAGONAL O.C.i8 fihWMHEAD ® ®4F E H �4-(HEAD&BILL)AL INSTALLATION OR 6'( )SEE WOOD ANCHOR TYP.. 2X WOOD WOOD ANCHOR TYP, 2X WOOD SMS ANCHOR TYP., METAL TYP, DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP,SEE ANCHOR SEE ANCHOR NOTES TYP..SEE AWAM SEE ANCHOR NOTES SEE ANCHOR &TABLE A.SHEET 1 NOTE 3.SHUT 1 SEE &TABLE A.SHEET i NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4.SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIM.OF 3 THREADS BEYOND NOTE SHEET NOTE 6. NOTE 5. THE METAL SUBSTRATE 1w MAX) 1 SHEET 1 1 am 1 Ow MAx) -[ (114 MAX) EMBEDMENT:SEE 2-1118-' 21118'• mr 1116-' TABLE A.SWEET 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 SEE TABLE A.SHEET 1 EMSEDAIENT:SEE TABLE A SKEET 1 EMBEDMENT'SEE TABLE A.SHEET 1 ® la 3-TRACK ILL BHA. 4-TRACK FRAME SU 1AIt)00 H��TALLATK3N WOOD MOAnoO V AL mTALiATK2V EMBEDMENT:BEE 1 TABLE A.SHEET 1 -a EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A. TABLE A.SHEEf SHEET1 EDGE DISTANCE: METALTYP, EMBEDMENT:SEE ETABLEA,TABLEA,SHEET 1 SHEET1SEEANCHOR EDGE DISTANCE: NOTE 4,SHEET 1 SEETABLEA. 2XWOOD TYP.,SEE ANCHOR TYP..SEE ANCHOR . aNOTE 3,SHEET 1 SHEET1NOTE3,SHEET1 8MB ANtIOR TYP, 2-1118"SEE ANCHOR NOTES WOODANCHORTYP., 2-1118° 8"" &TABLE A SHEET 1MH1CSEE ANCHOR NOTESWOODANCHORi Yp, •iii • ii ••• THS&TABLE A.SHEET f 8EE ANCHOR NOTES&TABLE A.SHEET 1 •i ••i i i • • BEYTtIS LYNAt METAL SUBSl RATE114 MAX 8HBA H+- 114'MAX.SH114'MAX BkIHdFRAMEJAMS 4•.- _` ac' Nn.58705 Yt l idih�D HVSTALLATiON ���R' ME. : •• • • 4- Cq�� IAMS el' D (s • • • •• STA L"OF Az Xftw am w 191A18 A CMUMfi 7W 1�9 �� • • DETA+LS �'�(�' FCORfOp.•%,e\��� p"080 m, -- • • S r dALLW.SW-LMWALT ��`'il,�,f�td�1L ti�•'`�� T8 A wLPM PEEAG E! 10!lQH4 AW..QFAVMAM 8tm710 M1.8 a 12 PO7D190 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS -EMBEDMENT.-SEE TAME A.SHEET I -E&ABEDWENT!SEE TABLE A.SHEET I NOTES; EDGE DISTANCE EDGE DISTANCE 1.AL.L.DMENSIONS COw-RE-TE EM DISTANM-SEE SEE TAME A,SHEET I SHOWN AM SAM TABLE A.SHEET I ODNCRETE SEE TAKE A.SHEET I CONCRETE PERTABIX 2-1 PERTABLE 2-111W PERTABLE- 2-InW* ON MIN.AMOWED. A,SHEET I A.SHEET 1 &SMIEE ET 1 lf DIAGONAL O.C.16 2:E TA D 4TANC r E* LEA SHEET 2_1A MAX. MIN (HEAD&SLL) SM ORV(JAMS)SEE 1/4' DETAILS,SHEETS E%MEDNMM. lw mmm raj 0&11. SEE TAKE A. MAX �3 MAX <3 SHEET I SLIM SHIM PROPERLY SECURED IX CONCRETE ANCHOR 'SREPURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR TYP„ BUCK WOW DUCK TYP.SMEME SEE ANCHOR NOTES& WOOD SUCK TYP SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET I TABLE ASHEET1 ANCHOR NOTE 3,SHEET I TABLEHEADSHA,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET i ffWAR HEAD lsa� fa W CONCRETE INSTAJ CONMEM INSTAM�T-[ON CONCRETE INUTALLATKIN 0ONCRETEANCHOR TYP, PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED iX CONCRETE ANCHOR TYP.. PROPERLY SECURED 1X SEE ANCHOR NOTES& WOW BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&-7 WOW SUCK TYP.,SEE TABLE A.SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A.SHEET I ANCHOR NOTE 3,SHEET I SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 8. NOTE 6.SHEET I 1(I w MAX.) (lW MAX) fir <3 .2-1118'* 2-InT fr* PERTAME EDGE 0199, 4�3 CONCRETE ANCE: ICONCRETE -CONCRETE - EDGE DISTANCE A.SHEET i SEE TABLE A.SHEET 1 PERTABLE SEE TABLE A.SHEET I PERTABLE SEE TABLE A,SHEET I EMBEDMENT;SEE TABLE A.SHEET I ASHEET I EMBEDMENT:SEE TABLE A,SHEET I - A,SHEET I EhMEDNIENr SEE TABLE A.SHEET I - MBILL S" 4-TRACK FRAME SI L T CMMMONFUMAALLAMN WCqNCRg TMINET EMSEDMENT.'SEE TABLE A.SHEET I EDGEDWANCE. EMBEDMENT.SEE SEETAMEA, TABLE A.SHEET i SHEETI EWE DISTANCE: PROPERLY SECURED Typ. BMEDMENT.SEE SEE TABLE A, 1X WOOD BUCK TABLE A.SHEET I SHEET SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DWFANCE. PROPERLY SECURED SHEET i SEE TABLE A, :E ix WOOD BUCK TYP., SHEET I lXWOODBtMTYP., EM SEE _1111 t2 SEE ANCHOR NOTE 3. SEE ANCHOR NOTE 3. CONCJCMU ANCHOR SHEET I SHEETI TYR,90 ANCHOR CONCAMANOMR4"i" 2-111r* NOTES&TABLE A. 2-1110" TYP.,SEE ANCHOR CONCJMANCHOR •• • ••SHEETI CONCRETE NOTES 44 TABLE TYP.,SEEANCHOR A": ORCMU NOTES&TABLE A. PER TABLE mum CONCRETE LYNN ASHEE7 01/4-MAX. gxTmwg ORCMU ponmm SHEET I PER TABLE GHIMI A,SHEET 1 114-MAX SIM PERTASUE A,SHEET I iW MAX SHM No.58705 JAMS da fih JAMS ah Soo 0 0 INSTALLA� mamu w- - TAC! FRA E - a a --- :�o.. I as 010TAUATIM lw —--p-.45, 6 1�I.I. 000 0 A "OF - t4i A�o, sc lAVM5 Aawmmmwsmw �oDETAJLS 04 low 74uo.SW-LM WACT solows" A.[WO PX 1x44 %JVAM I Aaaae amp-M fYT3 19 .1227,041IGM130 rA. 000 0 40 0 see 0 0 INSTALLATION DETAILS NoTwm 1.ALL DIOTG FRAME.IAMB SHOWN ARE BASED REQUIRED AT ALL ':<.. 2893"MM ON MIN.ALLOWED. INSIDE POCKETSEDGE EMBEDMENT'SEE TO PREVENT ',..E. DISTANCE 2.FIWRE8 ON THIS WOW FRAMING YABLE A,SHEET 1 P4400K MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TM, INF9.TRATION CONCJI2VI1 ILLUSTRATIVE ONLY.SEE SEE ANCHOR NOTES `'" ANCHOR TYP"SEE TABLE PURPOSE8HEET 1 FOR "� EMBE &TABLE A 26 ANCHOR NOTES&SHEET 1 METYP. :. TAME A.SHEET I APPROVED SEE T= I 28 ILLLUSTRA OK SHEET 91 ��::4 ' •' 1-IW MIN.EDGE DISTANCE SUBSTRATES, DISTANCE SEE ', r' ! 3.SEE TABES I-% TABLE A.SHEET 1 EMBEDMENT: �"r r•e' REQUIREDSHEETS FOR ::.,,�;••.+',.:.'•':r•. REQUgtEDP-HOOK W SEE TABLE A, y'.v.3:: t:i';•• ,y i::' P• C AAOUNTINa AND P-HOOK SHEET 1 y „r;•,ib f». ,.,:x ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOW ANCHORTYPM ' p y : :S`: `.�, t•:r.;" ANCHOR NOTES E ANCHOR OUADTTITIES. •.: SEE ANCHOR NOTES P-HOOK :.• y...••'»:s..•...:':• :' ANCHOR RTES&TABLE &TABLE A.SHEET 1 CONCRETE OR EA NT:8EE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.W MM. CMI) SH T 11 TABLE A.SHEET 1 (ALSO SEE TYP. �d SPIFFY 9. ILLUSTRATION,SHEET 9) EDGE DISTANCEILLUSTRATION,SHEET 9) igih P4HO0K FOR USE WITH FLAT SILL RIP+IOOK FOR USE WITH AT SILL ROMRISERSFL PARTS#18,,M.#2!ORfK PARTS#18,#2D.#22 OR#24, W0W INSTALLATKIN EXTEitOR MIOIXVT SHONM. CONCRETE J INSTALLATION INTERKM MOIRdT SHOWN. (SEE TABLES 1A,2A&3A �IPITERX)R IN (SEE TABLES IA.2A&3A MAY AL80 BE MBMLLED IN FOR WATER RATIV88) FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P440M MOUNTMG CITE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4.SHEET 1: EMEEDMEVT SEE ADAPTER 8MB tm!PER TABLE TABLE A.SHEET 1 ANCHOR TYP.,SEE TABLE A SHEET 1 A,SHEET 1 r� •t':•..;y•;,.!.. MM.OF 3 THREADS ANCHOR TYP.,SEE ANCHOR N0TE8&TABLE BEYOND THE METAL ANCHOR NOTES :',..•.:t'` t.•r: A.SHEET 1 SUBSTRATE &TAKE 46 SHEET 1 Ai , (ALSO SEE TYP. LUSTRTN (ALSO SEE TYPS IEET9) SEE TABLE 28 ILLUSTRATION, EMBEDMENT. SHEET 9) SHEET t ;• .','r.':"•, t: '; '+;" ._l SEE TABLE A, Emu DISTANCE SEE `'': `��'• i SHEET 1 A,SHEET 1 ;` "y' ? 1-19"MIN.EDGE DISTANCE P SEH ANCHOR NOTES �JSEE CMU &TABLE A.$FISET 7 ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.893"MM. A.OHM 1 2.893"MM. a8r�u1 ILLUSTRATKK SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EXiE DISTANCE •• •�IJ.U3JRPTKX�L�E7'B) •• g� RM FOR USE WITH BOX i i ••• ••PWO ICi •I "ENYITHBOX8I.LPJ ®P 9.#21.1.=OR#25 SILL •• •i i •�( I2 __. �� `t I.YN/1 METAL INSTALLATION •• ••• •• C E AL��Q�V (SEE TABLES IA,2A&3A MOU (SEE TABLES 1A,2A&3A T FOR WATER RATINGS) ONLY FOR WATER RATMGS) ONLY ^ N..Sans was a 46 SQ if8 A /WD • DET • �i�r��'•.�tgR14A.•'G�'��• low 116— • • SEMI T!d AL( SOD-Lu L44PACT ;`��C1NAl �1���• c a��urx+ eenrro we r14 +22 1 POM30 A a(Pla �F • • • • • • • • • • ••• • • • ••• • • CONFIG. EXAMPLES MAX.UNIT WIDTH MAX UNR WITH MAX. NM PANEL WIDTH �I HEADER DETAIL'N. DLo TYP.PER TABLES 1.3 mmm SHEET 18:INSTALLATION WIDTH DETAILS Aw&'Ad. TS�f ER R SHEETS 12&13 90° PANEL PANED. PANEL PANEL CORNER DETAI WZ, TYPE TYPE'AS' TYPE SHEET 18&CORNER A• 'QS'NOM UNIT w ANCHORAGE SHEET 11 MAX. MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL DLO PER V.SHEET 18 HEIGHT SEE P HEIGHT TABLES LIQ NOTE 2 TABLES 1.3 1-3 JAMB DETAIL VV,SHEET 18;INSTALLATION DETAILS X x W&c SHEETS 12&13 sro° SILL DETAIL V.SLEET 18; INSTALLATION DETAILS EXAMPLE:9°INSIDE CORNER,4 PANELS-XXIXX VW&W.SLEETS 12&13 SILICONE BY OTHERS DLO WITH m NOM.PANEL WIDTH-T DLO HEIGHT a DOOR UNIT HEIGHT-10.128` PANEL HEIGHT m DOOR UNIT HEIGHT-1.888" #8XV #10 X 1-wr PH SMS PH SMS o walk gate PANEL CORNER FRAME CORNER DETAIL So- NOTES; e• •s •e i i i 000 e• �� p�yV LYNN ROW 1)SEE SHEET 17 FOR INDIVIDUAL PANEL.CONFIGURATIONS A8 APPLICABLE.SEE OP �t TABLEBl. HlET8 84 FOR MAX. • ��`�!.1':V�ErtsO''..;p PANEL HEIGHT AND WIDTH.SEE SHEENS 18&18 FOR SECTION DETAILS AND SHEETS 12M FALLAIION L'I'ARS.• •• 2)(1)LOCK(ITEMS 78&107-110)AT EACH LOCKSTIIA LOCIUNG INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL.. 3)PLEASE SEE APKVASL.E ASTRAGAL.&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. � r/ • ••• • ••• •xmwlw • ';uC 80 UNM R mm nsw7 ••• • • AN DETi4aLS/�EUVAT ':O•A •.,FtoatoA: �`�t/ • • $ d 77d/11.UaL SQD-LM 1h1pACT ONAL••�� ALi4iilidO.B. qW1Q74 oPMrtN B 80d qTD NT3 16 s A2 PG70130 A PE3E8708 • •• •• ••• • •• s• ••• • • ••• • • COIdFiG.EXAMPLESINTV;L=DETAL FOR ALI.DETAILS ON THIS SHEET,SEE NOTES ON SHEET 18 V.SHEET 19 OPERABLE JAMB DETAIL W,SHEET 18; r '1-p�TALLATION DETAILS W&Gc,SHEETS 12&13 JAMB DETAIL W, ASTRAGAL HEADER DETAI.'A',SHEET HEADER DETAIL A',SHEET 18; OL ,IAMB DETAIL W.SHEET SHEET 18;WBTALLATION DETAILS IX& 18;I STALLATIfN DETAILS INSTALLATION DETAI 8 Aw'&A0', WID 18;INSTALLATION DETAILS DETAILS W'&Gcf, L2.SHEET 19 AW'&'A0',SHEETS 12&13 SHEETS 12&13 TMP W&W.SHEETS 12&13 SHEETS 12&13 90" , PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL TYPE PIEI V.SHEET 1DETA& R, ,L, ,D ,A MAX. TYPE TYPE MAX , V.BHEET 18 9W OUTSIDE CORNER NOM. HEIGHT HEIGHT DETAIL W SHEET 91 & a PANEL _ SILL DETAIL . / �R KXORNER ANCHORAGE MAX ANE fflTH TYP.PER3EE TABLES �•8HEET MAX / PANEL � SEE SHEET'll TABLES QLO TABLES 1.3 NOTE S 1-3 I STALL DLO Pm NOTE 2. 13 , •tTER QRt HEIGHT SHEET15 DETAILS HEST TABLES 13 SHEET16 `. 0 X X SHEETS 12 b p NOM PANEL X WIDTH TYP. &13, X X X PERTABLES .. 13 SEE FRAME& MAXUtdl1 WITH �`�_ �._..� MAX LINiI W�T1L PALL GORIER SIJ.DETAILV.SHEET 18; MAX UNIT WIDTH EXAMPLE:OX)(( INSTALLATION DETAILS DETAILS INSTALLATIONs 2-TRAC 'DW&'D0'.SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAII'11'.SHEET 18; ASTRAGAL DETAILS tT& INTERLOCK DETAIL V.SHEET 19 INSTALLATION DETAI.S'W& L2.SHEET 19 ,1 INTERLOCK DETAI.'M'.SHEET 19 V,SHEETS 12&13 �DETADE ' ,HEADERDETAI. 1 IL P400K DETAI.'J'&'IC.SHEET 'B,SHEET 18' ✓ HEADER DETAIL V,SHEET 18;INSTALLATION TAILS 19;INSTALLATIK�t pE CAI 3 Jd, INSTALLATION. JAMB DETAIL 12,SHEET 18;INSTALLATION DETAILS'EW&W. DETAILS V&V.SHEETS 12&13 18;INSTALLATION DETAILS W&'110'.SHEETS 12&13 'Ja',1GM&1K0',SHEET 14 SHEETS 12&13 `GW&Te.SHEETS 12&13 �----MAX UNITWIDTH MAX CHAT WIDTH PANEL PANEL. PANEL PANEL PANE. PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE ,R. ,L, v 'fs 'M' F 'F' T" AX. MAX UNI NOM. NOM. L[HEIGHT NIT HEIGHT PANEL / PANED.p WIDTH TYP. ! WIDTHTYPSR es•TABLES MAX.' S� PER � MAX. PERLES1.3 DLO NOTE 2. TABLES 13 2. OLO A.LES 133HEIGHT SHEET18 t • • • • • ����pNq LYNN EXAMPLE:OXXXD SILT.DETAIL V,SHEET 1 EXAMPLE:XXXO SILL DETAIL r,SHEET 1$; Ho.68/08 'r 3-TRACK,RIt3HT POC INSTALLATKIN DETAILS . •.. (�-TR�CL4,BY-P�S.S)_ INSTALLATION DETAILS , (— 'EW&'E0',SH ETs 12&13 . . . . . . . 1w&'Fc'.SHEETS 12&13 • :p , ' v w /fYID2916 A 710 .. Nffl LE1t VA7XMNEW IN— iOiK' ac a�a� SERMMSM77O•ALLAW.SGD-LM IMPACT `'�%S,PONAI.��'�'. 0'+t'eo.me A 1 M,OPAMAmwe a>7o N7S t8 •7� PaTSt� A P • ••••• •• • • • • • • • • • • •• •• ••• 0 0 9 ••• • • PANEL'S RIGHT STILE TYPE PANEL : e nsranea asrRnaa Awa ASTROMc. WrrCOMM a COMM MC a�rrCo�rse exrc�R WTc orom ¢ur�aoCK oaTe�oac M ovr BMW IOCKSM O eo tin � n u FMM am WrH smom BMW mm TYPES � �+ +� wI►ca►®� am w�►w�wu: wig wi �,� wry axwua�c� SIT or wmmmD- F PP K TR TQ TC TA TV TW Wow � B E P A C C !C SQ SC SA SV SW "Off made �- RR R S S FD FC FV FW WHMIU D M J J am= LR Mft NOTES;A W wir a 9 SEE DP TABLES iA SHEETS 8.8 FOR PANEL ASMUL SIZES&DESMN . BMW /V LEFT Q RIGHT 2.PANEL.TYPES NOT SHOWN OR CROSSED OFF W HAIMM Po•9 PANEL�"�S" ARE NOT REQUIRED!OR ANY CONFIGURATIONS N " F T V ��-'"' 8TiLE AND ARE NOT AVAILABLE. S.90'ASMGALS TO USE HEAVY-DUTY STILES mmom pacm (881).CORNER RECEIVER(8118)AND EITHER ABTR0.f LL T r, PANEL SHOWN.EEE TABLE FOR OTHER PANE TYPES AND MERIOR(0118)OR INTERIOR(8120)CORNER gpg�qc V APPMABLE 8TMASTRAGAL REQUIREMENTS. ASTRAGALS. RTgo LocKma Cl 4.13V ASTRAGALS TO USE HEAVY-DUTY STILES (081)AND COMM ADDON(831). Ed Ed o Q,T QS SILL RISERS OPTIONS _ mr off Q, wrwu�e�ti t CT CS , 4W AT AS DF ' :dam offoomm " 8 T• T /�� i MSER.FLAT �54IS R.FLAT somommapr CF '�' ,-, ,�QW.2_11!' V�QRJ�A.344 Ar 84 ., .tai► VT VS VF ow WT WS WF 4 .. . . . LOW • • �•��';sc�asq' ,F•p ••19' • • •�• • o •1.,.1 a SIL048ER.SOX, o SILL RISER BOX oSU RISER.ox , I,�,W , ��.. 68?05 LOWL 2_,r NOT V WATER TTiATION RESISTANCE REQUIREMENTS.SEE SHEETS 04 � 80 lA fe A ITA T!&8&IBBI • • • • • • • • meas N(�'• E •• p • • • ' ,?®NESE .• o • TlOXM-SW-LMMPACT ' +t hre QBRraims oFAtffidfA9 8tfDri4 NTS !7 d?2 FTdTOl90 A PeAtlW08 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS kF a. LEWOiFI(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) Mai t TM 1417$ BO Ot 81 g 00sRs1 &TRAMCJAM13 ( $ s�8•LONGmoloo OPERABLE MNA an WITH FO® ILIIRETAINER A1CI8 PANEL) gp PAN MIOSPAN (SHOWN WITH - e FIXED PANEL TO t tt f $K1P- 1 FOR FACED g 1 OR g1 THE INTERIOR) PANEL CLIP Awn-Am 44 9$ $ 18 17 81gXam 12a LENGTH ® 48 aft el X3 61ffi 2WlGOREEN S"LONG WI RETA I R#923 3-TRAC K JAhBTRAaC ¢ 4•TRACK JAMB Be (SHOWN WITH ®{8HOWN WITH (SH(riMld WITH �(8FIII1�—WITH ®(SHOWN WITH M�PAN FDCED PAINEL TO OPERABLE PA{4EL) FIXED PANEL TO FACED PANEL TO OPERABLE PANEL) OR e1 THE EXTERIOR) �C THE EXTERIOR) THE INTERIOR) 2 Jim T). 11 a (4`f t 48 g 11 $ 11 8 52 $1 gg Ion AV exTEM 63 a a SHOWN WITH Almlh WACREEN dMS 4 MAX UWr OPT.SCREEN A ESC\a FRAME FLEA? ®FRAME HEAD HEKW Ph i TRACK TABLES I3 as °3 M se $t72 om 1Y' 72 OR 7a WkTmmg,1, 7ztxt7a tlaA• 48 19 t 11 9 48 47 8 112 • g 11 11 pf g • • i i $ �{1YM1NM • • • i i•i •• �;��'1`.•�jcFsts�'•••F.p�'.. • • • • • • 4MTP %* p • • • • •• FRAp SILL •�q 7 FRAME SIL .S8 CMr Idn •ITEM 61 SHOWN,ITEM 00 ALSO APPLICABLE,SBE TABLES 13,SHEETS 8.8 FOR DP(PSM ASSOCIATED WITH STI.E. •• • • ='O J ISS'��y; • IMM ___ �' STAT c�F' .r f 80 MUM A 07LY 11d$ T • • • • ..�'• ••• i • • SERFS 770 ALM.8GD-LM WACT 'IONA1-F'rA �1C`° fQN0p4 rQ11R1:0RAV►lG+ B 800.770 AffB 1B a?? FCiTn'I.TD ••• • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m * t -- m i _ . -^rte - -,� =��(f�= - �►� � 'i ..� s?.,19.:..i. ,✓ j v�...J.. �..,,,, 1ID VM VY j �,1 .-_ --'f �;.r'; O r '• r: t �. .��'' rte.. - 11tr"-ll..1 �.- r•-�.::- i r.TM''1 � i!1."'� ''t_... :. 3R ii_. ::lli.::.. il:�►-r r • � r .• ,. �.•:.�� a., :,,1 \ ■- X11 "l. POT them Farr POTO Dere f Smm W& POT# 1ALUMINUM=8083-T6 2 17303 .faux WAD VAM SCRE55 EN mCANCIAI EU9ESPACF. 2)ITEMS#33-39.67-0.68,78, 9 81 3 89 T3f8 8173x8 SM 1218122 ARE NOT USED AND ARE 4 12 81TM 44PACK WM 9f 17328 61Toil= WU(HFAw aTm NOT PART OF THIS APPROVAL 731 8 1T3f4 S17$14 1 81 S My SIM? LEAN W18 ACDON 83 IgM B1L.BY+187P.-Tali(NSWE NIEfLDW 3)USE 0S#12 0R#13 MASONRY S T aw"SLl 11x9 Wag MN.#10SMSORMASONRY S 17 1 617901 XMVM SLL WILT 9CWMI RAL 17928 SIT= Nf t smvw00VER ANCHORS MAX24°MAX O.C. m 3mmmaLL 10 am 817330 -IRACKOLL 17939 S1T339 IWAVYVWYASWJQft 11 17313 TRACK 17321 ig Inia MW ULSCWJM ADDOW 13 817318 EEt�TE� f89B 1 r PI 14 RM ffil= 8183 Ism Im 8CREENRAL781 ROLLEFOW ,yam SLID= WVV4WWWMSGR 07-M Ir Imi 11 Y APLM xrFL saiEIV TYPE°F° 19 17319 no Riff-BOfL�nustLi-U2' 7183239 10.9281EELZmadw go Im 817911 ILOVK2.vr 1 81 rwom- 21 17918 a RNER-BOXIDw,2 80 17369 8O= BEAD/FMPAfELOLP 1 8 17m 83 1Tffi4 arm OIL R , -80XN#WNt,3•W 82 1291 aIP24TR BIIB 24 1 T, 81748 T 25 17320 8fT329 a9ER-BOX a1Da,r 180 aMa AoaME KAM 2T mm I4E0PREKEBMSVWWF0RP4=K 162 PUx1 Se 1 5188 90 1 LoacKEEWR 1 -�LONG 1 1 -WW 1 71 B MOM MAKE SQUENPAM. 1740 71KQ- RtOR 40 4310 SWA RAL- 4 1792 MIS gxn3mm 4181 KEEPER SPACER SET 111 7 X31k"Pa PN •8.8. g f .1 - 44 4428 8442a KnPA at 113 x ° TOPW 1 C 45 06 8 RAL TOM x1 47 as you & d •La11• 49 m mmBTANOwtDROtLER- . 11 T207C1?]f 1118'8 arm 40 41" 8" 1 ASIRAGAL SIT= commNECEM so 817M IMSUMNAMAGMAWM —IW T !% 61 • •• • • • • ••• • �OENSg'•,p ya.88705 NOTES: 1)ALL ALUMBJUM=SOWS 2)ITEMS,#33•x,8710,86,78,N-W 1211L 122 ARE NOT USED AND ARE NOT PART OF TH�w am • ROYAL• • 0 jD 0 W ���'. s1'T ;sW� mmam 8o taA�ts A xi®08L 70PART18m ' • UST '.,'��: .PLOR1Op.••'Cj� ••x . `SyIQI.�• . bA.LYWIdLUIR M w �m OBN:OPAtR141m W "pmNTS •'� Pts177D1190 A PE08�8 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 COW 8.882' 1.3' 0.080° —�• 1.872" 1.80fi 1211° 0•�i" COW t k 4' � 0.081' tO2=fRAC2CAp O4TRACKSW Ni'll, Ar 7 0.081" (8p83-TBAI.) (8083-TEAL) �8 8.198' AQ 8.188'-------= 8.828• 8.089° 0A80" 1.048' 1219° 1•5w '— 1•w 0.082° 0081' O TRA K HEAD WSCFWMTRACK O( SI O -TO AL) 14 2-T (� T W( TO L) • �TRAGIC JAMB W! 7A 8.221. 1b T8 AL) 138" 0.080' ( '�' 1.80tfa 0.878" 1.241° 1.3r 1.9W 0.082' OA81• O3-TRACK HFAp �8 W( NAL)T SIL 9 'REE TRA OW (8083- AL (8083- AL} T8 9 t42' 4O.W. .49° 0mv 1211' tow 7.10tr --} 9.141° 4.081' Oj �j{EAp 7� . 1.844° 0.082" O.Ow 1 " 0632 0.780" O.Ow 16 1.990' 0�� �A�EMB SCREEN 12 •' � 18 �� �'�� Err••' �n �. REMMS MIN.#10 SMS REOURES MK#10 SMS 4io.58706 ~: OR 311W MA8QNRY EE t7 WMASONRY SSTET 17 FOR SILL RWERB. ANCHORS!24'MAX.O.O. Aifors •O ego d . . � X16 A p6tl�B 7l�8lffi81' • �'. ,4 • • • % Com'•. Fl OR1Ut:••'(y��` MOW BW— •• p p • •• SERIES MA.LOW,SG O-L U IARPACY' alre611 '�Pte, tOPfltlf4 tNRTAPAfA 9 8Q0770 AfTB 11 dm PO70130 A PES8W08 • • • • • • • • • • 000 0 0 • 000 0 • 0.718° 0.83" 2.304° 3.�2" 5,802" - 0.782' 0.782" 0.885" 0.874` Li 1.183" 0.082' HOW /� 0.078 l:J 0.080" OM `J OP-HOOK "_-_"_ P C S 0 0 O P-Ft00K FOR BOX_RIBER 8083-TB AL} O8 AL) a) { TBAL) ( 9-T8 AL} ( T8 ) 4' w2oW 4" � 1.488° 1.739° 0082' 1.�0 0.133° 1.800 0•W lmr OBV 1.870" 1.808'5.128° 3128' Q Q1 AL} O1{ Fd(EOAAOUNT STANDARD OHEAWDUTY 82 N LO SRAEW t ) ( T8 5978' 3a79" 4.128' ULILIAV 1.080" H+- 1o 0.078' i O.d76" 1.846 1845` 0082° 1.304" 811" .488" 048° 0.128" 0.91" 3 048' " OS7ANDARDASiRAOAI O YY 117Y ASTRAM TRAIL O7 OM348 AL) T8 L) AL) } 8083.78 AL} T8 AL) 1.003' 1.03° 0.787` 0.080° o.oso" 0.709" 3• 0.133" 498' 0.133' pts I 1p 1 � e8►gr t 1.49" OAW AV 0.883 8p 0.709" 1 ~ 7 2.&26' • •• •• • .8.i•i •• O90°lNIDE�'tORNERASTRAOAL 0.080" ( Te ) • 18 (�tl Te AL} eplst ``�P i 11 ��� E 1• •• 1tL) MA w WW `r'.• No.5b705 :$r ( 83• ,L) _ {8083-T8 AL) • ••• • ••• • • 0 415; t toga n sr�r • • ••• UsKm Saw IN- : • •• • SERIES 770ALOW SOD•LU AVACT ,���SS�CR!/�1.ti`a� .RR rarwrNtm a steno N 8 22 a22 PDTOl30 A air Pe ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i t M;�Warum MIAM-DADECOUNrY PRODUCT CONTROL SECTION D ARTMENT OF REGULA?ORY AND ECONOMIC RESOURCES(RIaR) 128{tS SW 28 Street,Room 2Q8 BO AND CODE ADMINLBTRATION DIVISION T V 315-2598 F("0315-Z" 307 'It OF A,CCE"MCE OA) www.Wsmldade.eov/eeonomv P Industries 110 0 Technology Drive No Venice,FL 34275 SC PE: NCAA is being issued under the applicable rales and regulations governing the use of contraction ma erials. The documentation submitted has been reviewed and accepted by Miami Dade County REI2.- Prc duct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Ha fing Jurisdiction(AHJ). ThNOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Go trol Section(In Miami-Dade County)and/or the AW(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. N this product or material fa' to perform in the.accepted manner,the manufactim will incur the expense of such testing and the AHI ma r immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RAL reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Se(tion that this product or material fails to meet the requirements of the applicable building code. le,pincluding roduct is approved as described herein, and has been designed to comply with the Florida Building the High Velocity Hurrscane Zone:RIPTION:Series"CA 740F Fixed Casement"Aluminum Fixed Window-L.l�0 0 0000©VAL DOCUiV1ENT: Drawnng No. MD-CA'T4A3 titled "Fixed Ciedt Wincbvrr Details-sheets 1 through 11 of 11,dated 08/08/12,with revision A dated 05/15/15,Tmrwed by m anafacturer,and sear by Anthony Lynn Milder,P.E.,bearing the Miami�?ade Cour�'Ptbflt:ct Control Revisi+ •••with the Notice of Acceptance number and expiration date, by the lkl a Clst�Xrodutt p Section. •••••. . IZE IMPACT`RATING:Large and Small Mime Iampact ResistantLING: Each unit shall bear a permanent label with the manufactutex'efilWor logo, Lity, state, •. m del/series,and following statement:'Miami-Dade County Product Control AIpro jed",u erw:p••• n ed herein. • • • •6.90• .0 . 0000 0 0 WAX.of this NOA shall be considered after a renewal'application has been filed and bwre las been no change in the applicable building code negatively affecting the perfoanance of this product. ATTON of this NOA will occur after the expiration cyte or if tome 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 o my product,for sales, advertising or any other purposes shall automatically tenninate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. VFRTISEMENT: The NOA number preceded by the words Miami Dade County, Rork* and f lowed by the expiration date may be displayed in advertising litemwm. If any portion of the NOA is di played,then it shall be done in its entirety. P;'CTION: A copy of this entire NOA shall be provided to the user by the manufacturer Or its °butors and shall be available for inspection at the job site at the request of the Building Official. T iis NOA revises NOA#12-121811 and consists of this page 1 and evWanoe pages E-1 and-E-2,as well as al oproval document mentioned above. T ie submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15A519.15 b Expiration Data April 11,7018 ,Approval Daft. July 16 2015 t Page 1 G Industries NOTICE OF ACCEPTANCE: RVIDENCE EUBMEMED 1 A. DRAWINGS 1. Manufacturees die drawings and sections. (Submitted under previous NOA No.12-1215.11) 2. Drawing No.MD-CA740F-LM,titled"Fixed Casement Window Details--LM", sheets 1 through I 1 of 11,dated 0$/0$/12,with revision A dated 05115115,signed and d sealed by Anthony Lynn Miller,RE, B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 2022-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of a series CA74OF aluminum fixed amment window,prepared by Fenestration Testing Labomtory,Inc. Test Report No.FTL-7063,dated 09/17/1.2,signed and sealed by Marlin D Brinson, P.E. • . . .... ...... (Submitted underprevieusNOA No. 12-121&11) •..' : .' C. CALCULATIONS ...... 1. Anchor verification calculations and structural analysis,compf*jo with sft :*Go* Edition(2014),dated 05/16115,prepared by manufacturer,AprAand seals4hy ••:•.' Anthony Lynn Miller,P.E. • 2. Glazing complies with ASTM 3E1300-04 •••.•• D. QUAUITY ASSURANCE '..' : .... :••••: 1. Miami-Dade Department of Regulatory and Economic Resources(RER).'••' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kurany America.,Inc.for their "Kuramy Butacitet PVB Glass Interlayer"dated 04/25115,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kur°amy America,I nie.for their 11%urarny SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Manuel PA4 P.E. Product Control kowner NOA No.134519.15 Expiration Data: April 11,20x3 Approval Date: July 16 2015 .• E-1 . PGUndustries NOTICE OF ACCEPTANCE: EVIDENCE SUBMYTTEI'D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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, 2415,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1, Notice of Acceptance No. 12-1218.11,issued to POT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I."approved on 04/11/13 and expiring on 04111/18. ••••••0 .may 0000•• 0000 0•• 0 00.000 • • • •000•• • • 0 • • 0000 • •• •a••• 00•06• 0000 00000 00 00 00.0 * •0000• • •00••• • • • • 000• • 900••0 0•• • • • ••000 0 • • • • 0 0000 • • • • •• 0 Manuel Pe ]Product Control E ` er NOA No.IS-0519.15 Expiration Dater Apxil 11,2018 Approval Date: July 16 2015 E-2 awuuww TAWMAU M GENERAL NOTE&SERIES 74@ +PRESSURE MUM WAOTRATOXL �� � � g %=$am I VARIESIMPACT4WMANT PlX9D CASEMENT 1.00111D . RATED FCTi LAR6EASMAU AwWXA=%W A90 ttl�tlYKlRiRetY GUM'-, atm SWANWAMORt iITHISP+H�UCTHA98£ENDESIQtR?Ot8TE8TPDTOCOtB'!.Y WAT4WRO.YUMM WMITHF I B f THE FL 48t1OOi U WIDTH FARM Gtm kUiMTH5HQliV0.0CrtY9GNCE NA!q 83'VIS18t.E LXRRTVV1DTt1(oLO) 21$HUTTER8AReHOTREOUiREDYRMUSEDWWYO40M!£ (4,rMMAIX 9.8WSMET2 1Ni6•tRISS /1H8'O+493 DE9RISREGI FORMLRATEDCLWMTALLATXM 35 3 ARM 3UDITMRM 'MEOUT90AROLlT M"M&1ST 4'MAX. ! t TEMPI 19.O.C.MNL 60 tO 3lfOREtA30ltNYAPPUCATKK$BiMLAM DADSOOUNTY,USE IFWaIS aPEYN�6flfiAM0OUNTYAPPROYEOMAI YANl2LOK omw. LIATERLt18UMFORANCHOREVALUAT10NSYVEMSOMHERN a j�1 (31A$$'1'V"8 &$ PRRB.AMIMC9000NCR£YEF�dRYUNnANOCONCRETE tWTHUMN.HBIPERAHOIORrYPE•SEE TABLE3.9*ET4. etA99sUttat vwtu m%wD CLAW= zh8•LM�A�f +pFfl &NYCSLE88T#TANt-lWTW XAAETOQH BU l s CONSMOSO'+XROTALLAMONS.1XW0ODt AR11 ` SSMETET2 MGM IWA �A998UttK OPIN N%.WUNXISMTALLEODOtECT1.YTOWBSTRAW. t1w f WA98 lAVAMrF4=Cft MRM A MDBWYSDA82XAREt-IMTHMORORMER. HElQW f me • Mt'+wgal HE�TSTR>�ptttexe•WA 1XA1t02X {WtiENL OlBNALL88DE81QRREDTO PLO) lAIAIOiNROOR PV99YtO1tt�1YUWAt•EALM IQMARJtY PROPEL'B.YlHNW&RbOAD$TOTLE SVMTURLWO00 T tiu6s A Rb GtAS4 TH81pT4AtRrMISTAtLATIQNiRTNEREBPOFWUIL"oppm Fp 3HOAta t6o0R BHm1mtmoRARg4mrw" 23•ac VANL a H�Tsra4Rl+r o�A3s woa� —T 8}ANCHOR8t0MWNTT0EASE MATIllftSHNIB£0E10ND 89ORLEBS. t+VLe�C A8S 1111 R0`tRA8S %MORESSINOORMU000.t=*K*RORROF WMWL �, 3r EMP.WANT AS$PEME0OH l%0LE 3.8}1$874,WARROW JONT SEALANT 6 USEOO N ALL POM CORMS RSOF THEF 1 t 1N U"T�iANCHOR8SUMOSESEkt OV9RALL 23.O.aMNG� 8 ' j SB•O.O.MAX.+FSLM4KfFLASHNt3STHATMFORWATBR�SOTAHCBOF WADORSB.L �+ ►—HFADORSEI SL OD 3t ap VOTAUATMOfALLORDOMOYOWMANDIBBEYONTM 18SO'ORLE88 �OYER6Q' 32 800PE OFT+�SE HV URUCTION8. GLASS TYPES 4&6 GLASS TYPES 8&7 S)SHMAREiwAawATEACH ANCHOR LOCAMNVMM TYP.ELEVATION OF FIXED CASEMENT WINDOW mum THE PRODWT W NOT FLUSH TO THE St188TRAT£.USR BM OlA493MGt 7114 tAV9RAT60 CAPABLE OF TWWSPERAM APPUDLOAOS.WOOD SIMS BY GtA99�ACR OTf$RB,IRISTREBUP �NTLYNQCIIOREDTORESISTLW08 TAM 1: tMP0S80 ON T+EIBBYTHE WRNDOW. Tlm$mPR£AVRBBt tRb9•Types 5t1reeL3 s NPJ79 AtlkltlCAtNQ aNt QgTRVE Dt3+ONLOADS tLA$£oOplS3lR7CTURAR TAT t PRESgLIRE,FRAME ANIUYSIB A1W 01ASSPERA37l1t6t30B 39 S.POSIfME OESN�1 LaADS9A8800N YlA7ERTEST sem. Afl ' STRUCTURAL TEST PRESSURE.FRAM ANALYSIS AHO QLW 3 71 18 -3%18 H$ MR PBRARTM 21300 L0 --711 AIT-W AR 11 U111�TRARS wru—ffmSyTNE�IdBTti0U88tE0PfAVHA1ffiBEENDEO -Tfi An 37 TOREBLSTTH£RIUM0A08CORRE8P010MT0WM 8 tCitW Aft.Nlw AR•. 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ORNOtMMALLYASS7i0M t $ W � a 0•aTPatw4w © � $djtart6�wea9Naaeeaac�wAsuathTtae O � i� az V te,A' , tnexA• sBtarle• s7.sa• ssHr sr• aT 4BHT miff aT es tV (> h Arch Axlix Anctat B M�eAart$tt+D ArolerQa,p AroAo60•tq '� r -„ r�� 9AW tlrao 6mov �u+L!j S tll N N 069 6j;ff-im A B 08D A 8 CAD A OA9 A B O A e ti t4tlp 4O' • a ♦ t • a ♦ ♦ ♦ t N + 47 • + + ♦461e11B' *we in—m a70F90 im" *WAR ♦70190 ♦ 470790 0 a 470190 a a t a 0=40aT a�6,f1 4 • t ♦ 4 4 *W40 ♦ ♦ aW6ee.� s • • • •706904101-07.8 a70N1K0 ♦ 4ae7,e a 470f39A♦70790 a a •7 oa t7019O ♦7V a •70689 ♦7967U *MM470684 470190 *mm •70680 *701t a •7WO9A +70680 4706esb ♦7 msOW 474146 a7a•99 4m90 . Mear fm* e ♦ • a •70M1W'A O zLU • a • � U +yT►WwB400xrsxwT7lusaruAreesafi4T9& "t N POM FOR NOg12ONTALFNAMMEASSENBi.YTt9� J•' Ft{ilift@FOR VMT/CALFR ASSEMBLY TM l aR X A8V AxY SLEM§WM1./88FCR AVE T7 FA89EtaBLY BEEtiHE@TBf 48S k+ d o iITBEI Oat @ FORRMMVANMM TVBH L Tf"AND B• LOCA 1 MANO Y vAkv r OVANTIM&SEE6MT WVAY- QUA B,SEEBHW DWEMM 3 FON ANY AbpD1pNN, mar. ..9 • • • • •• !!11 �i 'J1AMMANNED FOR TM PPAAM EVi �� N i 1N0w6w ASSEIdOMURL V7sN0Yt ANCHORASSE • • • ••• • �j�'JC'118E •.' 't moi: T -y�— waYAtOlt --�QRdi 1SiDN�, ('N WROO. •• ••i ••i ••• i i ••• •' prJ F REO ••i i • i•i •• • •• i i C.........1..• C1�: •• • • • ••• • A1>'a91��P.B. BEE81ATaFoR#MTIOIALSAAO+IECO FOUMTI PAY�JOa ••• • • • • ••• • • •• •• • ••• •• • • • •• •• • ••• • • FOR GLASS TYPES: 2)7/14'LAML{3118°AN-.OW SG-3/18"AN pg {CTRbY16 D Osaaat74)'�8 1Aa Flos[da 8 Tib"LAMI.K3: 3118"T-114'AIR-3118"AN-.00O'SG-3118" Aaaeq l5.0� TABLE& * = YERBYMAWAYAUMrAB�QC. aOes�SPres♦xe$aAlrBiayaPhdces.A9A�rdwO.ep (t ��,� adtal0• s} s1•g!" 14 9ti' - tx LTJ d Lm t,nmrxr , ♦ t a BSE RSMII6P dNwl o t • . s80R ♦sa, t uo + , 8T t •1 •BiIFffif 3 S 7 fbff� T oat tF 8&1 B9a1 aR iR' ,801-90 180 s ft0.9 ,9M117.8 t9aFt09 s 9 aR E rF sly JdII ♦J. t T-I-Lon �7 {_ KOFOO f 7 e60Frilb •OOFftaA , S 812 N•7a1 41U. 8OE 1'� s ♦D9t-Sp •90Ri� a80R4 .f a8fW1102 ♦8q• 1 •b is ,L ;9W4 0 a a 107A a ♦1�89tt ♦F7a7 EET84.481i1 1WINO0WANpiOR �+ 1w , 110.8 t0061bi+1 r8N80 LOCATIONSAND QUARTIP;S. f tw 09*51tA t4N• t6NS0 f00f1a0 TIV�ED IONS MAYBEORtMEDYERW4LY 93 1W t80t.11L9 W.d ♦Wt•100.0 ORHORQAYTALL.YASSHOWN. � � Q � WOW tk1(01fhI1bNl�fltWS6QbtP0AMCtedtOaFt�1eASWD0�j11Ws 3, �' 1YAdos k0 7A� ON aa` 86' +t�V�, Mata A+%08• ACAs+ AWN" Aw ww" &wdoto** Af¢OOteroeP AIpMOwUp I�nNnrllaovr � � lL 8+♦W VVDD A% AsA 8 C D 0 A 0 Od A B q&D A B O A B ♦ ♦ , s • r ♦ • ♦ f aYdQ • r H ♦ • D pwww *xm ♦ *70680 i ♦Ri90 •7ed0 , 0-m- l-RW QN40 41-VA t #MM WA • •IM *MW 4M3 07MA ♦ t70pe +70680 •7ft40 fWas1N90 t •10680 s t a ♦ ♦ ♦ 1 ♦ ♦ S t 9&1 ♦706dM.1 4140.t a 1 ♦ 1 YY r7No , • ♦ • ♦ *W a • ♦TN90 s -4 4W2 ♦7NeL0 ♦!4917 4424 ♦R7Ai6♦7N40.8 4148.4 -4W4-♦ 0 ♦}N. 0 y t • s , ♦ a7N ♦ s ♦70890 • w ♦ • 1 ♦ 4L0 4948 at4a8 ♦ 1 mKi ♦FBat •141&7 , s 74 *I" •70690 ♦ •90 ♦ •70!90 t ♦ ♦ s7N40 • •}8r?8 RI 4 *-AM L IV *WIN ONO qN ♦ ♦ a t t ♦7N-008 r • Tat -,1 z V 644 • ♦ d0 r ♦ .80 • ♦ tj 11THE WRIMNSWKHANDtN MUOYBE9ftRIM FRPM RttRlREf�It6R1N.E'RAh1EA .YTUBE "'ir3+3 PF4RlREYOR1tE�A�SSEL�I.YTI�£ � �'� z QA% RW* SERSHIAHCHCR5 1fOMDOW y S�SHEET84.488 amv OSffOtBgN FOR WIWOWANCHOR a 7tAE LOCAT�6BA10 E[ LQOATQWkWTIREL 3 t21►AN"M.4tiEEBHHET 1 Sr MNL 3FORANYAOEEBNEET pPt SFORNdYAtiC►TFOI9N. 1 3F�tANYA001T�NAi •A• ANCHOR$REVAUD i i e•• i i •e• ��t4 1�i FORTNi4MVI ADD94ti9HW FOR FRA48E • •• • • • • • ��� N`�L ( ri,� AWOMM ASSEBlHIYTNBE •• • • • • ••• • ��� `r�: SHS$ '•� 'i (4y,4PREO. "'�o>F�tr59oAt�-- i4b1F�4. • • • • • • • • e ,R •• ••• •• • • • •• `'�,•' •e• . ... • • ro • f 1 e ttr; :.. •• • . . • ��:. 8 SE ••• • �1t11trL1�t�ps. 8EE T 4 FOQ6AlHlIRtN1ACSANP1B.Cf�90IktAT�N3 PAJ68N0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: 3)7AW LAMI(3116 HS-.OW SG-3116 HS) SgtlmvcT R't �<a+�t7lse ai0.t�f tarda I�o91A•1 9)7/WLAMIIG:(3116"T-11,CAIR-3176"HS-.OWSG-3M6'HS) TAM W. 'SG-SUMWOLAOnMAVER SYiiUMMYA11WW.&M nB+a19aPmasuaTpafra811m•YArdos•,A9Asd•xtteaps � r w1w a 4r ssxr w i� ` W - 'm , T UH 'H9 +9dh t90/• +9Q4 a917•t4o +9or•470 +9drtJ0 »o • . 4mtm W ;wm A •w *w" w-m 1 +00 0 400. d90 f80M30 •97490 •MiX +90-M +901190 +90.190 �t""Long -4 I Stt m - V Ila +AY•EO -490 490 t90190 +901 +90190 +97190 + !! S!M ""1 sm 7r 1901.90 +901190 +90190 •90f.490 •4,90 •90.110 +90--110 •9719D e8090 +00- t90F +90• +90 LOCA IMSAS1.d$bFORNAFEIOVPANC44d<t 4 4 ; • . 19D 2)TABtONWNSI1)ANATYB. (� C(�� 41!• +901!0 a +97 + 19D +90f990 ORKOERIGENLYAS L0.YSE0RiEAtI£01�€RIICALIY a +9790 a . +90- •07190 �HOIEZ9HTALLYA88HOVVM. V z R t' Oo+19nPrxaroCn911vsA�edMsFm�aAeus�rAOs �1 W Amer Asdnt Ards• Aaeea6.vp Aa•Mt6nHp Anttort#aF Asetadro<p AMht6tap AnNnrQau� m9 I Al A9 A.0601S "a B A S 09:0 A B GAD A B ti 9 A a 0 © 0: Lt. +T016 . + -*WWAM . -4WW• r ♦ 90 u A • . +7d10 ♦ • 71000 —#M$— .S • +000w0 lcrl]I li! 90` MW • s 4 -a-MW MO +M s t • +70w0 fT-w0 • w0•1- *mw two -4ww fma t • •9190 • 111 WS •7084 + •701 4WO • .00 *MW two t s • •T790 fTm -W-m— f f • owal f a If. t70PW • t •70b 11160 • •TdF80 e + •7060 • t f • • •T0w0 + • • IL f70r61 t +9-I1A0 e70•60 e • f two •70R9D -ivw imm 0,040 ♦ f -mw f7gt00 {�I,lll OP twot ♦ • +7700 #ww Me ♦ + t s a7C60 Z 41a• *00 • 60 t70•m .7790 •T-/60 • •7swo • 47" L(�] U 109• •N199 • t a e70+ • • FEE ! I g N061 t • tTM.00 a � Li'�L 1JTH84VRt0 M WOTHANDHE OHTUAYSE 91MIM FRNJE IiORtZONTALFRAME ASSE4tS9 Y1U8E FIGURE FOR VERTMALFPAt EASSEMYTMw FPM FRAVE l�ma Y W9i0�VRAtXSfOR 6 SUBE Y FORV*aM�aANWM E04 n LOt:A MMANo LOCATIONSADID QVANi1T�S.SEESHEET T trJSt<X. 3FMANyAD nxM tV9t007d DWMWM 3FORANYA0o1Ti0NAl I 9Fi�tANYAD NAL N-CHQA$ 0 foR I FrM ..:FORTHEMYE AOWT10N10MMHDR v -0: i i i•i •• Owe •g• thRgO � � ��� •• ••• •• • • • •• • •• • • • • • • . Sg •• • • • ••• • f Jj�LY/�N� P.B. SEE SH@ffi9FORASpUOPlAt.8AV6�1.ffiCO? 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TABLE 13: d pe8npbessus�fayAdasaAttec>tedkeFq•sAttadt}NAe •M Q Q eaederts W%w I "aw 3?tA' 81" 4P o1w 04r AatOrc AWa Arch Amar Atha Aalar•t� ,Mo9erOgy AmdwQa'P home" r �•- Q)A6 Ak Al CSD A 9 C A 8 CAO A 8 08 m A S 0 N ffi Ti **60679 *61670 * a *8 ♦ +m8a8 sm7a tam 10 *681.70 *816 *m483 *8Nm6 *80Im0 }tCcU, 3r * 1m *e0m a *801m0 *60670 48040 *60679 *66670 *671.70 +SOF * •79 *81!•10 460670 +604.76 *6Om78 *81870 0670 *00670 *e0R0T m0 *60'696 ♦ .8 * e V *80l20 *80<m8 *861.70 70 466E 460676 .6 *b0e•76 4896» * *&W70 t 8 4 t60tdd *16FM * 10 *60168A6T 'Mag �l. lq• *6Vm1 *816001,10 AO *601 s60f6t -04A 11THEt4e�O1v3wr01N AtlO tlHGtlT 61RYBEe1406R7E0 J FII;IRiB FQRF{DRtZORTAL fRMABBEldO1.YT1J8E �0 FW1iREPdiLBRTICALfAAAif.'A3 .YTIRiE � �� tiVOMW01 PAS MAXWOMMANCHOR T81,488FOR _ I amwtmMI.4at•38 T � Ort FQRVM6QANIHHOHR VAR" AVMAWD LOCANAND Q HMMSEB ON � 3FOR ANY AOMTiM 3FQNMOWRDO7 OUflMSU ET E•T •• • • •• •• •••• `� ,j�111� ANCHORSpgp�gp FOR F ••• fORT1FRAA8 A8 ►ftlSF• •ASSE7BLYTE • • • • • • • fh' wmm P� �i °d • • •s i4l.�� A 7'6� St0•� 00 • ••• ✓, Vr :•��� • • i • i i ;YO�. 5tA -or SEE 87iEEs 4 T'mR ADATIONAL SAIArIE Tp3IS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 3.646 —►#4.124' +— ASSEMBLY DETAILS st� -,w so Aw 2 ' mr f ww _I FRAMEWA% Aw 1 S14L&JAMB EM�TUSE #M.6083-70 1#7004,8683 T8 lar r—jr Lf 2 ° �6 fmrI ItdTERWR - PIST.HOLECOVER (�)AIMHORF1ATE 70 AM"FLMM #7007.808;0 #7071.84183-T0 034.$083.78 TABIR 10; Bbm Q• # Oa#a1 81st 2 71771 An&mplate Fette 51881 8063T8A4anAw0w � .173 8707a w"al" Poem L 666 i kk 18 709 fraw1W 1 FYII t ",� Aw 91 1na 1a 4* aw #7038,808$•78 38 #7042.03-Ts 37 .#T058son-Ts 33 17u 1st 8bdc x1.714• i• spum s 957 . rRoaucrAsymu 9oEec 37 69140 6AR4 iBA4ea. ,1 .y5 38 UZ1 e,a>F Th Daft Fla 00 74 ,1 rr a s o�w !$ 39 128 Bid9 1n F141 Fwci70 ``���1y�1YMi1,yrrr�� • • • • • • • 30 8A9S11[coii `�� S;•4�,gySF•. �� • • • ate. A, To 134 WaftF41 BY 80&4TBAtun 71 7004 leneram imTe ''°' eto.387us �� ' • LM 5116118 twc►wncB T19ssNeer es exi pn5iv4sste4N91sst9M 9 1 ae1 lil 80M AND EX1'RUSIU�ISgoo J ROSOWSKI 9a n2xrvl,.v+,rnc a1 ,�sslsl� gwa lEd1NA1.ocy BYta• Tdrz aa« Ft4xatoer i'���� :"'4 as wox�mmo �I? D CASEMENT WINDOW DETAILS-LM 08!08112 `�IS+S�•....... Cys • n 3429.fm scMa 6tovaq tao x.. cmr.OF mm4.Poi-6i- 'CA-740 NT3 I 11 OF 11 MD-CA74OP-LM I A . . . . . . . . . . . .. .. . . . .• .. ... . . . ... 0 0 R Y Mt MSI E MfIAW DADS COUNTY • PRODUCT CONTROL SEC E[ON D TM]ENT OF REGULATORY AND ECONODUC RESOURCES(RER) 11305 SW 26 Street,Roan 208 BOAND CODE ADDENISMTION DIVISION T(786)315 2590 F(786)315-2599 N TICE Off'ACCEPTANCE OA .rw++.miamiaaa�.yv,�Aomy PG Industries 107 Technology Drive No h Venlce,FL 34275 SC PE: NOA is bemg.issued under the applicable rules and dations governing the use of constrUction 'els. The documentation submitted has been reviewed and accepted by Miami Z)ade County RIM - uct Controi Section to,be used in Miami Dade County and other areas where allowed by the Authority Msdiction(AHI). .�.. Thi NOA shall not be valid after the expiration date stated below. The Miami—1 COI%tx�+ioduc ..... Co trot Section(In Miami Dade County)and/or the AHJ(m areas other than h iah&l)tde County)seserve .• the right to have this product or material tested for quality assurance purposes. Ii`' produ&-of daterial...:. fail to perform in the accepted manner,the manufacturer will incur the expense otwcbtestiag and the AM immediately revoke, modify, or suspend the use of such product or material l ur then JVrh#ictiora • reserves the right to revoke this acceptance,if it is determined by Miami—Dade Cbturrty PrOduee Contrdli;•• S 'on that this product or material 1 fails to meet the requirements of the appiicablg tg code:"' ease* i T s product is approved as described herein, and has been designed to complyv .te Tlortd Buildup' '• • Co e,including the Nigh Velocity Hurricane Zone. i • • • SC>ttWnON:Series"CA-740"Out wing Aluminum Casement Window-�[..1ft �••••• PROVAL DOCUMENT: Drawing No. MD-CA740-LK titled "Casement Vincfow DAMO-LM & • sheets 1 through 10 of 10,dated 08/08/12,with revision.A dated 05/15/15,prepared by manufftcturer, si ed and sealed by Anthony Lyra Miller,P.E.,bearing the Adam'►—Dade County Product Control Revision p.with the Notice of Acceptance number and expiration date by the Miami-Dade County Product ntrol Section. SSIL.E IMPACT RATING:Large and Small Missile Impact Resistant FLING: Each unit shall bear a permanent label with the manor's name or logo, city, state, m x1ellseries, and following statement: "Miami-Dade County Product Control Approved,unless otherwise noted herein. 1WAL of this NOA shall be considered after a renewal application has been filed and has been no change in the applicable building code negatively affecting the performance of this prodt=L TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change the materials,use,andlor manufacture of the product or process.Misuse of this NOA as an endorsement any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tc comply with any section of this NOA shall be cause for termination and removal of NOA. VERTMEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and A flowed by the expiration date may be displayed.in advertising literature. If any portion of the NOA is d splayed,then it shall be dorm in its entirety. SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer. or its d stributors and shall be available for inspection at the job site at the request of the Building Official. is NOA revises NOA#112-1219M and consists of this page 1 and evidence pages E-1 and 13-2,as well as a royal document mentioned above. e submitted documentation was reviewed by Manuel Perez,P,ll:. r NoA No.15-0SI913 Expiration Date: A,pr011.2018 • Approval Date: duly 16 2015 PG1 Industries NgnQ OF ACCEPTANCE: KIDE SUBMMITT77'ED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under previous Nl1A No. 12.1218119,j 2. Drawing No.MD-CA740-LM,titled"Casement Vtmdow Details--LM&SW, sheets I through I0 of 10,dated 08/08/12,wRth revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,.P.E. ' i B. TESTS 1. Test reports on. 1)Air Infiltration Test,per FBC,TAS 202-94 •••••• 2)Uniform Static Air Pressure Test,Loading b r 1W,TA,S 2M-94 •••• • 3)Water Resistance Test,per FBC,TAS 2(d--!H.... •f.•. 000000 4)Large Missile Impact Test per FBC,TAS ZQL%%. 0 Cyclic in Pressure Lo per FBC,T4 ;94 1:• 0 0 .6060. 6)Forced Entry Test,per FBC 2411.3.2.1,and TM 202-94 •• 41069 along with marked-up drawings and installation diagram of a sHWCA740&WAving 0 0 0 0 aluminum casement window,prepared by Fenestration Testing Lplipmry,]i'r1c.Test 6 6 6 6 ReportNo.M,-7065,darted 10/05/12,signed and sealed by Maaalln:7.Brinson,P.E.....;. 6666.. (Submitted under previous NOA No.12-121&49) 0•• :0 60 0 66 . 666. 6 6 C. CALCULATIONS 00 6 1. Anchor verification calculations and structural analysis,complying with FSC-Sth Edition(2014),dated 05/1.6115,prepared by m�unu£acturer,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 Ameriea,Inc.for their "Kuraray Butaciteg PVB Class Interlayer"dated NOW,expiring on 12/11/15. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "JKuraray SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. I nu rez,PX l�rodnct Cont oI rammer y NOA No. 5-4519.13 Expiration Date. April 11,2018 Approval Dates July 16 2015 E-1 ' PG Indpt es NOTICE OF ACCEPTANCE: EVIDERtCE SU$MYZTED F. STATEMENTS 1. Statement letter of conformance, complying with RBC-51 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 Mille,P.E. G. OTEERS 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 04/1149-%nd expiring on 04/11/1.5. 0.00 0.00•• • • 000.00 •• 00 0000•0• 0.00.0 0 0 0 0000 0 00 0 .0.00• 000• 0 00 00000 0000.0 ••0• •0•••• !� 0 0 1 •• 00 0000 00,90•0 00.000 0 0 0 0 0 • 0.000 •• • • 000.0 • • i • t 1 Manuel ez,P.E. . Product Contr ] aaminer NOA No. 519.1.3 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 6H8'UImus Y WJCLt7ED GLASSISIM GENERAL NOTES.SERIES 740SPRESSM HAIM lt1PhG7 RATING �mTrsur�m�va ,orrs�YxuwvaY 1j VAPROOIFCTIiASBEEN aTE8T97TOtx9A1pIYYYRW7liE SEE=. 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(OLO) j / 28 OROYER + IASHMAWRECUIREDATBAtS1AIRNIORLOCATIONY TI PF�OUOT� / s �L 3 NOTi'LUSHTOTHESUBSTRATB.USECAPABLEOPOVISFERRtING H r 31 6O 31 60 APPLSOLOAOS.MOOD SUM aYOTHERS.I�T6£SUI MNENRYAMIORED TOREOMTLOADSWWEDONW MSYTHEY4NDOV4 / V 32 71IOE8IG4 PRTESSum- GLASS TYPES 4&5 CLAW TYPES 8&7 A NEOATWE DESM LO DS BASED ONSYRUCTIAAtAOYCLETESTPREB 8IRA OSO8NWLMMWD BPOSI7lV9DESMLOADS BASED ONWATER TEST FASSTUCYURA4Lmv= ` CYCLE TESTPRESSRN1E.fRA6tEANAlY8I8AN0(NA4SPERASTFAEt300. 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SLqwRX22 23 d T v- �•,�' p 20 SHEET 4. � + •, 0 a soOADEAPPROVED / woe ` •• 19 a4 AUAQN % a Q IT♦ANCE ' ; racvoraana ea 99 39 OR STEELISM ATTAOHSOTO -- �'• �� 8Z 82 kTrACKOTOYENTSU 36-37 at PRA EJAMS C 1a 1 2d �— VWLELWHTVWpRN(ITL.0) 3 8 83 FOR SHUBSERREOU1REtAErM a A� �o r sEETAaLea,sETa ACOON yyya L42 FLAHOEGHM HORIZONTAL SECTION A A 81 11 SEE�OW..•.— Etil�ssFORNiMB: �ANB WOTH,YYA$HHtl16E:vANOOVYWIQTH-13•N2 How I VTUBUs 14 10 1jLtOIt1YSUSSTRATE•APPAOPR8ITEIN WARE "Mo"L TE00NTA8U33SNEET4.iUHT FOLLOWEMSE�tEPil'AIMEDO& EU AWRONAIBIBTALLATIONOW OISTAHCELIM(M NYVIStAUATION 1y.MAX ANCHORSU VREEOTOBE V OTH:WlNOOWVAOTH•T Irai( ff OPTION SHOWNMAYSEUMORARY 08TALLEGUYtOUSNYM )�iN)NT:VNIMMHEIGHT-T SS�OF RIE l VVINOM FRAMES AT WMAX AITAMM FROM EACH S IDE OF TTIS FRAW TOFWQ8 2)ALLW000 IfSt£SSTNANi•11L' ASSEMBLYTMOENE�&9E TTBfSfARETOBE00E[ OUt cam, SEErABLEICHt ATTACH0010 C INSTALLAT101M IXWOOOSUCRSARE 4/ FRAME fA� DW=MVTOStlBVRAV-VVOOO X= —«) . f0`MNI AdgatdA+adonRi@Nndeallo?< OEMCTEOASUAREI-iArT WOR - sSEEOETA9 A?.BELOY! 8I6oWtI•Iuoo s� ATTVENT OM SHALSE VES1O ROTOPR�I.Y AND2XBlJMVMMVM) g YWrkw Aeoha L vm A e C&D TRANSFER LOADS TO THE STRllCTURE. 82 P000SUCKOESIMAN0 INSTALL MON 23-R9' 0 I ISTIac RESPONSISHMOF TM ENONHEER ' SV43B 39 031 oRARCFBTECT OF FECORO.MAX9M7JA 1T BMTHOCNESS10BEU4•, HeW A 080 21 Ea 20 18 to DEDETAILu A2 A2 t � Al Sae+ "odds ♦ AccWlaecsRto iS�OSia•13 �e �SO� •• ••• • • • • •• ante QAiB 1 1a 84SURNOTEZ i `�V �1MlM�I, i,• • • OMe R TIN SHORT. • a `ii• ��i • Rewe Atusoe w tWMAs Ah No seTo9 LRA 5J4514S ROwAmTIS mwff .•,. .,,i' E, , ,T .•. ,�' • CROSS SECTIONS&INSTALLATION J ROSOWSM PERANCHOR • . • . 6, `•, • `• ,oma fuOSY ta• •• •• sa vP.: s'.� TCCICN.FL aa2Ts CASEMENT WINDOW DETAILS-LM&SM 08/08142 •Pi.BOX 1329 INSTALLATION OPTION 3 VERTiGAt SECTION 6-B •• • '�,, s� n~{,t %%� . . 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TM IF0 0 $Q o Ow0 0-0 ti_ gg Al A9 AB A9 5 A.080JA8 060 A S 06D 10 UpX LOCAU OiT8 NOOM Vf 689O M n W44t 3 ** *040 r *8490 t i * *080 +7080 + 4 t 80 $PWA>NBAl�0W1NTOT0!8 88680 87 o6 20ww- *840 *7080 +7080 • •• A�IOR 3PCMOANYAOD1Ti0NALANpi0R8 +7060 +7080 .1040 9690 +IOf60 * ♦ 80 AODIfi0tb11 R80181i80FOs07F1EFRAMEA898JY 88318 *7ffi80 *7080 t ♦m180 r?080 +I08D 1bi8Dt�,44 +70F60 *W8p t a70180 *70180 +?080 ig4p ;TWBD • + i•i ���pZ1�1ymu d`(F*7140 O W40 *7040 +7080 *080 *080 47080 eTW40 +7040 +70180 ♦78148+ ' ••+?080 *040 +7040 +7040 +?006 7W0n8 +7045.8 • 0 * 0 80A+7080 17040 +7040 4?W6i4 *7W8i2a79f84 +7W4i *792749 +70M *0X99S8t8016f18184fC�VI YAIOCF�lt r$705 IACATA0�01k4N?1T6 8 811B80tT+?8190 *7080 +7W446 t7WMA -66140 480X0 0144 +80884 •80879 +804is +8047.6 3FORAWADMONALANCHM I6' t7Y90 *?p149 tf9t493 +?W78I t8W6i4 +80475 +801.06.5 -80P533+ 43S +BW86A •i i1q:� TVj FPAAMA Y 8i' t77t� *7080 e7p1413 +801X0 t8W41.8 +8040.8 •TUOE.• s • • i n ••• t• t ••• i•• ••• �� 4 6�OR i7F0413. P ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE tr. FOR GLASS TYPES: PRODWFUVOM 13++w» tx YNndew4,A9 Agr>torflra•4 8)JAr LAMI.IG:(518°AN-114'AIR-3!18"AN-OGO'SG-3/18°AN) t o v 77As toM ar Mew 2T,V4' 80'+�'134 +904 498 +88F/30 + t +8M 536 +86 130 Rmw 28.18118' +946,80 a8W430 +986,30 4806150 Jr806430 +806130 4906130 383x8' 4806130 49W-130 +806130 +9W-188 "W-130 OW-130 4801 M dr +806490 #W-t30 4906430 4906130 +806130 +806130 4804-130 8051! +WlW 4801-M 4806410 +8diS0 :801.130 4806138 4804.130 W 8G +84f130 +9W490 +946130 4WIN 4904480 +801430 +8W430 HEIQ 6F � J� 83! *W.= 4804.498 "41-M 1 4906430 +s46136 4401-180 +806130 72• +906434 +904-130 4806180 I +394.190 430=138 490'6120.8 "W-I18.7 f/1 YB• +806138 +804•!84 +BQt 130 +80=180 4806i?d2 +8W-N8.7 +904.108,8 ._�,,Y1�0NV� � QQ 86' +80680 4846196 +906130 +846190 +0061188 Wblll $t!WW WANCHOR LOCATKMANDQUVMTE& T d O oww pm991 oofc(Vr4 dm Abdied log Y2Aicat FeamOAss=W Tde 0 (L�� 00•-- !� Y7lad0C4WbaA 461 W O wwww 4645 27314' g to QQ.•• LL]] Aati1 GW.V Aodut6ra0F AR" Aabw A0c79m87a10 AndarOtanp A 11 C O A 8 Cd0 8 AC&D A B C8O A 8 C8D B CdDJA 8 C8D OL+Lf 90dW23' +7040 478180 +70156 *TW40 +70450 +70690 +704.00 +x0440 +790!90 470144 +70'90 +11x90 +78440 +70180 4701 + +TW462515118' +7N40 +70600 +TW90 474498 47&40 +70150 +W40 +70190 +7W 9p 47058 +7W90 +7x40 +1" 47x50 471 +78450+70440 479181 +7&690 +W4)9 *78440 +7W40 +78450 :78190Y IB' +79173.4 41-841 +7496 +79198 +1$18 +7Gt90 +74740 +74440 +7850 +70440 s7068L8 +70490 +79440 r +79487& +TCr889 470150*TW40 +7840 +6814 +78190 +74140 470V50 +7020 +T0F90 +74*4S2 +79450 + 446 +70690 +00190 +7017 2 +70458 di 80^ +191-5 4668.8 +7014!7 +79444 +Me +70181.3 +Va 474.78.8 +70496 +7240.8 +784.702 *W IN +7O610W3 :796788 +70440 +29(762 +7x40 +70171.2 :78490 Z +7 6 +294 T +7&97171 +1�8 +70775 +70600 +�t.72S +TWA +7&x63 44888 + :706788 +706769 +70490 47&.718 :78190 +7&466 +R8L8 + 90 FSOM W MAX «{ A88F�Y 7�'' T1l8E 7A�F t i Oa�g1He0•t•0>a9forY�dsAgBOAeAbatWAn�dFrenaeAs+emN771Aa 1— wommA3IaS Yw&N 178100 M 9�Y 1� �ffi� Ceaer23' 28+181/6' 27+514' I 30' WP � Now TWE t Ambw AaWwW Al or And9et A9daot keW Am W� Atrohoro" 511L� +[Tt Atx a3E 0WJP amw a" ftP W OAAR AVORM 3F ff 4 i 9 AB A8 AB B 1.480 A B COLO A B C d 0 77EE OMTS 4 5 4 F0}2►Y 0111ANgi0R RAWA ttn4et23' +70440 x7&40 + +77796 a 1 +7q + a •4815 470446 + d 70190 • • ANLOCA110NSANDQUAIMM&8E8GMT 28•WW +7W40 +70140 *M-W +TW90 +704.90 +70188 +791868 ;70140 +78190 OWN +78,40• •x04+6 • • (4}8 REC RECUMOF C77f00PRAi1 8 � 11(tPp l�� • • REQIl9tE014�6 1118 FRAO3E A8SFA18LY 30:818' s70F90 +741770 +77790 +74190 +74190 +78180 +290880 #M40 Mm + •• • TUBE• .�� t�•'�ER�'., �i 48' +7014+9 QW40 H" +74180 +74:90 +74140 :70446 e7Q690 x7{790 178448 +70080• • • WtND7A1t • 88 Bt8 +NM *74490 470690 *70&80 470440 +74"410 +78448 aMW 48498 *Tmdrww • ••• tEIN?TN 416 No 68708 '416 W +7.7180 +78140 +70690 +7N40 +140 OW40 *000 +Mw 474400 +70'90 +70490 +70848 8EE8NEET6184FORWWMWANMM a 470690 +70140 +701®0 +040 41&.2 476!40 +74190 1 +040 1 +W90 1 470450 +74140 x70190 LOCAT�NSAND4UANT171E&7�E86O67 3FORANYADDtT10NALARCHM %V 77 +70190 aTg490 +70/40 :70190 +70440 +70496 +40690 :71790 4TOt� 474148 o4lmm +IOf� RECURRAOFONTNEFR"A88 .Y �: 3/ �E S +70490 47&80 :78440 470140 +7N40 47&50 tY0F8D +76180 + Wt.• • • ,p �i' {y} apyl0 x717690 x70680 +70190 +70186 47&.90 •• • • • • • i i %t��'.<c>RWA.• �`��• •• • • • i•• ••• �/it 7/pAf,A.31% 1)S£E 4FORADR�i6A7.77At1RE70otaF701A4AT904teg. At�dSl .1t8. 198W$MT4FORSW=R B. P8Jd0J04 ••• • • • • ••• • • • • • • • • • • • • • •• •• • t • •• •• ••• • 0 • 000 • • v tem t.tzr 1 ttm a � taetedel ASSEMBLY DETAILS --�-j jamb 80B3TTfAlxm twd3 AW 2 7011 Pith 80e YSAWm 3 7003 T McRaii 6003.18Ahm Aer Y.TOt' A 7008 FinaComr Ned 4 NC1+6. 5 7009 WComr 8 f,t per• ,A S 7078 Fffimsatket {_ 2 2AW Ar 7 7N2 S�hCorrutfeubt �Foeta t� 8 7070 BaMWeatbenft .ur3(.27r Fix PVC 70 FRAME 10 M Kds•Polrt L0Ck SASH FRAME HEAD. ( WHTOP, 71 sw / 8s L&JAMB `J 80TTOM StI ASSEMBLY fU$E u 7M hW-to*Keaw AS ritiCtlptEDr+&R Y CORNERS #100z.�t-yrs wookeoems s�004.6063-Ts 13 ?m TN Beradit we TAKF 3,tBiEET 4 $ 14 11e AU a 1 B' +1 16 715 7i1� 1111+1 Std WW)- ° 030' ►�•+t-4.600 Y2(s� � 027 d &ed �[ 17 T00B opmorealket VW F"mT 18 7B11 Piste a" T ow J -T l9 705i 0 rotor rBtdt Nix 3 FD(EO •w M2 gworobt Btu �hMM DATE SCREEN FRAME MPM FIANtiE 21 7033 orTm&&swff"Arm t 2 f707t�s083-T8 7008.eo83-Ts 7� +7134.6013-T6 22 7M3 fW9Ul*r4Gftff0UKM&nufkjTmldhl 8te1 23 7050 a an mattto byTttttlt 8ted 5 24 Set&Txtr And•blootttit 51 O &aei OS6' tae3e� 32 1713 Btdc x lVXi• 4° EPOM pa i714 Lsom Black Aw x W—V it ilm EPMA 1 [ Aw SS 7096 IMM%adB 60q•TSAPUL 86 7042 letdBeadc 8MY$Akxa 377059 BeadO 38 3215Fin � f DEAD B SEAQ 6 FtaaF1/C70 #7038.6083-T8 #7042.8083•T8 so DawORN60eSKWA INTERIOR 60 7006 is" 1054414Aicfa .f7Y' 61 mtC 62 Saeendoih F> � 64 310 ween BtY�oO Sted 70 l34 Aam&W SWUM= 71 7004 frmAgirTaby 4033- Alm 8EA0 n W x Ph.P&maar sm s Stlmm"d CORNERS 37 808'J•T6 Pxot>ueraewsBn . e:comowt0t0toFa 81std 1157 x rPh.PO E5°o11q Sk4�deasa" 1tttrtrrrr Na 08xT f1.P6.3dttS md ••• ••: •.� ,pt�... G/ e: aarua,ae lsrto 1!t 8608xi"fl.Ph. •• •: I:�� ar4rs► �'• r 85 UXI%4vwppsw • • a • • • % a te: tte�arenA 86 iCl• Pe5hffi 8th Sts •• ••• i an. •P1o.l0706 • LM 611$116 MOCtTiBs&HeET 87 alOx Pb TEK sskdae Siad BlaZ4x 18'PhPaTlP[F Sy. 'f7rBOI+A AND CORNER VIEWS J ROSOWSKI 9B 812x1'PAPaTEiC 8bdatesa Siad •.• •.• Q!• • SLR• 1070 TECHtrOtOGY OtnVE Taosnow '.: : . •;.�R�;� P.O.: w x";�75 CASEMENT WINDOW DETAILS-LM&SM 08/08112 :r�� •` Noxom:ft 34274 Scofz rtrrFt y: •.• aunYa suu�tPe cm.oF mm.129m CA-740 t NTS 10 OF 10 MD-CA740-LM A 1 MIAMI• NAAMI DADS COUNTY Welfill,kno PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streak,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wcvvmlamlaadeaov�ecuaamy PGT Industries 1470 Technology Drive North Venice,FL 34275 SCOPIC: 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 REEL - 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 blow. 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 assruance 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"MR-710"Aluminum Horizontal Rolling Window-L)VI.>(: APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontar IN?* Windbty,Impact",•". sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14115,prepare,�1H manufWttgcr,signed...: and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Prodttpt PoMrol jee len stagpp... with the Notice of Acceptance number and expiration date by the Miami-Dadaj�ornrty Prod"Cont1:. Section. .. .. .... ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. •• •: ....�. LABELING: Each unit shall bear a permanent label with the manufacturer's,name or lcWodfy, state, . modellseries, and following statement: "Miami-Dade County Product Control Apparoved", unkvs-otherwWo': 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. TFMAMATION 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-dude 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 manufactures or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists ofthis page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.09 wnarra,, a cour�mr� Expiration Date: December 21,2021 7 f j1� Approval Date:.July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07.0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact",sheets 1 ' through 11 of 11,dated 02128/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5330,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 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- • . .... ...... ..4)Large Missile Impact Test per FBC,TAS MV94 . . .' 5) Cyclic Wind Pressure Loading per FBC,TAS,P03-94 •••••: ••••:• 6)Forced Entry Test,per FBC 2411.3.2.1,TAS'202-94 :....; along with marked-up drawings and installation diagram of an XOX alun}fncjr .....• horizontal sliding window,prepared by Fenestration Testing LaWadory,Inc..Test ..:..' Report No.FT1-4858,dated 03/08/06,signed and sealed by Ediarrrdo Largaespada,•••••• P.E. ...... . . . . ...... (Submitted under NOA No.06-0405.06) •••••• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294..'•: ;••••; 2)Uniform Static Air Pressure Test,Loading per FBC TAB Nk-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC;TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked up drawings and installation diagram of an XOX aluminum I horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F n,4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Mannel P P.E. Product Control miner NOA No.IS-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 ti PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-So' Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite S PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS . . .... ...... 1. Statement letter of conformance, complying with FBC-5&FAW&X2014}, dated May .• 16,2015,issued by manufacturer,signed and sealed by A.Lya&Wer,If Ee'•: 000000 2. Statement letter of no financial interest, dated May 16, 2015,int} by martu£acture 000 signed and sealed by A.Lynn Miller,P.E. •00*0 00 • '• ' 3. Laboratory compliance letter for Test Report No.FTL-5330,;mrA by Fenn*016on..;.0• Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by-Col6s S.Rfoxda,P.E.•••0• (Submitted under NOA No. 07-0815.09) •'•••• • . . 4. Laboratory compliance letter for Test Reports No-FTL485P ang"486% issula by Fenestration Testing Laboratory, Inc., dated 03/08/06-,.&W and,seated 1yy••; Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No.11-1114.04,issued to PGT Industries for their Series "HR-7 10"Aluminum Horizontal Sliding Window-L.M.I., approved on 02/16/12 and expiring on 12121/16. Man el P P.E. Product Control Wminer NOA No.IS-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS SEE RETAILS ON SHEET 2L FOR INSTALLATION ABOVE 30 FT.GLASS TYPES G THRU L MUST HAVE A QED MASS CAP. KURARAY BUTACITE PVBINTERLAYER A 6111-1 AM1 CON8ST1NCi OF(2}UTES 118°NNfPEALED GLASS WITH A.01 "PVB"INL ERLA or SAFLEX®PVB INTERLAYER BY B.td10-LAMI OONSISTING OF(1)LITE OF U8"ANNEALED GLASS AND(1)LITE OF 1fi"HEAT STRENGTHENED GLASS WITH A AW I-A-INTERLAYER. EASTMAN CHEMICAL COMPANY C.8118'LAMI CONSISTING OF(2)LITES OF 11f FEAT STRENGTHENED GLASS WITH A AV"PVB"INTERLAYER D.7/78"LAMI CONSISTING OF(2)LITES OF 311ir ANNEALED GLASS WITH A MV"PVB`INTERLAYER. E.7118"LAW CONSISTING OF(1)LITE OF 3M8"ANNEALED GLASS AND(1)LITE OF 3f18'HEAT STRENGTHENED GLASS WITH A AW"PVW INTERLAYER. F.7118'LAW CONSISTING OF(2)LITES OF 311HEAT STRENGTHENED GLASS WITH A Ate'WW INTERLAYER. NOA DRAWING MAP 8` 3RIEE1' G.13M8"LAMI IG:(1)LITE OF 118"OR 3M8"ANNEALED(AIN.)GLASS.SMIr OR 3G'AIR SPACE AND 6118"LANA GENERANOTE&»...••....1 CONSISTING OF(2)LITES OF 1f"ANNEALED GLASS WITH A.080"PVW INTERLAYER GLAZING DETAILS—...»,.2 DESIGN PRESSURES...»..3 H.13118"LAM 10:(1)LITE OF IV OR 3118`ANNEALED(AIN.)GLASS.Sfib°OR 3B"AIR SPACE AND 6118'LALI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE ELEVATIONS---4 OF 118"HEAT STIMMrHENED GLASS WITH A AW"PVB"INTERLAYER `VERT.SECTIOW.».»•'»»6 HORIZ.SECTIONS--8 1.13M0-LAMI Ki:(1)LITE OF IE`OR 3110-ANNEALED(MIK)GLASS.6118"OR 316'AIRSPACE AND 6118"LAM PARTS LST »»..»»».»»6 CONSIST=OF(2)LITES OF IV HEAT STRENGTHENIED GLASS WITH A MV"PVB"INTERLAYER. EXTRUSIONS---.7 CORNER DETAIL...».»»»»6 J.13M8`LAND Kk(1)LITE OF Ifir OR3M6"ANNEALED(MIN.)GLASS.3M8`OR 1I4`AIR SPACE AND 7116°LAW E..»—.»»..—8-11 CONSISTING 01-(2)UTIE8 OF 3118"ANNEALED GLASS WITH A AW-PVB`INTERLAYER K.13M8`LAMI KNk(1)LITE OF Iff OR 3118`ANNEALED(SNI•)GLASS,3MS"OR IW AIR SPACE AND 716'LAW CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A OW"PVW INTERLAYER. L 13M8"LAMI IG;(1)LITE OF IV OR 3M8`ANNEALED(AIN.)GUM,3M8"OR VC AIR SPACE AND 7118"LANI CONSISTING OF(2)LITES OF 3MW HEAT STRENGTHENED GLASS WITH AASM"PVL"INTERLAYER 2.C0NFIGURAT IONS:.96 M XOX &DESIGN PRESSURES:(SEE TABLES.SHEET 3) ANEGATNE DESIGN LOWS BASED ON TESTED PRESSURE AND OL 488 TABLES ASTM E 1300. All POSITIVE DESIGN LOADS BASE?ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300- 4.ANCHORAGE:THE 331/31A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRAT.WE SHEETS 8 THROUGH 11 FORANCHORAQE DETAILS. IL SHUTTERS ARE NOT REQUIRED. @ROm;CrRwmo as "a bel &FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. p plp T.REFERENCES:TEST REPORTS FTI.-4W FTL480 AND FTL 4=. ELOO TEXTRON NOAS ® ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL &THIS PRODUCT HAS BEEN DESKGIED&TESTED TO COMPLY WITH THE ROPMEMb(r T fE INIC UDiNG THE HIGH VELOCITY AHURRICAPE ZONE""I • • •• • • • • • ��� iii a FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G•L$WALL"A A jr jgAF .G0%ASt .Bgp?M OP AND ANCHOR QUANTITY REMAIN UNCkANGED• `,� 17 :' No.60705 it st OWN F N II ABQ uwn m • •• Li • :� raprrowar:00 anna' • 7F5 %Q�`mmomw um km RaataP: AA 1 Fe0ssDlot>t •• ►>ice w sus• • ALUbL l,�7RJZOA1i/IL ROLLER yI Y SACT �''�;rSS...... A& PEI A Hi(01P N7 W f=Zva.e�ottsm w a�i�AAtit�k`aff umv MOM remwLpe R 3a¢ra V Aww Z; ARS ! e 11 4117.10 F P.ensm ..K [t 71 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • -m KURARAY BUTAGT p1B INTERLAYER ® or SARIEX PVS INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY ire NOM. Iff Nom. a 53 GLASS SrrE 55 GLASS SITE (ALL SECTIO 51 60,61,62 61 63,64,85 1/8"ANNEALED ON GLASS 3H8"ANNEALED OR HEAT STRENGTHENED GLASS oso PVB BNTERLAYdt .090 PVS INTERLAYER 116"ANNEALED GLASS 3H8'ANNEALED OR HEAT STRENGTHENED GLASS SHO'NOM. TH6"LAMINATED 51160 LAMINATED GLASS 7118°LAMINATED GLASS 21 60 2160 ire Nom. IR"NOM. 59 GLASS SrTE $9 GLASS SITE 52 a w. 88,87,68,89,70,71 72,73,74,75,76,77 AiAr ANNEALED OR HEAT STRENGTHENED GLASS 3110"ANNEALED OR HEAT STRENGTHENED GLASS > ( 9 i 080 PVB NTERLAYER ADO PVS BNTERLAYER BY 1AT`ANNEALED OR HEAT STRENGTHEN D GLASS 9/15`ANNEALED OR HEAT STRENGTHENED GLASS 6116"LAMINATED =TIO"LAMINATED SHO°OR WAItSPACE 3118"OR 1M"AIR SPACE 118°OR 3HG"ANNEALED OR TEM & i ••• 1AT'or 3V16"ANNEALED OR TEMPERED GLASS iSMS'NOM, * • •• • • • • 19116'POM. • •• • • ��� (LYNN 1Ll '�i� 13116°LAMI IG GLASS W/5118°LAMI ••• ••s ••i ••j2l1(C"UMI 14GLASS W/7/18"LAMi p�`,)O sE.41, No.58705 AFOR INSTALLATION IN THE HYNZ ABOVE 30 F7,CilA88 TYPES O-L SHALL HAV�D LGrWASS CAP.OTH IM OP AID ANCHOR QUANTITY TO REMAIN UNCH NGED. clla arlwls 'F I mqaw�ttr>tualBRRtw acrr> ItNC=FL%4 • • • • wnrm. DETAGl.S •.,Ito off.• G� R,IL Garr t B TF68 • Tom Nown OLMO,• • Alum HORIZONTAL ROLLER WAV PACT �''%rs,S/OtdA�. •� 85 11 D 10 CAP 7089 sNFrAom A. L A`PA Pic f218A>r9 > mer WWf9 AO 2 a 11 4117-10 F P.•oom • • • • 41 • TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FII WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE w 88 318- 48- 30 318" 34- 80- 83- 84' AAAH +80.0 -60.0 +60.0 1 40.0 +w.0 I •80.0 +80.0 460.0 +60.0 4EI.0 +60.0 60.0 +80.0 -80.0 •x•60.0 -80.0 A A,B,G,H +80.0 -60.0 +60.0 I +60.0 -MO +60.0 •80.0 +60.0 -80.0 +60.0 •60.0 +88.8 -58.8 +58.2 -88Z FOR MSTALLATEOIIN 160 3fr A,B4O,H +80.0 460.0 t+.60.0 -80.0 +60.0 410.0 +80 0 4M.0 +60.0 80.0 +80.0 80.0 +652 -882 +82 3 -82 3 THE HVHZ ABOVE 30 108- A 8 G,H +60.0 430.0 -80.0 +60.0 -80.0 +80.0 -MO +60.0 4EI.0 +80.0 80.0 +84.8 -84.8 +81,7 431.7 L GLASSLHAVE ES G- r t FT, HAVE A 111- A,B,GM +60.0 -60.0 •80,0 +60.0 4910 +80.0 -60.0 +80.0 4EI.0 +89.8 -89.8 +83.8 -83.6 +50.9 80.9 TEED LG.GLASS BOTH THE DP UP TO 111- C.1 +80 0 410.0 AM ANCHOR UP TO 11110 D,E,F, QUANTITYREMAIN +78.0 -75.0 1 UNCHANGED. TABLE 2 XOX(115,118 M)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FMN WINDOWS W/SAME DLO ARE V SMALLER) WLIfNDOW w-mal WmDo W HEIGHT WIDTH TYPE ALL HEIGHTS LIP TO 33" 10 M 7118- O',I TO 88 Th8- DEF, +78A Tb.O JX,L TABLE 3. OX ANq_jj0fkANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS Wl SAME DLO ARE 1-SMALLER) WINDOW GLASS WINDOW HEIGHT- WIDTH TYPE 28- 38- 38 3Z-75.0 48- 80 318-r. 34 or A,B,G H +78.0 78.0 +78.0 -78.0 +76 00 +7G0 78 0 78.0 TS +78.0 78.0 +78,0 78.0 +78.0 -78.0 ti F �" ABG H +78.0 78.0 +75.0 78.0 +78.00 +78 O 78.0 +78.0 78.0 +78.0 78.0 +742 74 2 +702 -70.2 ow 72- A,B,G,H +76.0 78.0 +78.0 -78.0 +75.0 +78.0 78.0 +75.0 78.0 +750 780 +696 4EI8 +602 -602 7 A 8,C3,H +78.0 78.0 +78.0 78.0 5 00 +78 0 78 0 +78.0 76.0 +78.0 78.0 +60.1 -86.1 .8 433 ' NO "0° °D� 4I UP TO T4" C'�'E jK L' K +78.0 78.0 GLASS TYPES:TEST IEPORT F rL 4860(XOX),M 4M(OX&XO)AND FTL43M 5118°LAMI. 1/8-A .060,1/8°A) Q 13118A LAMI IG-V%P%%lrA W.j#118"•0I&3ffoVR SPACE,8118-LAAMM-(1/8-A,.090,16°) 8/18-LAMI-(118-A,.090,118-HS) H 93/�"LAMI� �'O -1R 3/�"A•�1.�'883✓$"A1R SPACE,8118-IAMI-(1�-A,. 0,918-HS) C.6/16-LAMI-(1/L3"HS,.0,118-HS) L 13118-LAMI IG-imPeR Af-Ai(Mad.jjMlwM -*i SPACE,8/18-LAM)-(lwm,.090,1/8'718) D.7/18'LAMI-(3fW A,.090,3118-A) J.13/18-LAMI 10-I OR Vil-A(AkV i/18-WI SPACE,7/18°LAMI-(9/•16 A, M.3/18-A) E.7/18-LAMI-(3/i6'r A-090,3118-HS) K•13fW LAMI 104M OR 3/18-A(MIN.13118.OR 1/49 SPACE,711W LAMI-018-A,.090,3/10m) = Na 587 F.7116-LAMI- 18-H8,.090,3/18-HS L-13/18''LAMI S/10V- IN S'OR'W4-SRAC E,T/18-LAMI- 16-H8,.090,3118-H8 - LM QM amsYFR9PTA db tAlt7/►1 8 t7Hf$ T N FL3&i8 i�CCS'FtORtOP• ��� F.Q •"ft.- XM HORMONTAL ROLLER_TNDO/I 7lRr'AC 11;JA WPMHRS I'MIS +ft 49Sl-40 F •C n V� • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • 273V 2734r 273fr MAX.DLO 64 BMS`MAX DLO FDW MAX.DLO MAX.DLO 1 1 VENT VENT FAD D D 9 j 6 B B / X 0 X X 0 x 110'MAX.WIDTH I.F.FRAME H38 Tmr MAX.WIDTH I.F.FRAM —111'MAX.WWTH FLANGE FRAM IB T/18"MAX NNDTH FLANGE FRAME DETAIL B-XOX(1/4-1124/4) DETAIL C-XOX(1/3-1/3-1/3) DOTE: 33 SMS"MAX. 334110"MAX. 1.SEE SHEET 8 FOR VERTICALAND HORIZONTAL SECTION DETAILS. DLO FIXED c DLO VENT SEALANT OR GASKET Or MAX AT HEAD AND SIU. FLANGE PA J I A FRAMEMAX ALL 18 �, I w cALL oven 8T 3� / MAX 16 V.FRAM wromcrRevuM MAX , DLOALL vftdm DLO ALL F%ED VEMTS B2°MAX. me a LITE8 I.F.FRAME O I X AL CONFIG. I •• ••• • • • • •• 1 All• • • • 13 FLANGE FRAME 4YNN Q4�'�i;'i • • • T3`MAX.WIDTH jry • • ••• i i ••• ����; UsF •FP �. NIE{N D-D 74•MAX.WIDTH FLANGE FRAM ^>c IS (FRAME CORNER CONSTRUCTION)A. XQz _ No.4sr05 • -0 7VAN t5 cia: c as F tTN(9& T All' • • ••• • EVATIaUB =�c, sTM F �;v` immaw am fOH7N1 8 MO TJ08 •• • � S,•......... `V�; ND TFUs r •• • • «P+ • AUAL ONTAL ROLLER VVlIVOOW SACT ''�.;5/G1 �� aaFtn Vlelbb9rxer —;m— NIS 4 a 11 4127-f8 F a� ng FJL .GR S8 • •• •• ••• ••• •• •• WERIOR 3T 32 36 39 1 22 Q Q 16 2 EX ERIOR INTERIOR 13 21 MAx VENT O.o I-- MAX FVEG DLO Max [Lo MAX.WWH(FLANGE FRAME) EXTERK)R 19 SECTION B-B 0 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HMAX INTBRIOR 17 32 37 39 FLANGE FRAME MAX VENT oto Q 16 MAX FDCED CLO I 22 MAX. L E FD MO --• MAX VENT DLD 43 11"- MAX.WITH{I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22FO7 41 22 MOM= o 2 Ila 12 24 EXTERIOR INTERIOR 7 21 7 �• • • u 0 0 •00 • • ^ra •. tM3F �i 1Q SECTION C-C 42 SILL HEAD Ha 5a►0s (VERTICAL SECTION,FLANGE FRAME) (VE TICA,,Sf-CTIOW,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) a •••• • !! 64 R NQA ? S • aaaco vitBsZeB e V7db�Berin oswEcn rro •ad • •••AA ! E No • •Ptl L • `S•�.�,sROTLtOV,RA�itIN. •ALLK HORONAL ROLLERW.N"IMPACT B a 19 "41210 F W4156pruamw • � • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• ••• •i• :• •: DW(a mm PJAM PGP# I1Wtla J1 cnrl N 114Am I POTS 1 4102 A FLANCEFRANZHEAD 606 46AL 612237 66 13116"LAMIK3•US°A . 318-AIRSPA S WLAMI U8" .090 1/8"A 2 4025 SASHSTOP LW 6963-TSAL 612244 67 13116"LAMI1( IWA . 318-AIRSPA $116"LAMI U8" X80PVB U 3 X 3/4 PH.PAN BEAD 7834AA 68 13116"LAMI IO•UrA 318«ARR SPA 5/16"LAMI /3"H8..090 4 4053 SASH STOP COV�t 870P 6063 TS AL 69 " 13116 LAM1143f16"A 5116°AIRSPAC K 8/16'LAMI U8° .090 US` 6 4136 FiA14GEPRAMESUL 6063-TEAL 64136 70 " 13/16«LAMIIO-3116°A S116"AIRSPAC$5116"LAMI 1f�A,.090PV$US° 7 4137 SILI.ADAPTOR 6063-T6AL 64137 71 13116-LAMII(i•3/16«A 5/16"AIRSPAC$S/16"LAMI IV .090 8 4131 ROILffiLTI2ACK 6063-TEAL 64131 72 L91I6"LAMIIC lWA . U4°A�SPA 7/16"LA1yII 16"A A90 3/l6"A 9 7121 W LULL. ACK PO63-ISA. 71298 73 " L9f16-LAMII&VrA . UMAIRSPA 711C LAW 1 A.090 3fl6° Lf 1Z 1626 ADHFSflVB (�I.FOAMPAD 7PAD1�6 74 p 13116"LAMIIC3 rA 11C'AMVA VW LAW 16"H JMPVB.Y 13 4006 A FRAMHJAMB 6063.76 AL 61D 1 73 « 13/16-LAMI K3.3/16°A 3116•AIR SPA 7116'I" 16" .080 3flWA 76 13116"LAMI MICA 31160 AIR SPACA 7116"LAW 16"A..090 311 14 4134 GAmwFARMAINPRAMBffid.J3mr 74I34W/R 77 - 13/16-LAMIIC3.3/16-A 3/16°AIRSPA 7116"LAM[ i �0 3/16"HS 15 1155 #8X L000 DPN.SMS 78 90 1014 SQt1RTPRAMS trii&VRR. 31054314 AL 16 4110 4 SCUMADAPrOR 6N3•TSAL 641I00 91 1630 SCRI�S4CORNMtKHYWIRDM PCILYPROP. 17 4054 B MMUMRA1L WSHD•T6AL 64054A 92 1631 SCItmCORIMKEYW/OUTRINCI4 POLVRWP. 19 4066 WSTP. 187X.2 FM SEAL 640660 93 1073 SC1t13WSPRWO STAT. 21 4105 SASHTOP&BOTMRAIL 6063.TEAL 612240 94 1524 SCREiSPL1148-MM DIA-FOAM 1�3PVC 2Z 1683 WSTP X 70BA FINSFAL 616830 95 1x38 S�4&RM-13SUA.HARD EM PVC 23 MI HOUSHO&WDE 42112HD % SCR138N t2.� 24 226 BRASSROUM**HMS BRASS 7BRWHL2 29 4126 HONZ.ONrALR01&IRSASH TtIpt� POLYMP. 4412814 32 4006 D SASHMBIII'Il�A(IRAIL 6963HS-TEAL 64006 2.710 33 1235 WSTP. 170X=HA PRQSHAL 675164 33 10% SWEEPLATCM DHW" 71096 36 1016 #8X.62SPILK.SB4S 37 4126 SASHSMERAIL 6063-TS AL 64125 2.024L 38 1683 WS7P X.290BA FRNSHAL 616M � Om 39 7= BULB WHATHHR=W.187X 273 1 6707M 40 LIFTRAILCOVEICAP 74078-C"LORR 41 4139 LF.PRANEHHAD 606 UAL I 64139 41 I.F.FRAME HEAD 42 4140 I.F.FRAMSSIII. 6063.76 AL 64140 54139.8083.78 43 4141 LF.FRAMEJAMB 6063.76AL 64141 50 CRAZ= DOW 899 995 M ALBAiI PROmWTmr4Sl 1224 VDM.CSAMMBBADBULB 6TP247W ® dwPioft 52 IZ28 VDMGLAZMBBADD"MW 67Pm LF 4 gn°caPm�mND 'do61 cob 53 4039 B 41AEMBBAD-5/16" 6063-TSAL 6 °ws 54 4044 B CBAZMBBAD-5/16«W/CRtUKU 6063•TSAL 644703 3.162 IF 4222 A (BAZII�TL3BEAD-7/16a �TSAL 602 � 985 C CKAZOWBBAD-7116«WA RILLKIT 6063-TSAL 6885 4W? tR.AZINOBBAD-13116« 6o63-TSAL 5/16"L&lM Vr A.090 U8"A • • . • . • I.F.FRAME JAMB r r r « 5/16"LAW U8" .090 U8' • • • • 54141.8083.78 " 5/160 LAW U8° .090 118" • . • • • • • L ': !' '����+w ° 7118-LAM[ 3/16"A .0901!VB 3/16"A is 710 110.58709 7/16-LOA 16-A .090 3/14P HS g2 I.F.FRAME SILL 7115-LAM[ 16° .090 3116" 54140,Was-T8 'y 1-j I S F A40CtTl888if • •• • STATE• PARTS LIST 6 AumHORO ITALRaIMWW� IAgPACT TYPE '� Af7$ 5a 11 X410--M F a�P" ae ••• • • • • •• • • • • • • • • • • • -1.s13-+•� 1 .� -+•-� 1.187 �+ —c a 52 I aas-•.� t IF- L— .082� SASH STOP COVER 1 3 4 /4�3,0003-TS O FLANGE FRAME HEADO FLANGE FRAME SILL FRAME SILL ADAPTER -2 � 04102A.8083.78 (4138.8083-TB ` / 04137.M&478 1 ast 1.87 13 FLANGE FRAME JAMB 04002k04002k wa a4os GO 47 . AS SASH OTs5 O HORIZ ROLLERTRACK 17 F MEET RAIL #4025,8083m 2A F9 ]183 t.�87 2 1. _L .878 1.081 +- i.0me�r "1 PK�p('1 RBfIISHD 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL_ 37 SASH SIDE RAIL 53 GLAZING BE�6116° Noa Q #4133.600345 #4000.8083118 78 14128, T6 $4008,600345 Now q 1 050 .878 ,078 .883 \J •: • 'r •• I. 1.087 64 GLAZING BE�.6116° GLAZ $ 16• G.1LA23NG BEAD.7116° 59 GLAZING BEAD,1311V ``,��� ..LYA.. 4te, o4094s,eos3-Ts s. . . ,soe3-Ts 7.�s-Ts ���.:••�weresF'`•1:�, (USED WI MU KIT) •• ••• •• • • • •• tdo.58708 nwom LU 84m F 0MV001m T • • • • • EXTRUSMSRWINV •Ftna+oP.•'Cis`: a.L nr a nrocrrarenasa►>�r •• • • • a ALM.NOi/ZONTi4t ROLLER W1Na1�W '!►CT is WWI D m 7lpB T •• •Now 'aA.e �e °t 1-, °� aIYNN�I4G�b6 FJL mum .t L MI.a VAW*Jie+� i617ro NBIf 7 •i? 4177-f0 F iE9 06 ••• • • • • ••• • • I ANCHOR GMANIM98,XOX 114.1i2.1641A)DOWS TABLE NOTES: GLASS TYP ,a o,KI GLASS TYPES D.C.F.4K I. 1 ANOItO<t TVpgl 2.3.WOOD $CONE 1.09i0 Z,3,WOOD 2.CONC 1.0 1- ELCO TAPCONS -1b1•ELco SS4 CRETE-FLEX 3-A42 STEEL SCREWS(G5) &8{ESTRATB 2' FOR IN8TAU ATON N TH HVHZ ABOVE 30 WINDdw sm ► Ap S Slll 4EAD&4481. F{EAD 8801 HEAD&S0{ HEAD&8�1 HEAD&84 L A 6118•LA1dI- FT,GLASS TYPES G-l SHALL HAVE A IN V C.6x18•LAMI-(Iff HS,=,IW IS) TESD I.G.GLASS CAP.BOTH THE DP AND 8a.1Ux 38.678 1+03+1+0211 2 1++1+1+02+1 2 1+03+1402+1 2 1+02+1+CZr1 2 1+02+140141 2 1404+1402+1 2 D.7118"LAMB-(ami"AJ180,a118•A) ANCHOR QUANTITY REMASI IINCHAAK+ED. 48.000 1+MI+C2+t 3 1+02+1+C2+1 3 1+a2+1+M+1 311+C2+1+02+1 S 1+02+•1+02+1 3 1+C,T+1+CZ+1 31 E.7118"LANK-(SMrA.M.3MW HS) 8D.828 140W4=+1 3 1+Cbi4C2+1 3 1+C2+1+C2+/ 311+02+14C20 3 1+C2+1+C2+1 3 1K2+1+CZ+1 3 F.7tI W LAML-(3tIW HS,M 3118•HS) G.13MW LAMI K+-iW OR SHS•A{MIN.),BMW OR 31WSPACE,E,6118"LAMI-(118°A.AM If8"A) 80.000 I+M+1+0211 3 1+03+1403+1 3 1+C2+1+02+1 3114=0+020 S 1+C2+•1+C2+1 3 14C2+•1+C2+1 3 H.13MrLAMIK+-1f8'CR3fIWA(UN.),8118"OR3f8•SPACE.SMS"LAMI-(IWA..�.'IVHB) 80. 0 1+0341402+1 3 1402+1 iC2+1 9 1+03+1+6211 a 14024144.'2+1 311+02+1+02+1 S 1102+7+02+1 9 L 13MW LAMI 10-118"OR 3118"A(NIN.L 6118 Crit 318•SPACE,fd18•LAML-(iAr HSM.IW HS) J.13118'LAMIIG-IV OR3118"A(MUL)L3RWORI14 8PAcE,7118•LAAB-(3flWA.09O.3118•A) 83.000 1+01+1+02+1 3 1+(2+1402!1 3 1++2+1+0211 3 140 0+02F1 3 14C2+1+03+1 3 140341+058+1 a K.19118"LAMI to-i 'OR 3118°A(MI4.}.3118"OR 1A0-SPACri:,7118"LAMI-(3118'A 120.3118•HS) S WX 3L= 1+C2+1+C2+1 2 1+O2+t4O2 1 2 1+C2+1+02+1 2 1+02+1+01+1 2 1+02+1+0'111 2 1+02+2+C2+1 2 L 19178°LAMI 14-IB'OR 3218'A(LveN.},3118'Crit 114'SPAM,7118°LANG-(3118.1 ,.080,3118"118) 4LOW 1403+14C2+1 3 1+03+1402+1 3 1+C1+1+C H 3 14C2+1+02+1 3 1+02+1+02N 3.1+02+24024i a 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND RAM ON THE FOLLOWING 80.826 1403+1+0341 3 1+42+1+03+1 311+0040+1 040:+1 S 14C2+1+02+1 S 140211+02+1 S 1+0242+C.L+/ S DIS.FORWINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE. 84.0011 1+02+1+02+1 3 1403+•1+02+1 S 1+03+1403+1 3 14424140211 3 1+02+1+020 3 1+03+2+03+1 3 HEAD&BILL' 10 IW MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80000 1402+•1402+1 3 1+C8+140641 3 1+01+141:2.1 3 1402+140241 3 1+01+140+1 3 1+C3+2+C8+1 9 25 3W MA CORNERS.FROM IF FROM CARS AND 22 83.0011 1402+1+C2+•1 9 1+03+1+C2+1 3 1+03+1+06+1 3 1402+14C2t1 3 1+024.1402+1 3 1+03+2403+1 3 TABLE KEY. 74.00x 36.676 14C2+Z+0241 2 HC*++$ 2+1 2 1+172+240+1 2 9+0242402+1 2 14C2+24C:2+1 2 I+M2+C2+1 2 48.OW 1+03+2K2+1 3 %C2+1402+1 a 1+0342402+1 3 1402+246211 3 144242+C241 3 1+02+2+!:2+1 3 1+C3+4+C3+1 3 T'PER JANE 80.811 14C2+2fC2+•1 3 14CD+•1+M+i 8 1403+2403+1 3 1+02+2+02+1 3 1+02+2+C2 1 S 1+CS+24C2+1 3 HEM A�BILL AilNCHORQUANTITY. A CLUSTER OF(3)ANCHORS CENTERED bI.00D 1442+Z+C2+1 3 1+02+1402•►+ a 4FC242+C2+1 S 1+02+•2402+1 a 1+02+2+02+1 a 1+q+2+ObM 3 AT EACH MEETING RAIL PWS(1) 80000 1+02+2+0241 9 1K2+1+C1+1 3 14GZ+2+C2+1 8 1+02+2+02+1 3 140242+0211 8 14C3+2+OaN S ANCHOR AT EACH OPERABLE VENT SL= 1402+2402+1 31+0341+02+1 3 1403+240341 3 1+03+24C3+1 3.1+0b2+02+1 3 14C3+2KD+1 3 PLUS(4)ANCHORS AT FDCEO SECTION. 84.00tix 3a 976 1+02+240:1+1 2 1+02+2+02+4 2 1402+2+02+1 2 403+2403+1 Z 14C2+2+C2+1 2 1+03+3+03+1 2 (t2)ANCHORS TOTAL AT HEAD AND BILL 41.000 1403+2+03+1 3 1+C242+C2+1 3 14C2+2K2+1 3 14 +2402+ 1 (3-WN.O.C.AhICHOR SPACING) 80.826 t+CZ+24C2+t 3 1+03+2+42+1 3 1+0342+02+1 3 1+01+2+0141 3 1+02+2+03+ 3 1403+3+0841 S KM 1*=*+C2+1 8 7+03+2+0241 3 1+Ca+2+02+1 3 1412+2+01+/ 3 140242+02+1 8 14C4+3+00+1 3 -•."{(-+-3`MIN. 800011 1+03+2402+1 3 1+02+2+02+1 3 1+02+2403+1 3,1403+24432+1 3 1+03+2+0311 a 404+3+00+1 S OLM 1+02+2+0241 3 1402+2+02+1 a 1+03+2+06+1 31140$+2+03+1 3 1402+2+011.1 3 1401+9+01+1 3 0�• O )4 1g8.876x 3L376 1402++Mi 2 1+03+2+02+1 2 1+0343+02+1 211+02+3+02+1 21001+11+W1 2 1402+4+0211 2 moo 41a4ardh VIoft 49000 1+0346+0241 3 1402+2+0341 a 1+03+3+03+1 311404+03+1 $11+02+3+02+1 a 140344+45941 8 MTC RAIL.TYP. nuaftscoft AMPOM No 11951 q•02) I0.4315 7+0348402+1 3 4402+2402+1 3 1469+1406+1 a t4a145 C3+i 3 140a43+WI a 1+0344403+1 a EXAMPLE CLUSTER W!QTY.OF(3)ANCHORS 64.000 003+6+03+1 a 1+01+2+02+1 a 1+08+3+03+1 3 1+C8+3+03+1 3 1403+3+03+1 8 1404+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) Lg OO. mm 140X143+0341 3 1+02+2402+1 a 4+04+3404+1 3 1+04+6+04►1 4 1+03+3+08+1 3 1404+4404+1 3 63000 1+03+6+0341 3 1t03+24C241 3 1+C4+34C4+1 3 1404+340111 4 14C40+04+1 3114060+010 a 26 3V4'MAX 171-TYP. 111.00011 31.476 1+03+2+03+4 2 1+0342403+1 2 i+03+a+02f 2 96+2+01,44 a t462+1140841 2 4'C2M+<"ot41 2 48.000 1403+8403+1 3 1+(2+2+01+1 3 1 1+x34 1 3 1*QdiC" 34I+U+3FMi a 1403+4+03+1 3 I"REF. 60.E 1402+340+1 3 140242+02+ 11 a a 1 1 7 8 1/0344+03+/ 8 ° X WGE�+sr ��p'�. 64 MD 1403+940311 9 1+03+2+02+1 3 1+02+544381 8 a 1+03+3+06+1 a 14454+4+04+1 a .58705 80.600 1409+8+0:341 S 1+0642412+1-31-1+06+3404+1 a 1404+9+04+1 4 1+W+3+03113 1+04+440441 3 MM RAI.,TV No _ S&CM 1+06+6+06+1 3 1+04240241 a 1 1+04+3404+1 a 1 4',V44034001,41 14a4410811 a EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 5 ` Ras F emol 1$716 Vw •• • • +ael4xa+wLanrlrawe �8P XOX 1/4"1/2lA4 %�c�•.,,Ftc>t o? �Ci� �114n/17 6 7108 • •a' aI 7LU-HMONML ROLLER YY/IVDOW WAL7 '�i;C)VAt_ t v wermairmIrmodArrmok PO , Fx 444xt4taazna6eear 11117111 hYil9 B s t1 4t2f-70 F L PPk • • • • • • • • • • ••• • • • ••• • ANCHOR AN XoX 11344.1 ttvw TABLE S NOTES: was wp <+,H G ASS TYPES C,IXUJ,JA&t ANOMIR TYPB 2,3,WOOD 2,cow ri.CX1NC 2.3.WOW 2.COW I.cow 1 &BUBBMIS mme 2x111E8 S ZONES ZONES 1- 4"ELCO TAPUONS 2-110 ELCO 894 CRETE-FLEX 3-/12 STEEL SCREWS(OS) WBHOOW 810 HE &8LLt HEAD&8&L HEAD d SRt FIFAO d SILL HFAp d BHJ 1S?AEl&811 l 2.1 1 S'A►) A FT.GLASS TYPES N-L HVH HAVE A A&i6 LAW-(tiff OW t FOR HOTALLATK&i IN TIS HYHZABt7VE 30 IN v (Joox 3B. i+C2+1+C2+1 2 1+C2+1+Ca+i 2 1+C2+i+Ca+i 2 i+C2+1+CO+i 2 1402+1Ka+1 a 1+1:2+1+C2.1 21 C.MW LAM-(1f"HS,.090.1W H8) TEMPERED I.G.GLASS CAP.BOTH THE DF AND 49.000 1+C2+1+C2+1 3 1+Cd040+1 8 1+C2+1+C1+1 3 i4Mi+02+1 3 1+C2+1+C 2+1 3 1+02+1+C2+1 3 D.IMS'LANA-(311@°A,090,3118'A) 4110111$1 QUANT"i 1At11N lA�t1ANf D. E.7116 LAVH-(3116A,400,311628) 0AN 1+C2+i+C2+i 9 1+12+1+0221 3 14C2+1+02+l 3 1402+1+0241 3 1+02+1+02+1 3 1+Ca+/+C2+1 3 F.7M6 LAVH-(3/18'MM.3M6 H8) 64.0DD 1401+1+M+1 3 "Mi+Ml 3 1+L7+t+C2+1 3 1+MV4M+1 3 1+C2t1+C2►1 3 i+C2+1+C2+1 3 0.13118'LAAA!Hi-1W OR 3118•A(MML).SHB'OR 3W SPACE,id18"LAAM-(1B"A OBD,IVA) OJAm i+m+1+t.2+1 3 1+(2+1+C2+1 3 1+t2+1+N1+1 3 i4C2+1+t2+1 3 l+2414MI 8 1+02+1+Mi 8 H.13M6 LAVH 10-178'OR 3118'A(0114.),6116 OR&V SPACE,616 LAMH-(118"A,Jx10.1f8"HS) 8300 14C20+02+1 3 1+432+1+C�+1 3 1+t2+1+02+1 3 1+11+(D+1 3 i+C2+1+C2+1 3 1+03+1+0311 3 1.13118"LAAAI IO-118'�t 3J18'A(NHW.)8118'OR3�'SPAM BHB"U1b8-(I� 118 M.I/8'Fes) J.13118'LAM X+-tf"OR3110-AQMN.),Mir OR 114'SPACE,7118'LAM-(311(rA M3116A) 8+.26x 3B.371I 1+C2+1+C2+i 2 i+Ca+1+CDr1 2 1+04+1+C2M 2 1+01+1+02+1 2 1+C2+14MI 2 1+C0+1+C2+1 2 K.13118'LAVH 10-1f6 OR 3116 A(MHN.},3M0-OR IW SPACE.TAW LAVH-(3116 A00,3116 HS) 4&= 1402+1+12+1 8 i+02+•1.02+•1 3 1+02+1.020 3 i+Mti+02+1 3 102+140241 3 1+02+1+02+1 31 L 13116 LAVH 10-118"OR 3116 A(ABN.),3116 O R V4"SPACE,7M6 LAM-(3116 118.090.3M6HS) SODS 1+M+I+C2+1 3 1+C2+i+CB+1 3 1+C2+1+C2+1 3 1+01+1+C2+1 3 002+1~ 3 1+02+1+01+1 3 3.WINDOW ANCHOR 4UANTIT1E8 ARE PER ADJACENT TABLE AND BASED ON THE FOLL.OIMNG 64.000 14CaM+C2+1 311+0244+C2+1 8 140241+Mi 3 1+C2%02+i 3 1+0241+02+1 3 1+Ca+1+02N 3 DUENSIOW FOR VANDOW SIZES NOT SHOWN,00 TO NEXT LARGER WINL>M IN TABLE. 0A00 1402•i+C2+1 3 1+M+1+08+1 3 14C2+1+02+1 3 140a+1+C4+1 3 1+0241+0211 3 1+08+1+03+1 3 88.000 1402+1+02+1 3 1+0E+i+CM 3 i+C2+1+02+1 8 1+CB+14C1 3 1+02+1+C2+1 3 1403+1+Cai 8 NEW&SH.t 10 Vr MAX.ON EACH SIDE OF wznNO RAIL CENTERLINE 6M=X 3S.= 1402+1+02+1 2 1+02+1+00+1 2 HC1+1+CC+1 2 14020+020 2 1+MI+CD+i 2 1+M1+C2+1 2 0W6 MAX.FROM CORNERS JAMES: 6 MAX.FROM CORNERS AND 22112'MAX.O.C. 48.00 1+0241+04+1 3 1+011+02+1 3 1+02+1+C2+i 3 1+C2+l+C2+1 311+020+M14 1402+140241 3 TABLE KEY. 0.626 140241+00+1 3 1+C2+1+Mi 3 14C241+Ml 3 14C2+1+C2M 3 1402+14020 9 1+02+1+02+1 31 A O 64.000 1402+1+02+1 3 i402+1+02+1 3 1•'•02+1+02+1 3 14010+12+1 3 i4C2+1+020 3 i+C3+1+03+1 31 ll+C3+1+C3+113 ANCHOR QtIANTl7Y PER JAMS 80.000 1402+1+x+1 8 i+MM+M+1 3 1+CM+02+1 3 14C2+1+0231 3 i+C2+140+1 3 1+C3+14C3+1 3 AND 63.000 1402+1+C1M 3 1+014.1402+1 3 1+C2+i+M+1 3 14C3+1+C8►1 3 1402+14031+1 3 140SM+03+1 9 SIU Q( 68.000x 38.378 i+C2+l4C2+1 2 1+C�M4CNN 2 1+02M+Ml 2 1+12+1+02+1 2 1+02+1+0:111 2 1.11X2+1+020 2 ON EACH NEETI3)ANt210RS CENTERED �EACH ABcE1'IPKi RAIL.PLUS(1) 48.000 1+0241+02+1 3 1+02+1+02+1 3 1+020+02+1 8 1+02+1+02+1 3 1+02+1402+1 3 t+02+i+02+i 3 ANCHOR AT EACH OPERAiB.E VENT KM 1+020+02+1 3 1+0+112•+1 3 1402+1+02+1 3 1+02+1+C1+i 3 14C2+/4C2+•1 3 14030403+1 3 PLUS(1)ANCHORS AT FIXED SECTM. KM f402+1+C2+1 3 1+02+t+t2+i 3 1.102+1+02+1 3 1+01+1+02+1 3 4K2M+C2+1 3 14C3+14C3+1 3 (9)ANS TOTAL AT HEAD AND SILL 040 14020+02+1 3 Ur02+1+C2+1 8 i4C2f t+t2+1 3 1+03+1+03+1 3 1+02+1+C2+1 3 14C8+14C3+1 3 (3"MM.O.C.ANCHOR SPACING) S&M 14020+120 3 1+02+1402+1 $.1403+!442+l 3 1+03t•1+C8+1 3 1+Mi+M+1 3 W8+1403+11 3 74.000x38.376 1+02+102+1 2 14Mi402+i 21412+1+02+1 2 1+02+1+•02+•1 2 1102+i+t244 2 1402+1402+1 21 3/4'MAX. 48400 1+02+1+020 3 1+02+141:1+1 3 1+02+•1+01+1 3 102M+C2+t 3 14Ca+1+C2+i 3 1+02+i4C3+1 3 SlLQM 1+C1+14C2+1 3 1+0+1+02+1 3 %C2+1+01+1 311+02+1+041 3 1402+1+02+1 3 1409+1+03+1 8 6 64.000 1+C2+1+C2+131+02+1401+1 31+02+1.02.1 31+02+1+02+1 31+01+i+02+1 31408+1+03+13 I&= 1+02+102+1 3 1+02+112+1 3 1+03+•140X1+1 3 1.18+140311 3 1+01+7+012+ 3 1409+1+03+1 8 63 83.00 1+02+1C2+1 3 t+t2+1+02+i 3 1+08+/+0;1+1 3 1+03+1+03+1 3 i4C2+1+0+11 3 1+12+1+03+•1 3 aftafteado 84.000x 3&376 140+"4=+l 2 102+1+02+1 2 1+02002+02+1 2 1+ 2+2+1 3 i+Mi+W 2 1fi2+14C2+1 2 MTC'MAIL,Typ- d ,Qq 41100 1+02+1+12+1 3 f+C2+t+t2+1 3 i+G2+t+t2+1 3 1►01F1+02+1 3 102+1+01+1 3 1+08+1+030 8 �CLUSTER W/OTY.OF(3)ANCHOR$ °a0 8 MDQ) By 80.8281K2+1+C2+1 3 1+02+1+0+1 3 I+M+1+02+1 3 1+0+11+02+1 3 1402+14C2+/ 8 1+03+1402+1 3. (SHOWN IN TABLE KEY ABOVE) 64.000 1+12+1+12+1 3 1C2+1+C2+1 3 1+03+•1+CIH 3 1403t1+t3+1 3 14020+02+1 3 1+030+08+1 3 0.000 110241+02+1 9 1+02+i+CW 3 1402+1+C3+1 3 14030+00 4 103+1+08+1 3 1+C30+08+1 3 3 MA 0.00 1t�+14t2+1 3 1+02+1.02+1 3 1403+1+03+ 1 4 8+i 113 4+84+1+C4+1 4 ( . iti f f 111f e8.487x 38.376 1iC.2Mta+1 2 1+02+1+C9M 2 14(2+1+80 2 11 8 1 1402+1+02*i 2 0.000 1402+1+02+1 3 I+Ntt+02+1 8 1+om $1+0i1N+8e+ 3 1K 3 1+•03+1 3 6 X O X °°° 4;vCBNS�a'•� `i 1Y►828 1+Cdit+024i 3 lit2+t+ta1 3 1112+1 1 1 3 ilt2N 344S•09+1+013+1 a + 64006 1+02+1+02+1 3 102+1402+1 S 1+C8►1+C3+1 3 1+08+t+t5+1 3 103211+4x++1 3 t+C3+i*Ml 3 M"5 :x 0410 1+020+01+1 31►02+1at4+1 31+03+108+1 31+031.1+03+1 41+03+1403+1 31+04+1+04+1 4 MTG.PAIL.TM SLOW i+Mf•1+CUi 3 i+C1+1+t>2►1 3 140'+1 t t 1 1 4 1+03+10 1+CW+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS ; c3: � rf tvSz' C rM 6442+ P NOCH NOF BH m . . �o18ax+noor SPAG XOX 1/9-11`8.113 '%��: �.Fcan�?^• .2.1 tOf}7/ii 8 two • • •++ .r+• �`'S'.S/0 lowAft emmFf D TOB871BtP 7 • • ••• AUS HOMO tTAL ROLLER WINDOW 1fl�ACT `�>> i rNt f f+'+� FA na ° ` 260rw 111'$ 8 d i1 4U41�1t/ p a� PE ••• • • • • ••• • MCHORC NOTES: GLAas TYPE GM GLASS TYPES CDA XJ.K L , cis ANCHO WpE 2.3.WOOD 2,COWC NC 3,WOOD 2.CONC 1.CONI 1-114"ELtX)TAPCONS 2-IW ELCO SS4 CRETE-FLEX 3-812 STEEL SCREWS(05) 8 SUB9TRA7E ZONES m NES I Z.00 NMES 1ZONES ZONES ZONES 2.GIABUYEW. :j opmV LANA- 118 A 090,U8' FOR INSTALLATION INTHE HVHZAMM 30 9IIINDOW SIZE is fJj Oj 15 is 9 8'HS) FT.GLASS TYPES Q-L SHALL HAVE A V eti ql a8 .� a0 46 � W] � C.6118"LAMI-(i18'HS,090,15'HS) TEMPERED LG.GLASS CAP.BOTH THE OP AND 000 x 1401+1 2 1402►1 2 1+>r2+1 2 1+02+1 2 t+ta`2+1 2 1402+9 2 D.7118'LAIN-(3FI8"A.090,31'10'1) A gUANTITY REMAIN UNCHANGES. E.7118'LAMB-(3116°4 ,3118'HS) 48.000 14C20 3 1 1+C2+1 3 1+02+1 3 1+C2+1 3 1+2+•1 3 I+C2+1 3 F.7116'LAW-(3118'HS,.M.3118'HS) 60.823 1+01+1 3 1+C2 i 3 1+09+1 3 1+02+1 3 1+C2+1 3 I+C2+1 3 G.13d18'LAW IG-1W OR 3M8"A(MIN.).8118'OR 3S"SPACE.8/18'LAKB-(VWA M IW A) H.13116"LAMB K3-IN OR 3116'A(MIN.},E/16"OR 318'SPACE,SM8"LANG-0lrA 0'x,15"HS) 54.000 1+02+1 3 1+C2+1 3 1402+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 1301'LANG K3-1S"OR 3PI8"A(MSV.),&IV OR 3S"SPACE.5Mr LAMI-(1S"HS.. %Iw HS) 8Q 000 1+02+1 3 1+02+1 3 1+C:i+1 3 1+G1+1 3 1+{„+1 3 1+03+1 3 J 13118"LAMI IG-IV OR 3118"A(MMLI 3118"OR 11CSPACE,701"LAMS-011 A-0.3/18"A) K.13MV LAMI IG-118"OR 3118'A(MIN.),3198"OR 114"SPACE,7nir LAM!-(3118 4.090.3118"H8) 53.000 1+C2+1 3 I+C2+1 3 114C30 3 1+02+1 3 I+C2+1 3 1 J+C33 3 L. 13MV LAM]K3-IN OR 3118"A(MIN•N 3f'i8"OR 1t4"SPACE,7118'LAW-Mr F�Ate.3110°HS) 4&000 x 38.378 1+2+1 2 1+C2+1 2 14C2+1 2 142•+•1 2 1+02+1 2 2 3.WINDOW AKAR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 40.000 1+C2+1 3 1+C2+1 3 14C2+1 3 1+t�+1 3 1+C2+1 3 3 oNDISKx�.FOR WINDOW SIZES NOT SHOM,GO TO NEXT LARGER WWDOW INTAKE 30.823 I+C2+1 3 I+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 3 HEAD&SQL 1u 1t2 MAIL ON Fri 81� MEETING wUl 64.000 1+C2+1 3 1+C2+•1 3 1+03+1 3 1+{x+1 3 1402+1 3 3 16314"MAX FROM CORK. 80.000 1+03+1 3 1+C 2+1 3 1+C3+1 3 142+1 3 1+C241 3 3 9'MAX FR 6CORNERS ANO 22112'KdAXo.0 lan 1+03+1 3 I+C2+1 3 1 3 1+03+1 3 1+C.2+1 3 3 TABLE KEY: O QW.125x 38 3 1+C2+1 2 1+02+1 2 +C.'2+1 2 1+C2+1 2 1+C2+1 2 2 �" z.p+a 3 ANCHOR CA ANTITY PER JAMB 48 14C2+1 3 1+1:2+1 3 1•+03+1 3 1+C2+1 3 1+(2+1 3 380825 1+CZ+1 3 1+01+1 3 + 1 3 1•+02+•1 9 142+1 33 �_8iLLANCHORQUANTITIE8 ANCHORS 64.000 1+03+1 3 I+C2+•1 3 1+q+1 3 1+C3+1 3 1+C2+•1 3 3 CCENTERED ON TH MEETING RAIL 80.000 1+03+•1 4 1+12+1 3 1+C;3+•1 3 1+cs+•1 .4 1+1;2+1 3 1 3 PLUS(2)ANCHORS AT OPERABLE 83000 1+2+1 4 1+03+1 3 1404+1 3 1+C3+1 4 1+C3+•1 3 1 +1 ANNTORS AND UrAIXED SECTION' ANCHORS TOTALAT HEAD AND SIJ.. 80.000 x 38.373 1+02+1 3 1+02+•1 2 2+02+2 2 1+02+1 3 1+C2+•1 a 2+C2+2 2 48.000 1+02+1 3 1+02+1 3 2+C3+2 3 i+C2+1 3 1•+�t2+•1 3 2+C3+2 3 (3'MIN'o c ANCHOR SPACING) 80.8 1+03+1 3 1+02+1 3 2+C3+2 3 1+03+ 3 1+02+1 3 2 3 83W� $4000 1+03+1 4 1+02+1 3 2403+2 3 1+03+1 4 1+•C2+1 3 2403+•2 9 L --.(f•—a°MK 80:000 1+C3+1 4 1+1;3+1 3 2+C4+2 4 1+2+1 4 1+03+1 3 2+04+2 4 2„REF. 83.000 1+03+1 4 1+03+1 3 9404+2 4 1+C3+1 4 t+•Ci+1 3 +2 4 r— O BBAO x 38.376 2+(2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 t+C2+1 2 2+1.`2+2 3 T � "n 48:000 2+G2+2 4 1+C2+1 3 2+C3+2 3 2+0.2+2 4 1+�C2+1 3 2+C3+2 3 MTG'R A m* 0.825 2+03+2 4 1+02+1 3 2+03+2 3 2+C3+2 4 1+12+1 3 2+13+•2 3 EXAMPLE CLUSTER W/QTY.OF 131 ANCHORS dc�� 84.000 2+03+2 4 1+12+1 3 2+03+2 4 2+C3+2 4 1+12+1 3 2403+2 4 (SHOWN IN TABLE KEY ABOVE) ar Pm�a 80000 2+03+2 4 1+•03+1 3 2+C4+2 4 2+2+2 4 1+03+1 3 2+04+2 4 SW MAX 630 1+03+1 4 i+C3*1 3 2 +2 4 2+c3+2 4 1+03+1 3 2+0442 4 e 74. 3tk3 2+{:1+2 3 2+02+2 2 +C1+2 .M+ 2•+02+•2 2+W2 f�►-31'�Ietrt ++]'+ 41AO0 2+0..'3+2 4 2+0)2+2 3 2 4 2 + 2 3.292+2 4 6"REP. X O Jti� 'LYN.....��"i�'• 60828 2 4 2+02+2 3 2+2+2• 2 2 2 2 4 � : �GErosg'•;�.p 84.000 2+03+2 4 2+CS+2 3 a+c4+ •4 2l+2 2 2 3 2 +2 4 I G,RAO. _ No.68705 t K000 2+03+•2 4 1+09+1 3 2404+2 4 2+03+2 6 2+03+2 3 2+04+2 4 83 2+2+2 4 1+C3+1 3 2+C4+2 4 404+2 6 2 2 4 + 6 EXAAAF�E CLUSTER W/t3N.OF 4 ANCHO C1 +S • • • • S E F tllti~ crK F 0l 71R88/fJ�T • � w NOR. QE3PA_WG OX XON 'a� ,�i. oP asa.��p� ! 1y1PT088 Kid119 • PA8Q7+ ALLI .111 /�.l lktPACT 111�I•� F ante JJ + a sda�r+ 1 lbrcer 19aro AT3 10 u 1! 4427-10 p sir.0 Px ••• • • • • ••• • • 13W MIN.E.D.TYP. N 3 4 i { 2x� 1.FOR G�VCRETE APPLICATIONS IN MIAMI.OADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED IN ELCO f MIK NOTE 3 13W TAPCON8 ENDED 1 W MAV.OR IN 894 CRETE-FLEX EMBEDED 13/4"MHN..MINIMUM DISTANCE FROM • MIN. ". FLATHEAD ANCHOf1S MUST BE#12 TRIMRT + '•• •�. •�' ••i: NOTE 1 a'•-_• 1x WOODv•'• 2 FOR WOOD APPLICATKNV8IM nIAAMI-DADS cXJlgdrY,USE 812 STEEL scREY+18(ci6)Ot 1/4'ss4 cRETGFLEx Wim BUCK, �1 #12 TWN@4T HEAD. 71 NOTE 3 S.!WOW =ENGRW.ERM IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL TFACKNESS E LEIS 1/ 1� AS ARE WnONAL IFUNR CATV BE mTALLED DIRECTLY TO smm omc tem OR MAX. MAX, ED AS 2x ARE 1 1P!"THICK OR GREATER.I STALLATON TO THE SUBSTRATE OF SHAM SHAM .ERBD BY OTHERS OR AS APPROVED BY AUTHORT Y HAVING.IURISDICTION. CONCRETE WOOD ANCHOR 4.FOR ATTACHMENT TO ALUMIVUSM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 0083-TS AM A MINIMUM NOTE 1 DETAIL A 2 DETAIL B of 1E"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUET TO THE WINDOW FRAME SIMILAR To THAT SHOWN AV THESE DETAILS FOR 2x WoOD BUCKS.THE ANCHOR SHALL BEA TYPICAL FLANGE FRAME(LEAD SECTIONS a #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE C RITEfBAARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. 114° S.MATERMS.INCLUDING BUT NOT LIMITED TO STEEL SRtffiWS,THAT COME MOTHER CONTACT WITH OTER MAX SHIM I I 3 IN MAX.SHIM 11/4°MM. DISSIMILAR MATERIALS SHALL MEET THE ANTS OF FLORIDA BUILDING COOLI' (1.8 KSI CMU) .. L OR PER NOTE 1 2-112"MIN.EMBEDMENT :�' ••• (3.4 KSI CONCRETE) Wow CONCRETE ANCHOR ANCHOR, NOTE 2 'MIMEDGE NOTE v ; 1314" INTERIOR I 1 •' A per.E.D &SILL WAILS A.B,C,D.Cbl&H) .. .: TVP. 2x WOOD BUCK,NOTE 3 1x WAD BUCK,NOTE 3 SEE HWUIUANi DETAIL E DETAIL F {,LAMB DETAILS E.F It 9 —}� MIN.EDGE TYPICAL FLANGE FRAME JAMB SECTIONS 1 tom'MIN. CONCRETE WOOD DETAIL H (HEAD) ANCH M ANCHOR, NOTE 1 NOTE 2 .131 MIN.x 21/2°NAA. AT OORt�AND W O.C. pRomwitavisw TYPICAL DETAU G.H&1. wil t�islaida MAX. MAX A eDAD j SHIM SHI� MIN.EDGE 4. i SEE O1 1ANN. NAA AIG i+ /" _�13A4"MSL i ' 2-112'MAN. P- I • • s • • 8EE NAILINd �� y LYAtAI MIN 3.41081 E.D.TYP. v s • i i•i •• CONCRETE VKM DETAIL C 2XM3Upt •SDE lfllt D •i ••• i !U!wlIPL EMBED 1 � F�;� NOTE 3 DETAIL G( ILL) DETAIL!(JAMB) No.53785 TYPICAL FLANGE FRAME SILL SECTIONS ••• . • TYPICAL INTEGRAL FIN FRAME SECTIONS o'.Gl S /Of LIT: NM/t8 R OOtCIC PT'NkYIY.SUGKmmE cw • • • ���'• MR ANCHORAGE _ %'�' •.Ftorrn?. ' ��:• W. J.A �n1 8 NJC TN/BSImP •mow :• : • • •a vlaw= ALtK fIOR(ZONIAt.ROLLER W/NDOVY t11�i4CT �1A�U�1�t�.y JA 1 D WaAAWN0 PO ,R34A4 ybfblyjktper �— • ALYla1 PA X A6P7f0 1laX tt a f9 4127-10 PE96B�6 • i i i s•i i i • • • • • • • • • • • • •• •• • • • s• •• ••• • • • ••• • • MIAMI• MIAM DARE COUNTY MD. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Ptoom 208 BOARD AND CODE ADMMSTBATION DIVISION T(786)315-2590 F(786)315 x599 NOTICE OF ACCEPTANCE(NPA) .mlamtdade.govleconomv 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 canstruction 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 daft 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 AHI 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 FlosiWavilding••• • Code,including the High Velocity Hurricane Zone.- • DESCRIPTION:Series"SH-700"Aluminum Single Hung Window—L.M.L ...... '..'•: •••• • APPROVAL DOCUMENT:Drawing No.4040-20,titleda •Alum.Single Hun WNW,Im q1V,*,sheets �••••• • through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by xWylacturej agged arc ....• scaled by Anthony Lynn Miller,P.E.,bearing the Miami-Dada County Product Cowl APvision OW with,.:..' the Notice of Acceptance number and expiration date by the Miami-Dade County Pmdu d-Control&talon. ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. •• '. . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name Ar log4*64,0 state, model/series, and following statement: "Miami Dade County Product Control Apfwv'ec�`,unlgss.athe�ris6••••• 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. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for Inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page I and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.154)519.0$ � ! Expiration Date: March 26,2021 �-22-12 '72 , Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SURAHTTED A. DRAWINGS 1. Manufacture's die drawings and sections. (Submitted under NOA No. OS-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets I through 11 of 11,dated 09/01/05,with revision B dated 05/12/15,prepared by manufacturer, 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 FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sipAle hung window,with fin frame,prepared by Fenestration Testing L*rato3y,Inc;. v;t Report No.FTL4957,dated 10/03/06,signed and sealed by EfatmUo Largaespda, • P.E. (SubmNed under prevlous•Aq+No.OF&t132206)••••'• 2. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94""" • 69 :••••• ..2)Large Mlssile.Impact Test per FBC,TAS 2@j*;j}• : '0.• *0:006 3)Cyclic Wind Pressure Loading per FBC,TAS.203-94 09009 along with marked-up drawings and installation diagram of aa4lw6unr sh*c hung••;• window, with fin frame, prepared by Fenestration Testing;rAftatory, lbc., Test '• Reports No.FTL-4958 and FTI.-5063, dated 10/03/06 and 1t121/Q6,bo&sijred and••• sealed by Edmundo Largaespada,P.E. (Submitted und&AVA.No.0 -0322.06;" 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 ••0 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test , Report No.F ITA645,dated 08/11105,signed and sealed by-Edmundo Largaespak P.E. (Submitted under NOA No. 07-032106) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL4723,dated 10/05/05 and 08/11105,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018 01) Manuel P.E. Product Contrvj Expisiner NOA No. 0519.08 Expiration Date: March 26,2021 • ' Approval Date Jnty 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS(commuxn) 5. 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) Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. {Submitted under NOA No.05-101&01) 6. Test reports on%l)Uniform Static Air Ptessm 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 an aluminum single hung window,with tin frame,prepared by Fenestration Testing Laboratory,IncpoTftt Reports No.F11A948 and FTL4646,dated 08/10/05,both and seVedby , • Edmundo Largaespada,P.E. (Submitted under�4No.tlS;It1 01)...... C. CALCULATIONS •••• •• • 1. Anchor verification calculations and structural analysis,complytfiVwith F1303' • Edition(2014),dated 05/12/15,prepared by manufacturer,sig j;d seal ICY •••••• Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM B1300-09 • . . . . ...... D. QUALITY ASSURANCE •• •••• • . . 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company�P P Y(MA) for their"Sallex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their KKurarayButaciteg PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. •r r `� Manue P.L. Product Con I E � NOA No. 19.48 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 56 Edition(2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16,2015,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.F11-4957,FTL4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FnA723.FTL-49479 FIL-46509 FTL-4948 and MAW,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaesda,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Wde§. "SH-700"Aluminum Single Hung Window-L.1 U.,approved on- 1/03/11:ana. ••• • expiring on 03/26/16. 6 0000.. 0000 0000.. 0000.. 0000.. 0000 60 6 . . 6 00. . 00. . .. 00000 0000. 00 00 0000. 0000 00000000.. 9 6.9696 • . . . . . . 0000.. .0690. . . 9..96. 60 .. 0000 06 Manuel P.E. Product Coutr4l Eara4mner NOA Na. 19.08 1Szpiratlon Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I.GAZING OPTIONS:(SEE DETAILS ON SHEET 2) A 6H8"LAM9 CO tri(2)lITEB tri 1!8'ANPIEALED CRI ASS WITH A Com"KURARAY SUTAC ITE M MY KURARAY AAAA�) tOt.i�'SAFLMI'-�P1B RAYER EASTMANCI•EASCAI. B (1) {1)LPrE OF 1t8'HEAT STRENGTHENED GLASS WITH A 'ICURARAY BUTAgTE•PVB[SY KURARAYAMERICA,INC y OR�'SAFLWE%R�1�YB INTERLAYER(BY EASTMAN CHEMICAL C ANY) C 6198'LAMI CXOSSTUIi (2)iJTES OF 1!8'HEATSTRENGTHFJNEO GLA38 A �"KURARAY BUTACI'i'E (BY KURARAY AMFJtICA,IN�.)�.�SAFLEX 1�VB INTERLAYER(BY EASTMAN GiEbIICALCONPANY) D.7118'LATrI CX)ASISTING (2y UTES 3A18'APtPEALEDGIA8S WITH A.C60'KURARAY BUTACITE PVS(BY KURARAY AMERCA,NPU.) Crit dA'9AFLEX•F+VB INTERLAYER(BY EASTMAN CHE IC.AI.COMPANY) E.7118°LAN CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16°HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .080'KURARAY RATACITE®I'VB(SY KURARAY AMERICA,INC)OR.OM"SAFLEX f1B INTERLAYER(BYCHEMICAL COMPANY) F.7118'LAIC CONSISTING OF(2)LITE$OF 3A1fr HEAT SW04GTHENED CLASS WITH A AW KURARAY wrACM FVB{BY KURARAYAMERICA INC.) SHEET OR A90`SAFLEeM INTERLAYER(BY EASTMAN CHEMICAL COMlPANY) GENERAL NOTES__I G.13118'LAMI 10:(1)LITE OF U8"TDOWED GLASS,AN AIN SPACE AND 5116"LAS CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A GLAZING DETAILS......»....2 Mr KURARAY BUTAC ITE (BY KURARAY AMERICA,INC.)OR MV$AFLEX"INTERIAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.....-3 H.13HI'LAIN W.(1)LITE OF 1A8"T_EMP010 GLASS.AN AIR SP/CE AND SMS"LAW CONSISTING OF(1)LITE OF iW ANNEALED EALED GLASS AND(1)LITE ELEVATIO NB.... ..............4 OF'IB'HEAT sTFmNGviENED GLASS WITH A AW WAVPAY BUTACITE AVB(BY KURARAY AMERIM INC.) VERT.SECTIONAS......«.....6 OR OSVSAFLEXwPVB INTERLAYER(BY EASTMAN CHEMICALCOMPANY)OMPANY) HOW-SECTION8—........6 L 13118"LAMI ti:(1)LITE OF I V CLASS,AN AIR SPACE AND 6118"LAMI CON5r G OF(2)LITES OF 1B"HEAT STRENGTHENED GLASS PARTS LIST...M.......»..� 8 I WITH A MI IQIRARAY BUTACJTE (T3Y KURARAY AAERICA,NIC)tNt.WO'$AFLB)C AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EKrR=triB...»..-.......-.7 J.13118'LAMI M,(1)LITE O T GLASS.AN AIRSPACE AND 7198'LANi[ TBdG OF(2)LITES OF 3MV GLASS WITH A ( R pETAI „..7 ASS KURARAY BUTACITE (BY KURARAYAMEIWA,INC.)OR OW SAFLEX We INTERLAYER(BY EASTMAN CHEMICAL.COMPANY) ANCHtritAGE_ ....«...«8.11 K.13H8'LAMS KE(1)LITE OF li'T,FSM ERED CLASS.AN AIR SPACE AND 7Mr LAMI CONSISTING OF(1)LITE OF 3H8'ANNEALED GLASS AND(1)LITE OF 3118"HEAT S784OWMD GLASS WITH A.080°KURARAY SUTACITE 100(BY KURARAY AMERICA,INC.) Crit ADC'SAFLEX INTERLAYER(BY EASTMAN CHEMICAL COMPA" L 19118"LAMI t0:(1)LITE()F 918' GLASS,AN AIRSPACE AND 7118'LAMI COP18i8T14G CE(2)UTES O=3H8"HEAT STR04G ENED GLASS WITHA MV KURARAY OUTAMM (8Y KURARAY AMERWA,IPS.)Crit.ogr SAFLOC AVB INTERLAYER(BY EASTM AN C24EMICAL.COM PALM M.13118'LAMS Ki:(1)LITE OF 1A8"ANNEALED GLASS,AN AIR SPACE AND SMO LAW CONSISTING OF(2)LITES OF lAr ANNEALED GLASS WITH A MV KURARAY BUTACITEepVB(BY WAARAY AMERICA,IC.)CXR Mr SAFLEX T`+VB INTERLAYER(BY EASTMAN CFEMICAI.COMPANY) 2.CONFIGURATIONS:"CUR"(111,VEIN AND RADIUS TCO,ALL WA LOW Crit HIGH BILL OFTKW) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A#WMTTVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 130M ® B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ADAGE:THE 33113%STREW INCREASE K44 NOT BM USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REOLIRED. B o 8.FRAME AND PANNI CORNERS SEALED WITH NARROW JOINT SEALANT OR GASIE'T, Aaroei Dm r 7.F�ERENCE&TEST REPORTS F'TLr4846.FTL-4848,1`71,46017,FTL-4848.PTL•4848,FYL.-40M FTL-4851,M 4123,FTL•4967,FTL•-4W AND FTL-6003. ANSIIAF&PA NOS FOR WOW CONSTRUCTION ALUMINUM DESIGN MANUAL S. DESKNNATKON SH700,ALSO REFERRED TOAS SHM. •• ••• • • • • • •• ttt t t I r 1 rt 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO CONIPLY WITH THE REOU� IP LA•RID�I6�IILDI/(�tXmE.INCLUDING THE HIGH VELOCITY `�` O L HURRICANE ZONE(HVHZ} •• ••• •• • • • •• 56105 ®lo.FOR I SULATED GLASS INSTALLATIONS IN THE PIVH Z ABOVE 3O FT.ONLY GLAZM OPTIONS WITH TEMPERED CAP$(GJ.)ARE ALLOWED. It- • ••• ••• S u4 • . . • All • • • Cw: u am wnnv FB0UMlE •• • • • • NOTES %0i;' xLOR� .r.t 1NM17AI7 0 2DfDAECCmDMITB '�" °FL3aN • A SINGLE HUNGW/NDOW IRAPACT ''�ir`c�1QNlt�.�`� JR OfAi1/11 C awww mmA981YP87i17 OmAWY m PA•�xt� rswrc ms IL A4 NI�L�R,P.E. arotwr rLa�4 iR Beme+ Bplp NTS 9 •11 4 g FL P.El5570 5 1 71 SSWFA SNW r " • •••••• • • • • • • • • • • • •• •• ••• 0 0 0 ••• • • NOTE: LAMI IG OUTBOARD VMS MAY BE 1 1 UPGRADED TO 3118•WITH NO CHANGE R N IN DESIGN PRESSURE. 41 � 44 cs�BITE �3SECTIONS) * 37 ® 37 ® ., KURARAYBUTACRE PVB INTERLAYER or 80,81 or 82 ,84 or 85 �00 ANY 70 70 9t8'ANNEALRD 3MW ANNEALED OR NEAT STRENGTHENED GLASS Ali PVS INTERLAYER .moo PVB INTERLAYER 1B'ANNEALED MUSAX49000MM GLASS 3H8•ANNEALED OR HEAT STRENGTHENED GLASS NNIS•NOM. 7PIr LAMINATED 5/18°LAMINATED 2LA§§ 7/180 LAMINATED GLASS �J 112•NOM. W NO GLASS BITE GLASS BETE 3$ � as 88,87,88 or 92 89,90 or 91 '� �r 70 70 —1E•ANNEALED OR HEAT STRENGTHENED GUM 3MV ANNEALED OR HEAT STRENGTHENED GLASS Otb PVB INTEfS APER • • • • • • M PVB INTERLAYER 118•ANNEALED OR HEAT STRENml* GL 3WANNEALED OR HEAT 8TRENGTHEN84 GLASS 8H8 LAMMTW • • ••i i i 7H8'LAMINATED • •• • • • • AIRSPACE ® VCUNSZ ''�F��'�� —AIRSPACE SASS GLASS • • • • • • • • 1E' ;r 118•APIFEN EDOR TEBRED •s• •• ` tr r ,58706 13116•NOM. 19118'Nt79w1 13/180 LAMI IG GLA$S Wi'118°LAMI 131188 LAAlI1 10 GLASS W/7110"LAMI0. � • ;n f`au: L AL 61I9l1lF H 1 6VrEttAlBNt •• • • • �'/, &I.••..L I mmi o QIrM 7l 81�r Rs� �AL"l %fi�OidAtP.aeFUL llM.8/Nf3LE N!llIK3 WI11pOW A LYN•`�YI�I`ER,P.E. AIL 9Nim/11 O cmwwQWOIANNS7YPB707 FMWHV tXw. slow Z a 11 E FLP.EAUM 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IM FLANGE OR INTEGRAL FII WIN OPTION WM SILL OPTTABLE 1 BASED ON FLANGED WIN 1 N TIP-TO-TIP FRAME 0IAEN8IONS � HEIGHT 0LA88 TYPE 88" 70' 73" 74' 7' MEETING RAIL ,M +80.0 +80.0 -�.0 +80.0 •80.0 +BOA 70.0 +80.0 �0 +80 0 -80 0 +80.0 o+ A.S.M +no .80.0 +80.0 -3.0 +80.0 480.0 +80.0 -80.0 +8p.0 -80.0 +80.0 -80 0 +79.0 � SASH w A.B,M +80.0 -no +•8D.0 -no +80.0 J�0 +80.0 -80.0 +78.8 78.8 +77.3 77 3 +78.9 53111" A.B.M +80.0 •80.0 +80.0 •80.0 +78.8 79.8 +782 782 +78.0 789 +78.4 784 +14.02 UP Toa C,D,E,FAH.I,J.K.L *no 80.0 +80.0 -�.0 +�.0 •80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FII WINDOWS W/HM SILL OPTION TABLE Z. BASED ON FLANGED WIND0W Tit-TO-TI'FRAME DIMENSIONS •� 1MNDOW IIgOHT INWTH GLASS TYPE 36 31V 44" 60818" 83" 73` 74" r MIEETNG RAI. 48" A,B.M +60.0 -80.0 +K0 -we +80.0 K0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0140-0 HT. Sr A.S.M +80.0 -no +80.0 -80.0 480.0 •80.0 +79.9 79.8 +70.0 70.0 +70.0 70.0 +70.0 70.0 � S" A.S.M +80.0 •800 +80.0 no +80.0 -80.0 +78.9 78.9 +70.0 70.0 +88.8 •88.8 +87.8 87.8 W 115` A,S,M +8a0 -80.0 +400 -80.0 +891 -0-0 +7&0 78 0 +88 0 X60 +60.7 88.7 +88.8 88.9 t1P TO 83 C,D,E F,O,H.I,J,K.L +80.0 •80.0 +80.0 -80.0 +80 0 80 0 +86.0 8Q.0 +700 XO +70.0 ?LO +70.0 70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL.FIN WINDOWS Wl HIGH Sit OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DNS�N8 w HI RT M[pBM SASH F~(MAX,YfHt WW HT.Wl SASH m 78"FLA AND 78"INTEGRAL i .p+ [ gI�TH GLASS TYPE 97 9Ir 2211118" 28 3118" 33 3W 39 5Mr 4413198" 60 3B" es 16!'18' SASH 83 919' MU.i.KL +80.0 4MLO +80.0 -80.0 4.-D -MLO +8a0 49LO +70.0 7a0 +70.0 70 0 +70.0 70.0 +Ta0 70.0 MEETNO RAI_ TYPES: TEST RgPORTS TABLE 4. A 5118° 118" FTL4847 481&,4rA 4967 S.6118"LAW- 1f8r 118"HBFn 4Wq S, 4048 C.&W LAW-1/8°HS.0901/8"HS FTL4N7 4649 D.VtW LAW- 18" .060 418"A 'M E.T118r LAMI- 18" .090,3V18rH8 FnA645 F.7198°LAW- 8'HS.090 VWHS FTL4848 47A9 � 13118"LAMI 63.IW T.AIR SP 611W LAMI- 1/8" 1J8'A H.13/18°LAW 0-Iff T,AIR SPACE,8118"LAMI- U8"A,.080,1/6"FIS FRAGOI8 L 13118'LAM]10-1/LI"T.AIR SPA Stir LAM- WNS.060,1WHS FTL4848 �1 J.13t18°LAW IG-Iff T.AIR SPAM 711W LAMI- 1S' .080 3fiW FTL 4849,4880 K.13V18r LAMI IG'-1Mr T AOR SPACE,7118°LAM- r .090 3M" Fl 4960,4658 �r r 111 r r I r L 13116'LAMI 10-IN T AIRSPACE,7118'LAMI- 1106. 3VWHS • • • • •• • • • • • • M.13V16 LAMI m-lAAOR SPA SM41"LAMI- 187 .090 WA •` �r "�dENB�c''•;�P '. PI0TE8 1.WINDOWS YVITII TILE LOIq SIL OLYTWId AIS LIMITED TO A POSRP!!•DEBK%�;RE�tuR G?+eb$F EOWPt AS SHOWN N THE TABLES. NMTNE DESIGN :•. > T'r 140.58705 PRESSURES ARE UNEFFECTED. - = 2.FOR INTEGRAL FIN WINOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1r CTIFROM THE FLANGED TOS-TO-TIP FRAME MONS. _ 3.AVAILABLE SASH HEIGHTS FOR CLI8T0M WINDOWS ARE 12 BW MIM UM TO 3 r M = o '7 a- 5 :'w 4.GLASS TYPES C,G.H,AND i MAY BE USED N SASH ONLY® app T'OF •'��= L.11. +6 6 a48Hdf.AW0r FOXCU8MM 4+1 �� E$$URES '�•:,,'��S/ 1J 9>m7nr a TINS�r ro.eq�naa Ott • � SWGLEHUNGH7NU0W IMPACT A G'Yrddidd!1 PE. Ag' owwl c t wjmw0w AG7rmwnwwwFI�M w r�ecot raeanwVb0fiwor NTS 9 s 11 4048 E Fl.P.EJ5FM FA MOW • • • • • • • • OR • • •• OR: s • • •• •• ••• • • • ••• • • 53118'MAX.FLANGED WIDTH 521f°MAX.IF.WIDTH 49 6W MAX.FOLD D C-1 OLO(ALL) I?8" 7irr LF. SEE OD� IF. SEE DLOA A LF. SEE DLO C—J TAMETABLE C} � TA�.E 0 T8' T�MAX FLANGED FLANGEDFLANGED H HEI TABLE 98 118° X j 4 SASH SEE DLO X 8 TTAA EE DLO X � 0") TABLE � 4 48114°MAX. ANT OLD(AM) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 VERTICALDAYUGHT OPENING 7S'MAX 17wr MAX I I.F.No 14T � HEI Lo TA DLO O I O DET TABLE t E 78' W AAX, 8 41 fiff 41 iff FLANGED FLANGED C 41 114" 40 7>8" HMO Ml IHT -D L J-41 I 52 5ff 5211118' 52 Iff 62 PRomwom t;u as ompift mk&9+6fb w AtLbdb omOLD TAM X I SASH SEE DLO TABLE X SASH DEAL OLL $ + HEIGHT HEIGHT A 34 912" 34 3118" B 27 7118° 27 Iff e C 27 11 lJW DETAIL D DETAIL E D18 16314 VIEW(CUSTOM SASH) RADWStQl3(GUSTO�SAZ3W •• 1 SiS" tb �t����iilrrrrir NOTES' • •• • • • • ••• • V '''•'� 1.SEE SHEETS FOR VERTICAL AND HORIZONTAL SECTION DETALS. No. # 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3 SEE SHEETS 8 THROUGH I I FOR ANCHORAGE WFORMATIOM 4.SASH MGHTS FOR STANDARD SASH WMDOWB(DETAILS B 8 C)ARE BASED ON ATHREE OVER TWO FORMAT. , 0 000 LZ amr C41AA TIBB T • • • • • • A77ow S,DNA1OP ,�� LL rmonrt a CHANStS71d8MOT " °� • (lAA.SOMEHLWGVO V M,FACT 'rr+r,r�r+�`` JAW tltt Q MDC17AB8t81 POa�a iJ4uar ° t" a a.+c E A.PLPE8887�NN MLLM P.6• FdL 8 f NOMM FL p IVTS 4 91 4000�?A • • • • • • • • • • ••• • • • ••• • • I•+-2784' NOTE:WN.(1)SWEEP LATCH AT VENT CENTERUNE OR 26 27 OPTIONAL BOTTOM LOCIs.(1)W FROM EACH S6�OF SASH, NOTE BALANCE PARTS USED MAX. ON SASH WE VENT pAYUGHT OPENN�3 BASED KiF1T 1 9,10,11,15,18 31 m! 4 2.71(r �D 7,8 OR 17 DAYLIGHT 25 OPe" sroE _� 25 h�--�`—'"'MAx FDMD LITE DAYLIGHT OPENNO - ---MAX VWDn4 e SECTION AA ± — — INTEGRAL FIN(I F)FRAME WTIWON 23 ONS — 47 60 MAx !�MF7 HEIGHT 21 z I I HIGH I QUTSIDE SULL I LOW T vrr 49 I4 HRAV1JAMSOUTSIDE o NNG —WIT - 68 2,71 LF.FRAME ii PROMW R0 53OuTma I "` #oqu 1 8 53 63 2.330 (HKSi SILL} 5a (LOW SILL) N U 11 54 67 3 UL'":'•i ••i • • •• ULTRALIFT s;r No.58705 :�t 12 ONLY 12 ONLY SEMON C-C SECTION 13-B ... . ... ALTERNA HIGH S!LL (HEADDETA6-FLANGED RSION) '7. {LOW S81$HOWN} a %gyp ., J E U` Lit 6ft2118 & JR2CWAlYAi�71B8i • • • ••• • • • F a t TMq&Wr • •• • OW fA9PACTA LfNKI )Ct P.E.Q11OGNANM7WO ita{2f4 VffblFLP.E.988106 F 8llkJB 00 • • • • • • • • • • • ••• • • •• •• • • • •• •• • • ••• • • ffm DWQB POM ITIM MAV160 PGTI: 1 4002A FLANGE FRAME HEAD 912225 80 1838 SCREEN SPLINE-.138 DIA HARD 81835K 2 1155 08 X1.0M QUAD PN.Sits 701POA 8I SCREEN CLOTH 04818 3 4003C PLANGE FRAME SU l CWSLL) 812•!28 83 S06 QLA28Nt3 CHANNEL(MB X.600 8633402 8 1828 ADHESNE OPEN CELL FOAM PAD 7PADIS25 84 1161 X 1.000 PH.BUGLE TEK 708X1 6 4004 RMOE FRM M JAMB 812227 87 QL.AZING TAPE,IHS X 112-VIO D N 82BV1540 7 4025 SABH STOP 812244 66 4051A SASH BOTPSCINRAIL SILT 84051 8 4025 SASH STOP 1.126 LONG 812244 60 4050A FLANGE FRAM£BLL ALL 84050 9 4029 SPIRAL BALANCE,3W,6I8".OR 1188" 70 DOW 899,996�EQUN 10 1080 BAI.ANCECONER.3WOROW OBALCVR918 80 QLASS.5H8 U8• PV8,1E' 11 08 X.750 PH.PN,SMS 7834AA 81 B.t9 A'i8,sfi8"LAND. IlrA.080 1A7 HS 12 BALANCE BOTTOM BRACKET 7BALTIM 82 C.GLASS.Mir LAND, U8"H3.090 PV91 13 086H SASH TOP GUIDE 42804 83 0.GLA48,7H8"LAMA f�A�0 PVS.NB 16 08X1 PHILLIPG R ATHEAD S.8TL 78X1FPAX 84 E GLASS,Mir LAM 1t8"AA90 PY9,Iff-n 18 1080-1 BALANCE COVER.1Ili 8" SBALCVR870 86 F.GLASS 7/18•LAMA,11SIA-090 PVB.118`H 17 4063 SASH STOP COVER 84063 t4 GLASS.13H8•LAND K1ti 118"T.AIR SPACE,sd18°LAAD, 1�•A.090 PV8.li8 18 4028-1 SAtB1 BRACM 7ULBRKT 87 H. 13/18 LAND KSC 1t8'T.AIR FACE,5t48"LAND,(1191AAR PV8,1 18 XIW LG.PH.FH.TYPE F S.STL 7932X12FPFX i.GLASS.13M8"LAM Xt tt8•T.AIR SP AC $H8•LAflD,1�"I.1S..M PVB.1/8wi8 21 4064C FI>�D MEETING RAL $4064C M J.GLA98.18t18•LAMS KN 1/8"T,A#R SPACE 71i V LAND, a°A M PVB 8" 23 4� SASH TOP RAL 84006 90 K GUd8,13t18 LANG 1t8"T,AIR SPACE,7118" it 090 M.3H8"HB 26 4235 170 X.270 BACK FIN SEAL 878180 91 L t3t10"LAMA IWT,AI1 SPACE,TN8° V PVB,3N8°HS 20 1098 8ViEEP LATCH 71098 02 NA.GLASM3H8"LAMA '1�"A A82 SPAC 6148"LAND 1 PVB.1A8° 27 1018 X.828 PH.FL.BNAS 7888 28 4007 SASF16077ONNRINi SILL 812230 30 1228 ,BULB VINYL 8TP249 31 4008 SASH 80E RAL 812231 34 1288 SASH FACE GUME 42501 30561 36 1822 LANBSETTING9LOCK3WX2Mt84•X1" 71822K 38 1062 L.AWISSETTING BLOCK I"X3WX1t48• 71062K 37 1224 M NYL GLAZ BEAD SUL6 8TP247W,K 39 1225 GM WJD BUL.a 0TP248K FRAME,I.F.HEAD 41 40389 OLRZANO BEAD,Sfie LANA GI AS$. 640309 42 40448 GLAZING BEAD WIG LAW WGRLL KIT 844703 04071A,S083•T•8 44 4227A GLAZING BEAD,71'16"LAMA 64222 FRAME.I.F.LOW SILL 46 9850 GLAU40SM Mir LANBViER RILL KIT 8986 � 04072A,6M3-T8 48 4067 GLABINGBEAD,13M8"LAN LG- 84087 47 4071A PRMILLF.HEAO O$ 40 407?A FRAIL,LF.LCINSLL 84072 2.37 A >� t 49 4073A FRAW,I.F.HIGH BILL X79 50 40748 LF.JM 04074 ey 52 4009 LATCH OWBLL 784 M INOM 53 1006 BPR91G.BLL LATCH 75RNG TtUCKNESS 4.171 2114 54 2740 LATCH IGH SILL 82740 55 1014 SCREEN FRAME &VER. 8 f4 • •• •�� I%kisisittr S8 1850 SCREEN CORNER KEY WRINGS • • 1 • • THICKNESS ()• Lawri 57 1831 SCREEN CORNER KEY WOUT RINGS • •• • 1 1 ••• •• `` ��'.............. NEp�. 58 1073 SCREEN SPRING ••• :' 59 1824 EEM SPLINE-.138 DIA FW 61624K FRAME,I.F.JAMB +it 140.63705 _ FRAME #40740,063-TO I.F.HIGH 3{LL (uBEo AB ttADit)8 T�HEAD) • ••• • ••• • • 49 04073A.8083-T0 g TEOF a •. w •• X15 a pO4 flB8 7 • • • • • • • PARTS LAST :Fioa.o?.• l807lT1 o N10Or 71 1 NX Room � • •• FL • ALM.S NYGLE HUNG WNVQUfl1t�IMPACT ''''A L'SYi�dI'WA P.E. . JJs 1 C QArOLAad71f4'TtlT7 l a•HIr4 IR+t8lyBetmr (fig 8 s?? 4040,2p 8 FLP.L#SF705 �.rc • • • • • • • • • • • •• .• ••• • •• •• ••• • • ••• • • I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 � 2 �I.F.FRAME I II t O1. —2.7" - l .062— FL— F _23 ,� I 6 or 50FLANGE FRAME HEAD O4002A, 46 2 � I WELD ALONG 1.749 O FLANFRAMEE SILL(LSM 6 or 50 SCREW I BOSS(2) AST HEADD AND SILL 12Z710 1 �1513�{ I - .490 .040 VIEW E-E .062— j 70 1 f--.1.451-4 TLH VIEW DID TDP F.AD ONLY) ('U1&VFW HEAD&SILL RADIUS TOP 80.L) (RADIUS O SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION O .050 FLANGE FRAME JAMB 7 #4028.5Q83-TS 17 z4o5s.5383 T8 6 1+4004,508;1-TB -. ties �+- (USED AS RADIUS TOP HEAD) 41 GLAZtIdG •5H_6° #4M 6003-TO 1.975 QEt J35 1.7tY1 31 SASH SIDE RAIL � � ,mss,e�3•TS 21 Ft TS L 23 Tww e Ts 28 SASH TS�LtLOw} Am Loss—tom--►1 r•cnx crssv�eD 575 GLAZING .5/16° s�a� O (U8�tl�w GRILL�itlM DO � I 2.329----+••� 1.0�-}•►--�I� rmm•• •� GLAZING BEAD 71160 i 3A46 .• •• • • • • •. �iun� • • • • • • • 1,OB7 • • • • • • • A" c!F • •• • • • • ••• • f GLAZING BEAD,1 X16"IG •• • •• 1.115-�'+---�'{ `/ I"'—z 784 GLAZING BEAD 7/16° �.s57os Q FLANGE FRAME SILL tH } SASH BOTTOM RAIL tom) O . — aaosoA, •.ISA�'6..• • (UstlV! ? °� 7 ►5 chi; 'T5 • • • • • • • • • p • sr E ki, wv tz tY m E 1t10t •• • • • • • • • �(7 wtow&FRAME CORNER DETAAL ` ]NNWmrinrl a �a nSsr •• • • "' • ALUM.SINGLE HUNO WINDOW IMPACTlow— f��'ss�ptVAt.� •' n LVDPt4.P.E. 1 4 NO ► P wa Ybfbh Barer p ! 7 toll 4G40w P FL Pis:O A &M JA Maw • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAaLE& ANCHORAGE NOTES: ANCHOR OWTMES FOR 11M FLANGED WINDMS 1.ANCHOR TYPE 1-1/4•EICOTAPOONS www H1�rt' ,t�FLEx SUBSTRATE 30.803 40803 46.803 51.81 6&803 84.80;1 78000 3-41aSCREWS p p V D ' ANC R LOCATKXI8 ARE BASED ON THE wBVDOw c Ass N P Ci K �i P r 8 M V FOLLo sir DIS. HEAD-181P1'MAX.FROM TOP CORNERS 1MDO TYPE JAMBS-17lir MAX.FROM TOP CORNERS C,p,E,F,p 1 1 1 1 1 _1 1 1 1 1 1 1 +-2T2 1 11 110,MAX.FROM BOTTOM CORNERS H,AAKL1Y94711i119Z2Z1i22 22222i2222222222z2232a338•MAX.BELOWMTG.RAIL SN l-ANCHORS NOTREQUIRED1 11 4 1 9 NCHOR i 1 4 1 1 1 1 1 1 1 1^ 1 1 1 1 u19211922212 2 2222222222222222222232233 3• US M� C,D,E,F,Q 1 1 1 1 4 1 1 *_iM 1111 1 1 9 1 1 1 1 1NOTEa. �� H,AJ,KL 12441212121222222222222223222223222333Z24.TA�EWIDTHANDHEIGHTDI AM FOR 11 1 1 1 1 1 1 1 1 4 1 1 1 1 1 p Y,A ,�GRAL FIN DIMENSI�AB'M 22222222222232222232223332233 ARE1•LESS. . 4 C,p,KF,a, 1 1 1 1 1 _1 1 1 1 1 1 1 1 9 1 2^ 1 1� 2 ..1.. 7 2 1 4 8 pEgPRFflfiL LLTA710NS H,AJ,KL 1212a2231222231223232223232223332253343233343344 SM BrrAUcjzED L ABaVE THEM, I TEA 1 1 1 7 1 1 1 9 1 1 9 1 1 1 1 _7... .._1.. ..1 -1_ ..1. MAXIMA DESIGN PRESSURE WITH THE QUANTITY qB,M 121222231222231223232223232223332Z33343233343344 OFA BHOWNDISOLD.0T1ERVYISE, THE IGN _ _._.. C,D,E,F,G, ,1,. ._7- 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 . y2 2 1 2 2 1 2 3T. PECTMSIZE K%AKL 22122223122323222323222323232pRESSURE FOR T,* 334233334333438334A AM rfmIs 1 1 1 1 1 1 2 4 1 2 1 2 2 1 2 2 9 2 2 1 2 2 1 2 AVAILABLE. ... _ .. ... ABM 22122223122323222323222323232334233834333438334 C,%E,F,O, 2 2 2 2 2 a_ a 2 2 a s 2 PSF 79 2 a 2 2 2 Z 2 2 2 2 2 2 40.000 KVKL2212222322a3a3a223232323242333342334363334483344 AB,M 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2_ ? ?_ 221222232223232228232323242333342334383334483344 TABLEPOF 79 KEY: C,D,E,F,G, 2 2....2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 MAX PSF 44.000 MAL 2222222322232322332423333423383423343833g4483448 �p1.�TEDI118 rRaDUcrRaY1ED I{B,41! 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 � 2 �,• uu. aa 222222232223232233242333342333342334383334483448 JAA�8�N23 18 ` MrG.RAA. C,D,E,F,Q Z 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 ? 2 JMM BELOW 46.000 H,WK,L 222222232223342933942334342334383g94383348483488 MM RAL aB,N� 2 2 2 2 a 2 Z 2 2 2 2 2 2 2 a a a 2 3 2 2, 3 2 2 �� "rltrr Z2222Sta32223 2 � 9 6 3 2 343633343833484634 $ 6 F 71 P 7a 78 78 • •• • • • •• Z 3 C,D,E,F,O, 2 2_ 2 2 2 2 Ze 2• 2 2 3 2 2 3 2 ..8M32 JANG G.RAL 831 H,AJ,K,L 22222223222334233434238434333438834448344r' �' =J;:' No 68705 JAI4G Bp.Ow 2 2 2 2 _2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2cAB,M 22222223222 4 334 4 43 3d438334446334 � � • • diORAOE.�ACINO 7/1 WfNO0W3 ,l0.. ..�xomuP fJk a 8 d6N1# 7M8 ,7 •• • • • • • • • 'SCS' upon-NW- o MOCHANOW THI88MW .• • • .re i ALUM.8#MR HUNG WIMMO 'A1:T '%CONAL�ty•, Jit rml Aro 1lA9 p ra Vt $,Ate+oer D 31T8 8 s t 9 " E A_FL P. .9 SP E P ?Iuw • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VEW AND RADRJS TOP FLANGED WINDOAtB 1.ANCHOR TYPES: 1-Ito•ELCOTAPOONS WINDOW HEKW 2-Ila•ELCO SS4 CRETE-FLEX 3lY;STftAT : 20AB 37.155 44.886 82155 89.886 87.185 74.858 78.000 a-#12SCREWS 21 0 ANCHOR ARE W981OW GLASS "' 8 "8 8`� N B`�8 N 8 p 1 $r 8* 0.1- c N o z N z $ 2 FOLLOWING DIMENSIONS: ON THE 8 8 8 JA�►�S-17Ilrr•MAX FFRW MAX�OM!TOP CORNERS TOP CORNERS WIDTH TYPE C,D,E,P,G,_1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1....1... ..1. _1 _. 1 . _1__1 .Y,1 _!• 16`MAX.FROM BOTTOM CORNEA 19.128 K%JK'L 1 1111122212222212222R22ij-22112- 22222222322232322232 8"NW(BEL�iYMTGRAIL 1 1 1 f 1 1 1 1 1 1 1 f 1 1 1 4 1 1 1 1 1 SU-ANCHORS NOT REQUIRED A,&M -i - -11111 f 2221222221222222222222222322232322252 ggUANTI �T�INGTHEDIMENSIONACRITR QUANTITIES USING TLB:DIMENSIONAL CRITERIA OF PBF 79 NOTE 2. C,D,E,F, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 �4 24.00 0.G,KL 1111112211222222224222222222323222g2322232322232 4•TABLE WI }�NOHEIGHTDIMENSIONAMFOR �4B,MAM I'LESS. 9 1 f 1 1 1 1 1 1 ! f 4 1 ! 1 1 1 1 1 1 1 1 1 1 FLA WINIDOWS.INTEGRAL FIN DIMENSIONS i4 '19112211222222222a2222222232322232322232322232 PSF 88 77 6. DESK V PRE ' L9�A BLOCM Of THE ADJACEN1 _ C,D,E,F,G, 9 1 1 1 f 1 9 1 1 2 1 1 2 1 1 1 1 f 1 1 ..9.. WITH ._.1_ .•1..._1. BOLD VALUE THEK INDICATE A 3x.000 K1AIf,L 41 91112242242322222832233333283332233433243435243 MAXIMUM DOM PRE88UREWITH THE QUANTITY A B,M 4 1 1 1 1 1 1 1 1 2 1 1 2 f 1 1 1 1 1 1 1 _9-. 1_ 1 OF ANCHOM SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN 1911112222gZ2g2222S32289 33233832233433243433243 FQR POF 89 87 78 9 4 Y Id-1 2_.-1. .__a...._? 1 2 a 1- -2 RESPECTIVESIZE ? ._1_. -2. .2.. _ 1__ 2 2 1_ 2 37 W0 HLJ•�L111191YY222R32223332233333343333233433243443248 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 ? 1911414422222322233322 333334353323343 243445243 PSF 04 79 82 79 ,D,E,F,G 4 Z 2 2 2 2 2 2 2 2 2 2 4 2 2 2 2 _2 2_ a _?, ,?,-_�_. 2_ 40� H,1,J,K,L 1111194422222322333322334333433333434483434433 $ 3 A,e,M 2 2 4 2 2 2 2 2 2 2 2 2 2 2 _a 2 2 2 2 2 2 2_...2. .-2 11911144222 � 232283332233433343333343449343443383 TABLE kpt PSF 4'9 79 N 70 79 IMAX PSF ,D,E,F,G, Y 2 2 4 2 Z 2 Z 2 2 2 2 a s 2 2 2 a 2 2 2 2 2 a 417 44,000 HiJ,K,L 4494144 $ 22SY33223334293344334344334g448S45443584 HEAD 3 A�A 4 22 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 ABOyE 3 3 ACQ°P0°DOD ��111 t111224Y3322S3342333443343445343443948443564MrG.RAL PS 48 74 79 78 JWUB BELOW C,D,E,F,G, 2 22 2 2 2 2 2 2 2 3 2 2 2 Z__-2_ 3 2 2 3 2 2 �� 48,000 KW.KL 1141 '224Y332233943338443944443344444354444884 A,e,!! 4 2 2 2 4 •2 •3 •2 4 2 3 Z 2 2 Y 2 3 -2 „_a._ . ?_. .a._. .?... _ .. 114122423 223 3 - 4 344448 44444384444384 IAD Z `��+�pN�► ����i,��� PSP 411071 79 79 •• • • • • •• • lum ABOVE 2 2 a�cflN3F'•;gyp C,DE,F,Gff2i Y 4 2 4 S 2 •i/ 8 2 3 •7 3 3 2 3 3 2 3 .3 ...2.. ..3. AAIQRAO. :4c„ 83.128 H,i L 19ZY2224839333443944443344448344584584884384 .LMISBELdSIV _ Nabls705 A,B,M Z 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 34142224 1lSS 33 43 44 344443544644354844384 MfQRAO. `O �rA FS ;.tti • • • •• • • • • °°�' STANDARD V/EW ����'�. .,Rtpr�oA.•'��' � low- JA momt a Ill Ti&BT • •• gNCF/ORA(�E SP �` ALUM.SWGLE HUN©WINDOW IMPAG7 A.id>9L1. P.E. ON aftwooftOIOtMt low C ADDVPK4XY MMICHDROTY)SBYE AFLW4 a D NTS —0 w 1? 0(f7 E FLP.E.0SM AK JAL 20w • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 ANCHORAGE ANCHOR QIJANTITFEB ABOVE ET94G RAIL EAD&JAILS CU9TOA FLANGED THENW SNS SASH HFA�rr TABLE 7. 1.ANCHOR TYPES:NOTES: COTAPOONS WINDOW HEIGHT 2-114'ELCO SS4 CRETE-FLEX SUBSTRATE 17.128 22888 28.211 33.764 39.286 44.839 �� �� 3-#12SCREWS g V D Q O c V 2.ANCHOR LOCATIONS ARE BAKED QN THE FOuoWul� WINWW (iiASS N N N N '- �d L3 N N N �$r � a N N � N N 8� DIMEN918 V tIVU)TFI TYPE 3 3 v t�AD-18 Vr'MAX Ft�AA CORNERS D,E F J 1 1 t 1 1 1 1 1 1 1 1 t 1 9 1 1 1 1 1 1 1 1 1 1 JAMBS-171CV MAX FROM TOP CORNERS EETING 18128 11112"MAX.ABOVE THE MEETING RAI K,L '1 . .'.. 2 2 2 2 2... 2 2_ -2 2 2 2' 2 3 2 3 $ 2 S 3 S 3 8'MAX BELOW MM RAIL D E F.J 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1._ t8 MAX FROM BOTTOM CORNERS 4M NOT REQUIRED 24.000 _. _....._. _.._._._.. . K L _ ....'_. 1 2 2 2 2 '2 2 2 2 3- 3 ....2 3 _3 2 3 3 3- S 3 3 4 9 SOS THE ANHCOR QUAmTnE3 FOR CUSTOM D.E,F.A 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 VIEW WINDOWS FROM TABLES 7.AND 8.USING THF K L 1 1 1 21. 2 .2. 3 2 3 8 3 3 3 2 8 4 3 4 4 3 4 6 3 6 DI ENSION& p Op 1�7E 2 USE TABLE T.FOR ABOVE THE MEETING RAI.AND TABLE S.FOR BELOW. PSF 791 VIEW $7.000 [DF FA t 1 1 2 1 2 2 1 _2 2 1 2 2 1 2 2 1 2 2 1 2 12 4 2 4.AVS ARE 8A81 NEW"MD ,O W M� ._ ... L 2 4 S 2 3 S 3 4 '8._. .8' S' 4 S 4 4 4 8 8 4 6 6.TABLE WIDTH AND HEIGHT OMPNSM ARE FOR P8 78 79 78 70 FLANGED Wim.INTEGRAL.FIN OMENSKM ARE 40.000 2 2 2 2 2 2 a t a 2 2 2 2 2 ? 2 _?.. ..a_ .?.. ..2.....?..a_ 2 1'LESB. _. . A 1 12 a_ 12 8 8 $ 4 3 4 4 3 4 4 S 6 4 4 6 8 4 8 'SBLof''I A ��TABLEWITH A BOLD Y9 78 78 ITALI=VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 ? z 2_. ,_2 a 2 DESIGN PRESSURE W17H THE QUANTITY OF ANt2�t6 11 Z 2 2 $ 33 4 4 4 4 _.3_. .84 3 B 6 4 6 8 4 8 ININ ITHE RWISE.THE MA)OMRIMDESK>1 79 70 79 79 71 79 73 79 RESPECTIVESIZEAND 4a000 2 2 2 Z 12 2 2 Z 3 2 12 2 2 2 3 2is 3 2 ?. ... ? .?- GLA$8 TYPE Ki9 1 12 Z Z 3 8 8 4 4 4 S 4 $ S 4 !i 4 8 8 8 8 AYAILABIE is 63 71 79 6f 74 69 77 69TABLE 7.KEY: 63.'1128 2 12 2 2 2 3 2 2 S 2 9 3 2^ 3 3 1.2 3 3 2 $ K,L 1 1 t 2 2 Z 3 8 S 4 4 4 8 4 8 8 8 B J 8 -6... 7 ,L8YS1 ED) 492 HEAD 2 ANCHOR QUANTITIES AT JAIABS BELOW MEETING RAIL,CUSTOM FLAKED V BASED ON SASS� J�A90VE 2 MM RAA. 8A9H HEK#R SUBSTRA TE- 12776 16.7781 8.778 1 21.Tm I x.776 .778 x.776AMOHOR TYPE:. St.t t VVINDOlW °•t' N ° N � �t '- N 11 Ila 1I (1q 2 a P N N N T JAIUBA 4 Px0Mrcr ti -cmWIDTH � 1x126 1 1 1 a 1 1 21 2 1 2 2 1 2 2 2 1 2 1 2 2 2 1 2 a 2 2 2 2 z MRO RAS q•ot 32� 2 1 2 2 2 1 2 $ 2 2 3 1 2 1 3 3 2 3 3 2 3 4 2 3 4 2 3 79 TABLE 8.KEY: 2 1 2 2 2 2 S 2 9 3 2 3 8 3 3 $ $ S 4 3 S 4 3 4 MINX PSF 40000 74 12 2 a 2 Z a 2 3 3' •$ •' 4 3 3 4 3 4 4 8 4 a u►nl JAM BELOW 09 79 • • •• • • • • Q RAS. ``'*,o' 44.000 2 a z a a a s 8 3 4 $ 4 6 3 4 8 S 4 • • •• 4x000 7a 78 ;Y: NO.68706 iY a 2 2 2 2 3 a 3 4 3 3 a 9 4 4 a 4 6 3 a 6 $ 4 .145 �OWF--{ - 63126 79 2 72 4 3 6 3 4 6 3 6 6 3 8 Q - ` 1 Z 2 2 2 2 Z 3 4 3 ;( •. SrarB of tV. •• • • • • • • • AlH(x IORAGE SPACINQ CU.lSTOM 4AEW %�s•.�comoa..''��,` LJIi BH8N8 B 7f1N81�rT 16tot .o� ,�G• Jzi ALUM.4#"E HUNG WINDOW ACTA L NNILLL P E. JJ7 Q 7NRS T sesta t bBet+a+ a 11 4040.120 E FLP,BJiewmo NTS 10F Zat/37 •••• ••• •• • • • •• •• • • ••• • • <43 1:FOR CONCRETE APPLICATION IN MIAMI DAA COUNTY,USE ONLY MLANI DADS COUNTY HEAD AND SILL OFTALS) WO APPROVED 1,M.COTAt21 OR IW S84 CRETE•Fl-Ex.MINIML aA DISTANCE F ROM 1.314°MK EDGE— CONCRETE ANCHOR 2.FOR WOOD APPLICATIONS IN ROM bflAN9 DADf COUNTY.USE#12 STEEL SCREWS(GO OR SEE NOTE 1&3) 29 WOE BUCK 1•MILL EDGE 114.884 CRETE-FLEX (SEE NOTE 4) HEAD A{,(CH�tS,WIRE IN SECTKXNB ON THIS PAGE AS 1x ARE WHOSE 3 8 . •'. +'..13B"k11N«114•SAPCON 4 TOTAL THICKNESS 18 LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • •. 13N"MIN,114°CRETE INSTALLED DIRECTLY TO SOLID CONCRETE OR CNN WOOD BUCKS DEPICTEDAB 2x ARE OPTIONAL 1x • 1 11PY THICK Oat GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK N. WEERED BY OTHERS OR A8 AUTHORITY HAVING JURISQICTIDI. (8EE NOTE 4) b 1MAX 8�3 11 AND A MINIMUM OF 1fi°THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE A 812£TO PROVE FULL SUPPORT TO THE WINDOW FRAME SNKARTOTHAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS.THH ANCHOR SHIAU.BEAl12 SHEET SHIM SHIM DETAIL A AIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE AI.Ulditft IF THESE CRITERIA ARE .THE RESPECTIVE DESIGN PW.MM AND ANCHORAGE SPACING FOR TAPCONB CAL FLANGED HEAD AP�F)ORAt E MAY BE USED. COMPONENT FRAME COMPOMAY BE SU88TRUfED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MILLED APPUCATIONS.FOR INTEGRAL FIN MUUEDAPPUCATIONS IT LS EXCEPTABLE TO REMOVE THE FMI NO ATTACH TO THE 11/4' 1313• MULL THROUGH THE FRAME USING THE FLANGED FRAME MSE RETIREMENT. MIN. MIH. S.ANCHORS ARE NOT REQUIRED AT THE SRI OF FLANGED UNITS. U4"MAX.SHIN-►��- 1/4"MAX.SHIM-+j 7.MATEWLS.MMUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT I •. I` 7 WITH OTHER DISSIMILAR MATERIAL8 SHALL MEET THE REQU NTS OF POD CURRENT, EDGE 1 MINEDGE MIN EDITK)N. t:. D ANCHOR,WOO CONCRETE ANCHOR. BELOW MEETING RA •! BELOW MEETING FRAIL(SEE NOTE 2&3) RAIL.(SEE NOTE 1&$) • .i 3.35 X81 VX CONCRETE INTERIM OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) .f;�• E%TERIOR 1x BUCK OPTIONAL WITH SQf.iD COTE 2X WOOD M= OR CMU SUSSTRATE(SEE NOTE 4) NCrrE DETAIL C ETAIL D CAL FLANGED JAMB ANCHORAGE 114° 616"MIN.EDGE 2.112°EMBEDMENT MAX 114' SHIM WAD FRAME PRWUCrRgvlm BaUftCodc W�FRAME __EM 1 F{aids RODE A goal .131°GIA.MIN. x 2112°NAIL, 2-Vr AT CORNERS .131"DLA.MIN. AND W O.C. W0�FRAME x 2112"NAIL, ATCORNERS AND 6"aC. �� • • • •• 114• --TT••--ff,CC • •• p1 MIN N LYNAt •i i i • i AT OORNER6 SHIM •• ••• •• • ��„Qe 2.112"EMBEDMENT z' DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL (SILL) ? No.mos s • •••TYPIGAL INWRAL SHIN IS .Ir u1c a reuwc >teNovE •• • • • • ANCHORAGE DETAU =0,�. sfArr of '�, .tJ 1QB//t1 0 l�CJ TtA881IEET R • AL(f11�StAGLEHUNG W94DOW SACT � � ` E XNAMI Q NOt2b9 TNG T &Iaw vo asare T9Barcer s $ 1f a tt 4040,ZD E FL FJG I 9�d8187 • • • • • • • • • • • •• •• • • • •• ••