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WS-13-905Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 190319 Permit Number: WS -4 -13 -905 Scheduled Inspection Date: April 11, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: EICHNER, AMBER Work Classification: Window /Door Replacement Job Address: 285 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: CHAMPION GLASS INC tsunaing uepanment comments REPLACEMENT OF EXISTING WINDOWS AND DOORS WITH IMPACT RESISTANT 21 OPENINGS Phone Number Parcel Number INSPECTOR COMMENTS False 1132060134700 Phone: (954)564 -3435 Passed Inspector Comments Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 10, 2014 For Inspections please call: (305)762 -4949 Page 2 of 31 Miami Shores Village Building Department IOM N.E.2W Avenue, Miami Shams. Florida 33138 T& (305) 795.2204 Fay (305) 7 .W2 IMMEMOWS PHONE NUMBER: (305) 7a4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 3 2a d3 Permit No. 713 — cim Master Permit No. .Ji. 1 =iJS iu y� r !1� .Ire ±' ROOFING FOhOrPerce)#: Is fte WMIng HitorleAy Yes NO Ise Flood Zone: OWNER: Name (%e Simple Ti lebolder): , ��° r /'�•�� Jl� � Pho�#: ' Ads 5-7,q .` ' AX; -- / /:i JV7,1 city: State: TemmU Amee Name: Email: chr. • _ U_ i. �' r n� • • t ft C=fifkafion or g n ri _.pufflem of Compftwy ConW Phone,* SSA ff VaW a of Work for lids Permit: $ 2i%-1A2- Footage of Work: Type at Work: OAd&don OAlteradon ONew 2&epatttRe hwc gDemolition Desadpdon of Work: �' , 5 Sabmidal Fee $ Permit Fee $ ccF $ CO/CC $ sea mdag Fee $ Radon Fee $ DBPR $ Boad $ Notary $ TraWnglEdncation Fee $ Technology Fee $ Doable Fee $ Stnwtnral Review $ 11 TOTAL FEE NOW DUE $ t Bonding Company's Name (if applicable) N 1ft Bonding Company's Addy city state Mortgage Lender's Name (f applicable) tv 1r t?! Mortgage Lender's Address z City state Tap Application is hereby grade to obtain a permit to do dm work and installations as indicated. I certify that no work or instaIIation has comma prior to the issuance of a permit and that all work will be performed to mm the standards of all laws regulating canes in this jurisdiction I understand that a sedate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WEC IS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I =* that all the foregoing information is accurate and that all work will be don in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COhD4ENCENIENT 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 COWMWENUM ' Notice to Applicant: As a condition to the issuance of a building pem* with an estimated vahw wweeding $2500, the appU artnt must promise in goad faith that a copy of die notice of commencement and construction lien law brochure wiU be delivered to the person whose property a subject to attachment. Also, a cert fwd copy of the recorded notice of commencement must be posted at the job site for the fast inspections which occurs seven (7) days cpler the building permit is is n absence of such posted notice, the inspection will not be approved and a reinspeetion fee will be charged Sigoatuise'i / Si Owner or Ageot Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me d1is_2,Lq day of , 20, by day of ` 1 : ` 20 by &O-ZS �0 n l�,oa who is RCRRnally known to me or who has p who is n me'or who has produced As identification and who did take an oath. identification and who did take an oath NOTARY PUBLIC: NOTARY PUBLIC: Sign: 4 Sign: prim `�� 0 Print f+krP_Sr, ft2LX_j P 0 My Commission Expires: VMABREU MYCOMMIS84NiEE8M1 My a fi THERESAMAHAOEO ,? EXPIRES Au ust 16, 2016 ` • " ": Notary Public •State of Florida ql TMuNataryPu6pe>In ;b *bQ, My Comm. Expires Oct 7, 2014 A .��... cr .... PPROVI�.D BY Plains Examiner Zomag Structural Review Clerk (Revised 3112=2XRevised 07PIMIXRevised 061110rANXRevise13 115109) • . e t�� n" i��i �� nisi �'�� u�� C IF N 2013s> OZ4.0685 OR 8k 28607 Ps 0204; lips) NOTICE OF COMMENCEMENT HARVEY VINP� CLERK OF CO RT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARM- DE i {� a CLERK Of COURT j f � i'kiAMi- 17�At)I; COt!#�TYp F'L#3RiC)A I�(sl� LAST PAGE PERMIT NO. TAX FOLIO NO.«"320Ca- 013- -4�tao STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be ms0 "W 1. property, and in accordance with Chapter 713, Florida Statutes, the foll Is provided In this Notice of Commencement. Space abov Werved for use of recorcing office 1. Legal description of property and streetladdress: � Shc % T't'�jK�4 2�S �'6 roe �caee. -� .cti. �h� '�i1►3g 2. Description of improvement: VA NSAmn& Winb •► 3.Owner(s) name and address: Interest in property:F �� r Name and address of fee simple tItAoIder 4. Contractor's name, address and phone number UN R- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone.number:, WIA Amount of bond $ 6. Lender's name and address: w t I t4 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served -as provided by Section 713.13(i)(a)7., Florida Statutes, Name, address and phone number: %J- 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. ►.? 1tr� 9. Expiration date of this Notice of Commencement: _(the expiration date Is 1 year from the date of recording unless a different date Is epeoifiedi WARNING TO OWNER' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures wner(s) or Owner(s)' Authorized Officer /Director /Partner/Man er Prepared'° Prepared By Print Name Print Name e Title/Offlce ¢� � Tftle/Offioe STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing inst ment was acknc ged before me this day of I 6"`e Z O 13 By C W 01 - ❑ Individually, or ❑ for ,or tfolula the following type of identiflc Y'A '�� THERESA ure of Notary Public: �g,, Public State of D14 ame: tl AA My Comm• Expires Oct 7.2" nmaR.'C'i ... Print S Ck ceainn # ES 33235 -a �� - - - - -- - o -- - -- - -- - - -- - - -- - - -- - -- - ,�Pn "'vs•,, dury, I declare that I have read the foregoing and THERESA MAHADEO ; °. ,'�. at the facts stated in it are true, to the best of my knowledge and belief. ;, b �+ Notary Public - State of Florida My Comm. Expires Oct 7, 2014 Si urs(s) of Owner(s) or Owner(s)'s Authorized Ofloer/Director/Partne anager a• „ A' ova: Commission # EE 33235 Inol- zraees ano From: 04/24/2013 11:10 #101 P.002 /002 coRO® CERTIFICATE OF LIABILITY INSURANCE °�. - �3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT., If the csrtifteato holder Is an ADDITIONAL INSURED, Ow Wtoy(les) mist be andonw& If SUBROGATION IS WAIVED, a0loct to the term and corAtlons of the policy, certain policies may require an andormnent. A etebement on this certificate does not conifer rights to the certificate holder In Neu of such endorswm . s . PNOwrr;EVe ROY R PETREE, CIC, LUTCF PETREE INSURANCE SERVICE$, INC. 1500 UNIVERSITY DRIVE, STE 201© CORAL SPRINGS. FL 33077 FoueywRam PH P 7 1 e 755.6412 ROTO—PErREMNSURANCIL900 Lam a: AMR : NGT SPECIALTY INS. CO. . uB' CHAMPION GLASS, INC. 4720 NW 15TH AVENUE SUITE 4 A FT: LAUDERDALE, FL: 3330.8. srsuNea s: TRAVELERS IW 00, 2/1fI12012 s c.- SCOTTSDALE INSURANCE CO. FAaNO MOURN- a s 100 000 ru4ED77� are ereon no I R•_ PER90NALaADYIWUIW MOT fIli I,I Trlx h:�:y,1z(*?- %,ZUIII:'a_l;: -4:A%L j fl I17111:`:Ia�: THIS I TO CERTIFY THAT THE POIJCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE.IItiSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.: N07WITHSTANDWS ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO wurcm Twis: CERTIFICATE MAY BE ISSUED OR MAY: PERTAIN, THE INSURANCE: AFFORDED BY M POL.ICMS; DESCRIBED HEREIN 0 SUBJECT TO ALL THE TERMS. EXCLUSIONSAND CONDITIM OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCE} BY PAID CiAIMS.::::. . INSR "M OF WSURAMCE FoueywRam Lam A : UABWTY X COM10=4 ca�rlERAL LMAY CLAMS D aexutt X CONTRACTUAL Y Y VBA218x08 00 2/1fI12012 ZMBIZ013 FAaNO s10000SS.:.::. s 100 000 ru4ED77� are ereon s O PER90NALaADYIWUIW $1000'000 X BLANKET ADWL INSRD oa a Ac;ura> r►TE is Gm AespwATE uwrAPPLIES PEI§ X PbLw P ROC PATS - CObmp Abe s2,009,006' ALUM U,1 ,, PAWAJTO ARUM X AIR IUD Avros X AAUUT X BA 2145iV536.0l1SEL 3/03/2013 03/031207 - 731,000,000 BODLY BJ. M (Per M-11) $ B=Y KWRY S C UkMR1 LLA LAS OMM wS: X OCCUR CLAM*;-WM X A 14692905 2M$12012 ?!1$12013 aw" 66mmaim 0000 000. . X Agewwre : 33,00,000:: ® .... wcoMPpur�rNa1: iA1Pe oYERa• LIaJMLItY YIN ANY Pik pFFUMRIMEMOM ECCLUND4 (ila:Wat�rUrNA) o NIA o E.L. EACH ACCWM1T E.L.DAEASE- EAEMvI S E.- tease. - PuLxsr umm Dl9TION wt oP�eal�e r LoeAT rYE1HCL� tAtlPar ACORa tol,Add�ae,at ad�uta, U:aore> rs regatrod) PROJECT: WILLIAM G. WOL.K -255 N E 100 STREET, MIAMI SHORES VILLAGE, FLORIDA 33138 GEKTIFIGATftH L JtK GA1NVrA1A7Jr111 :. CITY OF MIAMI SHORES VILLAGE 10050 N E 2 AVENUE SHOULD ANY OF THE ABOVE DESCSrsED POUCWS BE CAPICELL.ED MOORE MI MF SHORES VILLAGE, FL 33138 Acco DA CEWlITH DATE PRO NOTICE � � Rte® � AUVOMMIREPRESMATnE �- Tl� ® IUB -2010 ACORD CORPORATION. All rights reserved, ACORD 25 (2010111M The ACORD name and Togo are registered maws of ACORD Tax Amount Transfer Fee. NSF Fee - Penally Prior Years Caitect3an Cost Total Paid 27.00 0.00 0.00 0.00 1 0.00: 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax isi levied for the privilege of: doing business within Broward County and is non- regulatory in nature. You must meet all County andtor Municipality planning WHEN VAUDATF-D and zoning requirements. This Business Tax Receipt must be transferred: When the business is sold, . business name has changed or you : have moved the business location. This receipt does not Indicate that the business is legal or that it is in compliance with State or local laws.and regulations. Mailing Address: CHRISTOPHER GORiAN Receipt . #0.18 - 110.0019562 566 E PROSPECT RD Paid 08/06/2012 27.00 FORT LAUDERDALE, FL 33334 f 1 M k r a t s �+3dA6�J -DR9E COIiAiTY. X72 LOCAL BUS TAR RECEIPT, - 260. � FVWT -CLASS TAX CO4l GiDE3• 140 ER S% .: NFIAlY'00ArtlB CiillMY - STATE 4� FWFIM - UA POSTAGE iBt FLOt3R`: :. Pa1dAF#8 SEP7 30, 4 MWTidB:DI5PLkYED AT PLA4wE PAID A6�1, T 1 FIFUI F, K. i71 COUt11Y C.'+ 8A�`A�ii 8 d4 Vii@ AERNFT N0.237 384321 -7 PAY RENEWAL SUSIRM NAME t LOCATION REOM" NO. 401250-.6 CHAMPION GLASS INC CC # 0590005.5 DOING BUS IN DADE CO OWNER CHA14PION GLASS INC sec.: Typo of su$tness WORKERlS Tm �9 WA CIALTY BUILDING CONTRACTOR - - 16 - RUSISI6@.S TAIL REM". IT DAES kOT POWT THE .. . . .. HOLDER TD YOUTH AM L.IIi4m TF LAVVE Tw, C,,,, T LADE Oi TNY DO NOT FORWARD =s .1 EttE'UM THE HCLDE9 Mum ANY'OTN&H ... :. - - - - Rr"r UN UOEN36 P -twip. Oey LASY, im m TIM Qa `OAal'aL° CHAMPION GLASS INC . ICI. TIOR G CHRIS GORMAN FIRES 560 E.PROSP.ECT ROAD �a"n`mcaa�"rTAZ FT LAUDERDALE FL. 33334 ' sfn,xcrDw: 08/07/2012 60010000263 000105.00 ” ,.,„ll,.l,,i „ii +,,,li,,,, joil,;ff,,.,�g,J SEE OTHER SIDE D Miami -Dade My Horne My Home Show Me: Property Information Search By: Select Item Id Text only ur Property Appraiser Tax Estimator EjProperty Appraiser Tax Comparison lj Portability S.O.H. Calculator Summary details- olio No.: 1 1- 3206 -013 -4700 roe 85 NE 100 ST ailing WILLIAM G WOLK ddress: JULIET N WOLK eds /Baths: 85 NE 100 ST MIAMI Floors: SHORES FL _ivinq Units: 3138- Prooertv Information: rimary Zone: 1000 SGL FAMILY - 1 2011 101 -2300 SO LUC: 0001 RESIDENTIAL - nd Homest >a.! INGLE FAMILY eds /Baths: /2 Floors: 1 _ivinq Units: 1 di Sq Footage: 2,515 Lot Size: 14,706.20 SO FT Year Built: 1950 $357,667 MIAMI SHORES SEC 1 $50,000/ MD PB 10 -70 E1/2 OF Legal OT 21 & LOTS 22 & 23 Description: LK 34 LOT SIZE $50,000/ 127.880 X 115 COC 4740 -2259 07 2006 1 $357,667 R 28054 -2560 031221 Assessment Information: Ee r: 2012 20 11 d Value: $210,793 183,298 din Value: $222,946 224,369 ket Value: $433,739 407,667 essed Value: $419,897 407,667 Exemotion Information: ear: 2012 1 2011 cn�et�u<i. $25,000 1 $25,000 nd Homest >a.! YES I YES < Taxa6le Value Infnrmatinn- ear: 2012 2011 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $369,897 $357,667 County: $50,000/ $50,000/ $369,897 $357,667 City: $50,000/ $50,000/ $369,897 $357,667 School Board: $25,000/ $25,000/ $394,897 $382,667 Sale Information: Pagel of 2 NE 14181 51 Iirn m ni Aerial Photography - 2012 0 114 ft My Home i Property Information I Property Taxes My Neighborhood I Property Appraiser Home i Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Wegmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Legend Property Boundary N Selected Property 1°,e Street ,4/ Highway Miami -Dade County Water N W+ E S 4/24/2013 %Miami -Dade My Home Page 2 of 2 a= 720,t>W e O/R 8054 -25 0 ea etas qua Mied as a result u f examiation of the ale F%WUIUUnia nnvrmauon: mity Development District nifty Redevelopment Area WmentZone fse Zone Land Use )evelopmerd Boundary Valorem Assessments http: / /gisims2. miamidade .gov /myhome /propmap.asp 4/24/2013 V �Q. ll �Z SID. O � 5 QA* PERMIT #: ' Miami Shares Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT (O CCNIPtJANCE WITH AL I FEDERAL STATE ANil cal -jN, 'f HULLES AND REGULATIONS Sob: w omk W0041 1&Vd�Le5 isA(e0 1' l P 0FF1Ze Qvr�8 \V" Lan jy AFR 30 2a 13 ,Irk 9��1 �, Ire_• C,aQ M. = s CATEGORY Engineering Services, Inc. Property. Walk 285 NE 100 St Nfiami Beach, FL 2010 FBC /ASCE 7 -10 WIND PRESSURES FOR COMPONENTS AND CLADDING 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 7846991 Tel / (954) 781 -5708 Fax lnfo@c5es.com / CA #25854 Contractor Champion Glass Prepared By AS Opening ID Product Approval Opening Description location Zone Opening Elevation Opening Dimensions Width Height Required Pressure (per ASCE 7.10) Product Design Pressure (per NOA) WINDOWS /DOORS Width of Edge Stri 61) 6 m Positive Negative Positive Negative 1 11- 1110.18 Casement Window 5 9 37 x 503/8 47.8 -63.5 70.0 -75.0 2 11- 1110.18 Casement Window 5 9 53 x 503/4 46.6 -61.1 70.0 -75.0 3 11- 1110.18 Casement Window 4 9 37 x 503/8 47.8 -51.9 70.0 -75.0 4 11- 1110.18 Casement Window 4 9 24 x 38 48.6 -52.7 70.0 -90.0 5 11- 1110.18 Casement Window 4 9 74 x 621/2 44.9 -49.0 70.0 -75.0 6 11- 1110.18 Casement Window 4 9 74 x 621/2 44.9 -49.0 70.0 -75.0 7 11- 1110.18 Casement Window 5 9 37 x 505/8 47.8 -63.4 70.0 -75.0 8 11- 1110.18 Casement Window 5 9 53 x 503/8 46.7 -61.2 70.0 -75.0 9 11- 1110.18 Casement Window 5 9 37 x 503/8 47.8 -63.5 70.0 -75.0 10 11- 1110.18 Casement Window 4 1 9 37 x 503/8 47.8 1 -51.9 70.0 -75.0 11 11- 1110.18 Casement Window 4 9 37 x 503/8 47.8 -51.9 70.0 -75.0 12 11- 1110.18 Casement Window 5 9 37 x 503/8 47.8 -63.5 70.0 -75.0 13 11- 1110.18 Casement Window 4 9 36 1/2 x 38 48.6 -52.7 70.0 -75.0 14 11- 1110.15 Picture Window 4 9 12 7/8 x 267/8 48.6 -52.7 80.0 -80.0 15 11- 1110.18 Casement Window 4 9 53 x 38 47.5 -51.7 70.0 -75.0 16 11- 1110.18 Casement Window Mulled ( I of 2) 4 9 74 x 74 44.4 -48.5 55.0 -55.0 17 12 -0516.02 French Door Mulled ( 2 of 2) 4 9 37 x 793/4 46.3 -50.5 75.0 -75.0 18 11- 1018.14 Sliding Glass Door 4 9 71 1/4 x 793/4 44.3 - 48.4 46.7 -60.0 19 11- 1110.18 Casement Window 4 9 53 x 503/8 46.7 -50.8 70.0 -75.0 20 11- 1110.18 Casement Window 5 9 74 x 381/4 46.5 -60.8 70.0 -75.0 21 12 -0516.02 French Door 4 9 33 x 793/4 46.7 -50.8 75.0 -75.0 MULLIONS Tributary Width Span 16,17 1 12- 0308.37 1 2" x 6" x. 125 Aluminum Mullion 4 9 1 56 1/2 x 793/4 46.3 -50.5 95.1 -95.1 Ultimate Wind Speed (V„a) (mph) 175 Exposure Category D Internal Pressure Coeftlent (GcpQ 0.18 Dtrectionali y Factor (Kd) 0.85 Mean Roof Height (o) 15 Width of Edge Stri 61) 6 4 These wind pressures have been prepared in accordance with 2010 Florida Building Code. The allowable pressures provided here (W j are given as 0.6*W„u, where W,& is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (V.0 and the parameters given herein. Wd as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding; 2) Designing mullions, Beaming, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7 -10 shall be applied No further redaction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Emma T. McUtnger, FL PE# 5t A iA is VW W1130404 X DK DK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK 1070 Technology Drive Nokomis, F134275 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 PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- -Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the riglrt 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 toting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Iviiami —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, DESCRIPTION: Series "CA 740" Aluminum Casement Window —L.MZ J%rFRUVAL DUUUNNAT., DmwingNo. 704", titled "Aluminum Casement Windows, Impact=', sheets I through 13 of 13, prepared by manufacturer, dated 12117102 with revision "E" dated 14/24111, signed and sealed by Anthony Lynn Miller, P. E., bearing the W miDadc County Product Control Revision stamp with the Notice of Acceptance number and E=imtinn date by the Miami —Dade County P oduct Control Section. IMPACT RATING: Large Missile and Small //Missile LAB W! Bach unit a permanent a with the manufactuner's name or logo, city, state, model/ series and following statement. "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISMdENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 0"117.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. � OA No. ll— llid.l$ ruta�u�►a cuurm • ► r( Exph-atyon N a e: ey ,) tv Approval Date: February 09, 2012 Page 1 FGT Industries NOTICE OF ACCEPTANCE: MD_E_ NCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 051129.11 and 03- 0611.02) 2. Drawing No. 7445-8, titled "Aluminum Casement Windows, Impacf', sheets 1 through 13 of 13, prepared by manufacturer, dated 12117/02 with revision "E" dated I=4/11, signed and scaled 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 24113.2.1 and TAS 20294 2. along with marked --up drawings and installation diagram of ourtswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4607 and FI`L -4608, dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. ( Submitted under previous NOA No. 034129.11) 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 24113.2.1 and TAS 202-94 along with marked up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F11-3729, FI'"587, F rL -3582 and F17-3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. W6117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Rqgulptory Affairs (PERA) Jaime D. Gasco Product Control Section Supervisor NOA No 11-1110.18 Expiration Date: May 27,M3 Approval Date: February 09, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMII°I'ED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325-05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F. STATEMENTS 1. Statement letter of confoxnrance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/29111, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and indepenndence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own% the Work of . another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P: E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. ( Submitted under previous NOA No. 0"..117'.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-4129. 11) 6. Laboratory compliance letters for Test Reports No.'s FTL -3729, FTL- 3587, FTL -3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03=- 0611.42) G. OTHERS 1. Notice of Acceptance No. 08-8117.11, issued to POT Industries for their Series "CA -740 Aluminum Casement Window -- L.M.I." approved on 05115/08 and expiring on 05122/13. Jaime D. Gascon, F.-&— Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E -2 1. GLAZING OPTIONS. A. Q118" LAMINATED GLASS COMPRISED OF (1) LITE OF IW ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS W! AN .080 INTERLAYER OF SOLUTIA OR DUPONT PVB. B, &`18" LAMINATED GLASS COMPRISED OF (2) LITER OF 118" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7118° LAMINATeD GLASS COMPRISED OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS Wl AN .080 INTERLAYER OF SOLUTIA OR DUPONT Pa. D. 711 s" LAMINATED GLASS COMPRISED OF (2) LITES OF 311W HEAT STRENGTHENED GLASS W/ AN .080 INTERLAYER OF 1 PRISED OF (1) UTE OF 118" HEAT STRENGTHENED GLASS COMPRISED OF (2 )MS OF 118" HEAT STRENGTHENED GLASS % J-N 0- 1-0700-ma-wWw1w OF 1 COMPRISED OF (1) LITE OF 311(r ANNEALED GLASS AND (1) LITE OF 3118° ED OF (2) LMM OF 3/18" HEAT STRENGTTHENED GLASS WITH M CON - GURAT NS OPT ff- A .R A o g � NEQUALUM X Q UR LITE6 M 0 li UMMUAL LIES GLASS AND SOLUTIA OR DUPONT PV8 NOTES ........ ........... ».�................. 1 GLAZING DETAILS,.»...».....« »...... 2 ELEVATIONS »._... «............ „ „... 3 4 DESIGN PRESSURE TABLES... „.. 8.8 ss= cTloNS ..�.�.......«.....�»....»,...10 CORNER CONSTRUCTION......... 11 EXTRUSION PROFILES...„„. »...,,. 11 -12 PARTS LIST.....- .............................12 ANCHORAGE--- ---- .,...„.. 1,3,4,' AIR SPACE. IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER MY THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.® 2. CONFIWRATIONS;, X0. MK AND O 3. DESIGN PRESSURE RATINGS I COMPARATIVE ANALYSIS TASLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130M A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130098. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN M1AMW)ADE COUNTY. D. FOR W CONFIGURATIONS SEE SHEET S. E. FOR'W CONFIGURATIONS SEE SHEET 0. F. FOR M "XOX” & vol CONFIGURATIONS SEE SHEET 7. G. FOR M "XOX” &'XO” OR •OX" CONFIGURATIONS SEE SHEET S. K FOR UNEQUAL LITE'XOA *XO" & "OX" CONFIGURATIONS SEE SHEET 9. ANCHORAGE. THE 93113°i6 STRESS INCREASE —HE BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR HEAD & SILL MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FDXED LITES (2) ANCHORS 3" APART AT M"PAN ON FIXED LITE ONLY JAMS& MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 7 APART AT MID -SPAN _ io rvls nrrm,#vru P""n 4' ss4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS THE DESIGN PRESSURES SHOWN IN SHEETS S THROUGH 9. SUE SHEETS B THROUGH 0 FOR DESIGN PRESSURE LIMITATIONS & SHUTTER REQUIREMENT NONE REQUIRED M wMKUVV rOUV UR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FM-WK FTL4M FTL-MV, FTL , FTL4807 AND FTL -008. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 p =" -- .r[.rc^� �..v+natwr, vr7vclY/Fty/ YY7tYi/VYY HYIY +� • eel. ALTS �1 d 14 1 a•. yw e *' Nm SOTO$ i•'•, Si iSOBI ® 118" ANNEALED OR .080 PVB INTERL.AYER HEAT STRENGTNG� 1.._ 118' HEAT STRENGTHENED GLASS 88 43 @0318" AIR SPA( 118" HEAr STRENGTHI�IED A OR iEMPIIED GLA88 40 85• NOM. 43 GLASS BITE 6 NOTE: PV8 INTERLAYER IS BY SOLUTIA Or DUPONT WNW LAMINATED LAMINATED Ii GLAZING DETAIL C 32 33 •090 PVS INTERLAYER 3118" ANNEALED OR 87 88 HEAT STRENGTHENED 3118" HEAT 318" ANNEALED HEAT GLASS STRENGTHENED STR NGTHEIED LASS GLASS AIR PACE 43 118• ANN D OR ®TEMPLASS 41 8E" NOM. GLASS BITE 3 7118" LAMINATED GLAZING DETAIL Rl M%N 13/18" W16" LAMINATED COMPONENT 118• HEAT STRENGTHENED GLASS .090 PVB 94TERLAYER 118" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE IN MIAMI -DARE ANY IG UNIT INSTALLED OVER 80' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED, 711W .090 PV8 INTERLAYYER —3118" HEAT STRENGTHENED 88" NOM. GLASS BITE 1318" I.Q. W! 7/18" LAMt GLAZING DETAIL CW40 I NT81 2 + 13 AN" �h3 �•�7D8 �}, stirs aF A ANCHOR* LOCATION AT HEAD $ 74" MAX WIDTV, —MAX ANCHOR SILL OF W PANELS, DAYLIGHT 1 1/2" TYPAiION TYPICAL. SEE HINGE OPENING LOCATION DETAIL BHT. 4 / TYP. NTERLINE SEE MID -SPAN `% ANCHOR DETAIL 1 112° 3" ` / TYP. (2) j� 89" MAX. 4 O.C. DAYLIGHT OPENING '�" MAX OPENiNfl � MID-SPA . ANCHOR DETAIL ° MAX 13" MAX % 3EE M NG HEIGHT ' MA (SEE SHT.1 NOTE 4) MSG L DEAL (SEE SHT.1 NOTE 4) `, RAI ETAIL % TYO. (2) 4" SEE MID-SPAN ANCHOR DETAIL 4" MAX 141 . . TYP. (2) ELEVATION "8° - "XX" ANCHOR 134° MAX WIDTH (SEE SHEET 7 FOR PRESTSURES) LOCATIONS 30° MAX, W MAX 34° MAX (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE 4) OPENING OPENING OPENING NO IN EITHER DIRECTION A SEE MID -SPAN ,' ANCHOR DETAIL N TYP. (2) \ 69 �l \ . "MAX AY MAX DAYLIGHT OPENING 13" MAX O.C. X .euum°arrawa ' 78° MAX 1 HEIGHT IlL 4"MAX \� titlf 4° MAX 13° MAX. O.C. 141/2" MAX. O.C. VENT HEAD & SILL ONLY :•��•, , �Yra fit/ '�,'• 37° MAX i ; �yc+ Nse''• :�i' VENT AX MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) :' ELEVATION °A° - "XOX" (SEE SHEETS 7-9 FOR PRESSURES) i �y G•�s� ,: > o noo►maaetoca ►�rnas rwa oorvwve =- &'X0X"aEVA'n0NS ' "O •, t¢ ' ta7rnt $ trocxanvsnossvear ewxato�aer nactaoana ,-� AU/MpYUMGASEJNEM WINDOW IMPACT ,,,�Il'�kiss10�.,%`a i� ! o� not FSaas� Vvtb� e°caar aaT4o NTS S • 10 704&8 E a I;FSamoe� DENOTES HINGE 37° MAX, WIC LOCATION AT HEAD & 30" MAX SILL OF W PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN .' ANCHOR �' DETAIL SP. , / TYP. (Z) (2) /�/ 13° \ �' X ` 4" 4" MAX-1 HpVGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 68" MAX. DAYLIGHT OPENING �f SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13° MAX - O.C. SHEET 8 FOR PRESSURES 30" MAX. 87° MAX. WIDTH -.y —DAYLIGHT 63° MAX. ciapwnmra I r-DAYLIGHT OPENING 4" d 4"M MAX. WIDTH - fV MAX IGHT OPENING IN I I �--�1 IW MAX. O.C. -�J �i�— ATION or - "O" (SEE SHEET FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION SEE �� SEE ND-SPAN MID-SPAN DETAIL ANCHOR SHT. 3 TYP. (Z) DETAIL SHT. 3 Y" MAX. TYP. (Z) / DAYLIGHT � O OPENING 13° %�, 7HEIGHT SEE MEETING O.C. C. O RAIL DETAIL SHT. 3 ' O.C. ` TYP. (Z) 4° 141Pt" MAX. O.C. VENT 4° MAX. --� 19" MAX O.C. HEAD & SILL ONLY 37" 60° MAX FIXED CATION -F° - (r j'Or UNEQUAL LITE (SEE SHEETS 8-8 FOR PRESSURES) a� - - - .,..........vm vn0c11wcni vvrrvuvvv r►wr Hoa�tva atsar� w$A& &umr cAm N78 4 -113 7098-0 68" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT COMPARATIVE ANALYSIS TABLE 1. " " "X" WIN =090'HS;3:L GLAZING OPTIONS: A. 8/16° LAMI (1/8 A,.O@0.1 /8"H8) 8.5118 LAMI (1/8'9-IS,.090,1/8"HS) E.13/18" LAMI (1t8HS W SSPACE,8/18" LAM: -W/ 1I8�- 18 HEIGHT "X" 26 31 38 3 43 48 8/8 84 57 80 83 58 . 89 72, WIDTH NEGlPoslNEG POs NEG POs NEG POS NEG POs NEG POs NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POs NEO POS 19118 A -90.0 70,0 -90.0 70,0 - @0.0 70.0 -90.0 70A •90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70,0 BOA 70.0 -90.0 70.0 - 90.0 70 -M.0 70.0 -90 0 70. A -90,0 70.0 -90.0 70,0 -90.0 70.0 -@O,d 70j) -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 - 90.0 70,0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90,0 70.0 - 90.0 70.0 -90.0 70.0 •90,0 T0.0 -90.0 70.0 -90.0 70.0' -90 70.0 -96.0 70.0 •90.0 70.0 - 89.8 70.0 -88,3 70.0 4842 70,0 -832 70,0 -81 'f 70 0 0,0 70-0 -90.0 70,0 .90.0 70. -90.0 JU -90.0 70.0 -90.0 70.0 -90 0 70.0 - 90.0 70.0 -90.0 70.0 -90.D 70.0 90.0 70.0 -90.0 70.0-90.0 70.0 -90.0 70,0 28112 A -90.0 70.0 -90.0 70.0 -99.0 70.0 80.0 70.0 -90.0 70.0 -83.8 70.0 79.9 70.0 - 78.4 70,0 72.4 70.0 - 89.9 89.9 - 87.8 87.8 -88.2 662 - 86.0 88,0 .83,7 83.7 BJE - 90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.01-80.0 70.0 -90.0 70.0 -90.Q 70.0 80.0 70,01-90.0 70.0 -80.0170.01-90.0 70.0 -90.0 70.0 90.0 70.0 - 90.0 70.0 30 A - 90.0 70.0 -90.0 70.0 -80.0 70.0 -87.4 70.0 -77.8 70.0 -MA 68.4 - 83.9 63.9 -60.0 80.0 -56.b 68,6 - 66.2 86 2 -83,4 53A -81 3 81 3 -49.8 49.8 -48.3 48 3 B,E -90.0 70.0 -90.0 70,0 -90.0 70,0 -90.0 70.01-00.0 70.0 -90.0 70.0 -90A 70.0 -90.0 70,0 -90.0 70A -90.0 70.0 -90,0 70.0 -90.0 70.0 80.0 7001-M 70.0 A -90.0 70.0 - 90.0 70.0 -88.3 7010 -51.0 70 0 -71.1 70.0 - 61.8 61.8 -689 $6,9 - 88.1 88.1 - 63.8 83.8 -50.4 60.4 -O.Ti 47.7 - 46.6 46A - 43.9 43.9 42.2 42.2 B.E -90.0 70.0 -9D.0 70.0 -90.0 TOM -90.0 70.01-M.0 70.0 - 90.0 70.0 - 90.0 70,0 90.0 70.0 -90.0 70.0 -90.0 70.0 -SM0 170.0 1 90.0 170.0 -87,8 7D.0 -84.4 70.0 34 A -75.0 70.0 - 75.0 70.0 -78.0 70.0 -78.0 70-01-86-5 86,5 -57.6 67.6 -54.8 64.9 -51,8 51.8 48.8 489 - 46.2 48,2 .42.4 42A B E -75.0 70.0 1 -75.0 70.0 -75.0 70.0 -78.0 70.01-75.0 70.0 - 78.0 70.0 -75A 70.0 78.0 70.0 -7 &0 70.0 78.0 70.0 -75.0 70.0 38 - A -78,p 70.0 76.0 7d.0 -78.0 70 0 70.4 70.0 -80.4 80.4 - 64.3 54.3. -51.1 81.1 -479 _4779f-_4_4.8T4_4.8 -42.2 42.21 ZET 39.7 B,E -76.0 70,01-7S.0 70.0 -76.0 70.Q - 76.0 70.01-75.0 70.0 76.0 70A -76A 70.0 -78.0 70.0 -76-0170.0 78.0 70.0 •78.0 70.0 37 A '78.0 70.0 -75.0 70.0 -73.7 70.0 -879 67.9 -59.0 69.0 -52.8 52.8 -49 9 -40A 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.8 B -75.0 70.0 -75.0 70.0 -75.0 70.0 • 5 0 70. -78A 70.0 -78.0 -75.0 70.0 -75.0170a 75.0 70.0 - 78.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL-m, FTL -3887 GLAZINOOPTION: C. 7118° LAMI (3116 "A,,W0,3 116"HS) ALL 'S(" SIZES UP TO 37" WIDE x 63" HIGH AND ALL V SIZES UP TO 32" WIDE x 72" HIGH -9d 0 70.p TABLE 2A. -4508 GLAZING OPTIONS: C. 7118" LAMI (3/15 "A,.090,3116"H8) F.13/18" LAMI (1/8 "A,AIR SPACE,7 /18" LAW -W/ 3115"A,.p@0.9/18°H 5 ALL W SIZES UP TO 3r WIDE x 7V HIGH -56A 85.0 ° comAbwW W"FM&hlu Acoepp¢�0N" •• {p 0 R INSTALLATIONS IN WOOD OR CONCREM TO THE FULL DESIGN PRESSURES IN THE ASOVE TABLES USE ELCO 1W".TAPCONS OR �% L • ••., F . 1/4" 884 CRETE-FLEX ANCHORS. . ";p ION PRESSIIRL IS LIMITED TO .8 -% dc� Nn.68708 mass Q NDQi�neRt Tmavwr "••�� }: p�ssul�ES- xco wnwows '•.; '.. Fx e�vr o aev�a�cr+atsa,mnra -x�rr � N 11. r c mol a atirata�vQeTmsstx&7 r�Frr �4 UM iI CASEAWdVrW/NDOw IMPACT a. �i�i q iONP+�• �•• N%$ F r?/f= �� W40 8 r 13 Kt,Q 43 48 631!8 67 64 C11 4. B. 6. I INSTALLA11ONS IN WOOD OR CONGRETE TO THE FULL DESIGN PRESSU Ma IN THE ABOVE TABLES, USE ELCO 114° TAPCONS OR SS4OWM4MANCHORS. _- _ IS LIMITED TO 88.8 P.B.F. as we ta.m NTS I B a t3 70.0 0D LYNN ,yk4i�,i �kY�' Na sei0s • : ok COMPARAMr V8i6TADWa 9 GLAZING OPTIONS: A.61ir LAMB (1t8'A„WO.tfB FIS) B. ONO° IhAO (1B`Ha„090.118'Ha) C 7118` igMB (3/18 PA. M13N8'LAND lffM31r; 0"LAIM- WIMMS.000118'H (rLAMI tVA LAMM3fl WIQ7 8 '�' HEISW 28 31 38 38 87 z 4 'xQX" 87 PO POS NEO NEG POa NE P R S NEIS NEG POS G POS N PO Q8 A 70.0 70.0 • 700 -780 0 - 0 - 80.4 80.4 - 8429 84.3 -8 81.1 -47 4T -q 448 •428 d22 SSJ 31V � Q 36 72 E - 84 170-01- - A 70 0 -70 70.0 - 708 •78.0 - 700 -76.0170 - T8A 70 7 0 70A _?m" 70A Q •90,0 O.D D 704 90.0 0.Q -00.0 70A - 7ao -WA OA 4MO 0 700 •90.p 708 -90.0 7a0 0-88.0 60A A -7&0170.0 -78.0 70A - 0 -87.9 679 4 88.0 -8x.8 MA -4D.D 488 98A 40. 97 74 -43 q98 aF1.1 4 38.8 388 B.E - 700 -740 700 -7&0170.6 -78.0 70 784 700 75 70.0 - 78.0 708 - 78.0 70.0 .70.0 T0. 7 .78.0 70.0 C -80.0 70.0 -W0 70.0 -90.0 70.0 •80.0 70.0 -904 70.0 .gyp 7a0 0 70.0 -90.0 -000 704 -90.0 •�0 70,0 0 880 .a 86A •88.0 0 39112 79 -75.0 70.0 764 70.0 -87.8 87 82,1 -W -493 49.8 •489 D -43A -I 41. 588 380 583 03 8 -78.0 70.0 no 70.0 -78.0 70.0 76.0 T0.0 -78.0 700 78.0 70.0 78.0 7702D -780 784 .76A 70A 780 704 704 -784 O F -800 A -004 - 800 700 -800 70A -90.0 0 •800 700 700 - 704 •BOA -8T.4 704 •83.2 704 di84 4 42 84 A 78,0 70.0 760 -02.4 ML4 -88.4 88.4 .02 O33 -88.4 80.4 -634 -80.0 .0 •48,8 489 -44.9 -41.9 41.0 78.0 70.0 -76.0 TOA -78.0 70.0 783 70.0 703 708 75.0 70A -780 70,0 78.0 708 78A 70A 78A 70.0 78.0 0 CF 70.0 • 70A -90.0 0.0 •803 700 704 - 900 -903 0 -800 T • 4 704 -79.7 708 7p4 -58 S80 88 - 880 A •780 70.0 703 70A A 08.0 -542184A 4HL3 582 •89 53.6141-9 50.8 -47.8 473 •44.7 44.7 45 90 42.1 59.7 .7 E -790 704 78.0 -76A 700 78,0 70.0 - 78.0 70.0 -764 70D •780 70A 784 .0 -78A TD4 -70.0 70A 78,0 70.0 •90.0 70.0 d�,0 70.0 -SILO 0.0 •� 0 70A 70A •882 00 - 81.8 700 789 709 - 4 OA -892 892 564 86A -880 -66A A 7& 48 0.06 0 88 -84 9 84 3 -8 . 8 136. 68.1 -61.; A 4851-45.3140.3 -42A 4x 8 440.4 -X4 38.4 &E 780 70.0 78.0 70.0 - 78.0 704 7 70.0 -75.0 70.0 -?U 700 - 700 76.0 70.0 76A 70A • 700 -780 F '800 0-900 90. 70. 70A •BOA 700 A 7 708 -70.7 A 3 872 •841 64.1 -55,01511A 850 -892 63 78.0 708 MA •61.3 61.3 -40.3 48.3 -5x.7 82 -A8 7 -48 D 48 9 93 8 496 -413 41,3 592 302 00112 101 .1 E 780 70.01-76M 70.0 76.0 70.0 • A -76.0 7" - 70.01-?U 70.0 75.0 70.0 -76.0 704 76A 70.0 743 70.0 O 90.0 70.01 •90.0 70.0 70.0 -809 704 -90A 709 -812 70.0 78.7 0 709 N3 -83.8 8808 88A -878 628 +189 4D9 83118 108318 -75.0 704 -682 682 +18.7 46 4 464 608 - 48.1 48.1 -442 42 422 422 •40.1 58.0 38A -382 -75.0 Toe 769 70.0 789 70.0 75A 704 788 70.0 76.0 70A -780 780 700 -78A 70A 78A 71LD 794 70A CF 90.D 700 -S.0 70.0 90A 70.0 -BOA A 00 -70. -71.1 70.0 -88.6 886 -0.1.0 834 49LO 00.0 673 •638 �IB4 D. X182 482 A -784 70.0 -682 68.2 •47A 47.9 •44.6 443 -48.1 49.1 983 -4&4 -41.9 410 58 837,8 -385 3" 04 108 E 780 70,0 780 0 -75.0 70.0 •784 TOA -784 708 -760 4 -784 •7O4 704 - 780 704 76.0 70A 8 C P - 0 0 •� 0 70 0 90.0 7a0 BDA 70A •88 9 70 0 - 76.0 70.0 -70.1 -66.4 4 -81.8 613 460.1 O0. •SBA 60,4 02.8 -48. A 462 A62 A 700 70.0 .1 51.1 -484 46.4 •43.3 433 -47.6 47.6 •43.9 439 92 422 -40.6 408 -38.1 372 372 35. 88112 111 SE •780 70.0 78,0 70.0 784 70.0 .78,0 70.0 76.0 70.0 -78A 70.0 7 0 70.0 758 70.0 -760 74.3 70A •703 780 C -90,0170.0 •M.O 70.0 0 70.0 72.8 70.0 •684 9 -MI 1 -613 3 -64.6 64 8 01.1 61.1 -468 463 4 D 7u .�2 •448 442 -42, 42 .42,5 426 412 388 389 -98,8 8 SO. 30.7 34.8 BY 114 .0 70.0 -780 -75.0170,0 754 70.0 -780 70A 78A 70A YaO 70.0 780 70.01-75.0 70A 73 3 A :MU as' 7U -90.0 70.0 •904 708 -81A 70.7 70.0 7 88T d1 .8 818 -88.7 SLY -MG 863 - 532 892 49.4 •482 .42 0 6818 117 1100-919 2 •680 43A 409 443 -41.3 41.3 - 402 402 .7 38 -37 37,8 1 3&1 •34,2 342 0 700 75A -78.0 700 780 700 -?U 704 -71L 70.0 7 70A 75A 70.0 782 4ML4 584 $--a 0 0 .SDA -BOA 700 - 4 •880 68A -549 848 •804 80A - 873 83 -84 9 .618 613 -47 47.8 P&oAOCPROV198p 709 -594 4 -35.7 3 - 43.5 438 -40. 4 392 3718 8.98.7 .983 388 7 OD 1xD 0 700 - 784 704 ABA 70.0 -76.0 700 76A 700 • 0 704 780 704 -73.3 71.0 70.0 -874 87A -90.0 70O 0 708 700 77'. -87 873 •839 083 0 T 908 3 -a'8 "iJ4 -1R 1t4 8 Ii i ow* -3880 /Gs0 0 8`I� a eo•w x -H •114 -V2•N4 auea 71 1 x -9D.D Tao �Ilutrl 7A G °0" a 'IM-flZi/4 OWS REPORTM 48D7 FTL OPTI S G. �� ;,I.YN Q1, ••, ,31I .AIR 7/t ,3N8ry1 TB" �4• i3�8 z -1 8 O WI x p NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRE I ABOVE TAIN ES llBE ELCO V4° 7APCON9 OR `,�� 'k i N. 687108 �* t�- V4° 884 CRETEAM ANCHORS. 2. IF INSfALUNG WftH #12 SCREWS. DESIGN PRESSURE IS UMnW TO 68.8 P.S.F. _ -' ? ` }, Go �a N •. rsx o wwNasanea/mesaNaaocre•1mwav 1ara7rl+aroora FRESSURE�OB i/4•fQ- 1l9XOXCalilftt iN/NDOW9 r�s�m %''�``••. .,Ftol:. �. ;� /ONAI.�•��, +� r� s �xrranerosrxwatiBar va ALUMINIlMCA9EMENT WINDOW IMPACT �aa+xv 21figa F1C tufrAZ .�. �. V4%M&BMW carve AfTS 7 • 73 704Et8 E w: COMPARATIVE ANALYSIS TABLE 8. *xO, OR "OX- Vin-14-113 XOX- WINDOWS TEST REPORT: FTL 3882 GLAZING OPTION: A. 6118- LAMI { A, 090,1re) "Xd- 7COX" HEIGHT 28 31 38 318 43 48 BO 818 54 57 WIDTH 37 WIDTH 56112 80 83 NEG pOS KEG POS NEG POS NEG PO-8 NEG POS NEG POS NEG POS NEG POS NM 56i NEG PO8 KEG pdS 48 A 75.0 70.0 78.0 70.0 76.0 70.0 -76.0 700 -78.0 70.0 -76.4 70.Q 78.0 70.0 760 70.0 -78.0 70 0 780 70.4 780 74.0 49113 72 74 A 78.0 70.0 76 0 70.0 -75A 70 0 750 70,0 -78 4 70.0 •7B0 7Q 0 -76.0170.0 -78 4 70.0 78 0 70 0 78 0 70 0 78.0 T00 53118 A 7s.0 70.0 780 74.4 -76.0 70.01-7-U-1 70.0 -75.4 70.0 -78A 70.4 -78.0 7a0 78 4 70.4 •760 7414 780 70.0 -76 4 70.4 68 78 213 A 760 70.0 75.4 70.0 -780 70.0 -78.0 70.0 7S0 70.0 -78.0 70.4 76.0 70.0 78.0 70.0 72.7 74.0 -89.8 88.8 -87A 87.8 60 64 A -78.4 70.0 760 70.0 -75.4 700 - 750 700 -75.0 70,0 71.9 70.01-57.7 87.7 -84.4 64.9 -0-7 82,7 -84.4 80.4 84 80 A -78A 70.0 780 70.0 78.0 ' 700 760 AL0 760 4 684 •83.9 83.9 - 80.4 80.4 -58.5 18.6 -58,2 82 -53.4 83.4 87.333 98 !01 A -75.0 700 760 70 0 76.0 70.0 -76.0 740 71.1 8 818 -68.9 68 9 -58.1 88.7 -63.8 63.8 - 80.4 804 -a77 477 A 760 70.0 75 4 70 917 108 are j7l�=�4 70.4 78.Q 70.0 _76 0 740 -884 88 Z -88.8 58 8 •82 8 82 8 -49,4 48.4 -48 9 46.8 - 43.1 43.1 A 780 70.0 -78 0 70.0 76 0 700 71.8 72 !08 - 70.0 -618 1 56.1 -6.8 81.9 -48 a 48 9 -48.8 45 8 -428 42.8 - 44.3 40 3 A 76.0 70.0 -78.0 700 - 780 70.4 70.4 70.0 - 80.4 3 64.3 74 177 -51.1 81.1 -47.9 47.9 _448 44.8 -42.2 A 750 .76 0 70 0 73.7 70.0 -87 9 87.9 - 69.0 8 528 49,9 48 9 - 48.4 48.4 -43 8 43 8 at.t 41.11,1&6138.8 TES' 1. FOR IN8'TALLATIONS IN WOOD OR CONCRETE TO THE PULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO U40 TAPCOM OR 114.834 CRETE -PLEX ANCHORS, 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LINTER TO 89.8 P.S.F. pQg� /V.YIWItYVIVl4aa=vwfflI vvav uw mow FL�QIi VlitbbrB -f�W tuTID N78 8 • ?3~ 7041>:8 333 7S O X X Q Q X No. ams a -S . GLAZING OPTIONS: A Bn6- LAMI (1r8'A Oga1r8'IiM & 8118" LAMj (1J8°H6.080.1 FTL 3728, FR-007, FTL•4W rfi't♦sl C.7n8'uU131(3/16•A „a90,311s'H8j W LAM 1r8"H8 W SP H" LAM14 8 JByiB 1r F.1 $ i jll8`AAgffAVjL7mr LAMmM4rA,MXjGqjM mm 20 1 38 1 3030 1 43 48 60615 54 1 67 60 63 H7 70 --d J- 7( NW POS NHG PCS N017M41-751M.0 POS NW Me POB POB NECi P08 8 POS PCS ACS NEG PCB 86,284 18.125 31414 E - 54 770 0 -76.0 70,0 7610 70.0 78.d 70.0 78 0 70.0 78 0 881 75.0 7043 784 C F 0 704 9q. 70. 0 - 0 70.0 -8010 904 D 88 818 as 98818 8 H -7 &0 704 M.0 0.0 0 0 •78 0 0 5 7L4 80.4 - 8 0 70.D 6.1 44.1 Ti d 4780 04 -� 8 70 0 • 0 704 -80.0 MG 70 -80.0 70.0 -80.0 70,0 -804 70.0 - 80.0 700 •BO q T04 -W4 700 70 0 864 .084 86 4 88 0 A 7810 704 -80.6 60.8 -87.2 67.2 - 82.1 82.1 -88,2 2-628 828 461 48.1 -4 &2 482 -43A 2 1.1 41.1 88873 a7 42873 E 784 704 -7&01700 79.0 70.0 78.0 704 76,0 704 no as 784 70.0 - 0704 764 7a0 -76.0 70.0 704 • q 71.0 -&D 70.0 -B0.0 7-04 .ma A .0 70.0 37 70.0 -61.6 704 -771 70 660 660 -884 68.0 A -5.0 70.0 5161535 -604 8010 84 6 64.6 -80.7 ?-48.2 8 - 44.8 44.0 42 0 -40.1 40. 0384 10 &848 30 48848 B E • 80 70.0 - 0 0.0 76.0 704 78.0 70.0 7 &0 70.0 76.0 70.0 784 704 76.0 70.0 - q 70.0 •784 C F -804 70. 0 70.0 0 •80.0 70.0 -84? 704 7947U 738 70.8 -88.7 L&7 -8 &3 66.3 4311 83 -664 884 •68. 680 -62 2 A •7810 700-4U14 4%8148561.3 51.3 -47.4 4 .4 -45.8 -42.7 42.7 •4MY 407 -388 A.-Me W.8 f18.882 32 81482 B E 76.0 704 -784 700 784 70.0 78.0 70.0 784 70.0 75.0100 - 78.0 70.0 76.0 704 76.0 70,0 732 C F 0 70.0 0 70.0 0 704 70.0 - H 70.0 73 2 70 -68 3 88 3 .8 fiq -8 /. .4 -68.8 68.8 •854 880 08 .47.7 .7 A 76.0 70.0 •47.3 47.3 -44.0 444 -48 4 8.4 - 44.7 44.7 -42.8 424 -41.4 4 .4 .18.8 - 37.6 374 95.7 35? 122 33.087 84.827 X 7&0 70.0 - 0 76.0 764 70.0 76.0 T" LO 0 70A - 76.0 704 784 70 0 74.0 MO 714 70.0 C F -80.0 704 90 0 704 - 8 704 74.0 88 4 64 7 7 81 D B . -88.4 68 4 - 88.7 - 62.1 62.1 47. 0 44 6 A 0 4 -4 &8 469 •43.6 43.0 - 47.8 9 -44.3 10.3 •424 424 •41.1 41.1 .18.3 It .3 37.9 - 96.6 38 $ 123.136 34 86,136 30 7 &0 70.0 78,0 709 78 0 70.0 7 &0 704 78 0 0 76.0 7 &0 •7&0 70 0 -748 714 O F 90.0 70 0 -80 0 70 0 -80 0 d -no 70 0 -73 7 &0 88 6 -6410 1 -f.B �9 • 87.8 67 -66 2 66.2 -6 519 •47 4 .2 .44.0 44.0 A 78.0 704 - 46.6 4 &6 •42.6 428 -40.7 48.7 •431 43.1 •4 418 402 40.2 76.7 38.7 -38.8 =A -352 35.0 126.000 34.701 68.418 7 &0 700 -750 7010 7 &0 704 8.0 70.0 -764 700 75.0 T04 76.0 7 0 7810 70.0 79? -7 01 0.0 C F -SRO 70.0 - 80.0 -80.0 70 0 8 .0 - 9 70.0 .3 67.3 -82.6 625 -88.2 88.2 -88.8 Am •53 8 -80.1 8 &1 4" -43.014A -7 .4 70.0 -16.6 43.8 -41.2 412 -48,1 4 &1 -41.0 41.5 IRA 40.4 -35.8 30.6 77.7 .7 -382 382 -34.3 34.3 130 56.888 66208 B 7 70.0 T&0 q 7 &0 70.0 7 &0 70.0 79.0 704 7&0 704 784 70.0 7 &0 70.0 724 70.0 - 88.6 868 CF •80.0 7& 1 -80.0 mo -804 0 -no 70.0 9&3 88.3 •806 $ •8 a 7 •Sf9 819 •48 4 &1 -43.8 438 •4 4 8 A - 74.3 708 •43.5 43.6 •414 .0 -48.0 4&0 -VA 41.4 •403 40.3 38.8 -WA 378 -SB.1 30.1 - 343 343 130378 3H 68.375 B.H 78 R i0.e ae.o 7e.e aR n m n aF n sn n �n n ,w w ie w aw w .w w ... ,- . .r -- -- -- 134 37 80 B,E 784 7a0 -740 700 784 708 768 700 764 7D.0 7 &0 7 LO - E 0. •00 0 704 77.t -87.3 .89 3 69 5 -81 '310" 8 "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FWM WIDTH. r,i wlvurvc 1r, 1%1 1 eta ruu. IMUMN rmmuumW IN TKF- ABOVE TABLES, USE ELCO 114° TAPOONS OR IW 884 CRETE- RMANCHORS. 2 IF iNSTAl.LINC3 WITH X12 3fg2EEW8_ oE91t3N PRESSURE IS 1 illall'RA TA AO A a a tx .2XIM l 044W I N'ts 1 9 .113 ZC O T41 UNEQUAL LITF.B Q UNEQUAL UTES Q UNEQUAL LMM I , NC 89706 •1* H (SEE 8 MAX. VENT DAYLIGHT OPENING (SEE BHT. 3) MAX DAYLIGHT OPENING FIXED & EiABLE VENT E SHT'S. 3 & 4) _VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT IR4�o[ i07D HONOAQB.R..1�7� REFERENCE OCO" &'XOX° FRAM ASSEMBLY DETAIL, SHEET I I A MAX. FIXED LITE DAYUGHT OPENING — (SEE BHT. 3) REFERENCE °XO° & "XOX' FRAME 'ASSEMBLY DETAIL, SHEET 1 i A —MAX. WIDTH (SEE SHT. 3) — ORRON AL SECTION - XOX ,,�REFERENCE *W FRAME ABSEMBLY DETAIL, SHEET 11® MAX VENT 40 41 DAYLIGHT OPENING (SEE 8WT. 3) e a a M WIDTH (S HT. 3) HO{i_ IZONTAL SE"QN - XX r� � YLIGHT OPENING (SEE SHT. 4) . WIDTH (SEE SHT. 4) HORIZONTAL SECTION -X A.T40 I NTS 1 10 + 1a was ono FRAME ASSEMBLY TUBE, MATS» 6x83 T9 "K" FRAME JAMB -i 13" MAX. O.C. Wl (2) SCREWS S" APART AT MIDSPAN I-- "X" FRAME JAMB NOTE: ALL ALUMINUM SHALL BE OF 6063 T6 1.376" .M}0" ® .098" SASH FRAME TOP 00 CASEMENT BACM NG PLATE OR BOTTOM RAIL MATU GM- 76 DWG# 7071 %)W FRAME ASSEMBLY DETAIL #6x1 QUAD PH SMS FRAME ASSEMBLY #12x1 PH TEK SMS (2) PER CORNER 13" MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6083 -T8 j3" APART AT MID -SPAN SASH FRAME "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL L SASH FRAME ASSEMBLY DETAIL 20" & %OX" FRAME ASSEMBLY DETA L #6x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL -t MAIN FRAME ASSEMBLY DETAIL .=am. .am, NOM. 1.189° l --Li 2.139° OSASH FRAME HEAD. SILL JAMB MAIL 6083 -TO DWG# 7003A .007 NOM. OFRAME HEAD, SILL JAMB, MAIL: 6063•T6 DWG# 7002A aFIXED FRAME HEAD, SILL. JAMB MATU 6063.76 DWG# 7005A CA-m I NTS 1 11 aim I An" imath -it .eatarrae 0 r., 86 87 58 -708° —{{.-1 1 .050°— •- �-- �.8,88� 40 6118" BLAZING BEAD MAIL: 8083 T8 DWG# 7038 .VLV" .080° .868" 41 7116" I3LAZINO BEAD MATU 6063 -76 DWG# 7042 .040" 1.000" .429" OCASEMENT SCREEN FRAME MAIL: 6063 -T8 DWti# 7006 ACKWO PLATE (81:8140704.8HSST 13) .288" O N IM ATON HOLE OER .040" � MATL: 6083 -18 DwG# 7007 �— .17x' 86 13116" GLAZING MAD MAIL: 6063 -78 DWQ# 7047 .083° --I CASEMENT FRAW ASSEM!gTl�E MATU 6083 -TB DWG# 7004A =�►. m ! Wrrarvvrrl w9vGYlG+(I vvin&#Lfvv oiw Para 4 i bab Butter 24-749 JYf3 1-7 + 1-1 ".•aw 7046.8 Na 8070E '; 7F PARTS LIST JTBM B B o I 70024 MAIN NRAMS- 148AD, SS.L &3AMSS 2 1133 TBl 98X1 UADPIISMS 3 70D8 NRAMS CORNER KEY 4 IMXIMXIW CL0=- CSLLFOAMTAP8 3 70034 84811 -1OP OOT7OM &81DERARS 6 1133 781 MA 95 X I OUAD PH SIN8 7 7017 67017K WEATIROi$PRR+ .187X.740 8 SASH CORM KEY 9 IMAXIMUULTWPOWLOCK 10 7026 ILOMSUPPOICrPIATE 11 910.24 X 362 FM PN. TYPII F 12 7014 MULTI -LOCK X98M IL, a Lill) 13 1137 76X7 PPMW a X 8731'11 PN SMS 14 7013 778 BAR 018 IS 1 7015 Tl8 UAR ASSEMBLY Ib 1 7028 MAXBd DYAD OPSMTOR 17 1 7027 MAXIM DUAL ARM OPERATOR 18 1 7030 OPSILA70110ASIM 19 1 7031 BACKING PLATS 20 OMX373 PH TYPSB 21 To3a Sx t H 22 4 8 L 23 7033 OPERATORTRACK &SL1D10K AL 24 7084 ENAP•ONHAD►DLR 73 7023 I2- HINOH VY D 26 71Qx12FF 910X3WPILPIIL 30 XI6•LAMWA (IMA &IMU80LASS) MINiPS"vlut -8O OROUPONITPVB 31 3116- LAMINATED (U8H8 & ul l$ M-lk." .090 YER -SOLI1 oR PVB 32 7116• LAMINATED (3116A &3/16118 GLASS) .M INTERIAYSIL.804UTIA OR DUPONIT PV9 71160 LAMINATED (W16N8.o 311611E OLAES) 490INMIUAYBR- SOLtMA OR DUKW PV8 40 1 7036 OLAMO BEAD I 7042 OlAZ1NIO HEAD n 43 1 1224 STM7 VINYLSULA WSTP 44 1 SIUMNS-DOWCOItNINORMCKISOUIV. 43 1 PARARONO 46 1 1634 6163K SSTTINO &LOCK 70 1 7006 SCREEN FRAME 31 1 7040 SCIIBN CORNER KEY 32 1 ISCREENCLaIll 33 1 1633 61635K SA1 A48.810I11ATSD 34 1 331 61876 ICASHMHNr5C3UIEN CLIP 31 I 78XI2PMVM IAIXM . PN. TBK SMS 67 1 7004A 67001 ICASHMENTMAMEASIVY.TUSH 68 713XIPFr 12X1- PILPHILTM 69 11 LOCKSWTORTPLA 70 7611 LOCK SPACIR 71 7019 711 8NAV- ON NIAND KNOB 72 7015 ?FLDHD IFOLDINGHANDIS r., 86 87 58 -708° —{{.-1 1 .050°— •- �-- �.8,88� 40 6118" BLAZING BEAD MAIL: 8083 T8 DWG# 7038 .VLV" .080° .868" 41 7116" I3LAZINO BEAD MATU 6063 -76 DWG# 7042 .040" 1.000" .429" OCASEMENT SCREEN FRAME MAIL: 6063 -T8 DWti# 7006 ACKWO PLATE (81:8140704.8HSST 13) .288" O N IM ATON HOLE OER .040" � MATL: 6083 -18 DwG# 7007 �— .17x' 86 13116" GLAZING MAD MAIL: 6063 -78 DWQ# 7047 .083° --I CASEMENT FRAW ASSEM!gTl�E MATU 6083 -TB DWG# 7004A =�►. m ! Wrrarvvrrl w9vGYlG+(I vvin&#Lfvv oiw Para 4 i bab Butter 24-749 JYf3 1-7 + 1-1 ".•aw 7046.8 Na 8070E '; 7F A 2x WOOD BUCK (SEE NOTE 3) 1WMAXSHM--i, Ir3EE NOTE 2-ti WM IWN. QPERABLE UNIT FRAME TO WOOD BUCK 1112° OR MORE THICK ®1x WOOD BUCK (SEE NOTE 3) 11C MAX. SHIM --Mi ASEE NOTE. NOTE 4 _r ® 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ® SEE NOTE 2-, NOTE 4 ®1x WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM ----� ASEE NOTE 1-1 W- 4J •SEE NOTE 4 NOTE 4 SEE NOTE 4 �= ;+�z •: 1114" `''�•' MIN. ^'^� MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CQNgaM Wl TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 112° THICK LESS THAN 1112° THICK 1 JM Ott MORE THICK 114° MAX. SHIM 114" MAX SHIM f A ®SEE NOTE 1 ; '1.; :�,• &SEte NOTE 1 !. SEE NOTE 4 ® NOTE 4 ;:•AF a NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. MIN. MIN, OPERABLE UNIT FRAME 19XED UNIT FRAME TO-CONCRETE TO CONCRETE Q�1 1 FOR CONCRE CONCRETE APPLICATIONS IN MWMI -DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED IW ELCO TAPCONS OR IW 884 a CRETE -FLEX CONCRETE ANCHORS. MIMMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2112°. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #12 SCREM,114° ELCO TAPCONB OR 114" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. �++ 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WH68E TOTAL THICKNESS IS LESS THAN 1112: 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112" THICK OR Z�'••° GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY *: '.,*S HAVING JURISDICTION, 4. ITEM fib BACKING PLATE. NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADS �wwv i'NOA.tN,.'G��J� �'�:iS10NAL��`� x maw a arawos weir rao�aar •carve ANCHORAGEDkTAlt9 tK BM ta A IWMI a Na w"a"<er F.auxim f} Jil/� V/rfd�rdaaer AUIMMMGASEMMaWINDOW M9PACY aCVSO �F F 19Jf7N2 QATfO i+iis M + 13 �� 7W6•e E Nokbmis,,F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cM t Won materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA_ Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such ring and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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, incuu the 1-flah Velocity Hurricane Zone. DESCRIPTION: Series "PW 701" Aluminum Fixed Window - L.1M.I, PRO AL DOCIIMENT: wing o. "Aluminum PkQ-e Window, Impact -, sheets I through 8 of 8, prepared by manufacturer, dated 07114/03 with revision `W dated 10118/11, signed and sealed by Anthony Lynn Miller, P. E, bearing the• Miand Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. �1 19 IMPACT RATING: Large and Small Missile Impact Resistant. JUAltB1ARU: Each unit shall bear a permanent label with-&—d man s name or logo, city, state, model/ series and following statement "Miami Dade County Product Control Approved- unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION 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 NamiDade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OffIcial. This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E-I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI DAD@ CQ NTY NOA No. 11 1118.15 t 5� Expiration Da e: a rnaryll 4 t Z Approval Date: Febrnary 02, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: • EVIDENCE SUBMPPTED A. DRAWINGS 1. Manufacturees die drawings and sections. (Submitted wider previous NOA No. 034105. 91) 2. Drawing No. 4259 --4 titled "Aluminum Picture Window, Impact', sheets 1 through 8 of 8, prepared by manufacturer, dated 07114/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS L Test reports on: 1) AiX 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and M,-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted wuterprevious NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No.1"504.05) 2. Glazing complies with ASTM X1300 -02/ 04 D. QUALITY ASSURANCE I. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (?ERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Sa#1ex - Clear or colored Interlayer" dated 04/21A 1, expiring on 04/21116. 2. Notice of Acceptance Nay. 11- 0624.01 issued to E. L DuPont DeN'emours & Co., Inc. for their i`DaPont ButaciteS PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn IYMer, P. E. 2; Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 T -1 PGT Industries NOTICE OF ACCEPTANCE: EVUDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Ow,% the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. . (Submitted w:derprevi6asNOA No. 10-0504.08) 4. Statement Ietter of conformance and compliance with the Florida Building Code, dated 08119/10 signed and sealed by Anthony Lynn Miller, P. E. (submitted dnderprei4ous NOA No. 10-0504.08) 5. Statement letter of no financial interest and-independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (SubmW4 underprepious NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 104504.05, issued to PGT Industries for their Series 'TW 701 Aluminum Fixed Window - L.M.I." approved. on 092/10 and expiring on 02/19/14. Jaime D. Gem% . K Product Control Section Supervisor NOA No. 11-1110.15 Expiratiou Date: February 19, 2014 Approval Date: February 02, 2012 � -2 NOTES: SERIES 701 ALUMIN IXFn 1. OwCmNs FOR USE: A DETERMINE THE PRODUCT'S MAWMUM DESIGN PRESSURE EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR DIM FFYRPOMM C. DETERMINE THE TYPE AND QUANTITY OF ANcHGRS REUU REG I TO MEET THE WINDOWS MIGN PRESSURE FROM SHEET 8 FOR w 5' -T WOW SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPANS ANCHORS APART' EQUALLY PER MM ON MEET. Ir MAIL :� B O.C. C. USE SHEETS 3 THROUGH 8 TO INSTALL PRODUCT, NOTES FROM SHEETS 8 & 7. IT ea I "T 2 OES10N PRE55URE RATINGS: NEGATIVE OESxIt LOADS tiASEO A IA ON TESTED PRESSURE AND ASTM 91300 -02. 3- SECOND OUST. POSITIVE DESIGN LOADS RASED ON WATER TEST PRESSURE AND ASTM 91300 -02, 3- SECOND OUST. 3. ANCHORAM THE 33 -1/38 STRESS INCREASE M NOT BEEN USED IN THE DESIGN OF TITS PRODUCT. MATERIALS, INCLUDING OUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS b1HALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING 0009. LOAD \ \ 2 -y /ye LUINT OUTATION. CO. OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY, 85' 4. S++�RE188E3dQM NONE Rce: M 12 -7 /R' MAX. FLANGE O 5, tdATERIAI.S f0 OR 0ALUATIONS WERE SOUTHERN PM C -00 CONCRETE MASONRY UNITS AND CONCRETE WITH -y— FLANGE MIK RSI PER ANCHOR TYPE, SEE SHEET 7. 1 8. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3880, NOA: 07- 0425.01 (ULTRACON), 03- 0225.00 (CRETE-FLEX). ANPIAF&PA WOOD CONSTalICnoN, ADM -2005 I 6—L NUM, MANUAL 7. THIS J 0 `+ PRODUCE lA5 BEEN DESIGNED do TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, MAX. FLANGE a- B W IGITNG THE HIGH VELCCRY HURRICANE ZONE (HVHZ). D. SHIMS ARE REQUIRED Ar EACH ANCHOR LOCAMON WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY IMPOSED ON TTY BY�WINDOW. To 8951ST t GADS / 9. NARROW JONT SEALANT IS USED ON ALL FOUR CORNERS OF THE FTIAME. INSTALLATION ANCHORS SHOULD BE SEALED. 49 -1 /A' VISIBLE L10NE S. MAX. 2" " I4AX. -+j �'t Imo—D 05 I le — FIN To FTN FIN I w 5' -T \\ Y SIBLH" ea I "T 2' Max. --) .10 `'" °_ �� 48- —�„ INN TO PAN �. I�G��N��E�TION (TESTED UNIT) 2 FIN.. ADHESIVE SEALANT SHALL BE USED BETYIEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FLANGE OR IN. OVERALL SEALING FLAMING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCIC MO OSTmam DESIGN PRE �7 ISTANCE OF ONSTAUATI SHAD BE GONE BY FOR THAT III= SALE FROM THE TABLES ON SHEET 2 WIDTH WIDTH DME 9 y » WIDTH e-ill -►4 WIDTH I- - --I WIDTH I-�- � JP 1 WIDTH --I M WIDTH --i I. WIDTH --i F+- WIDTH --I h- WIDTH --I T T f 1 T— �'I �ot ►.I LYNN,A,,'. .L L i 1 IL L 1 *i (Na 98705• * i J.J. 10/140/111 a aura me UPDATE J.FL 1 ra C T� 43F1 27a f.Ei/ATyONSMDNOMS ;.� F.14 4 407 O PA BgxR13e ALUMIIWMPICTUREWIiVDOW IMPACT ,��'�%� PA F"I NVT$ t ± 8 4094f FN mtt9 P VY6tdosra AltexltTlum Da91l90 7lutZ mats•asoRN!tais PMUUMt *paq 7/uumt'q'= 7luNa•s�en+•o>nwre•�tas ur' wm ) 42 0 INNN 38 Sao 80.0 BMO 80.0 80.0 Sao BOA 4" 48 80.0 80.0 BOLO 80.0 80.0 80.0 80.0 80.0 8o BOA MA 840 80.0 80.0 71.1 71.1 09.0 07.878 80.0 BOLO 80.0 80.0 840 71.1 09.o 88.1 72 840 BOA 840 S LO 80.o 71.1 84A 748 KO BOA 840 80.0 Sao 71.1 84.0 84 Sao BOA 80.0 840 80.0 71.1 8&S 8a0 8a0 80.0 80.0 00.o 71.1 08 80.0 BOA 840 BOA 840 10.7 Sao BOA 80.0 BOO i2o 84o BOA Ba0 351 840 $40 Ba0 v/18• UW CLAW tl WW& 91FU , am at tq8 *... am i A" k "B" OOJENSIpNt MAY DIM.BE A ORIENTED VEmICALLY OR 21 HORFLONKLY AS SHOWNmit JI \� "B" Du 11 FLANGED OR JNTEO>t�, FIN FRAME (FLANGE FRAME SHOWN) 71ir uw au� rom�uru t -+ /w vm arras Irmo atP07T aRAlae 04 7(10• Am sr l: 9 Pill ►e t t8• IfFAi 3/16• umpm am mm/ mm t l/16' 6n Y tae Bao Baa 1 -1/16° LAMj. I.G. G ING pETAJ RANGED OR INTE .RAC. _ ! FIN FRAME NOTES (INTEGRAL FIN FRAME SHOWN) I, 2. AN7 ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 140" HOR CAN THE WINDOW AREA EXCEED 32PT'. 3. OR FOR WINDOWS, FIND T A THE SMALiESTWMOW SIZE N4 THE TIME ABOVE Mtn THE OVERALL VIUM AND KWHT DOAENSIONS COAO'LE = FIT mm 4. THE WINDOWS WIDTH AND HEIGHT (OMENSIONS a AND "8") MAY BE MERSEO TO OBTAIN A MORE ABATE RESULT FROM TFiE TABLE (SEE MOURE, TINS SHEET). TO Alp P.Q tspt law Nom, FL 34274 2 ar 8 ,��• � 1TNN & f No. 88708 •O' •••a�[OR{0a •'�? 2% WOW 8= OR PR .131' (1/81 X 2 -1/2' NAZI. WffM 2' OP CORNERS AND S' O.C. 11 MA% WINDOW HEMW MAX VMLE LIGHT OPENING RMIGB SEE ANCHOR GUIDELINES, SHEEP 8 2x .378' UK F EDGE UMMICE .131* f& .378" MIN WR11IN r OF EDGE DISTANCE CORNER; AND f1 Y KA" PER ABOVE, OR ANCHORS LISTED ON SHEET S• FOLLOW EMI DMENT NO EWE DMANCE UMM law AUMOV /M P[Cn/RE WD, W. W A t � i w 05" PROODCTRSYI81aTl m�YNL�'GOgaTlaWn Nu 1110 .01,4 LYNN dJJ�J�j 4 + *� •• .No. 88708 •• •�* t► >7. 1• X21: •. _. � MAX. WINDOW HEW SEE ANCHOR GUIDF7.81ES, SHEET 7 MAX. WINDOW REKNIT HORIZ WAL SEC71ON A —A H WOW BUCK OR FRAMING SEE ANCHOR CUIDmmm, SHEET D �MIT6MEO FRAME VITA DIiERIOR 2X WOOD BUCK AND TE FRAME WELDS GIR FR 1rERTICAL SECTION 8— O O V EW ER REVS Al wo)m10PItBV191m acamory 9Q° ww CORNER A MR Y p S ANG D NER NOTE Me- l. S$ USE ONLY ANCHORS WED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LDd1TS 1 2. WOOD BUCKS OMCTRD IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHDSE TOTAL THRINNESS IS LESS THAN 1 -1/2' IX WOOD ,,��.,N'i LYNAI BUCKS ARE OPRORAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCdiM WOOD BUCKS IfEIrI W AS 2X ARE 1 -1/� TNICK OR `ra'�1�' GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENC%EERBO BY Oi11ERS OR AS APPROVED BY AUTHOR HAVWQ JUfp�ICRON. : * •� Na 887[ '• �F 10/18/11 NO CHANCE M bR .It to c IWID T 1 t1RNE INSTALLATION FLANGED FR W �' �, ara► Bo ��ttt `' R. VENICE, FL 34278 �l►'••.!ftotliA;!.••'��,. P.O. sqx is" ALUMINUM PICTURE WINDOW IMPACT F nDKaws, rL 34274 PW.YGf N?3 4 a 8 �' _ P.E. 49%4 T'Ed D87D6 MIN. CONCRE Km F 24 CONCRETE KSt ANCHOR M ER ANCHOR TYPE. SEE SHEET OR 1.3 1 OR 1.5 KSI MMI. CMU 6DN 0 (. -1X WOOD BUCK r- 1/4` MAX. SW SEE ANCHOR OUIDMUNES, SHEET 7 MAX. WINDOW REKNIT HORIZ WAL SEC71ON A —A H WOW BUCK OR FRAMING SEE ANCHOR CUIDmmm, SHEET D �MIT6MEO FRAME VITA DIiERIOR 2X WOOD BUCK AND TE FRAME WELDS GIR FR 1rERTICAL SECTION 8— O O V EW ER REVS Al wo)m10PItBV191m acamory 9Q° ww CORNER A MR Y p S ANG D NER NOTE Me- l. S$ USE ONLY ANCHORS WED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LDd1TS 1 2. WOOD BUCKS OMCTRD IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHDSE TOTAL THRINNESS IS LESS THAN 1 -1/2' IX WOOD ,,��.,N'i LYNAI BUCKS ARE OPRORAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCdiM WOOD BUCKS IfEIrI W AS 2X ARE 1 -1/� TNICK OR `ra'�1�' GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENC%EERBO BY Oi11ERS OR AS APPROVED BY AUTHOR HAVWQ JUfp�ICRON. : * •� Na 887[ '• �F 10/18/11 NO CHANCE M bR .It to c IWID T 1 t1RNE INSTALLATION FLANGED FR W �' �, ara► Bo ��ttt `' R. VENICE, FL 34278 �l►'••.!ftotliA;!.••'��,. P.O. sqx is" ALUMINUM PICTURE WINDOW IMPACT F nDKaws, rL 34274 PW.YGf N?3 4 a 8 �' _ P.E. 49%4 T'Ed D87D6 MISC INSTAL aTION DFT!{�S SEE FIN FRAME WITH SHEET 6 FIN REMOVED INTowR — 1 /B" NOM. MIN. 1/4' l � T_ 1 3/8' M44, 2X W0� EM MENT 2X WOOD BUCK OR FRAMING EQUAL 40THER LFG FRAME 2X WOOD EMES SUBSTRATE SEE ANCHOR SEE ANCHOR RN FRAME RN REMOVED SHEET 7�� RN RAM WITH SHEET_ 1NTE8146 1 1X wow PICK SHIM Max. sm SEE ANCHOR CUIOELINES, . , }. �i %• SEE ANCHOR,.', SHEET 7 GU @EUNES, . ». :: .. 9IIEET� Mft CONCRETE xs PER ANCHon TYPE, PER TC�H Rte, SN!%X= 7 SEE SHEET 7 OR 1.8 KSI MIN. CMU OR 15 KSI MIN. CMU EQUAL - LEG ERAME p( AL LEG FRA ME (OTHER FRAMES SIM i ( OTHER FRAMES IM.) 1 X WOOD BUCKSTRIP DIRECTLY TO MA ONRY SEE ANCHOR oumam SHEET is.7 (NTE�DB 1/4' MAx. E ;xSl :. SEE SHEET 7 1/4" MAX. SHIM tm MIN. W4 FLANGE t_ A u (OTHER i.iu . ALUMINUM MULL SUBSTRATE 1(i - STEEL ' .viii.: r_ -STEEL STUDAM SUBSTRATE M... STUD SUBSTRATE N -1 OINLY MC14ORS USTED ON SHEETS 6 AND 7. FOLLOW DMEOMENT 1 %1 • I 2. WOW BUCKS DEPICTED IN THE UM14S ON THIS PAGE AS IX ARE BUCKS WHDSE TOTAL THICKNESS IS LIES THAN 1 -1/2 ". IX WOOD BUCKS ARE OPTION& F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X AM 1 -1 THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALT. BE OF A SU TO PROVIDE PULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLW TO WHOLE SYSTEM, I'l TO /18 /I T No CHANCE Ims SHEET •� —� _ _ ak N! SB708 Toll" N16C188 ilqx �1�7T4 I__I" ru.vwttrvvm�noi YYl1YLiJW (t49YHfiT • / /"fVIW'L4>>p �i /l1 I {1 F1C 7H4A79 PYR70l N%$ IF a y r 4 ?684 A 41 81aig gP E 1/4" MAX. SHIM 1 -3 8' MIN, 1/4" MAX. $HIM — 1 /B" NOM. MIN. �� 2X W0� nl STEEL �B y12 SELF- DR0.U�p2p1 1/8" NOM. MIN• 12 SBL Sd DRRUN; SMS (05) SM9 { SOON USE SAM USE SAME ANCHOR IMETAL ANpHORE USE SAME QUANTIN AT S & SPACING A SPA M & LOGE QUANTITY 112 SOREw L1 DISTANCE AS G AS 012 STEEL (� 8)L J�glOg (SHEET B ) L12 SCREW SCREW GAGE APPROVED MULLION (SEE_____SIPERATE NOA) a MS BOBS T66 MIN. FRAMINO IEEIt Fy-38 KS I MIN. (B% FULL- LENOD{• WOOD BAC9 STEEL STUD ALL GAUGE (SHEET 8) L .125" MIN. WALL THICKNESS 2W MIN WALL TH[CKNESS THICKNESSES (ATTACHMENT BY OTHETUS) SEE ANCHOR oumam SHEET is.7 (NTE�DB 1/4' MAx. E ;xSl :. SEE SHEET 7 1/4" MAX. SHIM tm MIN. W4 FLANGE t_ A u (OTHER i.iu . ALUMINUM MULL SUBSTRATE 1(i - STEEL ' .viii.: r_ -STEEL STUDAM SUBSTRATE M... STUD SUBSTRATE N -1 OINLY MC14ORS USTED ON SHEETS 6 AND 7. FOLLOW DMEOMENT 1 %1 • I 2. WOW BUCKS DEPICTED IN THE UM14S ON THIS PAGE AS IX ARE BUCKS WHDSE TOTAL THICKNESS IS LIES THAN 1 -1/2 ". IX WOOD BUCKS ARE OPTION& F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X AM 1 -1 THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALT. BE OF A SU TO PROVIDE PULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLW TO WHOLE SYSTEM, I'l TO /18 /I T No CHANCE Ims SHEET •� —� _ _ ak N! SB708 Toll" N16C188 ilqx �1�7T4 I__I" ru.vwttrvvm�noi YYl1YLiJW (t49YHfiT • / /"fVIW'L4>>p �i /l1 I {1 F1C 7H4A79 PYR70l N%$ IF a y r 4 ?684 A 41 81aig gP E Head. S01 and Jamb Anchor QuantHloa Into Wood or Metal (AnchorTypea 1 -4) Anchor "A` or"B" Ion On} 1 VON @�Piaa_ 0.684_ 1. w .0ABY188a OUI. Wool somw (am 54 R4 9r38 2.3Z4' 42 AWm. Se8i 0.324" 0.1W 012, Sled aclev) A39 Shoal 0.324" 07.@78 2 #14, ated am (G6} Anchor 1 2 3 4 1 2 3 4 1 0.Ur +3141112 0.3@1" .0.126" S 4 1 Z 3 4 1 1" +1+ Steel Laraaon 2 S 4 1 2 3 q 39 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 3 4 4 3 4131-4--3 4 3 4 3 4 3 Held= 2 2 212 313 3 3 4 3 4 3 8 4 8 4 S' 8 8 8 tl 0 8 0 8 $ 0 7 8 7@ 48 Jamb 4 A 8 4 8 4 8 4 6 8 8 @ 8 8 0 8@ tl 8 8 8 8 8 g 8$ tl@ 8 8 8 B l4Radi@e 2 2 2 2 3 3 3 3 4 3 4 3 6 4 tl 4 4 8 8 8 .8 8 7 8 @ 8 7 8 7 SO Jamb 0 0 8 8 a 0$ 0 8 8@ 7 8 7 8 8 7 0 @ 8 7 0 710 7 @ 7 8 7 0 7 0 7 8 HWWIII 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 8 8 8 8 8 8 7 @ 7 0 7 8 8 7 8 @� Jamb 8 0 7 6 7 SIT 8 7,6 7 8 7 7 7 8 7 7 7 8 7 7 7 0 7 8 7 8 7 @ 7 8 11 18AI 2 2 2 2 3 313 3 413 4 3 7 8 4 8 4 6 8 0 8 8 @ 710 7 0 7 8 @ 7 8 7 12 Jamb 8 0 6 6 ?.a 8 8 717.911 7 7 777 7 8 7 8 7 917 8 7 9 7 a Hem68W 2 2 2 2 313 3 3 4 3 4 3 8 4 1 8 4 6 0.0 8 8 0 7 8 7 8 7@ 78J1 Jamb 7 7 8 7 SIT 8 7 6 7 8 7 8 0 8 0 8 8 8 8 8 8 8 8 B B 9 B HeadlBhA 2 2 2 2 313 3 3 4 3 4 3 8 4 6 4@@ 8 8 8 8 7$ 7@ 7 8 Jamb 7 7 9 7 8' 7 8 7 8 8 9 41— 8 B 9 vials 10 B e a 10 8 4 Heed= 2 2 2 2 313.3 3 4 3 4 —31-4 4 8 4 8 8 8 8 0 0 7 8 OILS Jamb 7 7 9 7 8 7 9 7 8@ 9 8 ti 8 a 8 8 0 B 10 8 —9—Fe 10 8 HeadRH61 2 2 2 2 3 3 3 3 4131411 8 g 8 41616 0 B 8 8 7 8 8B Jamb 8 8 10 B B B 10 0 9 8 10 8 0 8 10 91919111 0 F1880d i6 2 2 2 2 3 3 3 3 41314 3 6 4 tl 416 8 B 8 10@ 7 Jamb 8 9 12 91110 9 12 9 10 10 12 10 19 10 12 1e Hlaad1891 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 • Width and Height dbnendons maybe 129 1a 19 1s 10111110 is 10 11 71 is 11 He�1801 2 2 2 2 3 3 3 3 4 3 4 3 reverse dte locate ara:her questides an the table. ttso, the Head= and Jamb rows 128 Jamb 11 11 13 11 1a 11113 11 12 i2 13 11 moat shoo be reversed so that the longer HeadlSie 2 2 2 2 3 3 3 3 4 3 4 3 dlmwWon getethe most anchors. Jamb 12 12 18 12 13 12116112 148 111 2 2 2 2 9 3 3 3 NOES 1 SIDE OF THE WINDOW CANNOT BE MORE THAN 14V NOR CAN THE WINODW AREA EMCEED 32Fr. 2. FOR SIZES NOT SHOWN, ROUND 12 TO THE NEXT AVAILABLE WIOTN OR 1aIIOHT DIIIII ON. 3. FOR ARCHRECNRAL WINDOWS. I= THE SMALLEST WINDOW SM N THE TABLE ABOVE WHICH THE OVERALL, WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE VANOOWS WIDTH AND HEIGHT (DIMUMNS A" AND " ANY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FOURS, THIS Si hL O FFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS 70 MATCH THE SUBSTRATE THIS r �n 3wq Anahor BubMaue Otalmge mend 1 012. SW screw (GO @�Piaa_ 0.684_ 1. w .0ABY188a OUI. Wool somw (am 54 R4 9r38 2.3Z4' 812, Steal MW (OS) _ AWm. Se8i 0.324" 0.1W 012, Sled aclev) A39 Shoal 0.324" 0.121r 2 #14, ated am (G6} S. OAW 1,376 014, SHeal Boom ((M 33 0.381' Jwtt8t1a 814, Sleet ecM tl Car 0.Ur 014 Stael eaw 0.3@1" .0.126" 3 lw Stew t hom 1" 1.376' 410 88 CmIcii 1" 1376` Steel Laraaon 1.20" 1.378' A' & `B` DiMMSIONS NAY BE ORIENTED VERDCALLY OR HOR120NMLY AS SHOWN. Dad. T_ ++- -` "B" OBI. —•`) "B" DOH. DB1. PVAM I NMI 6 4 8 1 ASOAOCrnwAm !EiRl l� No, was ❑ I-=), I 9 p .1 law I 84141d h SamVN ice: ^r 1 'p11p B. \ _L %mm SV A11d1N0Z9O1H VIO A11V0LLN3A 03UQM 3B AVIV SNDM\m BO .% 1P ?V. d .0d'F eJ01�1oJ �IB'E uu�11110� a9L19 L .�'t�4 aii>!t'L g�lB�ItoH 108 e91�- d ,L J >10E'£ �13�0 880Ld abil @ art d >loWe MoUoN >BWBM 88 Old WY im 14 L z 9 d3Z t ,t LL W=Mn PRO ,bB I-M 'P mw I atmm 843 LL +WI—O mgbuV adt l mew ant %m 1.y`INVEYI -I.R 31VMMM 3HL ROM Ol SHM103 312VI 3141 TW n0V1d N3WW 38 AM MMMONV I1 "M *@ 31VVn= 3M V NMI90 01 030itM 38 AVVV (,9, ONV .V �i imm aw sacam ma '4 WHIM 1M A13131d= SNOISN3i`0O IH013H aW REM 1'WM 3H1 HMM 3A08V 319M1 MU la 3ZIS MMMM J33TMVS MU ONU 'SMOONIM iVM319V09V WJ '4 TI014MM AMMH V10 H101M 3'9 WAV iM MIL 01 21 OH N •NMOHS ION Sm mi Z 'JZ£ NVHl MM 30 V3bV NV 3AVH W .841 WM 3HOVt 39 iONWO 3MS 3NO ANV '1 Mrabl 'slo4aue3sowey1S188u01eu8wIP I8Bu0l egtl8tpospes18A8Ieg 05lsimulSNmlgWBrpusilOWN £ 4 a MR `nt m m ul mp tm nimu nb LL t, EL Ioywe etelol Ci Flamm 04 £ 6 6 A0w Saolsuewp►igBleN puBglpiM, 04 LL £t b 9 9£ b Y at at zt 9 at zt 9 9 9 Y 0 9 E 4 4£ 8 8 tt Ole OL 8 8 Ot B 9 L 01919 Y 9 9£ b b£££ 8 0,81 88 OL 0 e 8 L 9 8. 9 9 L 919191019 9 E d Y 9 B 0t B 8 at 0 e 8 L e B B@ L e B L 9 9 0 4 9 9 f d 6 B 9 8 9 0 81919181019 8 L 0 B 9 9 1@ 9 L19121911,10 9£ b d 1 0 8 L 1@ L t B L L B 9 t 8 E E 6 Z Z z uma-H Abl y ' zL Et 9t Lt Ll 8L 4uml• s e£ L z L Isgw at LL at Et /L LL Et Q�l' E £ £ z Z Z II>BI�BL1 OZt OL Ll M Ot OL £L 4�1 g— £ f z Z Z m H 1'8Ot 4 9t LL 77-- "or E E Z L Z pWPM GO 0 a at 8 8 OL qum1. 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MASS RFAft DWG NO 4254 ITEM Otilrt3 it 1 PART 8 MMCRWTION 1 4288A 84258 Integral Hn fame hart, di & Jamb 2 4263 84263 Hanged fame head, sl9 & jamb 7 1188 781PQX wax 1 Quad PH SMS alelnteas stem 8 ae•M1Ao 8 a4ry nerraurr low sealant cr 10 4288 84268 7118 lard Bless bead 11 4284 84284 1 -1118 lard La, glass bmw 12 1224 MP247 Vinyl hdb wealhereMp (lldok) 13 4224 Instauaaon fastener cow 14 Dam Coming 099 glsxtng sealant or equhdant ! 6 flow Comb-g sw ad9cone structural sestard, block 17 711V tent glass; 3118° annealed -.080 Dupord Butsoite or Saflex K � Maximrun PVB Intedayer -3118" heat 18 1.1118" tart ML gloom 3118° het Strengthened outboard - 7118" airspace - 3118° a UMMed -.090 DuPont BxtacHe or Saffox siramgtF Kespilafs Maximum PVB kdwl yer -3118" hest 20 4282 oww key 21 7118" land gloom 3118° heat etranglhened -.090 Dupont Butaaite or Wax KeepS%b Maximum PVB kdedayer- 3118° hog atrengUmned 22 1 -1118" larnl I.Q. glaaw 3118" host almngthened outboard " 7116" atrapaoe -3118" heat strengthened -.W0 M point 6uteotte orSdox KeepSale Maximum pVB bdadsysr- 31l8" Furst strengthened nortOWaTfl.IM PW-M I NTS 18 -, e 1 42604 �+-- .474" -•+•� .047 INSTALL, FA OVF�A 1a DWG NO 4224 * "Saw .4 0 North Venice., n 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 PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Nami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff 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. PERA 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 o£the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Codeincludmg the High Velocity Hurricane Zone. Series IFD -101" Outswing Aluminum French Door w/ wo SIdelites - L bL.L APYRUVAL DOCUNIEN'T: rawmg es um. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision `W dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dhde IMPACT RATING: Large and Small Missile Impact name or modayseries, and following statement "Miami -Dade County Product Control Approved ", logo, nless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 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 Jaime D. Gascon, P. E. nmmvmmmft Q�12-0516.d aUN" Expiration Approval Date: August 30, 2012 ` Page 1 i PM Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Aline. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision °D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS L Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outawing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'I'i,- 6864, dated 04/02112, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test; per FBC, TAB 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 2014 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under prevaous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC -2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (S'ubmftfed under previous NOA No. 07- 0629.10) 2. Glazing complies with ASTM B13004V 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. 5 Q �; �1- Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 124516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -2 PG Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 20X0, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..& 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL- -6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02115/12, signed by Jaime D. Gascon, P. E. S. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and seated by Carlos S. Rionda, P. E. (Submlitted under previous NOA No. 07- 0629.10) G. OTHERS I. Notice of Acceptance No. 11-1013.22, issued to POT Industries, for their Series "7D. 101 Outswing Aluminum French Door w/ wo Sidelites - L.M.V, approved on 11/23/11 and expiring on 10/18112. rt Jaime D. Gaston, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -3 NOTES; OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LtTES LITE OF 118" ANNEALED GLASS PLUS AN .080 PVB WTE M AYER OF OUPONT BUTACITE OR SAFLEXII(EEPSAPE MAXIMUM ,ten rn Acm - a u:r� --•w. �.� t v w c �.r uu ncn, a ncivv i nCryCy UI u.= IIWS AN .080 PVB WTEIVAYER OF DUPONT BUTACITE R MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. C. 7H8` LAW NOM: 1400 CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS PLUS AN= PVB INTERLAYER 00 DUPONT SUTACITH OR SAFLE)M(EEpSAPE MAXIMUM PLUS (1) LITE OF 3M8" HEAT STRENGTHENED GLASS. D. T�M, t.A86"1 CONSISTING OF (i) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN ,080 PVB INTERLAYER OF DUPONT BUTACITE OR 9AFLp{IKEEPSAFE MAXIMUM PL S (1) LITE OF 3116• HEAT STRENGTHENED GLASS, &E.1 Ir L410 10 NOM. CONSISTING OF (1) LITE OF 3116" TEMPERED GLA85,1 14` AIRSPACE, (1) LITE OF 110 HEAT STRENGTHENED GLASS PLUS AN .MW pVI3 NOA DRAWING MAP INTERLAYF.R OF DUPONT BUTACITE PLUS f4%, TE OF 3118" HEAT STRENGTHENED GLASS, I z7REFEw@!!! PRESSURE8: eEE TABLES 1 AND 2 ON SHEET 2. TNE DE SIGN LOADS BAKED ON TESTED PRESSURE ES ASTM E 1300.04. TIVE DE81GN LOADS BAKED ON WATER TEST PRESSTABLES ASTM E 13W4)4. URATIONS! �, O jQ(, ILO, �(, i4r �r OXO. ANO OX' GE: THE 331t3�, STRESS INCREASE t1A3 NOT BEEN ESIGN OF THIS PRODUCT. MATERIl1.8, INCLUDING BUT NOT LIMITED TO STEEL. 8, THAT COME INTO CONTACT WffH OTHE Dt881MRLSHALL• MEET THE REQUIREMENTS qF THE FLORIDA BUILDING CODE. FORANCHORAGE FMFNTC CF RQjJ(q`H 1O. 8 : E RE J ED. NCES; , PRIME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. TEST REPORTS FTL44884, 8212 B 5884; ELCO ULTRACON NOA:11.0408.01,12- 0120.W. ANSUAFBPA ND&2008 FOA000 DESIGN MANUAL CONSTRUCTION AND ADM -2008 ALUMINUM , e. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BURLDIO CODE, INCLUDING THE MQH VELOCITY HURRICANE ZONE (HVI-14 TOPIC SHWET GENERAL NOTE$.«..,-. 1 CONFIGURATIONS„.„......1 GLAZING DETAILS,.,...„,.. 1 DESIGN PRESSURES.._.. 2 ELEVATIONS».„.,.,,,,..„„„ S VERT. SECTIONS..,..,„,.„. 4 HOM SECTIONS«......„. 6 PARTS LIST ,,..„.,. 8 EXTRU810N8.",..".,....._., S, 7 ANCHORAGE...«......«..... 810 U. CONPIGURATL WHICH CONTAIN A BIDE LITE TO DOOR CO CTION; GLASS ABBReyu►T10N8 A. THE LOWER DESIGN PRESSURE TABLE 1. OR 2. PREVAILS AN. m ANNEALED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION EA SHEET 6).18 REQUIRED ONLY AT ALL D00 TO =x LUTE CONNECTIONS FROM �' ° �T' T D TABLE 1„ SHT. 2. REFER TO TABLE 2, 8HT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE � 22 REINMRCEM3NT. •TP• °TEMPERED BITE 7/O- fl1Y. \iR HS. GLASS 3M V HS. .080 PVS INTERIAYER GLASS (DUPONT BUTACITE OR SAFLE)UKEEPBAFE- MAXIMUM) 318• NOM GLASS STACK Will" A& OR. HS.GLASS =FVB INTERLAYER (OUPONT BUTACRE OR MAXIMUM) irr GEAS8 BITE !4 . A I 94 84 1l4`AtRSPACE –�L—afir I+H -�I-11 Ff3. "tat Asa 3/18° TP, GLASS ° -•-III GLASS 711W LAMI NOM. GLAZING OPTION C OR D NOTE 1 BITE .090 PVB INTERLAYER 118` HS. GLASS. (DUPONT BUTACITE) 13/18' NDM. GLASS STACK 1311W LAMI IG NOM. GLAZING OPTION E, NOTE 1 Q N D � I g Q P W Qad O P Qz a%N a z �� TABLE 7. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED GONFIflURAT�NS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO OTESI (FOR DOORS W/ SIDE LITES THE LOWER OP FOR THE DOOR OR SIDE LITE PREVAILS) 7. SF REINFORCEMENT IS REQUIRED AT DOOR 8 SIDE LITE CONNECTIONS a 318• aMt (118" A-090 PVe, 3110• HO) DOORS WITH GLASS TYPES A, B, C, D OR E C.7719 LAN {3116• A, .oW PVB, 3118 - HS) HEIGHT D. 711 LAMI (3Rr HS, .080 PVB, 3H8• HS) E. 131! LAM[ IG (3116" TP,114-AIASPACE,1t8• HS .090 PVe, 3116- He) � TH �,i7 WIDTH '� 7°_$331q" $T 314" a13/a" 8 °- 96314" ,,,p �°,�� aa►.c� M� t Q N 111111[[[ O. w a 37112" 8° 71314" +7 @.0 -76. 6.0 -76.0 +76.01-75.0.1_+715.01-76.01+7&01 -76.0 2. DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX XIXO WIDTH a 7$1!2" O WIDTH ------SINGLE SIDE LRES WITH GLASS TYPE p MAX. XO =4=1 t2' 27314" +7s,a is.a +T6.0 75.0 +7s.o -7s,o +T6.o 76.0 +7so ls.a MAX 07314• MAX OWIDTH =14$314" 38 118" +75.0 76.0 t75.a 76.4 +71.a -77.4 +87.8 -87.8 +84,2 -84.2 3. SIN. DOORS 33 818" WIDE OR OVER AND THE OPERABLE PANEL.OF DOUBLE DOORS 64118" 38314" +76.0 -7a.4 +8@.8 -88.8 +83.1 -83.1 WIDR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITE8 Willi GLASS TYPES B, C, D OR E tR3C. 0 RROWER DOORS MAYBE USED WHERE EGRESS IS NOTREQUIRED BY CODE. 3@ 314" +75.a 76.0 +75.0 75.a +7s,o -7&01+75.01-75.0 +T6.a i5.a 4. DESIGO PRESSURES UNDER 40 P B,F. ARE NOTAPPLICABLE IN MIAMI-DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINEI3DOOR /SIDE LITES ONLY �Q U. EXATAMOTA=WW F DOOR AND SIDE LITE DESIGN PRESSURES: APPROVE[} GONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO EX (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT (S NOT REQUIRED AT DOOR &SIDS LITE CONNECTION M° WIDE x @0- HIGH SINGLE DOOR WITH 2S- SIDE LITES DESIGN PRESSURE = +87.81-87,6 POP GLASS TYPES A. B, C D OR E HEIGHT EX B FROM TABLE 1. OXXO WITH GLASS TYPE A X WIDTH X�) WIDTH 86 - 793/4" 7° - $33/4" 8T 314" 913!4" g6 314" 68 -WIDE x 66- HIGH DOUBLE DOOR WITH 361!2" SIDE LITES 2° ZS i12" q° 47314" +5 &8 -6$.8 t66.d -66.4 +624 -62.4 +49.8 -da.8 +47.d -d7.a DESIGN PRESSURE = +70.41-70.4 PSF 2? i12" 61314"1 +64.9 -5a.$ +81.8 -61.8 +49.4 -a9.0 +48.6 -48.6 +44.3 -44.3 EX. C FROMTABLE 2. OXO WITH GLASS TYPE C 291 � 314" +61.7 -81.7 +48.8 -48.8 +ae.1 -48.1 143.@ -a3.@ +47.8 -41.8 33- WIDEx 87 314' HIGH SINGLE DOOR WITH 26- SIDE UTES DESIGN PRESSURE =+4111143.0 POP 28 37 112° 8° 59314" ta9.0 -49.0 +48.2 .48.2 +43.8 -d3.8 +4i.d -47.4 +39.3 -39.3 2a 331/2" @a 83 3/a" ta3.1 -43.i +43.9 -43.7 +47.6 -41.5 +39.3 -39.3 +37.3'--37-.3--- 37.3 -37.3 EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 36112" 67 3/d" +38.1 -38.7 +38.1 -38.11+36.11 �@.1 +37.5 -37.6 t3@.@ -38.8 6 i 314" WIDE x 60 HIGH DOUBLE DOOR WITH 26• SIDE LITE$ DESIGN PRESSURE ■ +4311.43.1 PSF 3° 37112" @° 713/d" +34.0 -34A +34.0 �d.0 134.0 -34A 134.0 +34.0 -34.0 , ' LL �, p Q N o (� N C 6 WIDTH GLASS TYPES A, D OR E 8. FOR f�iAB1NEp POOR AND ffitDE LITES FROM TABLE 1, WHIGH REQUIRED REINFORCEMENTAT DOORTO SIDE LITE 1a era" +7s.o 7s.o +7s.o -75.01+7&01 as.o tiro a@.4 +7so -7s.o CONNECTION SEE SECTION E-E, SHEET s FOR REINFORCEMENT � a1 DBTA(L 12 3fa" +76.0 -78.4 +76.0 7$.0 +76.0 -76.0 +76.0 76A +76.0 76.0 SINGLE ,``titt[ rrrtrr ` ., y a 4nuq + +��`'' SIDE L.ffE 1�' +72.4 -724 +68.6 -88.8 +@6.0 -BGO +87.9 -Bi.9 +69.0 -69.0 213(4" +84.6 -@a.5 +81.0 -87.0 +57.8 -87.8 +85.0 -66.0 +62a -62.4 2T 3t4° +629 -s2.9 ta9.e -a9.9 +d7a -47.2 +aa.7 -4a.7 +42,8 -42@ 38118" +33,2 +ass -35.2 +362 -36.2 +36.2 -36.2 134.4 -3a.4 3@ 3ra" +3a,o -34.0 +Sao -34.0 +34.a -34.0 +3a.o -34.0 +3a.a -3a.a F--- 731 �30 314' 1 37 112" 9B 3/4" INATMHATX. 108112` MAX 30314' .{ MAX ----[--SEE NOTE 3--t— MAX III A I 01L� ll� SEE NOTE 4 OXO —713W as 8l1(" MAX. DLO (TYP) JAC / F 38 314" 143 314" MA)C, MAX —SEE NOTE 3 MAX 49 41 Z 'Elf NOTE 4 SEE NOTE 4 p 38 314" am-1 33 O IG 98314" MAX. mp.) 84 318" MAX. DLO i ♦ i (T'•) DOOR DLO HEIGHT u HEIGHT 413W DLO WIDTH W b DOOR WIDTH u 18118• jF DLO WDTH WC c ODOR WWTHjj 118118" f glue LITE DLO HEIGHT= HWHT11318" A- X R— m O uL0 WITH a WIDTH 09118" 1 ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10, 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE UT98 OVERLAP W AND WC DOORS BY 314° WHEN ASSEMBLED `f0 MAKE w. vw,'OXcr =9. %= AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR =E LITE TO DOOR CONNECTIONS (SEE APPUCABam SHEET 2). S. CLEAR OPENING FOR WAND WV DOORS AS FOLLOWS: ('X' DOORS a WaM -8.848) OW DOOR a DOOR WIOTHf2 -4A79) IN 98 314" MAX. 4 O w o r J r e!f fJ � M zU) z O � —0,121 6 92! ayy�P� • - • -A� �a ppppggqq Y o ' /,��ti dtt 1lllti�O,,e V"F%1MOM- ITEAICR s�q- . 89 MAX OLO L 9 n r'� E; SL SECT. B -B VERTICAL SL VIEW G-G CORNIER ASSEMBLY ON SZ N o Q a � ffid 4 f 48 r MAX 70C WIDTH Li", Tb (ol ° o �.,,MAX...l DI.o 'XX SECT. C-C °L°'� 31- o FIR � a .- 36 36 34 44 HORIZ 46 46 '6 32 Max.xwlorH 20 v_, lu o ! o Lo ° INTERIOR V W co U Q ° z cc � {L O 'X' SECT. N 48 21 R-D 5 10 HORIZ x 67 JAMB ANCHOR SPAC 14G MAX. 8f.WIDTH ---►1 {SEE SHEETS T, 9 AND 0) 1 -MAX. Sl. wIDTH I d 'DLO SIANDtas �' � ••./ �6 � •• � � 22 S�"o °�° _ °� az_ 86 62 62 FOR APPUCASIUTY SL SECT. E -E SL SECT. F-F' - = ° �':, g`-�; HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE L TE) .,�y •. Orr i 1.750 1.780- 1.760 1 1.760 1,480 .OBp _ 1,820 a Wo �'t . 4.028 4.128 4.720 .�- 4.728 .080 �7 STRIP CHANNEL 4.000 •082 4.00 .902 4.00 .062 4.618 3.000 8003 -T8 Q V p 4.078 A.1Q0 0.376 V CL 60ORFRAME 9.125 .126 4 a JAMS ODOOR PANEL DOOR PANEL 0003 -TO 30 TOP 6 BOTTOM RAIL 808376 1 W83-T5 60113-Ts 1441 INTF,Rs ASTRAOAI 45 EXTERIOR ASTRAGAL 32 HINGE o f LL �1500� ~J 1 -1.578--1 Q WwT8 9k 00 O 3.866 3111 128 -.^{ F'" --.088 ,I�. I^" --.628 -*`� .8flo tL' I` 580 .780 .083 083 '� ® {- 1 i� 080{ h+- -.172 Lai Z i .060"►�+F �. y� FILLER HEAD ADAPTER 34 TRUSS CLAMP 318 "Q NGBEAD 7h0 "4LAZINOBEAD 080 10 am -To eo0s -'r5 73 e6e3 -73 72 6oe3 -TS '� +1 1 T- (9 82 7s� Io oLP7JN0 BEAD 1.470 IF7 1 ea�.Ts a5d' 30 8488 .q70 0212 Am QFRAME HEAD 0.085 d V; 0083.70 .076 1 Be 4 .4fi0 .� 2.0 80 079 1488 .080 ' �� 4c.,a /t��•' .488 ._��.1.. f � •''•:�y;L u 3.000 -� �F+- -- 3100 --�i i••, s i _ O11 OUiSWNG THRESHOLD SL HEADER SL SILL 88 ADAAPTEE R ► � � , r,'S (100346 60 8083 -Te $1 6083-70 � 8053 -T0 f--ZONHEAD S a IN a SILL ZONE "C' SEE TABLE 3.. BHT. 8 1 ZONE 0" ZOHNEDr-1 a a XX HOMO ONE —HEAD Z ---r HEAD 1 Imimmo. } zom�z„P, —�- ZONE -, On TABLE 7.. sm, 8 NOTES; 1. APPROVED ANCHOR TYPES SEE TABLE 4.. SH%e aeon �ZONE O OZONE *E"--? SEE TjjBLE 8., SHIT. 9 HEAD HEAD SEE TABLE 7.. SHT. 8 • *� HEAD , HEAD a XO OR OX �__ • SW. "D� SILL ZONE " ZONE 1 SEE TABLE fIL SHT. 0 HEAD b 1 �"zoNE *0• "r–ZONE °P -- om zNE1 a !q Oxxo .XXO OR OXX I-- -- zoNE -� SILL * 7 � V SILL j *— BILL I -ZONE4 SEE TABLE 7.. SHT. 8 • *� HEAD , HEAD a XO OR OX �__ • SW. "D� SILL ZONE " ZONE 1 SEE TABLE fIL SHT. 0 HEAD b 1 ® mw ZONE 1'" .t. 78HT9 EXAMPLE OF ANCHORAGE FORA 71314" x 83 214* we DOOR. MW JW x 3J4' S&9�OE UTES ( §EE SOLUTION A� 2.114" ELOO $84 ORETE -FLEX MASONRY ANCHOR 3.#12 SCREWS 1" MIN, O_ C. FOR CONCREM SID= EXAMPLE OM , ANCHOR LAYOUT ABOVE. A x e MINIMUM JAMB ANCHOR LOCATION. o ADDITIONAL JAMS ANCHOR LOCATION, EQUALLY SPACED AS REQUIREO PER TABLES 3.7 ON SHEET% EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 18" x 83 314' SIDE LJTES 48 "AND 'E" ZONE ANCHORS FROM TABLE 71 SHEET B. PLUS; 8.71314" x 83 3140 AN DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET % EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET s T�TYPE 1 OR ANCHORS EACH JAMB AND 2 +8+6 +2= (14j TYPE 1 OR 2 ANCHOR AT HEAD ANDATSILL. • =ANCHORLOCATION FOR ENAMPLEASOVE I& N o O 0 19 J d a i� 8" MAIL FROM CORNERS, V MAX. FROM ASTRAGAI. CENTERS AND 2Q T18" MAX. O.C. � °S%'••. OM CORNER anw 24314 °MAx oc. Gyb,. JANTITIEs FWD I tuK AMOVE I fim REFER I GTHE APPROPRIATE TABLES ON SHEET S. a r- o o� Z C- 0 rz —t—z zNE1 !q Oxxo I-zD�NE- I-- -- zoNE -� ® mw ZONE 1'" .t. 78HT9 EXAMPLE OF ANCHORAGE FORA 71314" x 83 214* we DOOR. MW JW x 3J4' S&9�OE UTES ( §EE SOLUTION A� 2.114" ELOO $84 ORETE -FLEX MASONRY ANCHOR 3.#12 SCREWS 1" MIN, O_ C. FOR CONCREM SID= EXAMPLE OM , ANCHOR LAYOUT ABOVE. A x e MINIMUM JAMB ANCHOR LOCATION. o ADDITIONAL JAMS ANCHOR LOCATION, EQUALLY SPACED AS REQUIREO PER TABLES 3.7 ON SHEET% EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 18" x 83 314' SIDE LJTES 48 "AND 'E" ZONE ANCHORS FROM TABLE 71 SHEET B. PLUS; 8.71314" x 83 3140 AN DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET % EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET s T�TYPE 1 OR ANCHORS EACH JAMB AND 2 +8+6 +2= (14j TYPE 1 OR 2 ANCHOR AT HEAD ANDATSILL. • =ANCHORLOCATION FOR ENAMPLEASOVE I& N o O 0 19 J d a i� 8" MAIL FROM CORNERS, V MAX. FROM ASTRAGAI. CENTERS AND 2Q T18" MAX. O.C. � °S%'••. OM CORNER anw 24314 °MAx oc. Gyb,. JANTITIEs FWD I tuK AMOVE I fim REFER I GTHE APPROPRIATE TABLES ON SHEET S. a r- o o� Z C- 0 TABLE 3. 21 DOORS GLA88 TYPES A. S. C, 4 L4 ANCHOR TYPE d B1fB8fRAT8 �� V=; 1,2. C= TABLE 4. P( DOORS (ALSO A DOOR OF Xg & OX GLASS TYPES A S, C. Q E d $ ATE xa YVOOD 17, cONC TABLE 6.0 $IDE um ,& GLASS iYPW A. 8, C, 0; B dA TYPE �� vvooc 1,8, co►� TABLE a. I0 & SASS TYPE6 A. 0, C. q E A TMPS d 8 mWA- u WOOD 1Z cojZ TABLE 7.Oxo- X, o.2m � o A GLASS TYPES A, 8y C, R E ANCHOR TYPE d 8 T8 2,3,; -= 1,2 mic Dam Va" 'x- 83 TO VAG a i 6 LOAD 0 A r r + X 2 7 zawxs a r X 4 p r r -- x X 6 2 3 �a 4 "M - 47.76 TO 71.76 LOAD S l� '0'- 10.78 TO 38.78 LoaO NES awyJaum 9P - 26.60 TO 37 LOAQ2ONE8 a< 4 3 ^ 8 4 m $ 2 n 3 4 O 1 p 4 ' 1 �� p 4 2 4 2 <�� 7t ' oe 2 g <' � �. F r C 4 2 K x C 'f � 9 8 70 07.80 0.471 O d 2 f��l 3 w q O 2 ' a 4 F. g p Q g� 3 W811}i % HL 25.60 x 79.78 83.78 87.78 91.78 85.7 VVIDikI % HL 47.76 x 78,7 89 7 87. 91. 88.76 WIDTH x - HT. 10.76 x78 03 87 91 95 LIM VVIOTH % HL 10.76 x79.76 $1 87. 91. W A x W. 10.76 x 79,76 63.76 67.76 91.78 9878 8 2 7 4 2 3 6 4 7 4 2 3 4 1 4 1 A 2 8 2 7 4 2 3 6 4 7 4 2 3 8 2 7 4 2 3 6 4 7 4 2 3 4 1 A 1 4 2 4 2 4 2 M42 4 2 4 1 4 1 4 2 4 8 2 7 4 2 3 8 4 7 4 2 3 4 1 4 7 4 2 4 2 4 2 27.80 x79.76 $3.7 87.7 91.7 887 5 6 a 7 2 7 4 412 2 3 3 6t.76 x79,76 83.75 877 91.7 987 6 4 7 4 2 3 12.7E x79.76 IM75 67. 91. 9 4 2 4 2 18.76 x78 8376 BUG 91.764 O6. 4 2 4 a 4 2 12.78 x79. 83,7 07. 91. 987 4 4 x 2 4 2 S 4 7 4 2 3 4 2 4 2 4 2 4 2 0 8 7 4 2 3 6 4 7 4 2 3 4 2 A 8 2 7 4 2 6 S 4 7 4 2 3 4 Z 4 a 2 4 2 4 4 2 4 a 4 2 4 2 4 2 4 2 4 2 8 2 7 4 2 6 8 4 7 4 3 @ 4 2 4 2 4 2 4 4 2 28.80 x78. 83 67. 81.75 88.? 0 8 4 4 2 3 2 3 5878 x 79,7 81.7 87.78 91.75 9878 0 4 7 4 2 3 7 &00 % 89 87.78 91.78 9876 4 2 4 2 1 &GO x78 83,7E 07, 01. 00.7$ 4 3 4 3 4 2 19.00 x 79. WE 87.7 91.78 08.75 21.78 x7&78 83,76 8775 01.78 06. 4 3 4 4 A 4 Z 2 2 2 8 4 7 4 2 3 4 2 4 2 4 2 4 3 $82 8 4 2 6 8 4 7 4 Z 3 4 2 4 2 4 3 4 2 4 4 4 4 4 S 3 3 3 31 8 4 2 6 6 7 4 3 S 4 2 4 2 4 3 4 2 8 4 2 8 B A 8 4 3 8 Z 4 2 3 4 8 31.60 x707 63 87.78 91.75 86 5 0 2 8 2 8 412 4 3 2$ 69.76 x79 83 87.78 9176 88.71 6 5 8 4 2 3 2176 x7076 8347 S7 91.7 .8875 4 2 4 2 21.78 x70.78 83.76 87.78 91.78 06.76 4 3 4 3 4 3 6 3 6 3 4 2 4 2 -4-71 -471 5 5 8 4 Z 3 4 2 4 2 S 2 8 4 2 8 8 5 8 4 3 5 4 2 4 2 -4-2 4 710 4 2 @ a 8 4 2 8 6 5 8 4 3 6 5 2 4 2 4 2 S 3 7-2 7 2 10 4 2 6 6 0 8 4 3 8 8 Z 4 2 4 8 6 3 4 2 33.80 x 79.7 St B1. 017 68.75 6 7@ 4 3 3 GUS x 79. 83. 87.7 91.7 68.78 5 6 0 ±-L 3 27.78 x78.78 83.78 8776 91.78 987 6 2 4 Z 27.76 x 79.78 83 07. 01. 90.7$ 5 3 6 3 4 2 4 2 27.76 x70 6% 07.75 91. 867H 5 4 2 8 3 8 4 5 8 B 0 0 4 3 8 8 2 4 2 5 3 4 2 8 3 8 4 3 8 8 6 8 4 3 6 6 Z 4 2 $ 3 4 2 @ 8 3 3 4 4 2 3 7 3 10 4 3 5 8 8 8 4 3 6 8 2 4 2 8 3 3 4 S 7 3 10 4 3 8 7 0 10 4 3 6 8 2 4 2 4 S 3 A A 4 3 3 3 36.50 x 7&78 83.78 67.76 91.7 05.7 8 3 8 4 3 5 67.76 x79.75 89.76 87.75 01. O&75 8 6 8 4 3 S 38.13 x 79.78 p7b 6776 01 96.76 0 3 4 3 3 &13 x7 &76 &178 W.75 87.78 08.78 6 4 B 4 7 6 7 8 7$ 4 3 38.13x7&70 0376 6775 91. 95.7$ 36.75 x70.75 8375 07-75 $i.78 98.78 8 4 8 3 0 4 3 6 8 6 8 4 3 8 8 3 4 3 4 3 8 4 8 3 8 4 3 5 8 5 8 4 3 8 7 3 4 3 4 3 7 H 4 3 7. 3 10 4 3 6 7 8 10 4 3 8 7 3 4 3 4 3 7 6 4 4 3 9 7 3 10 4 3 5 7 6 10 4 3 8 7 3 4 3 4 3 7 8 e H� 4 q 37.50 x78] 8376 87.75 91.7 967 8 3 5 4 3 8 71.75 x 7&75 83 87,7 91.7 9676 6 6 0 4 3 6 3&76 x 75.76 8378 87.75 01.78 8&78 8 3 4 3 WA x 7 &7B 83 67. 87.7 0 6 8 A 8 A { 3 4 3 8 3 8 4 3 8 B B 9 4 3 8 B 3 A 3 4 3 4$ 4 5 7 3 10 4 3 5 8 8 0 4 3 5 3 4 3 7 5 4 3 7 8 T 3 10 4 3 6 7 8 10 4 3 5 Ny 3 4 3 7 6 7 6 4 3 7 6 4 3 7 3 10 4 3 6 7 B 10 4 3 6 3 4 3 4 3 7 5 4 9 APpaOVeo ANCHOR TYP89; 1.114' ELCO TAPCONS asmmnt altlrt4sPto+ldo J 2.114• ELCO WM CRETEPLE% =No .. MASONRYANCHORS J 3, #12 SCREWS (G5) Doda t 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 N C3 AND 7 PERTAIN TO THE Q 4 EXAMPLE ANCHORAGE SOLUTION ON SHEET 8 to IL r W Z �- " ° 07 Irj„ xii O J 0W <t d LV _ t• gillq J� ►n yo 2X WOOD 1 314• 1 We BUCK, NOTE N 3.4 KSI MIN. CONC. MINED jN E.D• BUCK, aM 2 3.4 KSI RUN. CONC. I ! r!-1 -� ^—+ I -1314• MIN, E.D. 1XW0� ':�..'��'�' �;�J';.� 1318 °TYPE1 1XWOADBUCK, TTr ` t•' a �':' 31B"TYPE2 ur , NO 2 ,i.'. ,.• �.• W 1 PRIIBUCf R61uBWeD 1318" DUCK NOTE " s�. •,�r , ".; is �: i • 13/4'TYPE2 �: $ °trrp.? } `O _�i �1"314�°T'YP �D t� MIN. ;�' ! _ 114" MAX. 1/4 "MAX. • 114" MAX. WOOD �s SHIM 1SHIM SHIM taa EXT. ANCHOR CONC, EXT. CONC. TYPE 2 OR 3, ANCHOR, - WOOD T.T. ANCHOR ANCHOR NOTE I TYPE 2 OR 3, r DOOR HEAD (WOOD) 1 DOOR HEAD (CONC) 1 �: Nokomis, 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 PERA Product Control Section to.be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction CAHJ). 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 AAJ (m 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 fWls 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cou * Product Control Section that this product or material fails to meet. the requirements of the applicable budding code. this product is approved as described herein, and has been designed to comply with the Florida Building Code, "the H*VONS Series'�BGD -774" Aluminum Sliding Glass Iibars w ! wa Reinforcemee PROVAL DOCUMENT: Drawing No.PGT4002 Rev C, titled "Series 770 Alum SQD -LMI", sheets I through 23 of 23, prepared by mamfichrrer, dated 08/05 /07 and last revised on 10 /11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade, County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. IMPACT RATING: Large and Small Missile Impact Resistant I . See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SOD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. Ali laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacb Wis name or logo, city, state and series and following statement" "Miami Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered air 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, andtor 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. AD + : The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0826.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. amok aaaMroaaFCO nrr�t NOA No 11- 1018.14 NNMMLT,f " #T INEMMW Expiration Date: February , Approval Date: December 01, 2011 t1�Zy1L` Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI'T'ED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 89-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI ", sheets I through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Shdutg Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FT 1,5993, FTL -6036, FTL-6001, FTL -60141 FTL- 6015, FTL -6017, FTL -6023, FTL -6024, FTL- 6025, FTL -60281, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & seated by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & seated by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/0640 and last revised on 01/08/10, prepared by PTC, LLC, Robert L Amoruso, P.E. (transferred from file # 09 -0826.10) 4. Glazing complies with ASTMS- 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.L DuPont De Nemours & CO., Inc. for `DuPont SentryGlas 0 Plus ", expiring on 01/14•/2012. 2. Notre of Acceptance No. 11-0624.01 issued to "E.L DuPont Denemours" for "DuPont Butacite 40 PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement Ietter of conformance to FBC 2007 and no financial interest: dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-08x6.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This 1+tOA revises # 09- 0826.10, expiring February 17,201 S. '2. Test proposals No(s) 09-0177,0177-At B & C ved by rCEXte Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date. December 01, 2011 E -1 .-.. .. -..+ ..v ....v. %01-6 AI ! r V 64VII ♦7L.ILl 11`1%7 %7I.r' QQ L1{JVIN . GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO OR) DESIGN PRESSURE CHART NOA DRAWING MAP GLASS STRENGTHS - T e TEMPERED M° HEAT GTHED - GOP m X0 13UPA3Nr V GLAS Emil SEE TABLES 1, 2 & 3 ON SST DUPONT BUTACITE PVS G3 -7 U7E90F3ltO' JjROLABS De0 IDTRERRLA SHEETS 7, 8 &9 GENERAL NOTES«..,... I mm B+ab DESIGN AND INSTALLATION M THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. QUAI.RMCONFIG-24 G3A - OPTS° LAMINATED; LREB OF 114" JAS GLASS WITH AN .GOO G4A •0/18° LAMINATED LJTE$ OF GLAZING DETAILS......_ -„ 8 O ANCHORAGE.,«.......„.,,.•.? -18 MIN ERLALAYER I� 114" H8 GLASS WITH AN.000 YER DE M PRE88URE8.,....74I GO -1' LAMINATED I.Q. 3MW EXT. CAP + WAIR SPACE+7118' iAMINATEM (2) CITES OF 3110° HS GLASS WITH AN .GOO DB �B INTERLAYER. GO -i' SIIA G SMfr EXT. CAP+318• AIRSPACE+ 7110'LAMINATED:(2)CITESOF3110° GLASS WITH AN.GOOEKG;INTEIAAYM GSA- " "TEXT.CAP+8118'AIR ELEVATIONS -1 &1i CONFIGURATIONS-17 DL U4 SPACE +7A8'LAMINATED;(2)LITESOFenr OLAS8WITHANADDBPVBJNTERLAYER VERT.8ECTIONS.»«.«.,„ GSA • LG. U4” T EXT. OAP + 8118° AIR SPACE +7H8° LAMMATMZ (2) LRTES OP 3PI8° tRGLASS WITH AN.000 jWRMLAYER „18 HORIL' 8ECTION8 -M 2. DESIGN PRESSURES: A. NEGATIVE DEMON LOADS BASED ON TESTED PRESSURE AND QLA8S TABLES ASTM E 1300. «...«...10 PARTS LIST ,.„- .„«...., 21 EXTRUSIONB.— 22-Z S. POSITIVE DESIGN LOAD$ BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E MM 1 Wm 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS. NOT SEEN USED IN THE DESIGN CFM8 PRODUCT. MATERIALS, INCLUDING BUT NOT LI TED TO STEEL. BMW^ THAT COME INTO CONTACT SHALL MEET THE REQUIREMENTS OP THE FLORIDA BUILDING CODE. FOR ANCHORAGE DUALS SEE SHEETS TTHROUIGH 18. AIJI r1'TLb0 AGG' AIRY=. "HE 1 am U. INSTALLATION SCREW$,;P%9Q0 AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 0. REFERENCE& TEST REPORTS F71- 8080. FTL- 8803, FTL -0001, PTT. -014, M-alli8, FTL -8017, PI14022, PIL4m PTL4m, PTL4028, FTL em Pli.40;i1, PTL-mAN0 FT4O038, DATED w! m, ELCO TEXTRON NO&* 07. 0428.01, 03.022SAA ANOW&PA NDS 1008 FOR WOOD CONSTRUCTION AND ADMQ= ALUMINUM DOM MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRIZOM OF THE FLORIDA BUILDING COW, INCMING THE HIGH VELOCITY HURRICANE ZONE MVW4 L DOOR SIZES MUST BE VERIFIED FOR COMPLW40E WITH EGRESS REOU0WXm TB PER FLORIDA BUILDING CODE, All APPUCASIS O, CONFIGURATIONS SEE OP TABLES (SHEETB 7411 AND CONFIGURATION ILLUSTRATIONS (BHEETB 2.4} A. D.L.O. WIDTH m PANEL WIDTH -7" 8. D.L.O. HEIGHT m PANEL HEIGHT- 0.26' I--` NOTES PERTAINING TO ANCHORAGE DETAILS ON SUM 1311L, P4a0Y ts,um9 I. FOR CONCRETE APPLICATIONS IN MW&DADE COUNTY, USE ONLY MRAMI47ADE COUNTY APPROVED ELCO 1140 OR ONO" ULTRAOON (FORMMLY TAPOON )CONCRETE SCREWS OR U40 ELCO 834 CRETE -FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. mpvcTRRYtt= dw L FOR WOOD APPUCATIONB USE 012 STEEL SCREWS (04 U4" ELCO $¢4 CRETE -FLEX MAYBE USED INSTEAD OF012 SCREWS (PAN W"N L WOOD BUCKS DEPICTED AS 1xAR8 LESS THAN U2' .. lm lriY► A� (1.101 . P �� 1 THICK. 1x WOOD BUCK ARE OPTIONAL IF UNIT IS IKTALLED DIREMYYO SOLID CONCRETE. WOOD BUCKS AEP {CITED AS 2x ARE THICK Two 1 112' OR GR EATER. WAND 2X BUC03 WHEN USED) SHAD. BE DESIGNED 70 PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK mm B+ab DESIGN AND INSTALLATION M THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. M1 1. FOR ATTACHMENTTO ALUMINUM: THE ALUMINUM SHALL 13E A MINIMUM STRENGTH OF 8003.78 ANDA MINIMUM OF U8•THICK. THEALUMINUM STRUCTURAL M MBER mIM1 <L SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMI AR TO THATSHOWN IN THE DETAILS USING 2x WOOD BUCKS. THH ANCHORS SHALL BE 012 1rr SHBETMETAI. SCREWS WITH FULL THREAD ENGAGEMENT INTOTHEALUMINUM• IF THEME CRITERIAARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE 2 >a REQUIREMENTS SHOWN 1N TABLES 1.3, SHTS. 7-8, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 2 N2 S. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USM. NON• 1HRIK, NON461ETALLIC GROUT.3400 PSI MIN., (DONE BYOTHEK) 9f1a" (MAX 114° SHIM SPACE FOR GROUT) MUST FULLY SUPPORTTHE ENTIRE LENGTH OFTHE MLLIMT 18 NOT TIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO 1 V4 SUBSTRATE, IP SUBSTRATE 18 WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, GRAS APPROVED BYTHE AUTHORITY 1 Wm HAVING JUWSDICTION mm-tw u224 P.0. FLJl774 /.--ft SU-1 4 A0gPI M-ft P4a0Y ts,um9 P4ao211om2a2A"*rpAWw as 11 Conan cmmt, I mAmuwcm I Oraama12B1 Two ma. mm B+ab 92M1 F0 M1 is mIM1 <L FIO➢18dIt�i{ 1rr 1972 2 >a 1 U/ 2 N2 1 7Y4 2 1!2 9f1a" %.Y4 1 V4 1 1 U4 1 Wm 1 1 .44 1 2 1r4 mm-tw u224 I t!4' 1 am 2 172 I 1 114 1 2 to P.0. FLJl774 /.--ft SU-1 4 A0gPI M-ft P4a0Y ts,um9 P4ao211om2a2A"*rpAWw as 11 Conan GFOfAIa ct�! memo AM 690 Two ma. mm B+ab 92M1 F0 IUM1 2m4 ma Et 01aF 12M1 2d 18a Bm4, Yat Fd weov9nea, Ito 1 7N 2 1r2 1= : tr: tars sus 1 t 1A1 2U�CU,tvPlu824 1 W 1 W4 1 2 172 1 101 10600MUM I t N4 2 IA P.0. FLJl774 /.--ft SU-1 4 A0gPI M-ft Tm 12a. I 1p I AM 690 Gaoltlhuaaa apsooweroll 6 Gam d4embmtln0 rob �2of9bFeCad a12•pai F19oQaa�Plox684 17s' S�plt b02at1 wm M. - Embaft Bd• 011loarm Nu . �� 'f8�87RFAlf�TTflSt AIl�L w>T(K81 oad a8',wra FIa° a a. � % 'N'U; ;::'::4Q1( o a. Nita ad ma gm mmw I I 37F I r �•:;* so i;mtavmx 584 1 law r 1? 08706 c nan PROVED CONFIGURATIONS: �� SEE D.P. TABLE, SEE D.P. TABLE, I --T SHTS.7 -9 —1 SHTS. 7 -9 liChm �i��QQqTtit•� [?s7 i ► r r „ y iiT[w ,r , SEE r e D SEE ' t� M. TABLE FF TABLE . 9 0 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7-9 ea Mo$ oxx, xxo, oxxp, xxxp b X oxxo, xxxo, oxxx, xxxx, POCKET DOORS xp CORNER, TYP. POCKET, TYP. ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S” OR 17 INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL, P.4. A% 4 G SGD - LMI 2 -, a PD7tlAD:d f /Y saeauc�w�vu�a :r�Jus•a.a.tf�t. a�Hrry a� . srans _� bw 'a A i iNrinr fiNr'�N1 �EY'�Kr I,S1L'► rrA iTA r%i �LriEY �iJ 'fLr FE +r I':►li► iL� +iCr [ fCl L1,1� ; i q - [1Az �C► Rr :_ FEY `GL Y .(•1 +!\ �E�Lr L1 y �Er�cLr tE'ril:r ,Sl?,�2Pi : �BrtiNY�Cr �cKr��gr t6r«r �K►iKr .Tf (:"f3A iirA >a:EA ITl `GL'r �GY `iLr cLr iE�7 �LrRr ql '�Pr �8r �Dr �hr In ►1:► ; C•1 ♦13 �C►�Cr C•.11:► �Er�Lr L�?�ItA m ±�A �Ermr cl:r�I:r iNY�E?Y �Er �. �.a�� i • n. uD wqEMI APPROVED CONFIGURATIONS.- S L TA SF 7 SEE 80° (.vravcrt tAAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE. SEE D.P. TABLE, SHTS. 7 -9 IFVI:► Apr �,7 � ll'-1 l;il on,(a /: E NI Lei +mil► e s*i e♦ aa . U iiv vA� MU sWom" ITTS 4 M 28 �.wwa.neaa -0i JL ., a �I zo2 dW rA9W ��. rtera•,� 3/18• jB aLA88 204 �,s• �s lwtamme ,la tRGLASS 74 .osc oer� "tROLASS 74 8HB" NOM. 3118 82 GLASS nkrW" ?tIW NOM. 64 � 8198° LAMINATED GLASS TYPES 03A 9118° LAMINATED GLASS TYPES 04A 82 illlt •`otirt ILY Mq� iiki N 31�.4y�y�•� :,� /o Ir tjtj r K 8a �N��OpM. .iVAS S e� 54 E 2a3 dW rA9W ��. rtera•,� lwtamme ,la tRGLASS 74 8118' NOM. 8HB" NOM. 82 M. 3WNOM. nkrW" GLm $1 8178 64 � 8198° LAMINATED GLASS TYPES 03A 9118° LAMINATED GLASS TYPES 04A illlt •`otirt ILY Mq� N :,� /o Ir tjtj r AlOQHANC+Tw98FAEel A aa,° ro rata �raaer� L4ZINQ DETAILS ''�. 0 %'•S .,tLOW?: Ca -, ,, wrwdld PA PFaI69T9a iaw SERMS7706 tl MMSGD -LA9! 80A7rD ^•• Nl� S +.Z3 Pl37UOQ2 o 1 as &Ir HS GLM 2'11 3r18'k cUA88 EKT&RIp� 212 3/1s 8s�ss .=OHM MD WP 311V M OLASS 3W M SPACE o 3/18',klgjl au 88 wIr Y mme 74 ASR SPACE 74 �aLASB M 1 NOM. 1W10LASs 1' NOM — 83 rV4" A79r, 1• NOM. 314•NOM. 79 mm TRUSP.AL DURASLAL SPAM --/ ` TRUSEAL DURASEAL SPACER —/ 1" LAMINATED I.D. TYPES G6 55 1" LAMINATED I.G. TYPES G8 55 ,� tiuuu TRUSEAL DURASEAL SPACER TRUSEAL DURASFAL SPACER 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A ;.�`� �° ;�ceN$'s''•.'�P s ranrnl nta nassr r t:n �2: rora rmuva GLAMG DETAILS 04;.•'�`�: pa rslo SERIEST/OALUArtIVEWSGD -L0 'a,. .►��.�.,.�. �9RQfDfl opp +°fFr.aar� 8W770 N%.Q 8 +579 PldTa0D2 Q AI.YHNeaa.t�r+, P.S mom P.8#66ro0 2'11 3r18'k cUA88 EKT&RIp� 213 GUtBS .m cep" o 8118'AIRSPAOLJ4S8 74 1W10LASs WAIR 74 1' NOM 1• NOM. 83 83 NOM. 79 Sr(E A 79 Stm ,� tiuuu TRUSEAL DURASEAL SPACER TRUSEAL DURASFAL SPACER 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A ;.�`� �° ;�ceN$'s''•.'�P s ranrnl nta nassr r t:n �2: rora rmuva GLAMG DETAILS 04;.•'�`�: pa rslo SERIEST/OALUArtIVEWSGD -L0 'a,. .►��.�.,.�. �9RQfDfl opp +°fFr.aar� 8W770 N%.Q 8 +579 PldTa0D2 Q AI.YHNeaa.t�r+, P.S mom P.8#66ro0 own PREWHE AND ANUABRAM- awnswFulkm -armomo STICK- DARO 1 >MO L(HILS)NIOiL=I SRWIIGHTBCOMERASH6IGALCLUBMPLUSMLEWATEANMMQW .PERF11aH8 %BLS s4VAANCHM017Y. aRHDMANc31l QW. Ma G3- 7/ 18° LANOb► TEDGIABB- (3/;6°H.S.tPVBf3118"fLS.} 1} "U4 B.COIA.7RACON(PCRNFAI.YTAPOOIJ C4- 7t16 `LAMNATMLeU.- (MfrTENP.IAOt13H6 K&IP/B13l1b'HS) 3}'8J18"ULMVCON GSA- 7ff8' LAMri4TWL(LU.- (V4'lW.IAIRIURI'HAIWB /3N6'H.B.) 4) A=nxL8CREM(GR ' S�AHgiQAAGENOTE318 20N8HE[sT t. tE NOM PANEL. WIDTH PRAMS SIDE U U , E• 3K8.8 800 480 -60A +80 800 +80 60.0 24 H&S 04 +1 04+1 04+2 04 +1 04 +1 04 +2 04+1104+11 C4+2 04+1 04+1 C4 +2 10 10 10 10 10 10 10 10 10 10 10 0 o0K $ $ B $ 6 8 8 $ B 6 $ B GLASS TYPE -3, 151, AMA +80 -no +B0 -60.0 +80 -80.0 +40 •804 31) HISS 04 +7 C4 +1 04 +2 0ba 04 +1 C4+2 04 +1 04 +1 04 +2 24 +1 C4 +1 04 +2 JAIM! 10 10 10 ;0 10 10 10 10 10 10 10 P•HODK 8 8 B B B 8 8 8 -3, 6. 8A 80 0 +60 4M 400 -BOA +60 .80.0 H88 04 +2 04+1104+11 C4+2 04+1104+11104+21 C4+11 I C4 +1 04 +2 JAMS 10 10 10 IQ I ;0 1 10 10 10 1 10 10 10 10 P-HOOK 6 6 6 B B 6 6 b 8 B 8 8 GLAS.STYp - 6, 8A ep 0 +60 •804 460 -80.4 480 -604 42 H88 C4 +1 04 +; 04 +2 04+7 C441 C4 +2 C4+1 C4 +1 C4 +2 "+1 C4 +1 C442 10 10 Ill 10 10 10 10 10 10 I 10 10 10 P-HOOK 8 $ 6 8 6 8 8 8 $ 1 0 B 8 TYPE- 3A, ,6A 480 •80.0 +80 -800 1 +80 -BOA +6p Bd4 04+1 04 +1 C4 +1 C4+2 CIQ C4 +1 C4 +2 C4+1 C4 +1 010 APH 10 T+7C4+I 0 10 10 10 70 10 10 t0 8 8 1 6 1 8 1 8 1 B 1 8 1 7 1 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OP THE 3 V4 SILL. 2. WHEN USING THE 2112" SILL, POSITIVE WATER OP 18 48.87 P8F MAX. WHIEN USIN13THE 4.OLL POSITIVE WATER DP IS 00.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. 3, C,3 114' AND 2112' BILL HEIGHTS ARETESTED FOR WATER WPU TRATION WHEREAS THE 11IM SILL IS NOT MD MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. P0811WE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING COIF (SEEADJACENTDIAGRAMj; THUS CONDITION IS NOT RATED FOR WATER IN YRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION, IL DOOR 812E TO COMPLY WITH PBC EGRESS REQUOiFS+AENTB. 9 Cu MMPLEON SHEET 70 OLD WIDTH a NOM. PANE. MOTH - 7" DLO HEIGHT Q NOM. P 8M O yTSIOE Omeg t+ IL �sarht INSIDE CORNER I— OH LENGTH I 0 LENGTH OH ON HEIGHT HEIGHT EQMTOI IOR GREATER SEE NOTE 3 IlA LV SW - L.MJ I*Kw avap w• ' IIx14� 1. POSITIVE PRESSURES INTAKE ARE BASED ON THH USE OF THE 3114 SILL L WHEN USING THE 21rZ SILL, POSITIVE DP IS 40.87 PSP MAX. WHEN USING THE 4 SW. POI DP IS 80.0 MAX (NEGATIVEPRE=URESUNCHANGED} SEETABLH2A. 3.211 , 3114• AND 41 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 IM BILL IS NOT AND MUSTONLY HE UBED WHERE WATER RESISTANCE IS WT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY HE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SHE ADJACENT DIAGRAW, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS TS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. AA�O198 Ft 0 a HXAMPLE:ON SHEET 10 TABLE 2A s tIFADa�llp16811 AF7600t667RI11pIRA00AF7F71AaTM4�4tG .43t17lFLIq 4' f18A�41ElUq}GIQ1Y.1'FJIMt�Iia$ >.NA9;tAN12+OHC11Y. aPI1DQKAtR.ltartOtY. Amllar7ypaai tit• TftG'IAId1Yl11AtOJ199. (y1C H0. f &iPJ IitB' Hfl1 11 '04' 6t0a ttaAACldNIF01a1�f.Y 7rPOG o+ A• aurtarfixt ®anas.lua'►tafsaatrrtlat ai •tes•eatramsfm t+ a. Trta• wxµslmtau•{ tnrtsar .rnero►te•tta.eeaProrta�sat ai ronraltatxxt Gan • ma IAWA7W 1¢G - (a+• tern JABJ 9JI8' H 0. r 9ta+f'mtr H8a +! y12armgeerr{aa1 •9�/twstaaalatta3r. uHt7 1 N01APf+NBL FGIDS +81 BENMM14 1 1 � � � � 1 i tNm7H BI0& n A �: d w cc t11A9a -4. BOA -0OA 84A 800 40.0 •BOA OOA .644 GOA -0OA 60.0 -0OA Gold B0 800 G+/ C4+1 8+2 C4 +1 10+2 001104+1 08+2 +S C4+1 CB+2 G+ G+I C8+2 G+1 04+1 G+2 a +1 94+1 C8+2 04+1 +1 C8 +2 24 A'a 10 1g t0 10 t4 10 10 1 to to a 10 12 12 12 12 17 12 12 12 12 12 12 t2 P•HOOK 8 a a a G 8 8 a a a 0 8 8 8 a B - 4.4A8.GA Gold BOA 'BOA a" -0OA 80A 400 A -0OA OA OOA 4OA Gu s *1 +1 CAIM C4+1 G+ C0+2 1 Gq 06+2 +f 1 Ca+2 G+ 1 +2 +1 04" O6+2 04+ a8+2 1 04+1 + 20 2 AHD to 1 10 14 10 10 D g 10 i 12 12 12 12 to 12 12 P•Ha�H 8 0 a D a 8 a 0 8 8 4 a 9 8 4 8A 00,0 •9110 BOA 8080 -0OA -04A 80A BOA GOA .80.0 80.0 =a -0OA t1 G+t C8+2 1 C4 +1 a8+2 C4+1 r aa+1 1 04+1 M2 +1 +2 C4+1 2 +1 C4+1 C8+2 G+ aq+ C142 UP F-jim 10 10 0 t 10 10 SO It 1 /8 12 12 t{ 8 B 0 8 8 4 0 8 0 6 0 8 a 6 0 B 7 7 7 T 7 80.0 •Gold .80.(1 -0 -00.4 OA 60A 90.0 •80A 80.0 00.0 -0GA pp Heal +1 a4 +1 C6+2 G +1 GH C8+2 G +1 C8+2 CN1 C4+) C�+2 +1 C4+4 C0+2 G +1 C4+ C8+2 G H Sill— f� 42 { tAVB Me 10 14 10 SO 10 10 10 10 10 12 2 12 12 12 12 12 1 12 12 t2 g MOW 8 8 a 0 6 8 8 0 B 8 7 7 7 7 8 tl 8 TMAB -4, 4A 0.aA Gas 40a solo .a" GOA -0Old au -002 GOA -no 80.0 -0gA 60A -0OA Ha8 4N Cit+1 2 C4+/ G+1 C8+ +t 00+2 011+1100-11 C8+2 GO t a4t 002 G+1 G+1 r Gaf C4h +a tS1+1 G+1 +2 4B Ip4>0 SO 14 10 10 19 10 10 1a 0 0 10 12 12 / i 8 1 11 L B 8 8 1 a 0 a 4 7 T T T a 8 a 0 B 0 1 0 1 0 ' 4A . UA on -s" Gold 400 800 -a" 8Old -0OA g Has Gt2 41 Gat 2 a4+2 04+1 C8+2 G +2 G +x afi►g 10 10 MC4+2 10 1 e a a PANELS OVER 48" %MDE NOT AVALABL,B OVER SO" HIGH G. �A H�AI s 2 • + + G+ 0a+2 BO 14 w 14 14 1 10 is 10 ymm 8 'B 8 8 7 1. POSITIVE PRESSURES INTAKE ARE BASED ON THH USE OF THE 3114 SILL L WHEN USING THE 21rZ SILL, POSITIVE DP IS 40.87 PSP MAX. WHEN USING THE 4 SW. POI DP IS 80.0 MAX (NEGATIVEPRE=URESUNCHANGED} SEETABLH2A. 3.211 , 3114• AND 41 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 IM BILL IS NOT AND MUSTONLY HE UBED WHERE WATER RESISTANCE IS WT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY HE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SHE ADJACENT DIAGRAW, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS TS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. AA�O198 Ft 0 a HXAMPLE:ON SHEET 10 TABLE 2A • OP H St w I{ LOW RASH -i- WA tCW -2• +49071`11F 18311 -4• +81 BENMM14 ffANDARD ASTRAGAL HPa1VY DUTY STILES SRESHOOTTORB FORGO' INSIDE d OUTSIDE CORNER DEPICTION OLO WIDTH a NOAL PANEL WIDTH -r OLO HEIGHTa NCK PANE1.FIEIGHT -ur R�1�BO,iwMiiliQUw �ttaw �a �I�IIS tA.lr OH LENGTH I OH LENt3TH OH OH HEH3HT a n HEIGHT EpUALT01 ��,O ............. ORQvATER SEE NOTE 3 N rl _. i JI 8 a o I Pe 1. POSITIVE PRESSURES IN TABLEARE BASED ON THE USE OF THE 4" SW.. 2. WHEN USING THE 2 I SILL, POSITIVE OP 18 40.07 PEP MAX AND WITH THE 8114" BILL, POSITIVE PRESSURES is 00.0 PSF MAX. (NEGATNB PRESSURES UNCHANGED). SEE TABLE 3A. 3.2 Ur. 3 1141. AND 4* SILL, WJM4TB ARE TESTED FOR WATER MLTRATION WHEREAS THE 1 IM SILL 18 NOTAND MM ONLY BE USED WHERE WATER RESISTANCE OI NOT REQuum POSITIVE DE8M PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (80 ADJACENT DIAMWO THIS CONDITION 18 NOT RATER FOR WATER INFB•TRATION. 4. BEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMtENT INFORMATION. 8. DOOR SI M TO COMPLY WITH IBC EGRESS REQUIREMENTS. TABLE3A SILL 117. VsF . P S4L RISE HEM (+) DEEGAI LOAD FLUSH -1 -UT NIA LOW-24W W +48.07FSF ME) -344 +000 HIGH -4" I # 90.0 PSF MENDTE91 -3 rarmRJW74 . t. MI INSIDE C[RNER OH LENGTH I OH LE fl OH 0 IG HEC ff EQUAL TO 1 ORGRBATER SEE NOTE 3 9 d 29 OM. PANELWIDTH -T VOM. PANEL HEIGHT. &W nwnucrnsy� wmsaa•x+,w�a. Vt -i`s L NJS I1IIrulu `��:• ,.I LYnN AI/Li viii f++76 • , a�anaa`�Len.ne z •w.�,• --o -o uN- cl a:u w. i wu:un 11'�7FN7Lti6.T TAPi30N)� N4• ELCO W N CRETE -FLEX 3) 0N8' ULTRACON 4)1}12 STEEL SCREW (G6) SFmL We: °"'OHORLOCA17OA13PACINfl _ .–__,•-- _ - -- & 5111» -_ . S• MAX FROM FRAME CORNERS. USE BPEOIFlED CLUSiBR FROM APPROPRIATE TABLES, SHTe. 7.8 AT EACH INTBRLOOKAND STHPdflHTAND CORNERABTRACiAL LOCATION, PLUS 6PECIREO QUANTITY OFADDiTiONAL 6YJFJiMt�IAT B AN0HOR8 PER PANEL. (iH8 8• FROM CORNER ANCHORS CAN BE iNC1,U0BDj, ADDITIONAL. AN0HOR8 24° MAX.O.0 SEE EXAAAPLEANCHORAflf PLANS EtS.OYVANd EXAMPLE CLU87'FJiB AT A87RAflAL, UVTERLOCIt & 60.00RNER ON BHT.11.12. JAM88 a P- HOOKB- r MAX. FROM BOTTOM AND 21" MAx. O.O. UTTL121Nfl ANCHOR QUANTITm FROM APPROPRIATE TABLE8, SHT8. 7.8. BEE P-H A1LS ON SHEETS 14-10. - ORS PER PANEL• D Si 8` MAX 3,8• QE INTERLOCK S> CLUSTBt �T:, rA rr i1 - E O 0• MAX 1T10SE ATT HE HEAD AND SW. ASTRAGAL 6'MAX. 1 BETWEEN CLUSTERS ORTHOSE TYP BETWEEN A CLUSTERANDA 4.081 FRAME JAMB OR P -HOOK. 2.114'1" Bill vial a� 1 EXAMPLE QXX ANCHORAGE PLAN: ♦ 2 H 3 3 8' 24' MAx O.0 Tn' (3) PANEL, 484 x W1 DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE R L----------- _..._ -_.- ------------------------ ,.....- _.._ -- �i1 1�ut 6• SEE NOTE BELOW PA 0 ANCHORS A 14• 8" 04+2 & OORNERB w ANCHORS TOTALAT HEAP AN13 AT SILL 8EE TYP. JAMB CLUBM 2 04 2 C4 2 04 2 DETAIL BELOW N » s • » N » » MAx. N N I IS Y » r r --w » N k ■ 1 • - 3 M M • r • FRAME 2 Y 21 -Ax ANCHORS , ,1...� MAX 1 MAx, AN) Y OHORB O.C. PERJAMB 13 OR EET CLUSTER 0.1=. SPACM MAX 60"CORNER EXAMPLE OX-909 CVT81DE CORNER xo CORNER ANCHORAGE PLAN- (4) PANEL., 604 x 96" DOOR FROM TABLE 2, SHT, 8, ANCHOR TYPE 1 & 21N CONCRETE SUBSTRATE SEE CLUBTBR DETAILS rue"crasvuw o�►�4dasila►dr ito,it� C r. -101 01q 'San an, low"oh INTHRLOCKCENTERLINE SHT.11 1 VMAX a . 4.081" n V-12, Q.C. 9 6• 04• ? k SEE CLUSTER OETAILS, SHT.12 i' OTiR SEE OETAILS S & TON 8HEEr 14 & DETAILS MMBNNONB "AGEORP_- HOOKANCHORS hLwo.P.oaH ,� p,Q�f �� u� , .�. Il 1 V�IMLV IIV ALV7VAf�4lY/ VU'i/�i.jY(j Ami,l'1.JfP7f \� \V� ~��'a 8GD170 Ate$ Na 86706 it wr ..Mw •« • INTERLOCK ' — OVTEIiLCCIC N. O CENTERLINE CENTERLINE C.TERRINH 3.8 138 3 8 W=EE�1040 2.040 r r "z TancK; a'si1aAa" NT aLOat 'z TR�ncK AgMALOALI MMMI c - ANCHOROLUGTER•C4 CHOR WM-0 ANCHORCLUB -CB INTERLOCK —«7 INTERLOCK 2m KrERL01»t--" Mme- �T• OIMIENBIONS BROWN I ARE BASED ON MMLIM O8NT6RLINE 3b 3.8 OENTER11NH7 SHOWN �M WORM NG 2040- 4.07 4 4043 - _ am `�^ ?.04 rK00!lCTAIYf>�A www�inwM�dK.Na}r► 3.7RAC' l��ABTRA NTERLCCK 3- TRACK ASTRAGAL -- G4 ANCHOR CLUSTER- AN i�� M -DO ANCHORGLt OVTERLOCK�� ^ ~.• K NTERLOCK � +� INTERLOCK CENTERUNEI CENT F. 1 C8NT8RUN7:� -►j 1.78 8 8 3A Lff MEMO 1.040 aa4o � ytt>Ir� Ir2 ANC ORCLUSTRR -C4 �l�O�IORCLUGTER -C$ ANGHOROLU87ER•C8� 0y , * fmww am • * = U�t t :' fit: }Q7}�} NOCFIRNCi&71}t88+lErr7 1WDTR761mLQ0Y0J8Y6 ANCNORA �✓v77Y LffC.i±�S rrr�.,...... r�2 T' MOZ rriraw w e�uaewaecoau�eaa rase SERMMALUMINUMSGD -LMI r�'4 sONAV�'�`��` am APb�1Tl1 Bsnno NT3 ii + Y3 Ft3TOtloz o ~ P.es P8 ALL DIMENSIONS SHOWN ° ARE GASED ON dI848" 204 , ALLOWED. ALL DIMENSIONS 3.888 SHOWN ARE IN INCHES. X�T 3.899 204 ��•�' CK SQ• CUTSM C �gyyry, 2- TRACK. SOLI IQE CORNER SHOWN. 7�CK ERI A(hENi R-(�1rpQ rM 2•TRACK. 90' OUTSIDE CORNER SIMILAR (OPPOSUM A{VRHOR CLUSTER -t21 USED M 08 AND C9 ' •rppoYCf•wNrY� �nMMRwiA 204 3.889 3N9 i I 9- TRACK. W OUTBIDS CORNER SHOWN. O 9 • NSIDE CO NE S �tltNlil, 3- TRACKS 90• INSIDE CORUgR SIMILAR (OPP091TE} �� 9D• O DE CORNER SIMpL POSITEI J 1. 4i •• • ��: 94ANOHOR CLUMM ENQUIRED AT ALL 3•TRACK CORNERS F8 ANOHOR CLUSTER REQUIRED AT A -TRACK CORNERS �``�.=. a' �• G 's � •� {c ft� RQ,g8798 A tatv(� tYacNANCa ttpssFtFei taor aarwava Wow- ANCNORAOE SuMALECLUS7E s lc 6?` ` iEMM410ALUn�unrUMWD -LMt 'assiotva�;��.`%` I�,�„ ,�+, law. %m A wLLEq,AS R9 POTG002 Q pagam SEE CHART, BHT.1 h'-- '" •1— z 1118" O.G. OQTAU. A. 2 -TRACK z 111(' O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTES, BHT.1 H� DETAIL. EL 3 TRACK FRAME HEAD SEE MART, BHT.1 OOD NSTALLA7IQN 1' NUN. WOOD INSTAUl,gN DETAIL G, TRACK FRAME HBAD DRTR4CK FRa�!E NLnD NOTE 6 BHT. NOTE 6 MAX) 1114• AX.) E.D. TYP. 1" MIN. HH' mm 21 2 I/Ir O.C. 'Iyp. E.D. TYP. TYP. EXT. 1318 MIV` `� 1918" MIIV �?� r {+ y� i •• '��, �'• BEE CHART � � Omar, off. I MAX. MAX —J allat WOOO ANCHOR TYP« SEE ANCHOR NOTE 2, SHT.1 114" VV SEE CHART, BHT.1 h'-- '" •1— z 1118" O.G. OQTAU. A. 2 -TRACK FRA�jE H� DETAIL. EL 3 TRACK FRAME HEAD CONCRETE ANCHOR . SE9 ANCHOR NOTE 1. SHT 1 a SEE CHART 8HT.1 OOD NSTALLA7IQN WOOD INSTAUl,gN DETAIL G, TRACK FRAME HBAD DRTR4CK FRa�!E NLnD NOTE 6 BHT. NOTE 6 MAX) 1114• AX.) WOOD ANCHORTYP., SUB ANCHOR NOTE 2, BHT.1 tic WOOD SUCKTYP., SEE ANCH NOTE 3, BHT. 1 CONCRETE IWAUATION S�IICFtETE INSTALLATION 'Ix WOOD BUCK TYP« 2 •U18"O.C„ TYP. SEEANCHOR NUM 9, SHT. i SEEANCHOR SERANCHOR j N` HSH1 NOTE 1 �V4 �;[ci . F .1 _3181" MUd EXT. 1 21/18" i" 1 am MIN F .�.� .+ s,' '. � . S O.C.,TYP.� `��+ ,rte t.. TYP. 2x WOOD BUCK i" LiTs ; x DETAIL B 2 - TRACK FRAME SILL •GYP« 21178' '`'t "�• +r tNOOD 1N8TALLATION SEEANCHOR 0.0., TYP. E•D« SEE GHART, SHT.1 NOTE 3.. SHT.1 DETAIL P. 3 -TRACK FRAME BILL R1 7 AIL 0.2 -TRACK FRAM 81LL CONCRETE ANCHOR TYP.. �A INBT TION OONORETE INSTALLATION BEE ANCHOR SEE ANCHOR NOTE it BHT.1 21118° O.Q. TYP. 1 "MIN NOTU88HT.1 E.D, (114' } ONCREPE 1318° MIN. .`�i�j : '''ff rt, sir,+ +t rM'•C s • SEE CHART `j .�s• �iJ.�w•9`�;tAi. w'�y,�:: R,'i.'�+(. •Lis4.!!''�'4• SHi'.1 �a i O.G«7YP. 8EE CHAtiT.SHT.1 D AI L 4� nn.HOR NOTE 2. SHT.1 DETAIL H. 9- -TRACK PRAME 8U L WQOD INSTALLATION CONORM INSTALLATION 2X WOOD BUCK TYP« CONCRLrm"\ SEE NOTE 8. SHT.1 WOOD ANCH SHT.1 21118'Od OONCRETUANCHOR 1 � rr�a�sNeM lik SEEANOIiOR SLE:ANCHOR NOTE2, NOTE S. SHT.1' 1 (114' dtAX� y f 111f 1"M ti� •• 2N9e''' A� 2ltib" O.G„ TYP. �'!: •vG •\ k LEI" lc{ Na8B7g6• . OF-TAIL K. oVIRACK FRAME SILL TYP. WOOD INBT'ALWTLQN � t 1'" —..� ^� t_� warnu..r,awn ww.w. •a .. +•�•� STA�1ill_J'C al-01-MUM A F==WVAW=MNWW pAtxwtpp J/ \ \\ A.wn63td�1' 'P& "mm a /L 4 p MrB 13 • 4W Pii10002 a Palaor� - CONOMM ANCHOR TTP., See KoTe 1. SMT.1 NCRETE E z94" 1 1� 21118" 21116" MO., TM BHT. 1 SEE ANCHOR MAx SHIM 114" MAX. BRIM NOTE it Mir.1 SEE CHART M (114° MIAX_ ) 3 .6° BHT. 1 I }�..•' SEE CHART EXT. .: v�i '.• .,: jy.y�.: ° t* •: !:•..r $ �» �, tT sr� s.JNr 2111 8" BHT. i ; s. `•d C� CHAR +';;*;' +gin' t a }; •r' .i .; j7. ., t sr; {�'- ':''�, T =. O.Q., TYp. ti.� s 1.b•« �_ %r� 8 • . ,t ., . ANCHOR SEH CHART, BHT 1 NOTE 1, DETAIL L.4TRACK FRAME SILL Mir owl O� NCRETE INBRLILA7ION CONCRETE ANCHOR 1316• M91. 1" MIN. TYPw SEE 161" MAX. SHIM»— 1318" MIN ANCHOR A r EXT. 114 "MAX.SHIM I NOTE Wm EXT. 41IR ANCHOR TYP., SE E ANMIN. �' i° :; 114' MAX. $HIM TYpNOTE 2, AN8" OET��ACK FRAME JAMN OCRHE[H BHT.1 TYP. GOfa �N$TAr ATION 1318" MIN. �" $ 2X WA ANCHOR BUCK 164° MAX. SHIM NOTE 1, $EE ANCHOR 21118" NOTE 3, DETAIL N. 2-MAW FRAME iB In MIN. O.C., TYp. BHT.1 WOOD 2V$iALLATION WOOD BEECHART , z94" 1 1� 21118" 4,061" ' 0.0., TYP. RAIN. 3 .6° sM. N. o, p.gag DMCHARTSHT.I SEE CHART SHT.1 r 21118" O.O., TV. ANCHOR 2x WOOD BUCK a'•: TYP.,SEE SEEANCHOR C• y�' ANCHOR a 1116• NOTE 3, BHT. i D�IL. 4- TRj4t2t FRAME JAMB NOTE 2. 0�.5. 911-0 R 9- TRI�CJt FRANH' JAMB_ QQQ NSTALLATION WOOD FRAMING SHT.1 NRETH INSTALLATION SIM CHART. BHT, I P•HOOK MOUNT= ADAPTOR 13/8' MIN. P4*= MOUNTING ADAPTOR ANCHORS LOCATED MB7 SPAN ANCHORS LOCATED M106VAN BETWEEN P•HOOK BETWE13N P-HOOK INSTAUATICN ANCHORS 3-T RACIC FRAME JAMS .' :`• � g�L M .�r!eL ._w Z•_ .• INSTALLAMORMCHORS 1 "MIN, 2.583• MN. 1 � ---0 RMIL $wP•HOOK WOORINSTALLATION 13(4' MIN. SEEANCHOR NOTE2, BHT. I. ANCHOR QTY. PROM TABLES 1.3, OHM. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1 asp SEE CHART, $HT:1 SW ANCHOR NOTE a, BHT. 1. ANCHOR QTY. FROM TABLES 1.9, SHTI3.7.9 PmmTO 2.993' MN. THIS ANCHOR LOCATION, �ciucv IIVfV.Vivinvwjw omo -Low a1� NT8 14 ' 29 lawvmPGMM 14W _ * r {� Bb1o8 • Q Za it tl ��l "o. " ;p... .. ��,2, �1, s'�1r0,Nr.A1� 4.6Y✓i'vStgA, PE P8445M WOOD FRAMING P•HOOK MOUNTING 1818• MIN ADAPTOR ANCHORS LOCATED NO -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS I. MIN. _ i 31 NN` P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MUMPAN BETWEEN P•HOOK INSTILLLATION ANCHORS 8BE ANCHOR NOTE2, SHT.1. ANCHOR OM FROM TASLEB 1.3, BHT$. 7-9 PERTAIN TO THIS ANCHOR LOCATION, x.693° MIK DETAIL MM RHOOK FOR SOX RISER WOOD INUALLATK]N 1 OETAILY. SHT.18. ANCHORAGE DUALS %' DLO WIDTH a NOM. PANEL WIDTH - r 1- DETAIL'U', BHT. 18, DLO WOW a NOM. PANEL HEIGHT -8.Z8" ANCHORAGE DUALS V & V, GHT.13 )(X-90' CORNER-)0((9 TRACK INSIDE 97 CORNER) m 'SEff APPLICABLE ASTRAGAL & INTERLOCK PL=R OF TABLES WE CHART.SHT.1 NCREILlMASONRY (GROUTED BLOOKONLY) i a� o 'aaap�'wwvaaa . ✓y,; 4 � .SMCHART SHT.1 PANEL PANEL PANEI. � PANEL ° TYPE _ TYPE ° TYPE TYPE 'A' I x18' 'AS' 1C i 1-3t SIM 7-9 PERTAIN TO e • 1 SM 2AW MIN. QM L NN. P-HOOK FOR OONC WUALIATIQN NOTE 1 1 1 3, BHT. riwaucrwcvu�o AALAAAIIOI�AAAOaAII� PH aM8 -lo lti 1 OETAILY. SHT.18. ANCHORAGE DUALS %' DLO WIDTH a NOM. PANEL WIDTH - r 1- DETAIL'U', BHT. 18, DLO WOW a NOM. PANEL HEIGHT -8.Z8" ANCHORAGE DUALS V & V, GHT.13 )(X-90' CORNER-)0((9 TRACK INSIDE 97 CORNER) m 'SEff APPLICABLE ASTRAGAL & INTERLOCK PL=R OF TABLES WE CHART.SHT.1 NCREILlMASONRY (GROUTED BLOOKONLY) i 7 ✓u 1�,r . ✓y,; 4 � .SMCHART SHT.1 SEEANCHORNOTE 2, SHT.1. ANCHOR GTf. FROM TABLES 1-3t SIM 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2AW MIN. QM L NN. P-HOOK FOR OONC WUALIATIQN BOX RISER riwaucrwcvu�o PH aM8 -lo lti PAWL CORNS DETAIL DUAVEB, 9HT.19, Jl9 X 1.W' AIfOHORAt3E DETAILS 'N' PH SMS (OPTIONAL) 8.'R', SHT.14 ,,-DBTAL'BB', BHT. 19 .S DETAIL W, BHT. 20 CORNER � ✓ ....., ... DETAIL +`•'•JB •.\.k HORIZONTAL. SECTION 8-B = •it � N°• � •-'-4 -- Vcn/w /Ii/I74VJWIIY(17Y1.7{7LI -uvu •. - • -••••- .- I 81f6 Ifl(t;W A PtA/MA°t4�Q°Atll67A8 PA t0?D as lllf 1b'l` tl �FLStlT1 8com NT$ 16 a = PL,17�02 t3 0.L g p8 OETAILW, GMT. 18 -\ DET'AIL'55. BHT. 19 ,vu,ca Ir PANEL. �} DErAlL'FF', 8Hi1:18, pLTTAIL ES', 8HT 18, DETA4IN, BHT-14 A G& DBTAIL'M & ANCHERAia , BHT.1 P', BHT. 14 ANCHORAGE DETA0.8'N' , , TYPE &'P', 8HT.14 &'C', TYP@ PANEL TYPE PANEL TYPE PANEL. PANEL TYPE P E TE ! 'M' IF ' v 'A' BBB TALES Q k�AX POCKET Iup SEE SEE "LES sE8 APPROVA NOTE TABLES INOTE 3 W a a D X �~} DETAIL'U', BHT 18, ANCHORAGE DETAILS 'E' PANEL o R =oN OXXX 2 TRACK &'G', BHT. 13 DETAILS BHT. 15 XAMPLE OETAL'CC', SM. 19 � /' DUAL 161 BHT 19 rETAILW.SH'C DLj1AIL'AA'.eHT.,e,, 1e, ANCHDRAGE DETAILS V ANCHORAGE DETAILS '8' &'T, &'R, SHT,14 SHT.14. TAW &'NN', SHT.15 _ DUAL 7r, SM 10. ANCHORAGE DETAILS 'S' &'D'. SHT.13� OXXXD (3 TRACK RIGHT POCKET) DETAIL WV', BHT. 18, EXpMM ANCHORAGE DEMILS IF &'HF, off. 13 1. SEE SHHT.17 FOR INDIVIDUAL PANEL OONFIGURATIOW AS APPL.ICAKE PLEASE SEE OP CHARTS FOR MAX PANS HEIGHTAND WIDTH. PLP.AsE M BHT& 18 -2D FOR SECTION DETAILS AND SM 7 -18 FOR ANCHORAGE DEi'AILB 2. DLO W=H o NOM. PANEL. WM7H -7" OLD HWGW o NOM. PANEL HEIGHT- 8.7.5' 3. A KL 70 & 10 %110}AT PJ1C 1 LOCd(BTILE,1 t(INp INTO KEEPER (ITEM 103) AT FRAME JAMS OR 4. PLEASE SEE APPLICABLE ASTRAGAL. & INTERLOCK ooMBLNAMCNS PER DP TABLE& DETAIL. W. BHT. W. °-- - - -°O�p �rw C ANCHORAGE DUALLO W &'C, SHT.13 P TYPE = p PANEL ••— _ _ � A }i'pETALL'EE'. SHT:18, u PANEL PANEL TYPE TYPE TYPE ANCHORAGE DETAILS 'M a 'Z18' w &'P, BHT. 14 MAX HT. ETAIL'88', BHT. 18 am GEE p i = a Nom TABLES MAIL UA BHT. 20 3 b � a a XX 90° CORNER -XX 2 TRAC DUAL V. SHT.18, HORLZQUAL aFznON A4 E 90° UTUIDE RNER - PLE VV DUAL W. SM. 10 , ANCHORAGE DETAILS N DEML z, SHT I A ANCHORAGE DETALS T &'O', GMT. 14 &'J; BHT. 13 PAS P PANEL. PANEL. PANEL PANEL I TYPE TYPE TYP@ TYPE y H 'R' Y.' 'M' IF MAX BBB TALES POCKET Iup � s "LES sE8 APPROVA INOTE 1 a a D OXXXD (3 TRACK RIGHT POCKET) DETAIL WV', BHT. 18, EXpMM ANCHORAGE DEMILS IF &'HF, off. 13 1. SEE SHHT.17 FOR INDIVIDUAL PANEL OONFIGURATIOW AS APPL.ICAKE PLEASE SEE OP CHARTS FOR MAX PANS HEIGHTAND WIDTH. PLP.AsE M BHT& 18 -2D FOR SECTION DETAILS AND SM 7 -18 FOR ANCHORAGE DEi'AILB 2. DLO W=H o NOM. PANEL. WM7H -7" OLD HWGW o NOM. PANEL HEIGHT- 8.7.5' 3. A KL 70 & 10 %110}AT PJ1C 1 LOCd(BTILE,1 t(INp INTO KEEPER (ITEM 103) AT FRAME JAMS OR 4. PLEASE SEE APPLICABLE ASTRAGAL. & INTERLOCK ooMBLNAMCNS PER DP TABLE& DETAIL. W. BHT. W. °-- - - -°O�p �rw C ANCHORAGE DUALLO W &'C, SHT.13 P TYPE = p PANEL ••— _ _ � A }i'pETALL'EE'. SHT:18, u PANEL PANEL TYPE TYPE TYPE ANCHORAGE DETAILS 'M a 'Z18' w &'P, BHT. 14 MAX HT. ETAIL'88', BHT. 18 am GEE p i = a Nom TABLES MAIL UA BHT. 20 3 b � a a XX 90° CORNER -XX 2 TRAC DUAL V. SHT.18, HORLZQUAL aFznON A4 E 90° UTUIDE RNER - PLE VV DUAL W. SM. 10 , ANCHORAGE DETAILS N DEML z, SHT I A ANCHORAGE DETALS T &'O', GMT. 14 &'J; BHT. 13 PAS P PANEL P PANEL P PANEL I I MAX y H HT, BEB BBB TALES DETAIL 'Y',sFR18,_0' '� `''� ��jceNag "•.Nf'* XXXX (4 TRACK BY PASS) ANCHORAGE oETAlLB'K' EXAMPLE SHIT. 13 &'U, BHT. 14 = fc Hla fl= +.� r.ncv iv �rwwrrvuwr avi+ uv!! za� BfIRTTO \ IYT9 18 a g3 � p�pT137Q2 -`� ZI�I2I0'0ICRI¢1c�o161.S21�Iuu.141� V h [ i i i i j • T � o f � n i i n _ n a z "'I'll 1-110111,111-41 SIZ � oil alu-lu I �Cl Q if d �i r r -`� ZI�I2I0'0ICRI¢1c�o161.S21�Iuu.141� V h [ i i i i j • T � o f � n i i n _ n a z "'I'll 1-110111,111-41 SIZ � oil alu-lu I �Cl Q if d �i SILL RISERS OPTIONS to t.esr FLm PLAT SILL Main LOW B99 BILL I� rl 20 Mr _l -- a 7 SHAWN < 7MEM R °R (!i (ALL VERT.00=oNe) • ` tea; ru�u pM eiwl A!~TAIL NM' .=dm. MTAIL T VERnM SEMONDETAILS SERIES M RUAWWM SOP - LW foam /YT3 7B + 23 P071= Amucr �wY� Mii �7.A6 titiu► +rr .... i4 it ; Na 587'+ n If ;rs CO ALYtF��L�. P.B. Ae_SO' to e coo e1 103 113 .QUAVER 4 INTMOR (AM HORIX SMOWS) 0 —EKTIMIOR 'ITEM 618HOWN, MRA HOALSO APFUCASU3, SEE TABLES 1.3. SHTS. 7.8 FOR UP tPSPj ASSOCIATED UVITH 8= 0=1= ik oeT DETAIL 430 999 PANEL) a 23 O _ � MY 2- :1. 1' Aftvf law I01 .W ��lon1 a m Slow DETAIL'JJ' (900 OUTSIDE CORNER, 2 -TRACK SHOWN) P= T 5 DETAIL 'KIC (900 INSIDE CORNER, 2 TRACK SHOWN) amm, I rim I w d= I POTM a J4.LYlN 49LLEA. P.L r�5 d m z Fa =till If q :aos• 0.718" 1.060• 063° 1.0�• Ltlewr 1" 0.7/9' 0.782• 0.264 � Mafia 0AW 0.090° 0.797COVER E SC C V LAZIN{i N+i MATL 6083.78 MATL: FR NQ 8 O IJ P CUP 1788' ii MATUMON -T8 (11 }MAT'L:8099•T9 (7 AdAT48093 -Te ti Pi:909.7 -T8 PANEI RETAINER 3 11o8IMATL 9095 -To OMMA L.9093-Te 0782* 80(Law 0.078" (OLOW W COVEti (29) MATU e� 6 0.126' P-H QOK FOR eox RISER amr (30) MAIL 78003-To BTANDARb ASTRAQAL t�MATL:6083 -T8 4.128• 0874• 0.078" O.a82• 0082• 1A. 1.6• (28) MA W63 To 3.128` 9.29' ST Q p mmmgmgguu RA0. (60)MA7"L:6093-TI 0760• 0092' 4.088' Ul SO RISL� Y�IE 1,846' ONW 4.2011 --P( )-+ to 0 4• -- x.139" 3,128' 2.904" 1 1.646" �" 079 'N CiADAPTOR lei MAWU 60 3 -M (69)MArL: eoe; :re 1.872", ICE VY D1,1TY8TU.e toll MArL:8063-T6 a7sa 4.06x' 1.018• 1.467 RE 0292• (40 MATI» 8083• 0.662• �-- 0760• US PLAT81 L 0232 L1 16 MAIL 8083 -T8 " 0.082' 0292' 3.306• 3.988• ul 2666" 0 2" 2.46V u 3206" 1.667' 719M BOX e1LL RISER LOW 8Ox 8�1 RISER 1 S ILL RISER t �Q, LF A7$IL4 R19E� T81L 5�1 3) M T- (21) MATT : 6083.76 MATLt e063 T9 (1 NA : 6Qe3 -Y8 (22) MArL �6s 1r6 MArL eo63•Te I am= MTSt 0 + x �aucra+rottf� a s s.OSS' 1.211" 0.081" c12�c t:ao -- s.tes' 1.211° 0.081' \.i N F- ��,{,11�(�. Vii- H`I" � � `' r M- I lY•:I.:K V.YYy -j a. c (1O) rl: OIGI s -f t ass° 1 1�` ooex L E� I�P ( MAmm. 0$31 Mle tar 1.806' o.off 3• sru (ej nlar a 6 9- 7.108' 1,806' 1.2'f1" hT7t7 0001 0080' C-slu tY SCR�ENTIVAt9C 0.142' 1.211° �f a wa 1 aost^ (aj� 063- 602t' 4' 11201 M"SAS sM 0.876° 1.889° oass' E mm 4.48' 1606' rwirlMi 0 oeo' m Wel 6 tA08• w.a ram q.N 1.0.4' 2,809" 0.m as2s' t.9s• 0.081" (14) MA 18083- B aSA3- NS DD,4t,,UMlNUM SOD • LW N7s ?9 + P3 pGMW 7R KJ B (i7j l . � 0.081' saes• ruootiCTlIRVIYCD �wsliir•a1wMr �� S�klk 471YN ij'ii or 0,6 UMCIF t Na 88708 _ 2 F 3 ?313 L'J t DEPARTMENT OF PERMnTING, ENVIRONMENT, AND REGULATORY ANSMM (PMU) BOARD AND CODE ADMINISTRATION DIVISION FLORIDA nm 208 art 175 2474 F 313 -2599 Miami, FL 33138 SCOPIL. 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 PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Mllami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this pro4pct or, material fails to perform is 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. PERA reserves the right to revoke this acceptance, if it is determined by MWWDade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as d6scriibed herein, and has been designed to comply with the Florida Building Code, including #ije High Velocity Hurricane Zone. DESCRIPTION: Series Alumuiuum Tube Mullions - L.M.I. ,E�►P OVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ; sheets I through 8 of 8, prepared by AL -Farooq Corporations, dated 04!26!04 and last revised on 03/05/12 w/ revision `F", signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. E �.-Ewh �unit T: Large and Small M�wlth �themw�ufactm�rls e ar a permanw labe name or logo, city, state, model/ series and following statement; "Miami-Dade County Product Control Approved" unless otherwise noted herein, R MWAL 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. TERMWATION 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 NOk ADVERTISEMENT: The NOA number preceded by the words Miami. -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA No. 094825.03 and consists of this page 1, evidence pages E-1 and B-a, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MlAMFDA B TY .�h OA Pic IZ-0308 . Expiration Date: September l6, 2014 Approval Date: May31, 2012 Page I ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer`s die drawings and sections. ( Submtted under previous NOA No. 04- 0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL -Fmx*q Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision " F", signed and sealed by Javad Ahmad, P. R 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, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588 -04, Side - Hinged Door Systems per AAMA 1304 -02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F17,4810, dated 05/16/03, Y'L -3819, dated 06/09/03 and YM -3$20, dated 06/09/03, all signed and seated by Joseph Chan, P. E. (Submitted under previous NOA No 04-071201) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI- Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 09- 0825.03) 2. Glazing eomplies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-- 1}3{!8.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows..LLC NMCE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 02/24/12, signed and seated by Jwnd Ahmad, P. E. 2. Statement: letter of conformance and no financial interes4 dated 08/21109, signed and sealed by Arshad Viyar, P. E. ( Submitted urtder,previous N©A No. 09- 0825.03) 3. Laboratory compliance letter for • Test Reports No.'s FTL -3810, dated 05/16/03, FTL»3819, dated 06/09 /03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and scaled by Joseph C. Chan, P. E. (Submitted under, previous NOA No. 04-0 71201) G. OTHERS 1. Notice of Acceptance No. 09.0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions — L.M.I ", approved on 11/10/01 and expiring on 09/16/14. Jaime D. Gaseon, P. E. Product Control Section Supervisor NOA No. 12-030&37 Expiration Date: September IC 2014 Approval Date: May 31, 2012 E -2 1151 i Ali oil ! te. 1s loll I III all 1:0 fig Hill l fit 1 H 1§1 All -1T1 a S JA a a $ b � s a I L o g ALUMINUM TUBE MULLIONS E.s. WMOws, LW 5220 &W. 72 AVE. SAY #4 MIAK FL 33166 '"L (305) 624-7M fax. (30) 624-7M 9 AL-FaFCOOQ CORMRA (ON &> rt 1298 &W. W AYE rMZWI,RZUDA3=4 ��ii�ul�Il�t ALUMINUM TUBE MULLIONS E.s. WMOws, LW 5220 &W. 72 AVE. SAY #4 MIAK FL 33166 '"L (305) 624-7M fax. (30) 624-7M 9 AL-FaFCOOQ CORMRA (ON &> rt 1298 &W. 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