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WS-08-864Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/17/2008 Inspector: Rodriguez, Jorge Owner: GREGORIOU, PERRY Job Address: 490 96 Street NE Miami Shores, FL 33138- JUN 19 Project: <NONE> Contractor: ARCO CONSTRUCTION Ct. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060140550 Lot: Phone: 305 - 892 -6507 Building Department Comments REPLACEMENT OF SAME WINDOWS WITH IMPACT RESISTANT PGTS Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, June 16, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V ISO 6Co4 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Tit eholder) 0 Owner's Address r a 1, Vag` BY: --- e_ooso Roofmg c t cites v rr o 14 o Phone # City '' L° 'It A State Zip Tenant/Lessee Name Phone # • Job Address (where the work is being done) /QJ IVE 96' . City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C 0 Coil 5'\!19' - Phone # Contractor's Address City O. State Qualifier Name t..e5+ 1 t Zip Phone # State Certificate or Registration No. /f 2' 0 (7 63 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ A -ype escnbe. Work' iv/4— Phone # Square / Linear Footage Of Work: D ► Repair/Replace p' ©Demolition * ********* :********* **** * ** ** **Fees**:x******* * **** ********* * *** ******* **** * ** Submittal Fee $ Permit Fee $ / VO ".. Notary $ Scanning $' •C)t) Radon $ DPBR $ Bond $ Training/Education Fee $ 1 .W CCF $ 3,CO CO /CC Technology Fee $'S� Zoning $ Code Enforcement $ Double Fee $ Structural Review, $ Total Fee Now Due $ 1 4( SCJ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State t Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be, done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced /3 The foregoing instrument was a day of pay , 20 , by who is personally known to me or who has produced as identification and who did take an oath. tor owledged before me this As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co ** op Pi ORM, SAND D. HART COMMISSION # DD4s �E;a ARIL 02, „g covine. APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: Sign: Paint m_ �. r.. My Commission Expires: D CSIDA ,,SANDRA D- T M IISSION # DD403808 WIRES: APRIL 02, 2009 ea Yhrn seaa tic Eo ingittjhe. Plans Examiner Engineer Zoning MIN IIMONOM s NOM NMI NOM IIMINOPO IMO el �..,... c rer+ 8 err _—_ � ra - rr = 1'- 0 1IAMI-DADE This Instrume t Prepared By: Name 4 Address It, L ,. J �-. L 3) Q Permit No. NOTICE OF COMMENCEMENT STATE OF St! • f COUNTY OF rjt`L,r .THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal descriptio of prpperty, and street address if available) Cd9 o /v '9 .r, �a Tax Folio No. 2. General description of improvement: de,® J S, 3. a. Namnformation 4J � c. S . , s, e and address: c. Name and address of fee slurp' itleholder (if other than owner): b. Interest In property: 4. Contractor a. Name and address: b. Phone number. 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number: CO CO e0 f. t 66s oew( N N� 13 AlduLu()-R.31S 1 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(1)(a)7., Florida Statutes: /"^ a. Name and address: c. Pj ( —,eS1 4 t8 -ri V1 b. Phone number. U ,tea qa p� c� „rte 8. In addition to hlr rself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 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. Signature of Owner or Ov3ger's Au Partner /Manager poi Jc, 1 s; zed Officer /Director Signatory's Title/Office • Tkp foregoing instrument was acknowledged before me this°'7 day of Ka y 4204(year) by re ' rea al (; r pve„t v (name of person) as (type of authority, ...e.g. officer,'frustee, attorney in fact) for (name of party on behalf of whom instrument was executed). NOTARY PUBLIC -STATE OF FLORMA CATP , ':E A. DUFF. 7 EXPi:RES: LAR 07, 20h:; ed Thru Atlantic Bonding Co, Iac. •/ Signature of Notary Public - State of Fl • da Print, Type, or Stamp Commissioned Name of Notary Public Commission Number • Personally Known _ or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above 52 `/2 FIgep BY: __rmem • • • • • •• • • • • •••• • • •• •• • • • • • • • • • • •• • •••• • • • ••• • • • •• • • • • • • • • • • •• •• • •••• • • •••• •• • • • • • • • •••••• • •• • • • • • • • SUBJECT TO c or i ., IMtH . FEDERAL STATE AND COUNTY ALES AND REGULATIONS • MiamiShore .Bmldi Department P raver -. 11111111111 I Cant Chart Address 1 Permit No. �! • . !! 'I • i :� 7o.o -iG ; Eir: ' IJI M I i &a / Y• a:f1149 IN \ % , , 7 ! m>1 -rm. 0 ) prm, so.0 f ,' o n 1 �t I � MI► 1 • �'�'1 ! MUM 1111130M1111111111 MetilFrinl 11111E111111111111111 r•lizaramillfin �S • re ST.,,r ! PrirfrnfanirMilniiiIEMVP MR -L4 ammirik-31/1111111111111111 ItaramilizoinTrille111111111 =1111h ..M1 7: 1111M11111111111.1 1111111111111111111.111 1 R d � � ! 0 MEI ,. Page 1, of 2 FL0804.0173 As Built Survey SURVEY # FL0804.0173 PROPERTY ADDRESS: 490 NE 96 STREET MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: Lot 1 B. 2, Block 53 MIAMI SHORES, SECTION TWO according to the plat thereof, as recorded in Mat Book 10, Page 37 of the Public Records of MIAMI -DADE County, FLORIDA. Community Number. 120652 Panel: 0093 Sufflx: J Index Date: 7/17/1995F.I.R.M. Date: 03/02/94 Flood Zone X Field Work: 4/8/2008 Completed: 4/8/2008 Revision History: (rev.1 4/22/2008) (rev.0 4/8/2008) A LAND SURVEY COMPANY LB: 7337 • • • • • CERTIFIED TO: • • PERCICLES GREGORICY(;; .; ! ; . . • •. • • • • • • For Surveyors Notes and Legend, see page 2 %t7t cerrekil of WINDoWS (As EN)i `�i � L4 frig PCfi N 111 AR,D I N P A-C T gS Gi, l I hereby cerayyth Ropey Is a tru d* ctIon and faurm by the Secffon 472 Admin- sealed 61G- 17-7.00 ',4///75:cema /—m 7 —TT; ,r iii/ /// !Cr PWY(ASSUNED) 103.80'(9) WJP.1/Y ` 3' MK N9700'00'E 103.97(4 LB/13571 F.LP.1/2' ---- -_ 1.4' LOT 3 BLK 53 LOT2 BLK53 49' 0 P.C. LOT 1 BLK53 2 STY t. CBS g RES#490 9x aar 1.0'4'•4 19.3' FJP.1/2' /f 9.0' .V,Vs rrn;vm 104.05D) LOT 23 BLK 53 Date Created:4/22/2008 LOT 24 BLX 53 //, SET D 111 . e %G�II PO 40A? r,.:lye Boto�i'P) 0.1 200' AN A FL 0.8044- 017C3p�Iy OF LOT BLOCK 54 NO POINTS OF INTEREST OBSERVED AT THE TIME OF SURVEY NOTE - FENCE 0)VNERSHIP NOT DETERMINED 40 0 20 GRAPHIC SCALE (In Feet) 1 inch = 40' ft. 9200 S. DADELAND BLVD., WWW.EXACTALAND.COM • STE.110 • MIAMI, FL • P: 305.668.6169 • F: 305.668.6325 , Page,2 of 2 FL0804.0173 SPECIAL SURVEYOR'S NOTES SURVEYOR'S NOTES .•• • • • • •••• • • • • •• • • • • • • • • • • • • • •••• • • •••• • • • • o • • • •• •• •• •• 1. THIS SURVEY HAS SHA -1 SECURE HASH MESSAGE DIGEST AUTHENTICATION CODE WITHIN ITS SIGNATURE FILL A AfAN tAILY SIGNED AND SEALED LOG OF THIS SURVEYSSIGN,4TURE FILE IS KEPT ON FILE AT EXACTA LAND SURVEYOR% THEREFORE, Uf • • • • ACCORDANCE WITH FLORIDA STATUTE 61G17-7.0025, THIS SURVEY IS ELECTRONICALLY SIGNED AND SEALjDAmfD pN BE OWED AN ORIGINAL DOCUMENT. •• • •• • 2. ANYA77EMPT TO CHANGE ANYTHING ON THIS SURVEY WILL RESULT IN CHANGE IN ITSAUTHENTICAT1ON CODE THERSif • • • REMOVING THE ELECTRONIC SIGNATURE AND VOIDING THE VAUDATYOF THIS SURVEY 3. THE LEGAL DESCRIPTION USED TO PERFORM THIS SURVEY WAS PROVIDED BY OTHERS. THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. 4. AN EXAMINATION OF THEABSTR4CT OF 777LE WAS NOT MADEBY THE SURVEYOR TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 5. BOUNDARYDISTANCESAND DIREC77ONS ARE PLATTED AND MEASURED UNLESS OTHERWISE NOTED. 6. ELEYA770NSAND VERTICAL DATA, IFSHOWN, REFER 70 NGVD 1929, UNLESS OTHERWISE NOTED. Z 7HIS SURVEY ONLY SHOWS IMPROVEMEN SFOUNDABOVE GROUND. UNDERGROUND U77LITIE3, FOOTINGS AND ENCROACHMENTS ARE NOT LOCATED ON THIS SURVEY MAP. 8. IFA SEPTIC TANK OR DRAINAGE FIELD IS SHOWN ON THIS SURVEY, 7HECOCAITON WAS SHOWN TO US OTTERS. 9. FEVCEOWVERSNIP 15 NOT DETERMINED, APPARENT CLEARAMCESAND / OR ENCROACHMENTS ARE NOTED BY VISUAL MEANS ONLY. 10. NO IDENTIFICATION CAPS FOUND ON RECOVERED MONIMAENTS UNLESS OTHERWISE NOTED. 11. 7705 SURVEY IS EXCLUSIVELY FOR 77f USE OF77NEPARTIES 7O WHAM IT IS CERTIFIED 1Z ADDITIONS OR DELETIONS 7V SURVEY MAPS AND /OR NOTES ARE PROHIBI TED. THIS SURVEY 5 ONLY VALID WITH ALL OFTHE PAGES CONTAINED HEREIN. 13. IF THIS SURVEY WAS RECEIVED ELECTRONICALLY, THIS SURVEY MAP 15 NOT VALID WITHOUT SIGNATURE AND AN AUTHENTICATED INK SEAL OFA FLORIDA REGISTERED PROFESSIONAL MEWED SURVEYOR AND MAPPER, AND IT IS ONLY VALID IF ITS SHA -1 HASH MATCHES THE AUTHENTICAT ON CODE ON FILE AT EXACTA LAND SURVEYORS. 14. IF THIS SURVEY WAS RECEIVED BY MAIL, THIS SURVEY IS NOT VALID WTTHOUTA SIGNATURE AND A RAISED SEAL OFA FLORIDA REGISTERED PROFESSIONAL LICENSED SURVEYOR AND MAPPER. 15. BASIS OFBEAR/NGS ARE ASSUA D OR BASED ON THE LINE MARKED AS B.R. OR AS OTHERWISE SPECIFIED. 16. DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. 17. EXACTA LAND SURVEYORS IS NOT REGISTERED WTIHFF•A TO PROVIDE FLOOD CERTIFICATES. 1HEFEMA FLOOD ZONE DATA ON THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. PRINTING PROCEDURES 'BECAUSE PHIS FILE HAS BEEN SOW ELECTRONICALLY, IT IS IMPERATIVE THAT THE PRINT SETTINGS BE CORRECT IN ORDER TO DEPICT AN ACCURATEREPRESENTA77ON OF THIS DOCUMENT ON PAPER. 1. INSERT LEGAL SIZED PAPER INTO YOUR PRINTER. 2. WHILE VIEWING THE SURVEY IN 711E ADOBE READER, SELECT PRINT UNDER THE FILE TAB. THE FOLLOWING COMMANDS ARE INSIDE THE ADOBE READLR PRINT BOX 3. SELECT COLOR PRINTER (IF AVAILABLE) 4. UNDER PRINT RANGE, SELECT ALL. 5. UNDER PAGE HANDLING, SELECT AMBER OF COPIES. 6. UNDER PAGEHANLUNG, SELECT 7VONE"FOR PAGESCAUNG. 7. UNDER PAGE HANDLING, UNG7 ECKAUTO ROTATE AND CENTER. 8. UNDER PAGE HANDLING, CHECKCHOOSEPAPER SOURCE BYRDFSIZE 9. I KPR/N1 SURVEYOR'S LEGEND PROPERTYLAIE G' STRUC7INE ccvt BLOLKWALL QLAMFLAAYCa WIRE FENS' WOOD FENCE NON MOE EAAEVT f GENIE, LAE r'ei./ Y ,, WAVANO WOO DECK CONCRETE ASPHALT WILE WATER _ -i APPROXMATEEDGE'OFWATER >G COVERED AREA GU.E COUNTY MUTYE MT. LEJEE INGRESS EORESSESMT. • Re FDIW • NOT FOLIC O SET • COAITRQL PONT • CONCRETE MON AEVT TREE P.P. POWER POLE as CATCH SAM 'A MVO TAANN pee! ELEVATION 11111111 P.T. P.G PRA! P.GC PRC PONT OFREVERSECURVATURE BR d R RAA NR TYP. Ili LP AL&D. PKNLL DJL PONT OF TANGENCY PONT OF CURVATZNE PERMIMEiff REFERENCEMOMNENT 0 ALIL POAVTOPCOAIPOINDCLARVARAPF' OAL PAIL P.C.P. Raa P. L.A.E LACE POW OFBEGVIWV a POINTOFCORSEtICEMENT PERAAVENTCONTROL POINT FELD MEASURED PLATTED AEVT LIMITED ACCESS EASEMENT LAKE aLAI iCAPE UAW ESMY CALCULATED BEARAV REFERENCE CENTRAL Af* LE•DETA RADIUS orRADIAL RAOIAL TE NONRANAL MICA NON ROD SOMME MULL DISK PARKER- 7ACRNAL DRILL HOLE *Ea EXTIAN FEE HYDRANT MANHOLE OVE DEADU E ea) P.P. POWER POLE TX TRANSFORAER CAW CABLE TV. RISER WA WATER METER MT. EASI3AEVT EA01 ENCROACHMENT UE DE DRAINAGE EASEMENT R.OE LEE LANDSCAPE SUFFER ESMT. LAE uP EU.& SER AP AA: S/W DAY XR GAR ENC. MT.S PP T.O.& Easy. EO.P. QVG 851. ST.L ag RAN •• • • • • • • • •• • • TELE HOIEFACLITES MTV POLE SEC1RiC UTILITY BOX SEPTIC TWA MN REID ANCONDITIONNO BALK DRIVEWAY SCREEN GARAGE ENCLOSURE MOTTO SONE MASTED FLOOR TOP OFSANK EKE EDGE OFPAVEMENT CONCRETE VALLEY SUT ER BULDNOSETRALNLI E SURVEY TELd1E C IiTERLAME NOT OFWAY U7IITYEASEAEVT ROOF OF O V E R H A N G BASSIST SNIT ED ACCESS EASEMENT MIAMI DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGIsER STREET, ivarago3 maktemmuDA 33139 63 (305) 375 -nOj • .:AX (30'J)s 25 -2908 wwvt.ltui! th odeonlh e.cohn • • •••• • • • •• •• • • • • •• • •• This NOA is being issued under the applicable rules and regulations governing the use of cant ion materials. The documentation submitted has been reviewed by Miami -Dade County Product Control bivision and • •' ed by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas w?iere allow' 6y the Authority Having Jurisdiction (AHD. • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product tontroi Division (In Miami Dade County) and/or the A11J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD-750 Outswing Aluminum French Door and Sklelites -LMI APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact ", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23/04 with revision "A" on 03125/05, signed and sealed by Lucas A. Turner, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it. shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the 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# 05- 0103.03 and, consists of this page 1 and evidence page E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Hermtnlo F. Gonzalez, P.E., Director, BCCO NOA No 05-0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 Page 1 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM. . B. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 P113 INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. A C. 7116" LAM! CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA tNTERLAYER. A D. 7/16" LAMI CONSISTING OF (2) UTES OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 718' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16'A,.090 PVB, 3/16' HS). F. 7/8" LANK I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (3118' HS..090 PVB, 3/16` HS). A G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16' LAM! GLASS ASSEMBLY INSIDE (3/16` A,.075 VANCEVA, 3/16' HS). ® H. 718" LAM) 1.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE.1 /4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16' HS..075 VANCEVA, 3116' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 2 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.98. 3. CONFIGURATIONS: X, O, XX, XO, OX. XXX. XXO, OXX. OXO, XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 AND 10. A 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR Wf[H CONTRACTORS SEALANT. 7. REFERENCE TEST REPORTS: FTL -4311, FTL -4312, FTL -4315, FTL- 4527. FTL- 4528. FTL-4529, FTL-4530. A •• ••• • • • • • • • • • • NOA DRAWING MAP TOPIC SHEET GENERAL NOTES........_ 1 CONFIGURATIONS 1 GLAZING DETAILS ...... 2 DESIGN PRESSURES._3 ELEVATIONS 4 VERT. SECTIONS .... ..._5 HORIZ. SECTIONS 6 PARTS UST 7 EXTRUSIONS 8 ANCHORAGE--_. 9-10 • •• ••• •• • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • ••• ••• • • • • •• • • • • 1070 maitimoor DA2VE NQA(CN4R R 34276 P.0 BOX 11019 NOROSt S, R 34274 BG� GENERAL NOTES AND D W1 IG MAP. • •.. • • ••• • • • AL• UM. FRENCH DOOR & SZDEI./TE$. DRIIACT : • : Lucas w tuner. P.E. Visibly Better 8. �°" �` >~r .11a:":" • • • • 4 •,/►• • • •: pE /bg2O1 hW6D �FUL 1 r 10 11 J, � • • 11- • • / ' •• EXTERIOR 7116" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS - 91 OR 92 I L 5/8" GLASS BITE t INTERIOR EXTERIOR SETTING BLOCK GLAZING DETAIL 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16' NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075' VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS v T 93 oR 94 \— SETTING BLOCK A GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 5/8" GLASS BITE INTERIOR f 3/16' TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER -0— 3116' HEAT STRENGTHENED GLASS 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRF-NGTHENED GLASS .075 VANCEVA INTERLAYER 3/16' HEAT STRENGTHENED GLASS INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 5/8" GLASS BITE •• ••• • • • • r1OMJCT NEVISBD ••••i= " 6811.0 Mliot oz- • M1- • • • • • •• ••• •• INTERIOR ® GLAZING DETAIL s �: °:'�. 7/8" LAMI I.G. GLASS W/ VANCEVA INTER4Yth • Des Dr Fx Rend Dr F.K Dais 3 //5105 DOW Do*: Resosiow A W"tiar Nods Nw L.T. NEW SHEET ADD vJNCEVAm►E74AYER GLAZING DETAILS D.. x/8/05 WO TECxNOLOGYDPlvE NONOiflS R 3r ?T3 P.O. BOX 1328 NORMS. R Visibly Better ••• • • • • • • • • •• • GLAZING DETAILS t+r •i• • • • • ••• • • ALUM. FRENCH DOOR & SIDE a ;M 'AGT • • • A. 'haw, P.E. aww•W rte Os* PE 7'58201 FO FULL 2 r 1R• • • X11 •• I :• •• Mechanical Hawley lAwides TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 A - 7/16" LAMI (3/16 "A,.090 PVB, 3/16 "HS) B - 7/16" LAM( (3/16"HS,.090 PVB, 3/16 "HS) C - 7/16" LAMI (3116 "A,.075 VANCEVA, 3/16"HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3 /16 "HS) E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3/16"HS) G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3 /16 "HS) H - 7/8" LAMI I.G. (3/16'T, 1/4" AIR SPACE, 3116"HS,.075 VANCEVA, 3/16 "HS) DOOR WIDTH co w DOOR HEIGHT CONFIGURATION e- 79 3/4" 7° • 83 3/4" 87 3/4" 91 3/4" 8° • 95 3/4" SINGLE X 36 3T" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 311- 37" C,G +100.0 -100.0 +100.0 -100.0 , +100.0 r -100.0 +100.0 - 100.,Q +100.0 -100.0 DOUBLE XX 6° 71 314" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6u 71 3/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3 d 0 SIDE LITE WIDTH SIDE UTE HEIGHT CONFIGURATION 6$ - 79 314" To 83 3/4" 87 3/4" 91 3/4" 80_ 95 3/4" FULL JAMB O 3611116" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB 0 36 11116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A,E NARROW JAMB O , 30 11/16" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 _ +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 33 11116" A,E +70.0 -80.0 +70.0 -79.6 +70.0 -77.8 +70.0 -75.9 +70.0 -73.6 NARROW JAMB 0 36 11/16" A,E +70.0 -73.0 +69.5 -69.5 , +67.3 -67.3 , +652 - 65.2 +62.7 -62.7 NARROW JAMB 0 36 11/16" B,F , - +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 + 0 + ;' .0 NARROW JAMB 0 27 11116" C__ G C,G +100.0 -100.0 +96.3 -96.3 +100.0 -100.0 _ +93.2 -93.2 +100.0 +91.0 -100.0 -91.0 , +100.0 -100.0 +892 -89.2 •-t100.0; ;1F0;0 ; •4-8611 • 8' NARROW JAMB 0 3011/16" NARROW JAMB O , 3311116" C,G +82.6 -82.6 , +79.6 -79.6 +77.8 -77.8 +75.9 -75.9 +73.6 -73.6 NARROW JAMB • 36 11/16" C,G +73.0 -73.0 +69.5 - 69.5 +67.3 - 67.3 +652 -65.2: • • ••4 : +627 : -62.7: NARROW JAMB O 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 _ +100.0 -100.0 +100.0 - 100.0't +1(0.0 ;apo.Q•, • • • • • • • tsosucr Ramis • • •• • • • • •• F.K. blor 325,05 NEW BHT EXPNJO TABLE 1 1O0.4LOEALL CLASS TYPES: CONFIGOSATK)/64 Vats JANINA SPANN 0,00. aorc as...•z ".Lk T F.K . 12/2304 LT. 4/8/05 ll 1970 VOIV 71.OGYMOE NOKOMIS. FL 3.Y75 P.O. BOX 1529 NOKOMIS FL 34274 113c;,_11" DESIGN PRESSURES . . • • ,•i ALUM. FRENCH DOOR & S • E 11 *PA Vlstbly Setter °`-"•` FMB NTS , 3 • 10 • • • 8000811 • ••• •• C. • • �- • • • Lucas A : ionur. P.E. •'. •• •• PE 058201 A• • • I.._ 7313116" MAX. WIDTH --�( 95 3/4' MAX HEIGHT ALL OX OR X0 37' MAX. WIDTH 791/8• MAX. DLO ALL X NOTES: 1. CONFIGURATIONS WITH SIDE UTES CAN SE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 MD FOR ANCHOR SECTION DETALS SEE SHEET 10. 3. FOR VERTICAL. SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Am 25' MAX. DLO ALL x UNITS 110 5/8" MAX WIDTH r______ 71 3/4" MAX. WIDTH OXO XX 36 11116• MAX. WIDTH 25" MAX DLO 145 3/8" MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE) 0 (FULL JAMB) 3611116" MAX. WIDTH 33 3/16" MAX. DLO • • • • •• • • • • • arillUCT • NOW • • •• • •• ••• •• • O (NARROW JAMB)... • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • Parr OF FM. Rend 5r. Dry A UPDATE SHEET REFERENCES. NO7ES2100 3 Parr•F Um. Oiroftionat •1 F.K 1223 Lt o.► IWO TECHNOLOGYORWE NOKOMIS FL34215 P.O. 6 X 1528 I A(OeIS. a 34274 PAGT Visibly Better Doarillor EXAMPLE ELEVATIONS ••• • • • • ••e • • ALUM FRENCH DOOR & SIQE L1TES; wpm; • �y A I inner. P.E. •••■• • • • • e KO • • • pE 158201 1:0750 NTS I 4 4 10 • 0800011 11 • • • I •K • 0 • • • Wetursical VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR VERTICAL SECTION B OUTSWING HEAD MAX HEIGHT 40R7 MAX. DLO — EXTERIOR • • INTERIOR MAX. HEIGHT • • • • • • • • • • • • • • • • VERTICAL SECTION D OUTSWING SILL r•tw1MM. p4AM _�.1i • • • • • • •• • • • • • • • • • �'-, • • • • • • • • •. • • • • •• • •. ate., d•: FK 32905 toed*. bale: RNt•oc A NO CHANGE 7TSS SHEET ••c F.k Aar 12/23V4 LT. 1 1070 TECHNOLOGY DRIVE 44010143. FL 94279 P.O. BOX t6A9 NOKOMO$ 3134274 Pic" Visibly Better VERTICAL SECTIONS w•c ••• • • • • •• • • ALUM. FRENCH DOOR & SIDE *TES Iigi1Ct • • a•rrre 4• :80(01•.• • A ToMi . P.E. F0750 11.2 fort �••.•h • • • • . 5 • l0 • • • PE dp i• •• Mechanical ad _, OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE NOTE: ASSEMBLY HARDWARE QTY (3). 11' FROM TOP & BOTTOM AND ONE AT MIDSPAN DETAIL J SLAB AT GLASS BED INTERIOR DETAIL G STILES AT ASTRAGAL SEE NOTE DETAIL F FULL JAMB SIDE UTE (AT HINGE JAMB) EXTERIOR • • DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL E • DETAIL 1 • •• • JAMB, FULL JAMB : JAW$, NRR12OVV SIDE LITE • •J g I1 • FJC m•s A �AwilBr Dam 16, ar. m• • F.1( 12/23104 LT NOGIANGE sitEEr —7Yw 1 S07a TE►ti0l.OGYDRAE HOKOMtS R3•Y78 P.O.BOX 1579 MOKOMM R J•274 Visibly Better HORIZONTAL SECTION WAILS • • • • • • ALUM. FRENCH DOOR & SWEUTE$, WeAcir P0780 7/2 6 d 10 ' {' '8006.11 ' }'1� ••: (1,�5 -/0'r • • • • • • Lows A. Tumor. P.E. • • • • PE •66201 • • Mechanical - — FD750 DOOR(S) ITEM DWG/1 J DESCRIPTION FRAME KIT PARTS 8016 FRAME - HEAD & HINGE JAMB 68006 2 8003A 3 8004A 4 8008 OUT -SWING MU. OUT -SWING SILL COVER DRIP CAP 5 6 8037 . 7 8(09 HEAD, SLL & JAMB WEATHERSTRIP (SC HLEG' AL) COVER INSTALL PLATE 8 FRAME ASSEMBLY SCREW 88 X 1" PH QUAD 8032 ASTRAGAL END SEAL 68003 68004 68008 U83337T8500 68007 68009 781PQA 48032 DOOR PANEL 5 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) 20 8012 21 8014 22 8013 23 8017 24 8016 STILE TOP RAIL BOTTOM RAIL TOP SWEEP BOTTOM SWEEP U83337185110 68012 68014 68013 68017 68016 25 26 8015 27 80218 28 8020* 29 8018 30 8019A 31 8035 32 33 SWEEP SCREWS. 44X1/2" PHIL PH ASTRAGAL. ACTIVE & INACTIVE. GEAR HINGE, JAMB SIDE GLAR HIRE, COVER GEAR HINGE, BACK -UP PLATE GEAR HINGE, DOOR SIDE GEAR HINGE, REARING yGEAR HINGE SET -SCREW 86-32 x U4` 68015 68021B 68020A 68018 680194 68035 GEAR HINGE, MTG. SCREW 912 x 3/4" TRUSS HD. 34 35 -- 36 -- 37 8039 GEAR HINGE, MTG. SCREW 812 x 1 LIT TRUSS HD. THREADED ROD 5/16-18 X 36" FLANGED HEX NUT 5/16 -18 1 TRUSS CLAMP 799IINUTA 6037861 38 8043 S/S GEAR LATCH MECHANISM (ASHLAND) 39 8630 40 41 807 LOCK BLOCK LATCH ASSY SCREWS 88 X r SS MILL TR HD S/S SHOOT BOLT ROD (SULLIVAN) 48030 78XTIPAX 42 8015 STANDARD FLUSH BOLTS W/ SS ROD (SULLLVANI 43 80HI 44 45 8038R 46 80381. 47 48 49 8036 50 51 SHOOT BOLT GUIDE SHOOT BOLT GUIDE & STRUM SCREW 8-32 X 3/8' SS P1ILL TR HD RIGHT - 5731110E PLATE AT ASTRAGAL (ACTIVE HRH LEFT) LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HANGED RIGHT) 48031 78X38PETX W5110 -351 STRIKE PLATE SCREWS 8-32 X 3/8" SS P01LL TRIO STRIKE PLATE MIDDLE SCREW 6-24 X lir FH W5110-4451 787C38PFTX 76I2FPTX STRIKE PLATE AT 115AD & SAL HEAD STRIKE SCREWS SS 8 X 112 TWILL FH STRIKE ELATE SCREWS OWL'. SS 8 X 1)2 PHILL UNDERCUT FH ACTIVE TRIM SET (ASHLAND) 52 8041 53 8042 54 8(44 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) PASSIVETRIM SET (ASHLAND) 7858ZAX 78XI2W1IUX FD750 FULL JAMB SIDE L ITEM DWG0 DESCRIPTION PCTY 1 800E FRAME - HEAD, SILL & JAMII 68006 4 8008 ,DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8005 INSTALL PLATE 68009 8 8014 FRAME ASSEMBLY SCREW 88 X I' PH QUAD 781PQA 20 801 7 STILE 68012 21 8014 TOP RALL 68014 22 8013 BOTTOM RAIL 68013 35 8039 THREADED ROD 5/16 -18 X 36" 6TRODA 36 FLANGED RE76 NIJT SII6-18 7999NUTA 37 8039 TRUSS CLAMP 6037861 60 188 X 314" PH SQ DRIVE UK SCREW 78704PS7W 61 8021 SIDE LITE HEAD TRIM 68028 62 8025 SIDE LITE JAMB TRIM 68029 FD750 NARROW JAMB SIDE 1111: 1 8006 FRAME - HEAD & SILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL. PLATE 68009 8 : • • • FRAME ASSEMBLY SCREW 88 X I" PH QUAD 78IPQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 M022 THREADED ROD 5/16.18X36" 6TRODA 36 -- --- FLANGED REX NI TI 5116 -18 7990NUTA 37 8039 TRUSS CLAMP 6037861 60 88 X 3/4" PH SQ DRIVE 7EK SCREW 78704PSTW 61 8028 SIDE LITE /LEAD TRIM 68028 70 8010 FRAME. JAMB 68010 ASSEMBLY 1CrT 80 80338 FRENCH DOOR ASSEMBLY BEAM 680338 81 0I0-24 X 2 112' PH SCREW 7/16• LAMINATED GLASS (3116' liSsA90 PVB, 3/16" HS) 82 93 810-24 HEX NUT 83 ,--- 7 /16 " LAMINATED GLASS(3/16'HS 075VANCEVA,3/16 "HS) 812 X 1 I/2"TR HD TEK SCREW 95 GLASS, BEADS SILICONE 90 DOW CORNING 899,983 OR 995 GLAZING SEALANT 91 7/16" LAMINATED GLASS (3/16' ANM.,.090 PVB, 3/16• HS) 92 7/16• LAMINATED GLASS (3116' liSsA90 PVB, 3/16" HS) 93 '7116" LAMINATED GLASS (3/16" ANN.,.675 VANCEVA, 3/16" HS) 94 ,--- 7 /16 " LAMINATED GLASS(3/16'HS 075VANCEVA,3/16 "HS) 95 7/8" LAMI I.G. (3/16' Tj/4• SPACE, 3/16• ANN.,.090 PVB, 3116 4) • • •• : : • • • 96 718" LAME LG. (3/16' 7, 1N' SPACE, 3/16 HS,_090 PVB, 3/16• • • • s • 97 •• • 7/8" LAMI LG. (3116" T, 1/4' SPACE, 3/16' ANN.,.075 YAP/MVO/167a • • • • • • • 98 7/8" LAMI LG. (3/16' 7,114" SPACE, 3/16' 11S...075 VANCEVA, 3/16" ITS) • 105 8022 BACK BEAD M022 106 80266 SL BACKBEAD • • • •� i� 6802114 • 6802%. •46 27 107 • • • • • 80234 7116' BEAD • • • • 1 108 8024A 7/8" 10 BEAD • : • • 109 17x4 1V1NYL DOLE WSTP (THICK) • • 4 .00Aa FX. :�rts•a iii•18!< m• mire& or• Roamer A A0017EMS Kt SA R7 AND 8• Revilers: .eRl Or. amAniry ••• F. I K 12.23/04 L.T. 4/8/05' 7070 7E01110LOGYDRIVE sweets H.34275 P.O. 847X 4870 NOLCOV8A 71 34774 ecZ PARTS LIST ALUM. FRENCH DOOR & Visibly Better x'•~••` 70780 0800010 T Wisest ased=116 Os NNW • • • • • • . >• 11Z It ••• ••• • • • • ••• - • • TES At4 'Ac 1 • • • .1 c•. A.. T: a'ti•. N.E. • • • • • • PE •58204 •.mil s • • • • t4edx•�+ • • • • t 3.636 --y O1 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 1000 L .583 f -+1 1.278 r- //�6�, 1- 3.636 O#8003A 6063 -T6 OUT-SWING SILL 3.990 20 #8012 6063 -T6 STILE 2.236 O3 #8004A 6063 -T5 OS SILL COVER 1.938 1- .075 4.434 O #8014 6063 -T5 TOP RAIL 1.938 -•- •- .100 P- I- .045 ri .442 --1 265 14 #8022 6063 -T5 BACKBEAD 265 045 #8026A 6063 -T5 SL BACKBEAD O#8013 6063 -T6 BOTTOM RAIL 8.250 .750 f1 .818 t- #8023A 6063 -T5 7/16" BEAD 1.467 O7 #8009 6063 -T5 INSTALL PLATE .075 1.170 2.544 26 #8015 6063 -T6 ASTRAGAL 4 (+ 1.812--LI ice- 1.635 #8033B 6105 -T5 -- -- .100 01.000 .045 FD ASS'Y BEAM 37 #8039 6063 -T6 TRUSS CLAMP #8024A 6063 -T5 I-G. BEAD r1622 ---*i 61 61 #8028 6063 -T5 SL HEAD TRIM r•-- 2.313 --- I .050 62 #8029 6063 -T5 SL JAMB TRIM 1.000 3.038 TO #8010 6063 -T6 NARROW SL JAMB -�{ 1.160 1:4-- .311 .040 J O6 #8007 6063 -T6 SCREW COVER r-- 1.94o � .a5o q50 2.240 .797 O #8017 6063 -T5 #8016 6063 -T5 OP SWEEP 24 BOTTOM SWEEP 2.260 .075 #8021B 6063-T6 GEAR HINGE, JAMB - 1142t1 /c$ 353 0721 T #8020A 6063 -T6 GEAR HINGE, COVER .142 ' 1.763 +j 29 #8018 fiU63 -T5 • • HINGE, • • • :on 2.438 -•-) e• • •• ••• iA•6663-Ti • G'rEAFE 4"nNGN•Dd6R ar • •• box F.K. NO CHANGE THIS SHEET timid Sala HIPAANK wear Doi '.1RevY.c 4..ar• mew F.K. 12/23104 Ctads4a,• L.T. 44/15 1870 TECHNOLOGYOP.WE NOKO IS. 5.74275 P.O. BOX 1528 24OK06 s R 34274 GLT Visibly Better EXTRUSION PROFILES •• ALUM. FRENCH DOOR 8 SJE ;ITE4 IIC;' 57730 7/2 8 f(4.173o80:7 • • • • • • T r '1 • j• q• • • Ms�iwrcd 061 --16'r fi61 - 1.4t____:: -6 "r— n n 11' 11' SEE NOTE 5 FRAME FRAME N :> MIDSPAN 1' 11' lj I I I I I 111 t-- 16 "t"' - `6'1--- f".16.1- " 6" -.161-- DETAIL A DETAIL S 1/4" TAPCONS OR #12 SCREWS 1/4• TAPCONS (SINGLE PANEL) (2 OR MORE PANELS) SEE NOTE 5 _out -414 11" 1 FRAME MIDSPAN 1 11" MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGE X DOORS, OR INM TDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS. SINGLE X DOORS. NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 3' DETAIL C #12 SCREWS (2 OR MORE PANELS) 2. DETAIL A - SINGLE PANEL CONFIGURATIONS ANCHORED WITH we TAPCONS OR #12 SCREWS HEAD 6" MAX. FROM CORNERS. SILL6* MAX. FROM CORNERS. JAMBS11' MAX. FROM CORNERS. ONE ANCHOR AT FRAME MIDSPAN. 181/2" MAX. SPACING THEREAFTER. 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4" TAPCONS HEAD 6* MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6' MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL 6' MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6" MAX. ON EACH SW OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. JAMBS11' MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2' MAX. SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS . HEAD .6" MAX FROM OUTSIDE CORNERS. AND AT 3". 6' AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL. 6" MAX. FROM OUTSIDE CORNERS, AND AT 3 ". 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL. LOCATIONS. JAMBS11* MAX FROM CORNERS, 011E ANCHOR AT FRAME MIDSPAN. 181/2' MAX SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED e"----1 ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS. BUT OTHERWISE MAY BE OMITTED. % ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 1/4' TAPCONS. • • • • • • • is --' • • • • • • • • • • • • • • • • • • • • • • • • • • • •• f� ' • • • • • •• • • • ••• • 050 • •• ••• • • • • • • • • • • • • • • • pROeucr 0E51500 •w�yf.•.i�>r ddb wasspi•ae • •• ••• •• • • • •• Oak: 3a5•5 M.mms. A MO GHAAIGE TrOSsfEer w..rr. Osft a., sthmretkw are 12123104 LT. 41&05 tOFQ TECtiNa OGYORME NOKOMIS Ft 34275 7..0. 00x l37B 15050105; R 30274 �GZ Visibly Better ANCHORAGE SPACING ALUM. FRENCH DOOR & SibE CITES' I tac! FD750 (NTS err •5.1,5* • • • • + 10 .!i• i 1�•• I•a. • • • • • • 1..63 A. Uner, RE. o• w• PE 05E201 • • Illachanicel • • • CONCRETE -- • 1 1/4' MIN. • 14'.J MAX. SHIM 1/4' TAPCON (NOTE 1) 1!4" MAX SHIM h"-- 1 114' MIN. 114' TAPCON (NOTE 1) llllilf lllflt' 7111[1 II! ll • OR CONCRETE =+ BLOCK : 1x WOOD ' • =. (NOTE 3) • 1/4' MAX SHIM •ihlll H!11111 U111I1� _A)" CONCRETE 1/4' MAX SHIM --.I I-- TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL 1/4* TAPCON (NOTE 1) 2x WOOD (NOTE 2) • MIN. #12 SCREW TYPICAL DOOR AND SIDE UTE HEAD NOTES: • • • •TY ?If,3L• R $ILL 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. • • • • • • • • • 9 • • 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" THK. OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THK. TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6003 -T5 AND A MINIMUM OF 1 THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAIL ^a.•OISTIIIS•bHEE:F612iWOOt BtbC1& IKE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMI NUM. IF THESE CRITERIA ARE Mrf`TI1E P•RESSJAES stow Olt ASH& EP3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 8 MAY BE USED. 1/4" MAX SHIM TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) <ID EXTERIOR INTERIOR [ (ALL HEAD & SILL SECTIONS)® • • ••• • ••• • 5. IF SILL IS TIGHT TO CONCRETE SLAB. GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 114" TAPCON (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR /g1UY ma as.M..rOJrb7Mr. Awn tr Fit itorottlr nob: 32405 Oar wrtwc A UPDATE SHEET AEFERMEMDTE4 AND ADO EAT VI nAK L4443 fentsbor , Orar1r Maw •Y' p,,,. f F.K. 12/23104 L. r. 4/8/05 Iwo Tscummoar°mg NOMOOM IS. FL 34275 P.O. BOX 1529 NOKOMS FL 34274 OweArtwr ANCHORAGE MAILS* • • • AUN(� 1V� ll 1 R:& aDE QTES, IMPACT Lucas A Tumor. P.L. PE 958201 COUNTY BUILDING CODE COMPUANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MUMI -DADS COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SLATE 1660 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) wantintdiageeketiagies PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable tiles and regulations governing the um of constructible' • materials. The documentation submitted has been reviewed by Miami -Dade County ?Mutt Control lIfision • and accepted by the Board of Rules aml Appeals (BORA) to be used in NFiaim Dade e.Ounti and odes :•asvas where allowed by the Authority wing Jurisdiction (AHJ). This NOA shall not be valid after the cam date stated below. The Miami - Dade toy Product Control • . • Division (In Miami Dade County) and/or the AHJ (in areas other than Miand Dade ) reserre a sight to have this product or material tested for quality assuianon puaposes. If this pr el pJ materapl fags to • • perform in the accepted manner, the manufacturer will incur the expanse of such fig and theNtIbimy immediately revoke, modify, or suspend the use of such product or material within thair,boisdiction. .BORA .' reserves the right to revoke this acceptance, if it is determined by Miami Dade Xottatf Product. Control • Division that this product or material fails to meet the requirements ofthe applicable.building code.....' • This product is approved as described herein, and has bean designed to cxanply with b. P'k&ida Building • • Code, including the High Velocity Hurricane Zone. • • ' DESCRIPTION: Series PAN- -701 Aluminum Iced Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B", dated 4/4/07, signed and ed by Robert L. Clark, P.E., bearing the Miami Dade County Product Cont of Revision stamp with the ce of Acceptance number and expiation date by the Miami Dade County Product Contiol Division. IMPACT RATING: Large and Small Maside Impact Weis' tart SLING: Each whit shall bear a perm label with the nemuilieturer's name or logo, city, state and Rowing statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. AL ofthis NOA shall be considered after a renewal application has been filed and there has been o change in the applicable building code negatively affecting the performance ofthis product. ATION of this NOA will occur after the expiration date or if there has been a revision or change the materials, lase, and/or manufactue of the product or process. Misuse of this NOA as an endorsement of product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ly with any section ofthis NOA shall be cause for termination and removal of NOA. VERTISEMENT: The NOA number preceded by the words MiamiDadc County, Florida, and followed the expiration date may be displayed in advertising literature. Many portion ofthe NOA is displayed, then shall be donne in its entirety. ON: A copy (tibia entire NOA shall be provided to the user by the manufacturer or its and shall be available for inspection at the job site at the request ofthe Building Official. • NOA revises NOA # 03-1105.01 and consists ofthis page 1 and evidence pages E-1 and E-2, as well as document nvintioned above. submitted documentation was reviewed by Manuel Pisa, P.E. NOA No 07 -041 &06 Expiration Date: February 19,2009 Approval Data Jane 21, 2007 Page 1 A. DRAWINGS 1. Manufacture's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manut, dated 7/14/03, with revision "B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS .... 1. Test reports on 1) Uniform Static Air Pressure Test, Loading pec;FBp,TAS �i 2) Large Missile Impact Test per FBC, TAS 20194 • . • ; • ; 3) Cyclic Wind Pressure Loading per FBC, TAS V4 . • • along with marked -up drawings and installation diagram of ahun.;xed windows'of different shapes, prepared by Fenestration Testing Laboratory, ThQ , X,est Reps! got F J L -3535, dated 07/18/03, signed and sealed by Joseph Chan, R E. (Submitted under previous NOA #93- 110101) • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading pet FBC,•TAS 382s94 3) Water Resistance Test, per FBC, TAS 202 -94; . • • • '1* • 4) Large Missile Impact Test per FBC, TAS 20144 • " •' • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted sender perms NOA #03- 110101) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Nonce of Acceptance No. 01- 0205.02issued to Saluda, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. Maned P Product Control NOA Na 07-0415.06 Expiration Data February 1$2009 Approval Data Jane 21, 2007 E -1 F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER • 1 Industries Notice of Acceptance No. 03- 1105.01, issued to PCT ries for tlatir Seriewnib*. • 701" Aluminum Picture Window LMI, approved on 02/19/04 and kpiMing op• ; • ; • • 02/19109. • • • • . • • . • . ••• E -2 • •• • • • • • .• •• • •••• • • •••• •. • • .. • .• • NOTES: LARGE MISSILE WIINIMW .': ; •. •; • • • ••• • • • 1. GLAZING OPTIONS: • • •• • • • • • • • • • ••• • • • • ••• A. 7116' LAMINATED GLASS COMPRISED OF (1) UTE OF 8/16" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. TM" LAMINATED GLASS COMPR1gEQ'OF (24WTE$ OF 31rI jEATpTRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DLPONT BUT4COVIOR SAFI€X KEFPSAEM JgMUM PVB. C. 1 1/18" LAMI I.G. GLASS COMPRRI$EDQP (1) LJ F OF.3I16" I1FaATATi2ENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18' LAMINATED GLASS WHICH IS COMPRISED OF (1) IJTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1116" LAMI I.G. GLASS COMPRIS P (V tog OtF. f16' •WEAt'TRENGTHENED GLASS, A 7116" AIRSPACE AND 7/16" LAMINATED GLASS WHICH I8 COMP OF thiES OF 3/ &6" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEA 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASIM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, A INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BULDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL-3850 �1 ELCO TEXTRON NOA: 04 -0721.01, 03-0225.05 ANSUAFBPA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES.... .. 1 GLAZING DETAILS........ 2 ELEVATIONS, FLANGED...... 3 ELEVATIONS, INTEGRAL FIN4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED...... SECTIONS, FLANGED ........ 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL RN8 • CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS UST 9 • ANCHORAGE ......... 10-12 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT A EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). llaourr MIMEO ....rr*.>q.w awe, law sx tom sp AK FX AK. DAL 414107 13/893 mass Almilotosior Malabar NwIlibor A oosrite a E3. NOTE imo� REFERENcEs m wig caw moo MOE 7. REDUCENCHORSPAMO ar" 107V 1El7t U701,MVE NDKOIIBC R31aa Amen NOKOMA R 3fT/4 NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT vW.mt t NrS L1 d 12 4 42504 3116' ANNEALED OR HEAT STRENGTHENED GLASS • • . •• •• .• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • ••• • • • •.• • • • • • • •• • • • • • ,I1rI.A0II G�ASS'NO10l AI . • • • • • • X16' ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUfACITE OR S 11 a p p • • • • • • • • • • • • • •x/16 F Ar • • ••• • STRENGTHENED GLASS ASS 7116' AIR SPACE 3/16" I.FAT STRENGTHENED GLASS OUTSIDE 11/16' NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1116' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS OUTSIDE 11/16' NOM GLASS BITE 1 L OR 1 1116" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT REVISED ▪ cosplyiss Ida Os HMOs POWs Cade Ar egssa N• Mee Ilk Noose AK mom Rx own* F.K D ige 44417 sar IBMS berg IlMatac B worts A Aiswsss NO ONCE THIS SHEET ta700.NOE U N MEM' Dim 10701ECHNOLOOV DRIVE NOICDA* FL 3W276 P.Q sax t NOR0103, FL3WP74 riGT Visibly Better GLAZJNG DETAILS ALUMINUM PICTURE WINDOW, IMPACT Ilamtrort 1 PW.701 7 2 .." 12 � ,.� 42594 ir/f7 Robe* L Chili. P.E. PE W39712 Etuchsal HEXAGON MAX SIZE = 60* BETWEEN RATS S OR MAX. AREA = 21.65 SQ. FT. • • • • • • '• • \. • •i• • •• • • i • • ••• •• • •• • •• MAX ME = 60' MA. OR MAX AREA =1963 SQ. FT. OCTAGON MAX. SIZE = 60' BETWEEN RATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX SIZE = 96' X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48' OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96'X48" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX SIZE =88`X68' OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96'X47" OR MAX. AREA = 31.99 SQ. FT. NOTE: as FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. RECTANGLE MAX. SIZE =48'"X96" OR MAX AREA = 32.00 SQ. FT. ARCH. MAX SIZE =48'X96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX SIZE = 48'X96" OR MAX AREA = 31.99 SQ. FT. PRODUCT IONISED es esgelyies sdat go nerds Cade A•=syfra aspinika •..a,l Raelar 1 UPD T!, NCHO NOSE � r� A t1emin, AK non 7 tll.olud•1 N CHARGE JNPA r oar 1070 TECHNOLV67 OWE Ratans. FL 84175 PQ MiX gat9 01010700114. 5tflt egr_ FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW= IMPACT ronotor MIAMI ion l 3 an , 12 I+•ia 4 ft/1 Rebut 1_au .F.E. PH ig8712 Struguni • • • • • • • . • • • • • • • • • HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.85 SQ. FT. • • •• AX. SIZE = SIZE our.• •• WOL sum = 80" BETWEEN FLATS OR MAX. AREA =1963 SQ. FT. OR MAX. AREA =20.71 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE= 88`X66" OR MAX. AREA = 2522 SQ. FT. ARCH. MAX. SIZE= 48`X96' OR MAX. AREA = 3028 SQ. FT. FAN MAX. SIZE = 96" X 47' OR MAX. AREA = 24.47 SO. FT. ELLIPTICAL MAX. SIZE= 96"X47' OR MAX. AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE = 96'X48" OR MAX. AREA = 31.99 SQ. FT. A 961/4• FRAME OA. -1 ®- 501/4• FRAME OD. 45114" MAX. DLO T ileum:■ as compbes wft Ye firma+ t'ade Pia HALF CIRCLE MAX. SIZE = 96' X 48' OR MAX. AREA = 25.13 SQ. FT. 93114" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96' NOTE: OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. TRAPEZOID MAX. SIZE = 48' X 96' OR MAX AREA = 31.99 30. FT. y/f v7 Robot L Pik A.E. PE 03712 tad TABLE 1. DESIGN PRESSURES, FLANGED wpipq�s�o1 I 11r•TO -TIP) GLASS TYPES: A 7/18` LAMINATED G1�1.S5 �118'A .4 3C16P1St B. 7/16" LAMINATED G1�1SS Qf1B S,:0 ), 3/16? •: • C. 1 1/18" LAMI IA, W18HS, 7116' SPACE, 7/16" LAMS (3/18A, .090, 3/16" HS) D. 1 1/18° LAMI LG., 3/•1//18" SPAC , 7/16" LAMI (3M6HS, .090, 3118" HS) WINDOW GLASS • • • • • • • • • • *MOM or 0/4E148I0N "X' M. TYPE 28.500 : : • N-001: • T 49.000 A,B,C,D +80.0 1 -80.0 i • • •• +s.o i o +sot [ `-eo.o Fn -3835 FTL-3835 FTL -3850 FTL-3850 45.000 46.500 48.000 +90.0 1 -80.0 +80.0 1 400.0 +80.0 -80.0 AREA, 9.70 SQ. FT. 11.57 SCOT. 13.44 SQFT. 54.500 J A,B,C,D +80.0 -80.0 •'4OXi • • 14 • :+�8.0• •r -80.0 AREA 10.79 SQFi. •1 w�>tlil.Ft. 11. ` o "74.91; SOFT. 60.000 T A,B,C,D +80.0 I -80.0 •'800 ••80.0 ' 4410.0••I• -80.0 15.31 SQFT. +80.0 I -80.0 15.82 SQ. FT. 16.33 SQ.FT. +80.0 1 - 80.0 +80.0 I -so.0 17.03 SQFT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 18.17 SIFT. +80.0 I -80.0 AREA 11.88 SQ.FT 14.17 SQ.FT. 16.46 SQ FT. 65.500 T A,B,C,D +80.0 1 -80.0 +se 0 -80.0 80.0 1 -60.0 AREA 12.96 SQ.FT. 71.000 T A,B,C,D +10.0 -80.0 15..47 SQ.FT. 17.97 SQFT. 18.75 SOFT. +80.0 L -80.0 20.47 SCOT. 1938 SOFT. 20.00 SQ.FT. +80.0 -80.0 - +80.0 I X0.0 21.15 812. FT. 21.83 SOFT. +80.0 -80.0 +80.0 j -80.0 AREA 76 500 14.05 SOFT. A +80.0 -80.0 B,C,D +80.0 E -80.0 18.76 SQ.FT. 19.48 SQFT. +80.0 1 -80.0 +• 80.0 [ -80.0 +80.0 -80.0 +• 80.0 40.0 AREA 15.14 SQ.FT. 18.06 SOFT. 20.98 SQFT. +80.0 -80.0 +89.o) -80.0 +80.0 I -80.0 22.19 SQFT. 22.93 SOFT. 23.67 SOFT. ' +79.3 79.3 +78.0 -78.0 +76.8 76.8 +80.0 1 -80.0 +80.0 -80.0 +80.0 T -80.0 23.91 SQFT. 24.70 SOFT. 25.50 SQ.FT. 82 000 I- A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 B,C,D +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 1 1 +74.5 I -74.5 +73.1 I 73.1 +71.8 71.8 +80.0 t{ -80.0 +80.0 -80.0 +80.0 -80.0 87.500 AREA A 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT 25.63 SOFT. +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 26.48 SQ.FT. +68.4 -68.4 27.33 SQ.FT. +67.0 -87.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 93.000 A 17.32 SOFT. +80.0 20.86 SOFT. 24.00 SQFT. -79.1 +77.3 -80.0 ' +80.0 -77.3 +75.8 -75.8 -80.0 +80.0 -80.0 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SOFT. -80.0 +80.0 -80.0 +• 74.0 -74.0 +65.5 -65.5 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 B,D +80.0 -80.0 +80.0 -80.0 +• 80.0 -80.0 AREA 18.41 SOFT. 21.96 SQ.FT. 25.51 SIFT. +80.0 -80.0 29.06 SQ.FT. +63.9 -63.9 +62.4 -62.4 -72.2 +70.5 -70.5 +80.0 -80.0 30.03 SQ.FT. +80.0 -80.0 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +83.0 .63.0 +61.5 C +80.0 -80.0 +89.0 -80.0 +80.0 •80.0 +71.2 -71.2 +69.5 -61.5 +60.0 -69.5 +67.8 -60.0 -67.8 B,D +80.0 -80.0 AREA 19.00 SOFT. +80.0 -80.0 +80.0 -80.0 22.67 SOFT. 28.33 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 30.00 SOFT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE W TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DINIENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. irwsea 'bic maw Awn& Dar WOW lismag Dot fX_7 /143 o•S maim +1P r VESCR IPTION E AI NOTES. E 11„Yem A CHANGE NM 1 ANCHORING OTTI1it2 SCAMS ix oar 1 nurfactwoLOGY ilevr RIuIOONRt R 31714 P.G SQXISSI NONCOM a31474 FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT patrol I NTS 15 r 12 ` � 4259 4 I I_ � 12.96 SQ.FT. 15.47 SQFt 17.97 SQ.FT. 71.000 j A,B,C,D +80.0 1 -80.0 +80.0 j -80.0 +80.0 40.0 78.500 82.000 TABLE 2. DESIGN PRESSURE=S, INTEGRAL FJN WINIMS WED ARE.BU, DIMENSIONS) GLASS TYPES: A. 7/18" LAMINATED GtA$$13r1Q"A, PEID, V B. 7116" LAMINATED GCASS3/1tH8s 10k311684S) : C. 1 1/16" LAMI LG., 3/19-1S,97111? SPACE, 7/16" 1AMI (3/16A, .090. 3/16" HS) D. 1 1/18" LAMI 1.G., 3/16HS, 7/18" SPACE, 7/18" LAMI (3/16HS, .090, 3/16' HS) • • • wOOOW "r DIMENSION WINDOW "x DIM. 49.000 GLASS TYPE • ••• • ••• • • • •• • 28.500 • :_ .38.00( -.. : 339.608 A,B,C,D +80.0 J -80.0 ' +80.0 1_ .480.0 • +800 1 • -80.0 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 54.500 A,B,C,D +80.0 -80.0 •'8010 • .80.9 • •+80.0 • -80.0 10.79 SQ.FT. • 128tsT.PLR: • • 44,.• 14.98 FT. 60.000 I A,B,C,D +80.0 1 -80.0 •.+180) : [ • Jai •:t8Q.4. 1-80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 65.500 j A,B,C,D +80.0 1 -80.0 +80.0 J -80.0 +80.0 j -80.0 AREA AREA 14.05 SQ.FT. 16.76 SOFT. 19.48 SQ.FT. 45.000 +80.0 j 480.0 15.31 SQ.FT. +80.0 -80.0 17.03 SQ.FT. 48.500 +80.0 L -80.0 15.82 SQ.FT. +80.0 -80.0 17.60 SQ.FT. FTL -3835 FTL-3835 FR.-3850 F1L-3850 48.000 +80 I -80.0 16.33 SQ.FT. +80.0 an 18.17 SQ.FT. +80.0 1 -80.0 18.75 SQ.FT +80.0 1 -80.0 20.47 SQ.FT. +80.0 1 -80.0 19.38 SQ.FT +80.0 } -80.0 20.00 SOFT. +80.0 1 -80.0 21.15 SQ.FT. +80.0 1 -80.0 21.83 SQ.FT. +80.0 1 -80.0 2219 SQ.FT. +80.0 40.0 22.93 SQ.FT. +80.0 1 -80.0 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 ( -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SOFT. j A +80.0 -80.0 1{ S,C,D +80.0 480.0 AREA 16.23 SQ.FT. A +80.0 87.500 C +80.0 6,0 +80.0 18.06 SOFT +80.0 20.98 SQ.FT. -80.0 +80.0 -80.0 +79.3 I 79.3 +80.0 -80.0 23.91 SQ.FT. +74.5 -74.5 +80.0 1 40.0 +80.0 -80.0 19.36 SQ.FT. 22.49 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 25.63 SQ.FT. +78.0 -78.0 +80.0 -80.0 24.70 SQ.FT. +73.1 73.1 +80.0 -80.0 26.48 SQ.FT. 23.67 SQ.FT. +76.8 j -76.8 +80.0 -80.0 25.50 SQ.FT. +71.8 71.8 +80.0 -80.0 27.33 SQ.FT. +80.0 I -80.0 +78.0 +80.0 -78.0 -80.0 +70.0 -70.0 +79.1 -79.1 +80.0 -80.0 27.34 SQ.FT. +85.5 -85.5 +77.3 -77.3 +68.4 -68.4 +80.0 -80.0 28.26 SQ. FT. +83.9 -63.9 +67.0 -67.0 +75.8 -75.8 +80.0 -80.0 29.17 SQ.FT. +62.4 -82.4 93.000 C +80.0 B,D +80.0 96.000 -80.0 +80.0 -80.0 18.41 SQ.FT. A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 21.93 SQ.FT. +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 -80.0 25.51 SQFT. 4q.0 +71.9 -71.9 +80.0 -80.0 29.06 SQ.FT. +83.0 -83.0 +80.0 -80.0 30.03 SQ.FT. +81.5 +80.0 -80.0 -61.5 -80.0 +80.0 .80.0 +80.0 80.0 -80.0 +71.2 -71.2 +69.5 489.5 -80.0 A . 19.00 SQ.FT. -80.0 +80.0 22.87 SQ.FT. -80.0 26.33 SQ.FT. +60.0 -80.0 30.00 SQ.FT. +80.0 -80.0 31.00 SQ.FT. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 32.00 Q.FT: 31.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SEE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE Z OR TO THE PEE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TAME 2, WHICH THEIR OVERALL WIDTH AND HEIGHT LIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SFE;ET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. sr. Lim greelke F.K F.K FA PIIIBOUCT SWIM Aseliture DEW U4/07 Duly L2,/6GT osm ww.e B Molds A AND �LTE8 SUP 2 PER CHANGE NOTE 1ANOOOR IOOT?H*?2 SCREWS now 1 10N TECHNOLOGY DRIVE 11022108. FL $4222 PA WINO NONUYB, 8:774 INTEGRAL FIN UNIT DESIGN PRESSURES ne ALUMINUM_ PICTURE WIND_ OW, IMPACT eftbellaat PYK7D1 ! NTS 1 6 d f2 I °'"` 4259-4 Rebut L CYtk, P.E. EU Structural 2784' • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • i ••• •• • _ • IS • • i• • • . . • • • • . • • • • • • • • • • • • T . ••• • • • •• *OUTSIDE. ••• •• • • • • _• • • • ••• • • • •• • • •• • • • • WIXDO MAX. DAYUGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) L L J J a► � 1 OINT ALONG ENTIRE JOINT SCREWED C • RNER ASS'Y (FLANGE FRAME) Dale KEYED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Iseter ask FX F.K sow sop F.K W E grit MAW Plediss 8 sec A CHAVGIE 019 SHEET NO TNNWW Dar TEOHNXDOWNME R,3427! PA./KW FL 3C74 PRODUCT KNOW feign Cede AceqiNsee INN VERTICAL SECTION (FLANGE FRAME) 1 SECTIONS & CORNERASS'Y, FLANGED a ALUMINUM PICTURE WINDOW, IMPACT voibb, •7 I ti riot,— 12 in.hrw. 42694 II • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • MO : Z • • 2784" • • • OUTSIDE • • • • • • • • • • • • • • • • MPO(.4DAYUGHTOPERINIII MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) VERTICAL SECTION (INTEGRAL FIN FRAME) FIG Iliondar FJC MINM FA max 12,1603 Oirolator • 8 Aroma A 12roeiseff NO MOW MO SEE/ ND COME THI MEET 41 I f D ORNE NdYQWQ FL SS475 O W BGT VW* Better SECTIONS INTEGRAL FIN ALUMINUM PICTURE WINDOW. IMPACT PEW7B1 rrixdormt 8 12 �� 42894 1173 MUSDOC? OWNED likAdm 0.41B Acceptance , 1! ITEM DWG NO.. PART # 1 4256A 64256 2 64253 .... DESCRIPTION. INTEGP tjl Ri iK.4*- &JAMB RAMP FRAICHENC SDI & • 7 1155 781PQX • 8 88 X 1 QUAD PN SMS STAINLESS STEEL SCHNP-I IEHEAp StM04 ACIVL- RJ4ARROW JOINT sEAI!ANTOR EQu, • • • • • • 10 4255 84255 7/163..41I0L3SS BEAD • • • • • • • 11 4254 1 1/16'LAMI1.G. GLAD BEAD 12 1224 13 4224 6TP247 VINYL BULB WEATHERSTRIP (THICK) INSTALLATION IA,SYIrNIA R .' • 14 15 DOW COUNT J G$tALAM OR EQUNALENT DOW CO F:NI SIL ICON@87RICTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3116" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3(16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 21 4262 64262 ARCHITECTURAL CORNER KEY 7N6" LAMI GLASS: 3118" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1/16° LAMI I.G. GLASS: 3(16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6083 -T5 DWG NO. 4255 ITEM 11, 1 1116 LAMI I.G. GLASS BEAD MAT'L• 6083 -T5 DWG NO. 4254 2.784° 2.500" ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063-T5 DWG NO. 4258A ITEM 2, FLANGED FRAME MAT'L• 6063 -T5 DWG NO. 4253 PRODUCT laVISED implyiporitik OP Raids Aei :AM • i...aoF are a.rre +renew are F.K 4407 8 NO CINNIXE MIS SHEET NNW* arc aMr.s F.R 11/15 $ A NO CMANGE1108 $IEET Eft 7/1%i TECHNOLOW DANE Ft sars P.Q AV IMP Nit FL 3W4 PST Remy Better EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT Meat rr" ae.c rid"' °. na�7o1 1 HALF 9 .' 12 1 42594 e Glatt, PF. PE M397t2 Stroduni • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • •• • ••• • ••• • • • •• • • • • . . • • • • • • • • • 114 L• • • • • • • i S • • ��. }.�. .131' DIA. MIN. x 2112' NAIL, AT CORNERS AND 5"0C. WOOD BUCK OR FRAMING —� INTEGRAL FIN DETAIL A • WOOD ANCHOR (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 2) A • ;13V$"MIN. : A ENT • • • ••• CONCRETE ANCHOR (SEE NOTE 1) A 114' MAX. SHIM a"`" ='4 ;•t SEE NOTE 1 FOR EMBEDMENT ®13.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) t 114' MAX I SHIM T 1 318' MIN. A EMBEDMENT INTEGRAL FIN DETAL 8 2x WOOD BUCK (SEE NOTE 3) 1/4' MAX I. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A SEE NOTE 11 FOR :» .: A EMBEDMEN1 • • _ • f 114' MAX. SHIM T 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE HANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: A 1. FOR CONCRETE APPUCATIONS IN MIAMI -DAIS COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS, EMBEDED 1318" MIN., 5/16' ELCO TAPCONS EMBEDDED 1314' MIN. OR 114' SS4 CRETE -FLEX EMBEDDED 1 314' MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4' MIN. 2. FOR WOOD APPUCATIONS IN MIAMI -DARE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4' SS4 CRETE- FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIRE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTNE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. f•wfax for REI/WIE AAOMVAINAN HORACE PER CURRENrf CHAMStE NOTE !AIIDPA8/8i8!SPACING FX r NOKOSAIL FL 34271I P.O. BM fff P Ft. Et" Visibly Better ANCHORAGE- HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT PAWN 1 NTS 0 A 12 1a•+•"• 42.4 TABLE 3. ANCHOR ON- CENTER DIMENSION By ANCI4OLIMPEIMMANVEKLE 49.0^ O.C. 54.5" 0. C. 80.0' O.C. • r • • • 0 • • .• • y P O W `Y +D I M E NSIO • • ••• • • • • • 15.0 '0.0 25.0" 28.. 0 i • .44.4 i i i 45.6' 461 41 .0' 1..2.,4. 1.2..4. 1..2.,4. 1..2.,4. 1.2,4. 1. 2. A . 1. 2. 4. 1. 2. 4. -. 2. 4. t 2. 4. Y X t Y " X I Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y - • V 4 5' .•. r.... co r a. - X N r t! �V . 0 • • • • • • • NI b C• d CC 14 • P f• VI ti ! S r 73 CV i 0.m( f n • • a • • 0 CO N N N P * - - P (V r P P r X H CV N P N P N O C h P a p O O ! N 0 0 P P N N (P i P P CO zrz O P CV m 1• rP H O •• • • 85.5' O.C. r o � • N O P P A 0 0 O N CO,_ It V t7P J 0 v 10 O P 71.0' O.C. CP m � 3 N r r r O 0 r P r N F P P 1- 78.5` O. C. 0 N O r CO a O r r N P (P r i P 4 P of a • �P P m P 3 O ( O 82.0' O.C. i P ' r O r O r r r a r O 1 V m h P r 0 d 87.5' 0. C. r °a Lv a ea r a9 O N r P P P 93.0' O.C. P P O S P . < P P a C m r P (O P O OD OD • O• • • • P P • P P 0 2 • • ('• 40 • (Co (A • cts ea O r a7J 0 r ✓ d3 P O m a (10 0 N m a 0 a m O 0 (A 0 r co r P 0 N r r 0 as P 0 m m r 0 O P m V u V P 0 r P P r T tV P P P o r P ! P 0 W 0 1 r 0 Cr CO m 0 r N (V ID O co H 0 ! r 03 O N CO r O W CD co m (�3 (O m P P (• CO P m O m 4 r N N 73 O r m T3 0 P (• r 0 P m t�3 CO m m P P co 0 m C�3 CO m O r a�3 m O 03 O r O t O m a3 O P.4 0 l+/ (O 0 c13 • dS O m lam: m m !�3 O P O tom. O m 0 P O P P P P ✓ m N P P r r ! • 0 r (. ems- N O O CV O N e�3 ea 0 ea O m ti r co m m l?i O N r of m m Pte.. CV N O $ 0 P T. o ▪ P P P r r � l73 O P m O O m O OD V. CIO ✓ CO CV P r r P P 0 (o CO 0 P CV CV 98.0' O.C. p P CV O NI 4 • P N P P ° Q1m * °am NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X" AND "Y' DIMENSION FROM TABLE 3 (MIN. 2118" 0.C. CONCRETE SUBSTRATE) MAX. 81/Y FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR vvmvvm N P^ P A N P A V. 1 "W DIM. 1---- x DIM. - ----�I FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR FENCE, NOT EXCEEDING 811? FROM ANY CORNER. ra.ayc urr r,•>: 00400o art }arax Rx 431117 s N 39'33ttEET 0.10040 lYie NNW* I FA ,/14409 N00:404 FL 307a PA Baran N'0I'0 tR9074 d..na ANCHORAGE WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (GS) 2. 814 STEEL SCREW (05) 3.114 ELCO TAPCON 4.1/4 ELC0 SS4 CRETEFLEX 5.5118' ELCO TAPCON HODUCTIIMIOD aw•w4goa.w1st9rM6 Ao ook Visibly Bever ALUMINUM PICTURE WINDOW, IMPACT Pw401 I Pin 111 .6 12 J 4259-3 11 0"- ILO.L PE PE Bragral 4 ANCHOR ONCENTB1 DIMENSOOP SY ANCHOR TYPE - PON E 8BSRAE V i • • •: : : i "KONIENSION WND. � � 15.0" 20.0' 25.0' 28.5" .6' • • • 7 . i• • • ►. 4&0 4.5' 48.0' 'x p a 3.,4., ,4.,5 3. 4... .. 4., 4. ... 4. 504M• , X V X Y X Y X Y X Y X Y X Y X Y XV X Y X Y X YX Y X Y X Y X Y X V X Y X Y XY X Y X Y X Y r j • �•• • •� /� T • •• g •g • .Oara) x, • illuaaaj s O • rN r s N O 7110 Of (N- d 49.0' 54.5' O.C. o.c. 60.0' oc. 85.5' O.V. 71.0' O.C.. 78.5 O.C. 82.0' O.C. e�S N r t0 N m 0 N N A O m r A O r P !� J w — Of 0* to so Q r � r of O O •• • • • • 2 • r0.•••m0* O • i i # d• •y,i• •1 • M0* P '9 M.' *_ w -+ N P m m of P i7 r 0 P co O O AMP 03 alp ti W Or N r P N r N m A n X r N ANCHOR TYPE& 1. 812 STEEL SCREW (G5) 2.8'14 STEEL SCREW (615) • 3.114' ELCO TAPCON 4.14 ELCO SS4 CRETEF_EX 5.5/18' ELCO TAPCON N r Of 0* r ar 0 r so 0 0 1 n 0 N 0 lY r 03 0 Oi 0* N A r 0 Amore 0 O W 0* m g O P 03 03 m m 0* N 04 N 04 co 0* r 0 0 10 O A O 0 w N O N N m A 0* 03 to r r r CO ID 5 m 03 0* m 03 m ' m to a 0* m CPI O m to O N A� m o m m r 87.5' O.C. N P 93.0' O.0 98.0' O.c. L _ m 0 0 g e 0 m ti 4 m of m r CC0 r a at r P r r r m CO O r — +� I m Of m l 1 v r` 0 r N N m CO m 44 131 N r CO 1 0 r 4. r r m ti APT- CO so co Nr a r of m O m N CO 0* 0 sr ai 0 N to O O m A Of 0 N OS N cif TP" m m V. N N m 0 + ar 0 P r r P ^. 0 — r r � - . W a N P s o m m N r N r elf CO 2S r I T S to m 0* r N N m CO eat CO N CD r m N P Of r 0 m A m m to a n 01 N 03 N r r co N r r P 0 O m m N co Of 1' N r fA g M1 N r N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDO MAX ON- CENTER (0.C.) 'X' AND "Y' DIMENSION FROM TABLE 4 (MIN. 2 VS O.C. CONCRETE SUBSTRATE) MAX 81/2' FROM QOS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: r L 1 -- "X" DIM. --ss4 FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER Row Cr 1.130 Roftve DINENSIOP4 FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE. NOT EXCEEDING 81/2' FROM ANY CORNER. Revallbc F.K opium ?0*W T tit 000113c babe F.0 711403 aernxr awc NOKOm$ R3 pa egarra� NOM* FL SOO ANCHORAGE, CONCRETE SUBSTRATE rat ALUMINUM PICTURE WINDOW, IMPACT v1.145 bteraa Pot I N>SI2 + 12 1°`4°° 42s94 I B MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO1 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 - .aa aLI3 ■Va ioa rage L MIAMI•DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST t+LAGLER SUC1L 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodconline.cnm SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and otherarca where alto ute by the Authority Having Jurisdiction (AHJ). • . • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade• p ipjy Proelwt•Crntrol • • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CggltitI),;eserve the right to • have this product or material tested for quality assurance purposes. If this product or maheriAl fails t0, perform in • the accepted manner, the manufacturer will incur the expense of such testing and tile. AJW may inethreclately revoke, modify, or suspend the use of such product or material within their jurisdiction..BfiJP.A► reserves thenright to revoke this acceptance, if it is determined by Miami -Dade County Product Control Dieristent That thi`sprodect 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 Plori7lai3uildigg(, e, • including the High Velocity Hurricane Zone. •••• DESCRIPTION: Series 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I • • • • ' • • • • • • • APPROVAL DOCUMENT: Drawing No. 6223, tided "2" Heavy Wall, Elevations Aluminum Tube ClItIped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05 /03/06, prepared by PGT Industries, signed and sealed by Robert L.Clark. P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Fach unit shall bear a permanent label with the manufacturer's naive or logo, city, state 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 bf 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 thee a cpiratinn date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall he 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 renews NOA # 04- 0528.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P.E. • • • • NOA No 06- 0125.08 d xplratinn Date:: June 28, 2011 Approval Date: June 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -CLOG J A. DRAWINGS 1. Manufacturer's dic drawings and sections. 2. Drawing No 6223. titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28100, with revision "C" on 05/03106, prepared by PGT Industries. signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on 1) Uniform Load Static Air Pressure Test, per FRC., TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 • • • • along with installation diagram of a pair of fixed aluminum wiridowss.(00 • •' •' • • • configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prapa • • by Fenestration Testing Laboratory, Inc., Test Report No. FTL =?,,dated • • • 01/05%01, signed and sealed by Antonio Acevedo, P.E. •••• • • "Submitted under NOA# 04- 0528.06" • •••• • 2. Test reports on 1) Uniform Load Static Air Pressure Test, per J i eAS 212! 9Q ; • 2) Large Missile Impact Test, FBC, TAS 201 -94' " • • • • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • • along with installation diagram of a pair of fixed aluminum wirulow6 • • • • • • (OOconfiguration) 80" x 76" mulled together with a 1x 4 x std.'wafl &ullion.. . • • prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 29ik3; ' • dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0/00 configuration) mulled together with a ix 2 x 3/4" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and scaled by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark. P.E. E - I Jaime D. ascon, P.E. Chief, Product Control Division r10A No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23/06 and sealed by Robert; .3 • ANCHORS DETAIL "5 ", C" OR "0" AT BOTH ENDS AND AT BOTTOM ANCHORS- DETAIL A NNCHORS DETAIL A r_ MULLIONS - -wr W2--- w v/ = W1 r#2 H = 111+112 (2) NINDOWS MULLED W/ONE AROVE FOR DETERMINING MAX ALLOWABLE DESIGN P,4ESSURF SEE TABLES ON PAGE 5 WI) MAX GPENWC = H OR H1+142 MULL LENGTh' = W OR W1 +W2 W2) MAX OPENING = N OR W1+42 MULL LENGTH = NI ANCHORS DETAIL 6 ". "C " OR "0" AT BOTH ENDS AND ,4T BOTTOMS -N-rr i `: \ 1, / ti:-. i I a,-(44 t. t 1� } � =--W2 t — ■ Al - W3-- -- A/ W = W14-W2-0-W3 H = .Y1 +H2 MULTIPLE W;NOOWS MULLED W /ONE ABOVE; FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 443) MAX OPENING = h Of? H 1 +H;? MULL LENGTH = W OR #14421-W3 M4) MAX OPENING = *1 +W2 OR W2+W3 MULL L =NGTH = HI NOTES- 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 'THIS PRODUCT. FOR ANCHORAGE TYPE. QUANTITY AND LOCATION. REFER TO SHEETS 2, 3 AND 5. 2. NINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MUl 1 FD TO A MAXIMUM OF (7) UNITS. 3. 4ULLIONS ARF APPRO'YED FOR IMPACT .4ND NON — IMPACT APPLICATIONS. 4. ■?EFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "8 ", "C" OR "0" BOTH ENDS ANCHORS DETAIL "6 ", 'C" OR "0" 80714 ENDS MULLIONS H • i • sa4 • • • • • • • R6b�ti� i111, P.. FV•g3 @%1i• 'Mc {urol W MULLION W = W 1-r-W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR 111 +W2 MULL LENGTH = H H MULLION H =H1tH2 (1) WINDOW MULLED W/ONE A 'OVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING H OR H 1 +N2 MULL LENGTH = W TO BE USED ONLY Wi7-1 PGT INDUSTRIES PRODUCTS f• • • • • • • t Rav @y: 0"1 : R�.isisns. l i • • • K• 1/9/06 8 -RC4SE ANCHORAsE h�µv1 By. CO Rwia+sru: 1•: . • . • FK. 5/3/06 C -WO CHG TMIS 5PT ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Dram dr Der F.J.P. 4/28/00 tbarnytion. 2" HEAVY WALL ELEV /TIONS •w: ALUMJNU.I TUBE NTS CLIPPED MULLION Honing rt. 5 6223 Roe PGT 2x MULLION MULLION CLIP. CUT FLANGES OFF CLIP 7O FORM A — °U1' ChANNEL AND ;NSTALL AS SHOWN PGT 2x MULLION FOd 2" MULL 1 g TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" -4" --4 " OR 6" #12 17-1 SMS PGI 2x I4ULLJONm STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 /12 SCREW, SEE NOTE 3 2 bd1N- wow t 7--BUCK ;B(TYF) 1 L I8(rYP) 1_4. WOOD BUCK REMOVED TO CONCRETE WOOD J—EPJCK 14 MIN. #72 FH SMS STAGGERED ON OPPOSITE SIDES (50 ---� AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 172 SCRE+V, SEE NOTE 3 1 MIN TYPICAL MULLION )0 STRUCTURE WITH WOOD BUCK, DETAIL B" NOTE!.: 1. FOR CONC'RE 1 L APPLICA:70NS IN MIAMI -DADE COUNTY, USE ONLY M1AMJ -DADE COUNTY APPROVED MASONRY ANCHORS. M'NIMUM Uli LANCE FROM CENTER OF ANCHORS TO CONCRE IE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE -FLEX, ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PRQ✓,DED EMBEDMENT IS INCREASED TO 1 3/4". 2. 1/4" TAPCONS OR ELCO 1/4" 554 CRETE - -FLEX MASONRY ANCHORS MAY BE USED• INSTEAD OF /12 SCREWS FOR WOOD APPLICATIONS. 3: TOR MULL SIZE AND OLANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET QUANP.TY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTTY OF ANCHORS FROM CLOP- TO- OPEN'NG. (MINI%IUM OF 2 SCREWS PER CLIP) 4. 1MPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL RE ?,ESENTATICN ONLY. FOR CORRECT QU <NT1TY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEE 1 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975 2 M.IN. -- 2(r ypi1(TYP 7 MIN. t •` —4" OR 6"-- #12 FH EMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE 47TH EACI -1 OTHER) SEE NOTE 3 1/4- TAPCON SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE Nrl7H�i 000 BUCK REMOVED EB0M CONC. Q� ?AIL "C ". /12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE ROTE 3 .'1 •• •!• • • • • • f• ••,, / • :. ••• /` v ••• 4� ‘,...7.57• CL• • • • ` w'Nae 14 E 1/4" TAPCON, SEE NOTES 1 & TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • i R 1 8y: 0� : Ae�iaiwii • • • • • FMK. 1,9/06 B— Rfl'1'af ANCtiORnGf fiend eje • F.X. • • • s r ca,r• • ••• • Gown 8r: RJ. P Gk Asdele. s 5%3/04 C -(VO EYd; THIS SETT Doer 4/26/00 • 22" HEAVY WALL, CLIP INSTALLATION DETAIL • °' • Rd,. TUBE CLIPPED MULLION t •• _. Pox I n! • • rAft"' $ k. Sheaf: mo.�nq No. ^l0AON15• fl. 34274 MOLLS NTS 2 ^' 5 1 6223 Rev: ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 2" MULL CLIP EXTRUSI )N DWG 1513 2" MULL CLIP W /TA&' REMOVED EXTRUSION DWG 1513 iMIN. (TYF) 1r6 MIN. MAX. --( 3 MIN. H /2- 8 tA.1N. -1 MIN. 4' ;4' ,j3) ANCHOR LOCATIO 1 (5) ANCHOR LOCATIONS 83 MIN. gIAIN. FROM ENDS (!0(P) 8 MIN (TYP) U i8 L•4 /2-"1 0.1 (3) ANCHOR LOCATIONS CUP LENCTTJ CHART F)R 1.0 MULL MULL SIZE 2 r 4 x 1/4 3 7/16 2 x x 1/4 .°r 7/16 NOTES: 1 IMPORTANT: QUANI7TY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECI UUANIIIY Of ANCHORS, PLE4SE REFER TO CHARTS 1 AND 2 ON SHEET 5 FIND THE CORRECT MULL SIZE ANC) PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. MIN. FROM ENDS (TYP)----"'l T (4) ANCHOR LOCATIONS 2. REFERENCE TEST REPORTS: TL -2902, 2903 AND 2975. i 1 9 MAX. L / MIN. & 4 /2.... (6 ANCHOR LOCATIONS MIN. FROM ENDS (TYP) L'A /2-1sl (6) ANCHOR LOCATION •• •• • • • • • • •>a 7 '•=•• ^•• • o L•C4,IR, AE. Ft_•!f *.5712• Structural 8 MIN. (A'-3/4)/3 3 EQ. SP. 4, 4 + $ — 176 MAX. C4'- 3/4)/3 .3 EQ. SP. MAN. rg AIIN. (8) ANCHOR LOCATIONS MIN. FROM ENDS (1YP) //IaMr.'timninD •alb4AOii !r• + 0 25• • 8 (Ar- 3/4)/3 (8) ANCHOR L0CAT /ONE' TO BE USED ON Y WITH PCT INDUSTRIES PRODUCTS • • • • •• Reee40 ey: Rerision. F.K. 1/9/06 = -ADD 3 -4 HOLE APR. • F.K. • oro.m T.J.P. ••• • • • • • • • • • • • • •• •• ••• • • 070 �C K0.00S DA • NOt•YIS, •t 34•• • •• • • • • P.B. BON 15P910• NoXOUS. FL .74274 • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • Pesevtran: S%3/06 428/00 evwmu: -ADO 4IIES+ G 0m 2" HEAVY WALL, ANCHOR LOCATION'S ALUMINUM TUBE CLIPPED MULLION !0(000 [Saxes: SANet (Drawing 140. MULLS 1 NTS 3 ' 5 1 6223 a 4 3 1 4 NOTE. 1 REFERENCE TEST REPORT FTL. -2902, 2903 AK 2975 l _ 4 6 2 2 i 4 2x HEAVY WALL MULLS' i,IAT'L: 6063-76 •• ••• • TQ BFI U54 —.D• ON“ WITH PGT INDUSTRIES PRODUCTS • • • • • • • • • • • • • •• . • • • /(7.6/ s • ., y. i°i9 /O6 Roved By F.K. Ororr By' P J. P. 5/3/06 Rewsztt B NO CNC, P115 SN). k.reknr C —NO CHO 74445 4%28/00 Oescripborn •, • • • ••• • • 2n HEAVY WALL, MULLION PRO,71LES G�^ • • 1 n�c itid i '+ C' ' Nolc J4 �f U.,1hJU>V9 TUBE CLIPPED MiiLUON iRdaerF• N! V.E. •• 40. guar 1 • • Se.illtodat. rStele• 4w>•r IOrar+ny aw. YE sir ew:a� t + WOWS, V Fc a4274 M!JLL5 1 ii 4 6' 5 1 622.5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HART 2. - 2x6x.250 ••v vV 4.i iVV ANCHOR TYPE & QTY 42 48 50.625 s4 64 83 88 72 78 78 84 (3)A; 14) A (6)811 (8)B 170 110 170, 170 170 170 170 170 170 ; 170 170 1 170 170 170 170 70 170: 170 170 1713 170. 170 165 ' 170 los 111 144 105 ; 108 'CHART 1. • 2x4x.250 140 170 (3) A (6) 9 170 170 170 170• (4)A (3)AI(4)A (3)A (4)A (8) B (6) 8; (8) B (6) B i (8) B 170 170 170 1/0-1 170 170 170 1 170 170; 170 170 170 1 170 170: 170 170 1791 170 170; 170 (3) A R(4) A (6)B((8)8 170) 11u (3)A ±(4)A (6)83(8)8 170 ! 170 (�)A1(4)A (E) 9;(8)8 170 ; 170 170 170 170 f 170 170 170 170 '• 170 170 ' 170 170 ; 170 170 170 170 ; 170 170 1 170 170 ? 170 165 ? 170 170 170 168 ' 170 154 170 170 ! 170 162 + 170 145: 170 160: 170 148 t 170 134 ' 170 153 170 136 i 170 123 164 142 170 125 1 167 113 ' 151 123 ; 163 109 141 98 119 154 89 ' 90 125 105.133 78 /8 94 3 118 69 1 9 170 i 170 170'1 170 170 170 170 1 170 170 ; 170 170( 170 170E 170 170 ' 170 170 170 170 170 170 , 1713 154 r 170 143 170 138 • 170 124 • 166 168 1 170 146 170 104,139 88 1 112 86 51 + 08 61 135 1 170 170E 170 1701 170 1703170 1701 170 170 1 170 (3) A (4) A (6)63(8)8 170: 170 170 1 170 170 ! 170 162: 170 140 ; 170 129. 170 170 • 170 170 170 (3)A((4)A (6) B ((8) 8 170E 170 170 a 170 170 • 170 170 ' 170 159 + 170 125 168 (3) A 3 (4) A (6) 31 (8) B 170 1 170 170 WO 170' 170. 17 KEZIODAI k aI WW1 IMAM 119 159 97 129 80 . 97 111 ! 148 100 133 91 123 78' 95 75 1 89 108 j 142 96 121 81 115 103 i 137 83 : 109 98 130 77) t18. *EMI 16:111all �ti 71 83 67 1 78 61 1 8 56 56 51 51 47 47 44 144 37 ANCHOR TYPE & QTY. V a 0 (3) A (8) 19 42 170 48 170 50.626 170 54 170 60 170 03 170 88 7 7 7 8 91 9e 151 108 107 111. 98 144 45 170 e0 (3) A (6) 170 170 170 170 170 170 OPENING WITH IN INCHES 70 80 90'100178'120 (3) A (3) A (3) A (3) A (3) A (3) A (6) 9 (8) B (6) 8 (6) B (6) B (6) 8 170 170 170 170 170 170 170 170 170 170 170 170 170 r 170 170 170 170 110 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 0 0 160 162 160 148 130 (3) A (8) B 170 170 170 170 170 159 160 (3) A (6) 170 170 170 170 170 159 17"170 166 152 142 135 129 125 123 122 170 170 154 141 t 131 124 119 115 112 109 170 x177 167 149 138 127 119 114 110 107 104 153 136 124 114 107 102- 98 94 90 163 141 125 113 104 97 92 88 85 79 12 100 91 63 70 73 09 90- 78 69 62 57 53 49 47 41 143 72 53 57. T+2 as 45 43 37 37 32 28 28 23 21 20 18 16 3 Vertical Mull • • Horizontal Mull • • M •• •••14KW.4.g _ • Ii h •• • Length • ••• • • • • •• • NOTES 1. M1WAXGkUM ALLOWARL£ PRESSURE iN PSF. 2. DESIGN 15 RASED ON OPENING wr0777. FOR MULTPLE UNITS, CONSIDER ONLY TNO AotrACENT UNITS AT A 77ME. 5£E SHEET 1. J.RE1 R6NC1 7•ST REPORT FTL- 20+12. 2203 AND 2975 4 ANCHOR 71"PES: A. 1/4' TAPCON E. 112 SCREW • •••• •••• • Multiple Muffed Units • .0Penfn4 • •£*7• • • • • • • • • • •• • • • • • • naSV IRe%'MD • • • +rte om TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS r9/116 ' r c of ,r. mtp.y1•. 5i.7f06 ti-Z1 L}Kr' rryi5 9t1 mPAp. 416!00 2 HEAVY WAI I , PRF3V IRF CHARTS REIsee • F. A'. % c�C 7 waw 7f*a'4L04: oa�E' H,��c :x rz» ALUMINUM TUBE CLIPPED MULLION AO 60X ,JM '°•'u'°°' 4,777,e4, R 14114 MOLLS NN A 5 N 71 rVTS 5 5 6223