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970 NE 100 St (10)Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request ' Date J t O74 Yka.S U claiu) 1 )3 ( ' Permit No. 17 0 — Q � Name \ ■C 4ZG �r� i,'X L Address Ch 0 u G (oD3T Company L(7 0 it (x-h 1 Bent ---s Phone # 3Os — 11 0 — Q 3(9 Inspection Date Si 3 O Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -949 Printed: 7/16/2004 Applicant: RICHARD Owner: RAYMOND JOB ADDRESS: 970 NE 100 ST Contractor Local Phone: 305 - 663 -2141 Parcel # 1132060340190 Building Permit RAYMOND RICHARD CO OPERATIVE CONSTRUCTION CORP. (J011thfrM 1eHfr6Q►earft$: 11341 SW 65 STREET Fees: Description Amount FEE2004 -7073 Building Fee $180.00 FEE2004 -7074 CCF $12.00 FEE2004 -7075 CO /CC $50.00 FEE2004 -7076 Training and Education Fee $4.00 FEE2004 -7077 Technology Fee $4.50 FEE2004 -7078 Scanning Fee $21.00 Total Fees: $271.50 Total Fees: $271.5 Total Receipts- 0.00 Permit Status: APPROVED Permit Expiration: 1/9/2005 Construction Value: $20,000.00 Work: CHANGE WINDOWS AND FRENCH DOORS WITH IMPACT GLASS WINDOWS AND DOORS 21 OPENINGS Signed: (INSPECTOR) Page 1 of 1 Legal Description: MIAMI SHORES SEC 8 PB 14 -33 LOTS 3 & 4 BLK 170 LOT SIZE 100.000 X In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Riockakrk Owner's Address 6 f 10 � � \ 00 S - City t4% »M, tu r -S State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated Contractor's Company Name Contractor's Address City State Qualifier 0knvk Vc CA - c - 025 Architect/Engineer's Name (if applicable � S Phone # 2Soc 2_5<ofo $ Value of Work For this Permit 2k) 1 Type of Work: Describe Work: Miami Shores Village YES NO X. Co -Op Construction Corp. 11341 SW 65 Street Miami, FL 33173 -1932 ❑ Addition ['Alteration ❑New �--$2,...13 2.c-12.__ ---,Nr--k 'ch 1 \/0 ► ■MJ .-- 1 1 Wie AA C - C /09 Submittal Fee $ Total Fee Now Due $ 17) (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Training/Education Fee $ Radon $ q10 NA Aso 'SI County Miami -Dade ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /go,- Plumbing Mechanical Roofing Master Permit No. Phone # SOj '']S Gs-7e Zip Phone # Square Footage Of Work: CCF $ Notary $ --- Scanning $ 31 Code Enforcement $ Structural Plan Review. $ TOW Technology Fee $ Zoning liRECEIVED JUL 1 3 2O4 µi( Permit No. $PoU -GLIcj Zip Phone # 3O'S (o Co 3 -24%4 1 Zip C . at : 3OS - - 110 - S3 c0 So C .. Repair/Replace ❑ Demolition try t't 11.4A .�' 'Re s I s+ (zs s CO /CC 1, s° Bond $ �' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Signature Owner or Agent The forego n 'nstrument was acknowledged before me this day of t , 200 , by Uc^wr4 t 1`� 1 , IMr+ wl : is p' ' o ly known to e or who has produced As identification and who did take an oath. NOTARY Sign: Print: Chc 12/15/03 P LIC: My Commission Expires: APPLICATION APPROVED BY: 14, actd,e4i 1\1 IA 40 0 P Janice M Muckier 4 My Commission DD085473 1 ), ) „1 Expires February 14, 2008 Signature The forego day of who is NOTARY PUBLIC: Sign: strument was acknowled , 20 eq, by d before me this tv[tclivr- , me or who has produced as identification and who did take an oath. it, /27 . awful/ ul/ Print: t ay .►r► NA Janice M Muckier My Commission Expif My DD085473 w Or Expires February 14, 2008 ***************************************************************************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. CI G 02_5 9 T Certificate of Competency No. *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** rs`'. ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUL 1 4 2004 Plans Examiner Engineer Zoning STATE OF FLC)RIDA: COUNTY OF DADE: STATE Or FLORIDA, COUNTY OF DADE t HEREBY CER7)!FY t at this is a . copy of the " " d tt original filed in thi or y or en WI i NESS my ha(land HARVEY RUVIN, CL e y- m Irts rte r ±r !ua_e FMic T esrkgaa resew issi 'ST !ts POS"F!) ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO Tut= m.;ntn ^ir -..NP^ harphv rives notice that improvements 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. Legal description of property and street address: Ir a - TO .� E 100 S `E ± t�WLt St/1.0"0 -- ct„�3 t38 2. Description of improvement: () R LACE (N .) S 2) �t. C { Rexi,ovA"T1 ok3 - r P6-A Ct~ CABI KI, - i 3 O ner(s) name and address: .1C 2b TA`(?.kON-b 510 NtE \OD S1 M latiwl z Interest in property: o W N t✓'R- Name and address of fee simple titleholder: 4. Contractor's name and address: 00 1 ' 3 5. Surety:(Payment bond required by owner from contractor if any) Name and address: ,AI / Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's N • e My Commission Expires Cdu.SMIC)wA CC/ • / /3y/ s) 6 S� Signature of Owner Print Owner's Name �c-- Sworn to and subscribed before me this day of q Janice M Much& My CommIsslan D0085473 It o" , Expires February 14, 2008 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, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 1 Name and address: ( 0 - & p G t 5 C 14 Gtn Co-? • 11 1111 11111 11111 1 1111 111 11 11111 11111 1111 11 11 C N 2004.tR0 ;02194 OR St: 22495 Fs 0956; (1a9) RECORDED 07/19/2004 12:24:10 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST F'AGE l /3 Sw63 S7` / 0144/ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by .1Arvty ULtAr Address: 113 4( S&U6IC'S* ,y„�i PROJECT: CLIENT: DE No.: Description: DATE: No. of Pages: {: \ Engineering 2K4000\2K4 i9f;;Cafculiltion Cover heet.doc DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD - MIAMI, FLORIDA 33144 PHONE: 305- 267 -2566 FAX: 305- 267 -1556 RAYMOND RESIDENCE 970 N.E. 100 STREET MIAMI SHORES, FLORIDA SAME 2K4197 Structural Calculations WIND PRESSURES July 6, 2004 Cover + 3 O.L. #:127365 E.B. #: 0001809 Eduardo Canto, P.E. Structural Engineer FL. No.: 56845 Components and Cladding Wind Loads IGCpi = 0.18 Coefficients: All Buildings Area Walls � GCp ( +) GCp (-) rr (ftA2) Zone 4 & 5 Zone 4 Zone 5 Zone 2 Zone 3 10 10 20 50 100 200 500 46 44 42 40 37 35 j CO (.0 or) 10) -62 -58 -52 -48 -44 -39 -94 -153 20 -f t T"t" �9R -41 -81 - 4 , Coefficients: Gable /Hip 10 -30 deg h < 60 ft Area ROOF OverHang Press [ +] Press [ -] Press [ -] (ftA2) - Zone 1,2 &3 _ Zone 1 Zone 2 Zone 3 Zone 2 Zone 3 10 27 -43 -90 -90 -94 -153 20 24 -41 -81 -81 -94 -139 50 21 -40 -71 -71 -94 -120 100 19 -39 -62 -62 -94 -106 500 19 -39 -62 -62 -94 -106 Davis Engineers, P.A. 780 Tamiami Canal Road Miami, Florida Wind Load Calculation Worksheet (h < 6Oft) (As per ASCE -7/98) 1 Structure Type 2 Basic Wind Speed 3 Structural Category: 4 Exposure Category: 5 Type of Roof : 6 Roof Slope 7 Ridge Height 8 Eve Height 9 Mean Roof Height (h): 10 Width Perp to Wind (B): 11 Width Parallel to Wind (L): 12 Hurricane prone Region: 13 Gust Response Factor (G): 14 Velocity Pressure Coeff (Kh): 15 Topographic Factor (Kzt): 16 Directional Factor Coeff. (Kd): 17 Velocity Pressure (q(h)): Gable /Hip 10 - 30 deg 18.4 Degrees 11.5 ft 16.5 ft 14.0 ft 74.5 ft 46.3 ft Yes 0.85 0.85 1.00 0.85 39.37 psf mph FBC 1619.2 - Dade County (I = 1.00 ) ROOF SLOPE Y= 4 in X= 12 in Distance 'a' : Min. = 3.00 ft 0.4 *h = 5.60 ft 0.1(B or L) = 4.63 ft Terrain Exp. Constants: alpha = 9.50 zg = 900 ft Project : REF: 2 2K4197- Wind - C & C ASCE 7 98 (LESS than 60 ft).xls - Comp & Cladd 7/6/2004 Windows and Doors Components & Cladding nd Load Calculation Worksheet (h < 60ft) s per ASCE -7/98) Gcpi = 0.18 Size Size Area Zone 4 Zone 5 Wind Pressure Pos Neg Pos Neg Zone Pos Neg Mark (wx h) (wx h) ftA2 psf psf psf psf psf psf 6' - 2" x 5' - 3' 74 " x 63" 32.4 43 -47 43 -55 vvv if) LO LOmco CD 43 -47 1' - 7.25" x 3' - 19.25 " x 39.375" 5.3 46 -50 46 -62 46 -50 3' - 1" x 4' - 2.6 37 " x 50.625" 13.0 46 -50 46 -61 46 -50 3' - 1" x 4' - 2.6 37 " x 50.625" 13.0 46 -50 46 -61 56 -68.6 6' - 2" x 4' - 2.6 74 " x 50.625" 26.0 44 -48 44 -56 44 -56 5' - 11.75" x 6' 71.75 " x 79.625" 39.7 42 -46 42 -5-. 42 -46 0' - 8" x 6' - 7.6 8 " x 79.63" 4.4 46 -50 46 -62 46 -50 2 ■ 6' - 2" x 3' - 2.3 74 " x 38.375" 19.7 44 -48 44 -58 44 -58 3' - 4" x 7' - 2' 40 " x 86" 23.9 44 -48 44 -57 44 -48 3' - 1" x 5' - 3' 37 " x 63" 16.2 45 -49 45 -59 45 -59 16' -0 "x 7' -0' 192 "x84" 112.0 39 -43 39 -48 39 -48 3' - 0" x 7' - 0' 36 " x 84" 21.0 44 -48 44 -58 44 -58 2' - 3" x 6' - 9' 27 " x 81" 15.2 45 -49 45 -60 45 -60 Davis Engineers, P.A. 780 Tamiami Canal Road Miami, Florida Project : REF: 2K4197- Wind - C & C ASCE 7 98 (LESS than 60 ft).xls / Window Press Components and Cladding as Per ASCE -7198 All Buildings Walls (Ref: Fig 6 -7A) (psf) qz = 39.37 Gcpi = 0.18 Walls Gust Reap. Coeff. Walls Wind Press. (psf) Tributary GPC+ GCP- Press ( +) Press ( -) Area Zones Zone Zones Zone (ft "2) 4 8 5 4 5 4 8 5 4 5 10 1.00 -1.1 -1.4 46 -50 -62 12 0.99 -1.1 -1.4 46 -50 -61 14 0.98 -1.1 -1.4 46 -50 -61 16 0.97 -1.1 -1.3 45 -49 -60 18 0.96 -1.1 -1.3 45 -49 -59 20 0.95 -1.1 -1.3 44 -48 -58 22 0.94 -1.0 -1.3 44 -48 -58 24 0.94 -1.0 -1.3 44 -48 -57 26 0.93 -1.0 -1.3 44 -48 -57 28 0.92 -1.0 -1.3 43 -48 -57 30 0.92 -1.0 -1.3 43 -48 -56 32 0.91 -1.0 -1.2 43 -48 -56 34 0.90 -1.0 -1.2 43 -48 -56 36 0.90 -1.0 -1.2 42 -47 -55 38 0.89 -1.0 -1.2 42 -47 -55 40 0.88 -1.0 -1.2 42 -47 -54 42 0.88 -1.0 -1.2 42 -47 -54 44 0.87 -1.0 -1.2 41 -47 -54 46 0.86 -1.0 -1.2 41 -47 -53 48 0.86 -1.0 -1.2 41 -47 -53 50 0.85 -1.0 -1.2 41 -46 -52 52 0.85 -1.0 -1.1 40 -46 -52 54 0.85 -1.0 -1.1 40 -46 -52 56 0.84 -1.0 -1.1 40 -46 -52 58 0.84 -1.0 -1.1 40 -46 -52 60 0.84 -1.0 -1.1 40 -46 -52 62 0.84 -1.0 -1.1 40 -46 -51 64 0.84 -1.0 -1.1 40 -46 -51 66 0.83 -1.0 -1.1 40 -46 -51 68 0.83 -1.0 -1.1 40 -46 -51 70 0.83 -1.0 -1.1 40 -46 -51 72 0.83 -1.0 -1.1 40 -46 -51 74 0.83 -1.0 -1.1 40 -46 -50 76 0.82 -1.0 -1.1 40 -45 -50 78 0.82 -1.0 -1.1 39 -45 -50 80 0.82 -1.0 -1.1 39 -45 -50 82 0.82 -1.0 -1.1 39 -45 -50 84 0.82 -1.0 -1.1 39 -45 -50 86 0.81 -1.0 -1.1 39 -45 -50 88 0.81 -1.0 -1.1 39 -45 -49 90 0.81 =1.0 -1.1 39 -45 -49 92 0.81 -1.0 -1.1 39 -45 -49 94 0.81 -1.0 -1.1 39 -45 -49 96 0.80 -1.0 -1.1 39 -45 -49 98 0.80 -1.0 -1.1 39 -45 -49 100 0.80 -1.0 -1.1 39 -44 -48 Davis Engineers Miami, Florida File: 2K4197- Wind - C & C ASCE 7 98 (LESS than 60 ft).xls Date: 7/2/2004 (1:28 PM) Sheet: C&C Walls Schedule t MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. 13ox 1529 Nokomis, FL 34274 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 other areas where allowed by 1;„- Jurisdiction (AH1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counry Product Control Division (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 :he accepted manner, the manufacturer will incur the expense of such testing and e :\ -U may ,:,rnediately revoke, modify, or suspend the use of such product or material within the:,- 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", uniess 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. T RM '4A'1'ION of this NOA will occur atter the expiration date or if there has been a revision or change in thc 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. ADVERTISENIENT: 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 bc done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page I as well as approval document mentioned above. Thc submitted documentation was reviewed by Theodore Berman, P.E. `IIA,I\II -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOA No 02 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page I 4 37.500 "Ar. 7 1/2' — 95.750 w. 7 I /2" — IJ" — MAX. ON CENTER TYP. HEAD & SILL 7 I /2" 7 I/2" — 5 1/2" 73.5" 13.5" tYP. u. 5 1/2" SEALANT ON rRAME CORNERS k PANEL CORNER 95.750 LOW. 7 1/2" _ — — IJ MAX. 9N CCN1ER Tyr. (HEAD k SILL XX F: obelt L. Clark. P.E. PE. 1134712 Slnlc(ural 77.75:7 MAX. we leciel. D.B. 7 I /7 — TT 13.5" 11' MAX. 5 1/7' SEALANT ON rRAMC CORNERS k PANEL CORNERS 0) added 2p(. lock in o R...( fly. rbl.: 00. I I /N /o. Crown Or 7.) CLA7 /NC: .401/464 LAMINATED W /!N1rPLAYCR (MONSANTO OR OUPONT) 2.) COMG( X. XX — 7 1/2" J.) DESCN PRESSURE RATING: Jo) 46 LAM.: +75 P.S.F. -75 P.S.F. 3M) 401 (AM.: +60 P.s.r. -60 P.s.r, 4.) ANCHORS: 5 I / MAX. 7 I /7' mom CORNERS (l: Ao k SILL), MAX. 5 1/7" rROM CORNERS (JAMB) MAX. SPACING AT HEAD k SILL: 13.000 _ MAX. SPACING AT JAMB: 13.500 IJ.S 5.) NO SHUTTERS REOU!RCO 6.) REr:RENC( TrST REPORT: 17L-7241 7.) FOR LOCKRIC ASSEMBLY OPTION - S(( SHEET J or 4 Cnln 0,: l 0.l.: pnl.: 2/16/98 lew.en... Unl.w Kc1rC ■r.; I r /A. O.d+,' .0, I ae,.+ ,au I Av.., I r SWO- 101 nr.e.vr:nn: French Door — X, ,.C wp . .r "Onn Nn: DIRGE MISSLE IMPACT DOORS 1070 Technology Dr. Nokomis. rl . 34275 XX 1X ►H(IIIIICT Hi:V11r.o w, rsplflep -101 I. f1..id. D.141nn Cod) A.apen. No 02.01 Eq.*.r 1). SY MM po 114.414.2 PRODUCT RENEWED c:Cn,wcf N., al -C, .0 4 I.RIN Al HIV 11.\17: P40'L• C 1i 1 7e)6 D 151,.S 1 .U.:11.- Iwutr tT 0 urns. q VUIt)!1 INDUSTRIES 971 ROUGH OPENING .150 - 9.11A4 SPACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS''--.,_ VERTICAL SECTION INTERIOR 1.489 .250 el 1 MAY. SHIM T SPACE --- 3.000 —'I \\`'..--- ROt'GH Or Eta or 34. rYr. eo111 rANELs ACTIVE PANEL OAn1cHT OPENING, INTERIOR 71.750 EXTEIIIOR HORIZONTAL SECTION J odded 2 _pt. lock info / 141 tr //} R�bu L. Clark. PE. r" .e nr: na .: r.E. 1139717 Structural n° -" nr Oe. D.B. 2./76/ 98 1.750 lafanntti,UnIssa..11oled r..e0e r 1 I/S1 ceder .00 1 °more .000 1 ..pb 1 1' S..Ir., /M....I: SWO 10: IN4CTIVE PAN_Et 1070 Technology Dr. Nokomis, Fl. 34275 French Door - r_levotlons 1e PG! MO: ti •00n Iq: Seale. *wool: ua.ay n.. MA SHIM SPACE --- -F- 1.480 P RODUCT asomplybe wlu I►t now. Bed* Cri, Arept.•u N. 0 Oi b l.f 2 ttpintM. dirt i, D.N. her DI.M.. 971 ROUGH OPENING PRODUCT RENEWED AIttrT C7N.. Ot- 4:74%1. O B I VOIR ATMs IMTT. NINE Nee 22 r 1St,. - r o tpgr , bl VT, MN IlURDr!U VOW .IlCE OITlCt _r INDUSTRIES 0 3 POINT _SSY 2 POINT LOCK ASSY. V � L k Gl lobcrt 1.. (j o, V., P.r..R39112 `4'riittl ur.ir RewsNne: 0) added 2 p1. lock into • • • 1/nlrnnl: 14.4.44 Dy: 0 0.6. VI 7/C0 .250 MAX. SHIM ` J.000 —� SPACE AO1= IAL_W/ :1SANIO_SAntx PYBJt/URLdILB OR 4W. Ulf. W/OUP.D11L_811iduir MURMUR SCE IIO1Ll ON .S11 LLl .QESICH PRESSURS_R<ATI_HOL.460 -yt(. • 0414: / 1 IAlemneeLAlus.Motet IneticAt 1 e /6I O.ener o.e+,N .044" I qi+.. .4 1' 3/F6 ANN. .090 — J/ 16 ANN. o 1I0 1,489 IF 1.489 1070 Technology Dr. Nokomis, al. 34275 .230 WAX. SHR J.000 —I SPACE _164" 4M timoriSAHIO (47 t JJBJNEEs(itte 0 1? _46(' 4L_ O /PDNt B I rIIT IHIIR,R SCE 1107E ON SHrr[ ! DESIGN PRESS E EARNGr 12.1 f. ns P ROWCE 01Y04E.0 as eeoplyle/ wish she rMM6 Daldles Cede Mrryeven Pk O f Z 70/.12 Lep4 Noe gee 11141e / ede Presort CM PRODUCT RENEWED Ain : rry /cY N., O -041 - x.04 I_:09IA-NN 0Anl Note s614 ?Dot l> (Slay .1. t ♦wt}. Iefac1I tiY4 vRR�ti WM :O W(1 00S [EhTCS S..rr,/41oaet swn -101 M..V,l:en: French Door — Exploded /Glazing rnf I /O: NN000 I/O : 3erle: yr..: 6,e.;ne Ne. E tT INDUSTRIES 3e14 971 I 0 TYP. 511.1. • ♦1xV PVCX /Ir fUr1•(.•R- z TYP 1Y) enx •. ITEM 1?n}xert L. C1Ark, rE. r.r. !139712 Structural 60376 60 7 679240 6! 9 60380 60411 170 61069M 6 IROOA 7955X 4121 770J4A 7FRMOw 6 3 /Fame iambs 71058FP 26 6 hinge - hinge -door 7IOXi1PPW J0 5 .thin• e — Irorne 4/ 20 2_ 1 O oo Iii 4 slide bolt locks 1;_ fi Recd iamb 'omb •l�SP.1�./..YX.t• to k su..orf o s °siro•ols Ir. 'ombs & head U •I MERCHANTS FASTENER NATIONWIO /ND. MERCHANTS FASTENER MERCHANTS FASTENER 60378)4 60200K LOKI 7BL TIP 62899C VENDOR ALUMAX ALUMAX ALUMAX SCHLLGEL CORP. ALUMAX I. t. l k914 1 1►I ■1i L' 1:1 Ilt4cia a't)i1 .lrrT ►1♦ ► PDT INDUSTRIES DOW CORNING •G• H. P, G. PGT INDUSTRIES SPENCER PRODUCTS DESCRIPTION I DOOR HEAD 2 OCOR JAMB J QQOR ASTRAGAL 4 .2a0 x .787 FINSEAL STRIP 5 OCOR W -STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 _GLAZING MAO ROLL FORM 9 OUISWING THRESHOLD 10 5/16x 18 THREADED ROD If TRUSS CLAMP 12 Sit 6xi/1 TRUSS WASHER 7; 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 S 1 RIKE PLATE 16 ST RIKk PLA1E INSERT 77 10x3 /4 SCR. FLT. HD. PHIL 16 HINGE ASSY. 79 111x,625 FLT. H0. PHIL 20 10x1/2 FLT. HD. PIIIL. ICC/B017. SLIDE BOLT LOCK 22 6x7/2 fLT. H0. PHIL. 23 8x1 1J2 SCR. PN HO. 0UA 24 5E r.u..seit ER 25 LUCK SUPPORT ASS Y. 6x.374 FLT. HD. PHIL. 27.200 x .790 QLON 28 .375 x 791 'LON 29 3 POINT LOCK ASS Y. JO LOCK 31 LCCK 32 DEA -B0L LOCK J3 _ 431 LAM. W /MONSANI O J4 SILICONE 35 1 2 Ph. Pn. 514S 36 1 r 4 JAPCON 37 .401 LAM. W DUPONT J8 .454 L4M, W ()UPON, 39 .<54 LAM. N/MONSANIO 40_ 7 LOCK ASSY, 4 1 b1I x 75 Ph. f 1. l ek SILL DUMMY on.: . D) ) added 2 pt. lock info . 1/►• n•n••d .ar Coe.re .007 F•••6 fly (MI•: 1 C10! Ry: R.0. 11/17/01 �...� M' 1M1. b1•: D.D. 7/16/98 7834FPT OT )'./DESCRIPTION 8 (2 /eoch door top de ALUMAX 4 1 door Co. dr bo . roil FASTEC INDUSTRIAL 2 eo. door lo• do bol. roil eo. door to ek bol. roil 1 4 j I /osJrog.l . f 1 JO r.h. °situ.() 1 (R r.h. oslro.o 1 O os 1 JO r.h. aslrogol I (R9 r.h. ostro of SW0 - 101 e.l.ripl:•n: Trench rW NO: bof. PN(11111(1 HI'V1'F.1) .nmpllle►.11► IAm ltodd. 13.141n► C.4, A.a.....,, N. 701.,2 ►a pind.e MI* l l roil Costrel OA4.le� . ALUMAX ALUMAX A LUMAX FASTEC INDUS FAS C INOUSTRIA P:-'.O»UCT RENVATZ n:.crrr,rrcr N.. 6 r — O 4 1 " 1.O V Vat Donumn.(rr. N.eer•i.j, 2Z 7h ISL.- I- G1. 4,.y1 a, 11101.r∎ ■...l i$vfl tr.JCt':r�f•vS1E f . R1Kt t!NYS Door — Anchoroge /B. 0. M. 1 .tNr.,a Nn VENDOR f AF -10375 AF -10J76 VLISIMI tit !S7924 -767 regrow Mom I AF-12375 AF- 123 75 AF- 10378 41 4 4118 OK 200X190 19 FOJPTAY 100 820 899 INDUSTRIES 5•.N SI...,: Ore.i.y Ne It.r 4 . 1 4 971 1 D MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 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 Division an Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E., bearing thc Miami - Dadc County Product Control Renewal stamp with thc Notice of Acceptance numbcr and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" l ess 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 & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 96 MAX. 85 1 MAX. DAYUGHT OPENING 6.500 33 3/8 MAX.& I-- OAYLGM - OPENING 36.125 MAX. 4.000 4.000 4.000 - 4.000 1350 I_ 1.4X / 4.000 ' / 4.000 - - 4.000 - OXXO 71,750 MAX. - 13.50 YAX. 1 4.000 --' Four I/4' Tapeono a 5 914 Screw R.q'd at this Location. Top It Bottom. 13.50 I� MAX. - 4.000 - 4.000 4.000 - 4.000 38.125 MAX. 33 3/8 MAX. OAYUGHT --{ OPENING LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPEON 1 - .402 (3/87 I MIMA7ED (3/16" HEAT STRENGTHENED. .090 INNER LAYER. 1/8" ANNEALED OPTION 2 - .402 (3/87 LA (3/16" HEAT STRENGTHENED, .090 INNER LAYER, 1/8" HEAT STRENGTHENED OPTION 3 - 7/16" LAMIINA7ED (3/16' HEAT STRENGTHENED, .090 INNER LAYER 3/16' ANNEALED OPTION 4 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER 3/16' HEAT STRENGTHENED 2.) DESIGAL PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX. SPACING AT HEAD & SAL: 13.500 MAX. SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT_ -2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 21.000 MAX 13.250 6.000 Whist LUG. TYPCAL 1 21.000 MAIL 13.250 HINGE LOC. 6.003 TYPICAL 47.875 HINGE LOC. TYPICAL 98 MAX. BS 1 MAX MYUCM OPENNO TYP. 1 6.500 - 6.5)0 ANCHORS ARF TYP. N HEAD k SIII /1 P RoO.A L. Clark. P.E. P: 939712 4ructuroi IND S4 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 36.125 MAX. 33 3/8 MAX. & DAYUGHT - OPENING 2 POINT LOCK OPTION 39.500 13.50 I 4.000 - 4.000 - - 4.000 -- 4.000 - I..d 8) Rowed Br F.K. raL„�.d F.K. dry or 0.9. RAE 25' MAX. - OAYUGM - OPENING 13.50 0X0 37.500 MAX. MAX. Mohr 1 17/03 9 8/20/01 // 12/99 t - -.- - 4.000 4.000 - 4.000 -- 4.000 Revkloomc D D.O. OIM.S R.rliblc /16 QASS 4 USES 8 -PER LETTER 8/17/0 DeacrOttarc ELEVATIONS OXXO & OX0 36.125 MAX. 33 3/8 MM. & OAYUOM OPENING 13.50 L I AWL. _ 6.000 21.000 MAX 1 7 21.000 MAX. � 6.000 [7: PRODUCT MLNEWLD twalittbe B.I�.L�ID 11. Mods AAa , o eY9 I3 Lapbetba Sy IlaAAAI 1. awe .a c>,66616 ALUMINUM FRENCH DOOR W/ SIDELITES swNA//Wds! Sc e.: Slot arming No. Rom F0 -1o1 NTS 1 o 8 972 D COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/1T Heat Strengthened, .090 Inner Layer, 1/8" Hea Strengthened COMPARATIVE ANALYSIS 3/16" Heat Strength TABLE 3. - GLASS OPTION 3 ned, .090 Inner Layer, 3/16" Annealed I Qty. of Slabs Sidelite Width Max Door Widths Heights 83.750 Qty. of Slabs Sldeilte Width Max. Door Widths Heights 79.750 83.750 87.750 91.750. 95.750 79.750 83.750 87.75C 91.750 95.750 , 72.5 22.000 37.500 -75.) -75.0 -75.0 -'5.0 -75.0 o x o 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.000 28.000 37.500 -75.) -75.0 -75.0 -'5.0 -75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 L ft n 30.000 37.500 -75.) -75.0 -75.0 -'5.0 -75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 • 75.0 75.0 75.0 75.0 o x x o 33.000 37.500 -75.) -75.0 -75.0 -'5.0 -75.0 1 33.000 37.500 -75.0 -75,0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 73.2 36.125 37.500 -75.) -75.0 -75.0 '5.0 -75.0 1 36.125 37.500 -70.0 -67.9 -65.7 -63.1 -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 ~ 63.1 _ 60.4 -55.4 22.000 71.750 -75.) -75.0 -75.0 -'5.0 -75.0 o x x o 1 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0. 75.0 75.0 75.0 75.0 28.000 71.750 -75.) -75.0 -75.0 -'5.0 -75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 N k O 30.000 71.750 -753 -75.0 -75.0 -'5.0 -75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 33.000 71.750 -75.) -75.0 -75.0 -'5.0 -75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 36.125 71.750 -75.) -75.0 -75.0 '5.0 -75.0 2 36.125 71.750 -70.0 - 67.9 -65.7 - 63.1 -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 83.1 60.4 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/1T Heat Strengthened, .090 Inner Layer, 1/8" Annealed 1Qty. of I Slabs Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 83.750 87.750 91.75 95.750 -75.0 1 22.000 37.500 -75.0 -75.0 -72.5 -70. -68.8 75.0 75.0 , 72.5 70.2 68.8 28.000 37.500 -75.0 -75.0 -75.0 1 28.000 37.500 -74.7 -73.2 -70.8 -68. -67.1 74.7 73.2 70.8 68.5 67.1 1 -75.0 -75.0 -75.0 -75.0 K 1 30.000 37.500 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 -75.0 -75.0 -75.0 75.0 75.0 1 33.000 37.500 -55.4 -53.5 -51.6 - 50. 1 -48.9 55.4 53.5 51.6 50.1 48.9 -75.0 75.0 _ 75.0 75.0 75.0 1 36.125 37.500 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 47.5 _ 45.4 43.4 41.8 75.0 75.0 75.0 75.0 o x x o 2 22.000 71.750 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 - 72.5 70.2 68.8 75.0 2 28.000 71.750 -74.7 -73.2 -70.8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 2 30.000 71.750 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 36.125 2 33.000 71.750 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71.750 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 47.5 45.4 . 43.4 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, 2/15' Heat Strengthened 1Qty. of I Slabs Sidelite Width Max. Door Widths Heights 79.750 83.7501 87.750 91.7501 95.750 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 L 30.000 37.500 1 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 • 75.0 75.0 75.0 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 _ 75.0 75.0 75.0 75.0 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 K 0 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 33.000 71 -75.0 -75.0 -75.0 -75.0 . -75.0 75.0 75.0 75.0 75.0 75.0 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 r: NOTES: 1. NEGA1VE DESIGN _OADS BASEE ON TESTED PRESSURE AND GLASS TABLES AS E 1300 - 118. 2. POSTME DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES ASTM E 1300 -98. 3. GENERAL: 0/0 - DAYLIGHT OPENING ® 0/0 HEIGHT - D002 HEIGHT - 10.875' 0/0 WDTH SIDEUTE = SIDEUTE WIDTH - 2.750 0/0 WDTH PANEL - PAN EL WIDTH - 12.500 Robot L Clark. P.E FE 139712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS. R 34275 P.O. BOX 1529 NCKOMIS. FI. 34274 I/17/0J Pond Dy; D own 0.9. 7 2/99 DeenbOon: lab: 94103 98113 d ADD AOTE J F.K. 8/20/01 6-PER LET7ER 8/17/0 171000CT MENEWED � w_Mlr *Kb ae i att& Aomplama la _l ▪ s tr a 4 _ Fi7 / { ?'I Oe a M1�11LiIs O lellla DESIGN FRESSURE TABLES, OXXO & OX0 ALUMINUM FRENCH DOOR W/ SIDELITES sar44/YeAa! sooty: s .,: A. No. Row -101 NTS 2 a 8 I _ 972 0 DOOR DOOR — .3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8' ANNEAED GLAZING OPTION 1 .402 (3/8) LAMINATED 1 .-- 3/18' HEAT STRENGTHENEC .090 INNER LAYER (SEE NOTE) 3/16' HEAT STRENGTHENED — 3/16' HEAT STRENGTHENED — .090 INNER LAYER (SEE NOT-_) 1/8' ANNEALED 1111 .437 SIDELITES GLAZING OPTION 4 7/16' LAMINATED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NCTE) 3/16' HEAT STRENGTHENED SIDELITES .437 REFERENCE TEST REPORT: FTL -2067 — 3/16' HEAT STRENGTHITHEO 3/16' HEAT STRENGTHENED — .090 INNER LAYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 1/8' HEAT STRENGTHENED 1/8' HEAT STRENGTHENED 121203 SIDELITES GLAZING OPTION 2 402 (3/8) LAMINATED NOTE: INNER LAYER MAY BE DUPONT BUTACI1E PVB OR SAFLEX/KEEPSAFE MAXIMUM. f/ fA / Robed L Clark, P.E PE /39712 Structural INDUS7 1070 TECHNOLOGY ORNE NOKOMIS. 11. 34275 P.O. BOX 1520 NC4(0111S. ft. 34274 R..d F.K. Petal (b.: F.K. 9 wn 0.9. — 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) — 3/16' ANNEALED DOOR 1/17/03 909 8/20/01 72/99 LleverOtlanr GLAZING DETAILS GLAZING OPTION 3 7/1 6' LAMINATED 0 —NO CNC THIS SHT Rndlonn C ADD 7/16 GLASS Rwdddrr 8—PER LETTER 8/17/01 3/16' NEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16' ANNEALED SIDELITES .437 PRODIV RLIRWLD O .Ifl1 IS I . nor/. UM 2 -O 27•/. 1 . Sla .Li. OIrW ALUMINUM FRENCH DOOR W/ SIDELITES sm./ odsc see.: _—t. FD -1o1 NTS 3 d 8 972 D EXTERIOR 6' Ejj � ■ 111 ° 25+ _ DAYLICHT 3338 CIMINO 0 MAX 1nAaR CONING M4 NAY. INTERIOR HORIZONTAL SECTION OXXO HORIZONTAL SECTION DX0 REFERENCE TEST REPORT: FTL -2067 68.264 PANEL OVERALL. 71.750 S�VTSWING Robert L Clark. P.E FE 139712 Structural vr eern 1191111111118 1— .830 96.000 OUTSWING 1070 TECIVOLOGY ORN£ WOWS, S. Fl 34275 P.D. 00X 1329 NOKOMIS. Ft 34274 SEE SHEET 3 FOR ANCHORS 4.000 4.000 — 3.0 F/4 17/03 D —NO CHG THIS SHT a...a ei' D 1/ R.Jaas F.K • ' 9G2 — F.K. /20/01 PER Lk!ItN 8/77/01 dawn er 03. 72/99 D..trfNlon: SECTIONS SIDEL;TE EE SHEET 3 rOR ANCHORS -- 3.700 I— 3.000 `" ROUGH I— 3.100 —1 OPENING r •250 Max. Shim 7YP 5.459 85 1/8 arum OPO41a MIE 750 ?Room RENEWED wkli ON Melds &Na ark Aareposate 3 bkw� a ALUMINUM FRENCH DOOR W/ SIDELITES SMeyA/adak Scot.: Shot!: �9 Ne. R..: FD -101 NTS 4 or 8 972 D wintomArionya •2.r .DE - • • �� •• �•11� 1_ ✓ •; •0 ..•. ar S?1/x... : • . - - /U't7:!�41rb?3�� .. LIF91 . - Niiat.%:4:�!:!Lr :1f1W1 - eiraf.P �! 441 •[•i2t1�/.!42':��i7L►)/.!�l�tL• IMPAIW.'.. 171: [::!q:Ir�GIRv' 2/. 110fr1;7.rg1[�A?tl�r_{Irl�rs•�• (111►_!�GAtt MillIk �77 fI:YIaG: +yr "C:9I:71� 1ft711- te?'E•14:1i�t ;110 t • . 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P.E PE 439712 Structural • 1. o7Y 111 BRAC.XEIS ARE FoR oxo coNrlcuRAnoN 2. REFERENCE TEST REP)RT• FR - 2067 1070 TECHNOLOGY DRIVE NOKOMIS, Fl 34275 P.O. SOX 1529 NCK(OMIS. 11. 34274 Rood BF F. K. 9 9/02 Dofir 1/17/03 0-NO C HG THIS SHT 0 � c AD 7/16L GLASS F.K. 13 20 /0I B -PER LEI1ER 8/17/01 Drown 0. 4 72/99 OlocAnlorn BILL OF MATERIALS PRODUCT RZWIRED a.at/ylq.q e. 11.0 adding Cale Crydrailas a� +?�1 ma .ra O/•Mw 1Rp: ALUMINUM FRENCH DOOR W/ SIDEL ±TES s. r..pwe.t sooty SM.t Dro+iq No. R.v FO -Rol NTS 5 o' 8 972 D 4.000 1.750 1 DOOR PANEL HEAD & SILL 1 6063 —T5 ALUM. .250 -I I- O WEATHER STRIP CHANNEL 6063 —T5 ALUM. O 18 HINGE •EXTRUSION 6063 —T5 ALUM. 4.100 O DOOR PANEL JAMB 6063 —T5 ALUM. .125 1.500 .750 1O TRUSS CLAMP 1 6063 —T5 ALUM. 4. 700 —1.750— O DOOR PANEL. INTERIOR ASTRAGAL 6063 —T5 ALUM. 4.675 1.272 1.479 II .030 —II— 1.489 O FRAME HEAD 6063 —T5 ALUM. /r` r Ginn L Clark. P.E. PE /39712 !tructurel 4.675 I 1070 TECHNOLOGY OAI1E NOICOWS FL 34275 P.D. BOX 1329 NeKOA03. FL 34274 - 1.750 - .062 — 4. 100 DOOR PANEL, 44 EXTERIOR ASTRAGAL 6063 —T5 ALUM. 3.000 9 0 OUTSWING THRESHOLD 6063 —T5 ALUM. /Er.d B F.K Roved B,e F.K. Drown Ebr F.K. 1w.: • Dots 0 1/17/03 1 //99/02 Doty. 9/9/02 Rwldors D—NO CHC MIS SHT ALw4donn C —NEW SHT 6 FRAME JAMB 6 6063 —T5 ALUM. a.w EXTRUSIONS PROFILES, DOORS enOOKT SLIMMED � li• I+rt Cgilmdmi MLA • ALUMINUM FRENCH DOOR W/ SIDELITES S.a./kweet Sods: Shoot Orowlrp No. 972 FD -101 NTS 6 w 8 O SIDEUTE BOTTOM RAIL 37 6063 -75 ALUM. 1 .830 F— .050 — .750 2.980 O SIDELITE .IAMB ADAPTER 40 6063 —T5 ALUM. 3O SIDELITE HEADER 6 6063 —T5 ALUM. /17/3 I Robed L Clark, P.E FE /39712 Structural 1 D° MIMS 1070 7EC N0L0GY DRIVE NOK0l0S. FL 34273 P.O. BOX 1320 ?WOWS. FL 34274 Rod By: F.K Road Br F.K. Orwa Or F.K. .062 — 1.578 -1 O SIDEUTE JAMB 3 6063 —TS ALUM. ootc 1 / 17JOJ / ' a ' 9/02 9/9/02 — .890 — .050 3.000 Rola lame D CHO THIS SHT Raw Wear C —NEW SHT PRODUCT IIt14LWR>s iwbs wll! Ye flrld. ( • C rcI. DMille EXTRUSIONS PROFILES, SIDELITES ALUMINUM FRENCH DOOR W/ SIDELITES urkok. Scale: Shoot: Droning No. Fo- l o l NTS 7 of 8 972 D Ix WOOD BUCK (SEE NOTE 3) 1 .500 e MIN �..� 1/4 TAPCON (SEE NOTE 1 ) TYP. HEAD 1/4' TAPCON TYP. JAMB sEE NOTE i) ■ 1 � TYP. SILL TYP, SILL .250 MAX. 2x WOOD (SEE NOTE TYP. JAMB/SIDELITE .250 - L- Ix MOOD MAX (SEE NOTE .3 TYP. JAMB F12 FLATHEAD JAMB SPACING (SEE NOTE 3 ON SIEET 1) REFERENCE TEST REPORT: FTL -2067 .250 MAX. ! x WOOD (SEE NOTE 3 171) Rawl L CIarI, P.E. P° •30712 Structural V4 - TAPCON SEE NOTE 1) 1070 TECIi (lOLO Y DRIVE NOKOMIS(/ L 34275 P.O. B6i 1520 NCKOMIS. T1. 34274 1 4 TAPCGI SEE NOTE 1) TYP. SIDELITE HEAD ' N . . TYP. SIDELITE SILL NOTES: 1. USE ONLY 1414.41-[LADE COUNTY APPRO9ED ELM OR lTIM TAPCONS. 2. INSTALLATION OF 2x W170D BUCK 70 THE SUBSTRATE ENGINEERED SEPARATE[` AND TO BE REVIEWED BY BUILDING OFTTCAL. .3. INSTALLATION OF Ix W000 BLACK TO THE SUBSTRATE TO BE ENGOEERED SEPARATELn rrx.d sy R+ a * aver Z 17/03 F. K. 9/9/02 awed 6y. DMa F.K. 8/20/01 0.9. 72/99 ANCHORAGE Tax 2x WOOD (SEE NOPE /14 PANNEAD „ poll TYP. SIDELITE SILL /14 FLATHEAD T YP. SIDELITE HEAD R.ddoew 0 —NO CHC 77115 soil' Rs.ldonc C A00 NOTES ra+.d.�at 8 —PER LEVER 8/17/01 2r WOOD BUCK (SEE NOTE 2) .250 Moab IladatCals Ageorasa L (3 &pima. Dap F hie libiaa Ceiba Maas ALUMINUM FRENCH DOOR W/ SIDELITES SrA•OYad.S SCOW Sheet p'u'b /ls Rtrr. FO -101 NTS 8 d 8 972 D M I A M I.OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CA- 14/1r►J 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 373 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, 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 Impaa LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control e ip oved ","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 # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Nn 03-1611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 Rr By F.K arvedBr F.K. am I Br Mown Or vox 3/17/03 325103 dew ar: 12/17/02 Rwirv": A Re. B Rr.bMS: C a,eaed ey REVISE ANCHORAGE NOTE 4 ADO 13/16' I.G. 8 M'3VE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET Doan NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: • A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENE A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES 0 OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSUR MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST FRES MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F SHEET 4. F. FOR a a "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL_1: " /S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPAC PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAM 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 • 0 x 0 COUNTY. CONFIGURATIONS OF jTIONS Visibly Better x 0 x x 0 O X 1 CA.740 X J UNEQUAL LITES x 0 UNEQUAL LITES 0 X UNEQUAL LITES D GLASS AND (1 ) 5/16" LAMINATED COMPONENT WITH F 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA ING. SEE SHEETS 4, 5, 6AND 7 FOR ALLOWABLE DESIGN p.ebe'"c NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Sur: Snort NTS 1 d12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 7045 -8 I C PRODUCT REVISED as complying with the Florida Balding Code Acceptance No E .Iratbn Date � • .... 1CL: e PMuet Luca A. Turner. P.F. PE e58201 Mechanical E AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE SURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE 1070 TECHNOLOGY OR$VE NOKOMIS. FL 34275 P.J. BOX 1529 NOKOMIS. FL 34274 FK By ha/Hy FK Fined er Omen 8 F.K. 1/8" ANNEALED GLASS - F-- 1/8" HEAT STRENGTHENED GLASS Darn: 325103 too 7 /1LW3 Drs: da 0325/03 Re viasam 6 G 4.414,.: aed B~ 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE r 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING OETAILS d ADD 13!16' LG. NO CHANGE THIS SHEET 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT �-- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 .65" NOM. GLASS BITE r P Visibly Better 13/16" I.G. GLAZING DETAIL 3/8" AIR SPACE 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE GLAZING DETAILS 1 6• ALUMINUM CASEMENT WINDOW, IMPACT ressft4e. tar. 11 mwo.w an- CA-743 NTS1 2 a 12 7045 -8 PRODUCT RFVISF.D as cempllinp eilb the Florida Raiding Code Acceptance No F. 'ration Dat ' 7 /'o % Lucas A Tumor, P.E. PE 458201 Maienical CENTERLINE 1-'• 1 1/2" Rnwel F.K. tamed Pr F.K. Mad Br F.K. aoa" er F.K. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. new 3/17/0.3 err 3/2503 7/10103 Dec 12/17/02 4" MAX. 1 4" MAX. Ravaba A Rowbra: B RaMlora• C Checked er 1 1/2" ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. —DAYLIGHT --- OPENING 3 7" MAX. VENT TYP. 7' \ 4" MAX. — MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) REVISE ANCHORAGE CHANGE SHEE T NO. REFERENCES ADO HINGE L ocnnorvot rocs IC ANCHOR LOCATION TYP. --- 4" MAX. 134" MAX. WIDTH 53" MAX. DAYLIGHT - OPENING 0 13" MAX. O.C. i 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7" 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ® DENOTES HINGE ; LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE .' DETAIL SHT. 4 Visibly Better IE 13" MAX. O.C. 4" MAX. 4" MAX. 30" MAX. — DAYLIGHT --- OPENING CA -740 AS NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPEN ING 63" MAX HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1 X SEE MgETING RAIL�DETAIL TYF. (2) 141 /2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) I 1 14'1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) XX" & )Carr t- ELEVATIONS 1^ " ' WIC ALUMINUAI CASEMENT WINDOW, IMPACT a'w.%".ir sir sn«r araM, a.+ ` NTS 3 <I 12 I 7045 -8 C 58" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT DEVISED s c"mplyillywitb the Florida B elding Code Acceptance No 1 - -0 .11. I E don Date P•r= '�' , M iam 1 . e hodoel CDntnl Diai As 2 „Z.__ "Z --/o/o Lucas A Turner. P.E. PE558201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 4" MAX. HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL R.M •r O.h: F.K. 3/17,3 cheer F.K. Doc 3//25/03 Roved Dr O.M: F.K. 7 /maw HEAD & SILL ONLY "-„4'." A REVISE ANCHORAGE gsKa "• 0 RM.b°• C 32" MAX. WIDTH 25" MAX. DAYLIGHT 1 OPENING 65" MAX. DAYLIGHT OPENING I 14 1/2" 4" MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. & DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS. TYPICAL. SEE HINGE DETAIL SPIT. 4 72" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAL SHT. 3 TYP. (2) 13" MAX. O.C. 14 1/2" MAX. O.C. VENT 4" MAX. L 4" MAX. CIUWGE SHEET NO. REFERENCES A00 HINGE DETAIL d HINGE LOCATION NOTES 37" MAX. WIDTH 30" MAX. -- DAYLIGHT - OPENING 1 1 56" DAYL OPE 4 "M L ELEVATION "0" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT - DAYLIGHT OPENING OPENING 4" MAX ) i I T I \ -1 f 37" MAX. VENT -- 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. OOX 1529 NOKOMIS. FL 34774 14 1/2" MAX. O.C. Visibly Reiter I AX. GHT Z ING 63" MAX' HEIGHT: 1 1-- -7-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) MAX. 13" A O.C. 4" MAX. 4" MAX. 56" MAX. DAYLIGHT OPENING L 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 1-.4-13" MAX. O.C. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) Z 'ALUMINUM CASEMENT WINDOW, IMPACT ¢d..nwvr w•: SS* NTS I 4 s 12 1 7045 -8 I C 56" MAX. DAYLIGHT OPENING 7/0/6,3 Lucas A. Tumer, P.E. PE 05E201 Mochha:Wkat 63" MAX. HEIGHT PRODUCT REVISED Re eempit9ng with the Mehl. Belding Code A.replanee lib 'radon Data VF' /1, R7 /1 /.. .. i Mam ' dehadu*1C.*bd, 0rn419r O.b: Omasd er 0w4: F 12/17,2 F.K. CA -740 COMPARATIVE TABLE 1. (BASED ON 4" TAPCONS 14 SCREWS) 24.000 26.500 30.000 32.000 34.000 36.000 PARATIVE ANALYSIS T ( 1/ S OR CRE ) "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 GLAZING OPTIONS: . A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE, 5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEI3HT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 80.000 63.000 66.000 69.000 72.000 „ WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG FOS NEG POS NEG POS NEG POS NEG POS 19 125 A -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E A B,E A B,E A BE A B,E A BE A B,E A -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 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 7C.0 -90.0 7C.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 - 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -90.0 70.0 -57.5 57.5 -75.0 70.0 - 54.3 54.3 -75.0 70.0 -52.8 52.8 -90.0 -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 70.0 -68.4 68.4 -90.0 70.0 -61.8 61.8 70.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.4 70.0 -90.0 63.9 -60.0 70.0 -90.0 58.9 -56.1 70.0 -90.0 70.0 -75.0 -75.0 -70.4 -75.0 -67.9 -54.9 -75.0 -51.1 -75.0 -49.9 37.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 54.9 -5' .8 70.0 -75.0 51.1 -47.9 70.0 -75.0 49.9' -46.4 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 51.8 70.0 47.9 70.0 46.4 -90.0 -90.0 -90.0 70.0 56.2 70.0 50.4 -90.0 -53.4 -90.0 -47.7 -90.0 -58.5 90.0 -53.8 -72.4 -90.0 70.0 70.0 70.0 70.0 67.9 -48.6 -75.0 -44,8 =750 -43.} 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -69.9 70.0 -90.0 . 585 -56.2 70.0 -90.0 53.8 -50.4 70.0 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 48.6 -45.2 70.0 -75.0 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 70.0 70.0 70.0 -83.2 70.0 -90.0 69.9 70.0 -90.0 -86.3 -90.0 -67.8 -90.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 -42.4 -75.0 -39.7 - 75.0 -38.6 45.2 , 70.0 42.2 70.0 41.1 42.4 70.0 39.7 70.0 38.6 -75.0 70.0 -75.6' 70.0 -75.0 70.0, =75.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 -90.0 66.2 -65.0 70.0 -90.0 51.3 -49.8 70.0 -90.0 45.6 -43.9 70.0 -87.8 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 -81.7 -90.0 -83.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x•72.000" HIGH 1-90.0170.0 COMPARATIVE ANALYSIS TABLE 3. BASED ON 1/4" TAPCONS OR #14 SCRE - N - g , "X TEST REPORTS: FTL -3582 GLAZING PTION: A 1 6"LAMI (1 8"A,.090,121:2) "XX" WIDTH 37.000 43.000 43.000 48.000 -• NEG PO - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 POS 70.0 70.0 48.000 53.125 57.000 60.000 64.000 68.000 72.000 A A A A A A A A A 74.000. A 26.000 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0_ 31.000 ` O 36.000 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 - 75D 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 68.4 61.8 57,5 54.3 52.8 50 625 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -69.8 -63.9 -58.5 -54.9 -51.1 -49.9 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54.000 57.000 N -0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 -75.0 -72.1 : 63.0 -58.5 -53.8 -48.6 -44.8 -43.5 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.000 G 'OS -75.0 70.0 -75.0 70.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 63.000 NEG POS -75.0 70.0 -75.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 -75.0 -67.5 -58.0 -53.4 -47.7 - 42.4 -39.7 -38.6 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 -41.1 #14 SCREWS "XX" WINDOWS TEST.REPORTS: FTL -3582 FTL 3729 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "H S,3 - /8 "SP ACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS ALL "XX" SIZES UP TO74.000" WIDE x 63.000" HIGH -75.0 70.0 TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 NOTE: IF USING 3/16 "TAPCONS OR GLAZING OPTION: C. 7 / 16" LAM (3/16 "A,.090,3 /16 "HS) #12 SCREWS DESIGN PRESSURE ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 ' FOR "XX" WINDOWS IS LIMITED TO ! - . 46.7 P.S.F TABLE 4.(BASED ON 1/4" TAPCONS OR Wb: 3117413 325103 7710103 12/17/02 R..vore A Rwb6in: 8 "..rcm O Cheated By REVISE TABLES 1 AND 3. GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 6 4 NO CHANGE THIS SHEET DOW 1070 TECHNOLOGY DRIVE NOKCtM, FL 34275 P.O. BOX 1529 NOKOMIS. R 34274 70.0 L'i.ihly /1ru.r PRESSURES- X & XX CONFIG. WINDOWS :ALUMINUM CASEMENT WINDOW, IMPACT n..w.u■ I R..v ssr Om...• CA.740 , „ NTS 5 - 12 7045 -8 x x x PRODUCT REVISED as complying with lb. noddle Bolding Code Acceptance Fm F. re:ius Dite r Prud.ct Coo C 7.15// 3 Lucas A. Tumor. P.E. PE 558201 lAtallanAno 2 i COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR #14 SCREWS " 1/4 -12-1/4 TEST REPORTS: FTL -3582 GLAZING OPTIONS:. A.5/16" LAMI (1/8 "A,.090,1/8" S. B. 5/16 LA I : ' ,.0. 1, 8 ) . 7 1. W ( 16" ,.090,3/16 "HS) FTL -3582 E. 13/16" LAMI (1 /8 "HS.3 /8" SPACE 5/16" LAMI -W/ 1/8 "HS .090 1 /8 "HS) FTL -3729 H�IG T "0" "XOX" WIDTH WIDTH A 36.000 72.000 B,E POS 60.4 70.0 70.0 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 NEG POS NEG - 54.3 54.3 -51.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -48.7 48.7 -46.9 -75.0 70.0 -81.2 70.0 -46.1 46.1 -75.0 -75.7 -44.2 -75.0 70.0 -75.0 -76.4 70.01 -71.1 C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C NEG -75.0 -75.0 - 90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 - 75.0 -75.0 -90.0 -75.0 - 75.0 -90.0 - 75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 26.000 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0' 70.0 70.0 70.0 70.0 70.0 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90 :0 -56.2 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 C A B C A B,E -90.0 31.000 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -90.0 -62.4 -75.0 - 90.0 -58.0 -75.0. - 90.0 -54.3 -75.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 70.0 -90.0 55.0 ' -43.4 70.0 -75.0 70.0 -90.0 53.4 -42.2 70.0 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 44.8 70.0 70.0 NEG - 70.4 -75.0 -90.0 - 67.9 -75.0 -90.D -62.1 -75.0 -90.0 - 58.4 -75.D - 90.0 -54.5 -75.0 -90.0 -51.1 -75.3 -90.3 - 48.3 -75.3 -90.0 -45.4 -75.0 -90.0 -44.5 - 75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 38.375 43.000 POS NEG 70.0 -60.4 70.0 -75.0 70.0 -90.0 67.9 -59.0 70.0 -75.0 70.0 -90.0 62.1 ' -55.7 70.0 -75.0 70.0 -90.0 58.4 -63.3 70.0 -75.0 70.0 -90.0 54.6 -59.3 70.0 -75.0 70.0 -90.0 51.1 -55.1 70.0 -75.0 44.5 -49.1 70.0 -75.0 70.0 -86.9 43.3 -47.5 70.0 -75.0 70.0 -84.3 42.1 -46.2 70.0 -75.0 70.0 -77.1 59.0 70.0 70.0 67.8 70.0 70.0 70.0 70.0 49.1 70.0 46.2 70.0 70.0 -81.8 40.9 -44.8 70.0 -75.0 70.0 -79.4 39.7 -43.5 70.0 -75.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 48.000 50.625 -52.8 52.8 -49.9 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -49.8 49.8 -46.9 -75.0 70.0 q -75.0 -90.0 70.0 ! -90.0 -56.4 56.4 1-53.4 -75.0 70.0 1 -75.0 -86.0 70.0 -80.9 -45.3 45.3 -43.4 -75.0 70.0 -75.0 70.0 46.4 70.0 70.0 A . -70.7 70 0 -66.7 -41.3 41 3 -40.2 -75.0 70 0 -75.0 -69.0 69 0 q' -64.9 -40.4 40 4 @ -39.2 -75.0 70 0 -75.0 -67.3 67 31 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 33.3 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 - 75.0 -81.8 -45.3 -75.0 70.0 -75.0 46.9 j "-43.5 70.0 -75.0 70.0 -70.3 44.2 -42.2 70.0 -75.0 70.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 - 63.6 -39.8 -75.0 -59.1 54.000 POS 47.9 70.0 70.0 48.4 70.0 .70:0 43.6 70.0 70.0 -90.0 50.0 -46.9 70.0 -75.0 70.0 -84.5 47.5 -44.7 70.0 -75.0 70.0 -76.9 - 45.3 -42.5 70.0 -75.0 70.0 -70.7 43.5 -41.3 ;`•'0.0 -75.0 9.0 -66.8 41'..2 -40.1 70.0 -75.0 66.5 -63.0 41.9 -39.8 70.0 -75.0 59.1 _ -55.9 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 70.0 -90.0 48.3 -52.7 70.0 -75.0 70.0 -90.0 45.4 -50.0 70.0 -75.0 70.0 -88.6 -61.8 -38.7 -75.0 -60.4 -37.6 - 75.0 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 55.7 70.0 70.0 70.0 46.9 70.0 63.3 -75.0 70.0 -90.0 70.0 -75.0 -90.0 70.0 70.0 -53.6 53.61 -50.9 -75.0 70.0 , -75.0 -90.0 70.0 1 -88.2 -51.4 51.4 -48.6 59.3 70.0 70.0 55.1 44.7 70.0 70.0 42.5 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 39.8 -38.5 '70.0 -75.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55.9 67.3 -64.1 39.2 -37.1 70.0 -74.3 63.5 -60.5 38.0 -36.2 70.0 -72.4 60.0 -57.3 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 - 72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 - 75.0 -75.0 70.01 -70.1 -43.9 43.9 -42.2 -75.0 70.0 -75.0 -72.5 70 0 -68.4 70.0 47.5 70.0 70.0 65.4 -61.8 40.8 -39.1 70.0 -75.0 63.6 -60.1 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 -35.5 -71.0 61.8 - -58.7 38.7 -37.6 '70.0 -75.0 60.4 -57.3 37.6 -36.7 70.0 -73.3 -53.0 60.000 63.000 POS NEG 422 -39.7 70.0 -75.0 70.0 -90.0 41.1 -38.8 70.0 -75.0 70.0 -90.0 38.6 -36.5 70.0 -75.0 70.0 -83.2 44.3 -41.9 70.0 -75.0 70.0 -75.6 42.1 -39.7 70.0 -75.0 70.0 -69.2 40.4 -38.4 70.0 -75.0 37.6 -35.9 70.0 -71.8 591 -56.4 37 2 -35.4 70.0 -70.8 57.5 -54.8 38.7 -34.8 70.0 -69.6 53.0 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 -42.5 42 5 -41.2 -75.0 70 0 -75.0 34.8 69.6 55.9 -53.2 36.1 -34.2 70.0 -68.4 54.5 -51.6 35.5 -33.7 70.0 -67.4 70.0 44.8 70.0 70.0 43.5 70.0 53.2 34.2 68.4 51.6 33.7 67.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) !bind By Mr F.K. 3/17/73 11w46r 'b... F.K. 325473 B Doi F.K. 7/10413 Comm er F.K. 12/17/02 A 8 C CM.d: W er ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES lJP TO 120.000" WIDE x 63.000" HIGH REVISE TABLE 6, CLASS TYPES A & C ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) 1070 TECI 1NOLOGYDRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 "O" & "1/4- 1/2 -1/4 XOX" WINDOWS 1:. Visibly ! ?rrrcr TEST REPORT: FTL -3580 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ts: ALUMINUM CASEMENT WINDOW, IMPACT cA-740 , . NTS 6 d 12 1 -90.0 70.0 7045 -8 X O 1 4 X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED m tompl}ine able lbe F1od ^ :k!Inl; Cud: A r rvpl =nte No 1: »raUoo Dalt O `-1 742/e,3 Lucas A. Turner. P.E. PE 1138201 COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS • TEST REPORTS: FT L-3580 X 0 X GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAW (1/8 'HS) C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090 1/8"HS FTL -3582 FTL -3729 "XOX" WIDTH VENT WIDTH FIXED WIDTH I - IGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 UNEQUAL UTES NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 X O B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - -75.0 70.0 -75.0 70.0 C -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 86.919 24.000 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 UNEQUAL UTES C -90.0 70.0 -90.0 70.0 -90.0 70.0 -9C.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 - 60.5 60.5 ' -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 O - X - B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 50.4 =90.0 -54.5 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 - 53.5 53.5 -50.4 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 65.3 -63.1 63.1 UNEQUAL UTES 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 -75.0 .42.7 .70.0 -40.7 , -75.0 40.7 for, -38.6 -75.0 38.6 70.0 -36.6 -73.2 36.6 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 ! 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 .70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 x:34.7 -61.0 61.0 -58.4 53.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 P -1.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -711.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 552 126.000 34.791 56.418 A ' -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 '40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 55.5 -53.8 53.8 130.000 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34 3 PRODUCT REVISED es rempl)'iaf with the news Aecu ptet cc 1+o a ., ., I eL E piratko Dxte !►.C!.4'4 o By ije P•, , 111:,•• DadePratlaet • ,•.., Div . i. B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 7 0.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 :38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 BE -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 =70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 - 60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 37.000 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 _ -55.9 55.9 -53.0 53.0_ -50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ' TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 , re z ., �' 4o /0 Lunn A Tumor. P.E. PE 1158201 Mo-haniui GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.09C1,3 /16 "HS) 1 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH I 90.0 70.0 NOTE: IF USING 3/16" TAPCONS OF #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. a.uM Br F.K MY: 3/17/03 F"wc.u: A REVISE TABLE 11, GLASS TYPES A 5 C 1070 T ECH S. FL 314273 vE PO. BOX 1520 NOI�OMIS. FL 34273/ 'rraew.: PRESSURES= UNEQUAL CONFIG. XO, OX & XOX A LUMINUM CASEMENT WINDOW, IMPACT Rend Or F.K. bob' 3/2503 Rov4eko B r AO0 GLASS TYPE E TO TABLE 11 Revolt F.K. Drown Br F.K. o"Y : 7/10/03 Ow: 12/17/02 Rookie.... . C c./.....d Ay NO CHANGE THIS SHEET p„". Visibly Ritter s°" "°""' CA -740 , a"" NT$ ��"' 8 s 12 ° NO 7045 -8 "" C COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/1- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 1 36.300 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 11 -75.0 -70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 ' 67.7 -64.9 64.9 -62.7 62.7 - 60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.3 80.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.8 -523 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 08.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 37.9 -44.8 44.8 -42.2 42.2 - -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 _ -49.9 49.9 -46.4 4p.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "-IS) E. 13/16" LAMI (1/8 "HS,3.6" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-75.01 70.0 TABLE 10. (BASED ON 1i4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7 /1E" LAMI (3/16"A,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP T01.11.000" WIDE x 63.000" HIGH -90.01 70.0 Rowed R.rd e1' F.K R.".d er. F.K. Own ay. I- F.K. NOTE: IF USING 3/16" TAPCONS OR #1 2 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "Y.OX" WINDOWS IS LIMITED TO 41.3 P.S.F. 4Y: 3/17/03 aw: 3/25/03 7/10/03 Daley 12/17/72 R.NSI.ns: A 8 As whims. C Clothed fir REVISE TABLE 8, GLASS TYPEA ADO GLASS TYPE c TO TABLE 9 NO CHANGE THIS SHEET 1070 TE HNOLOGY DRIVE NOKOMIS, FL 34275 PA. OOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES - XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT .SNaf.idr -, sn..t a..p Rn CA -740 NTS 7 r 12 7045 -8 1 3 X 1 3 0 1 3 X X 0 O X PRODUCT REVISED es complyinge toe ilorlb Ucldinr Cede Acceptance flo E irntloa Date `740 /0.3 Lucas A. Turner, P.E. PE958201 Mechanical Rwsd Sr Pew F.K. 3/17/03 a..d bqr F.K 3/25103 Rend Br 0.1. : F.K. 7/10/03 a.. Br oar F.K. 1.2n 7102 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT A R.Mani B NO CHG THIS SHE_°T ADD 13/16 - I.G. GLAZING BEAD ITEM MNUnn. C SHOW TOP HINGE CPI. .d fly 0..1. a N MAX. VENT DAYLIGHT O ~ OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TE HNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SO. 3) HORIZONTAL SECTION -?COX Visibly Better MAX. VENT, DAYLIGHT OPENING (SEE SHT. 3) OCDCD SECTIONS L AX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX P r' ALUMINUM CASEMENT WINDOW, IMPACT sue. : sn.rr arw+ ' CA -74o I NTS 9 12 7045 -8 REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 , REFERENCE °XX" FRAME ry ASSEMBLY DETAIL, SHEET 10 OCDCD 740 h Lucas A Turner. P.E. PE 1158201 Mechodcar PRODUCT REVISED no complying with the florid Raiding Cads Acceptance 10 A - - • Es radon Data _l �s::L,., DT // of . • Mlrm i CoaUsit Div n !lewd Or F.K. F ld„d By FK Roved nr • F.K. FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL mow: 3/17/03 3?S4>3 7/10/03 "XX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL R.wwc A Relator B R..8 enw" Dale: CMdd By D"fe F.K. 12/17/02 #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. 0.C. WI (2) SCREWS 3" APART AT NID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REUSED FRAME ASSY DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET SASH FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.J. 80.X 1529 NOKOM /5, FL 34274 NOTE: ALL ALUMINUM SHALL BE —SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL fl Visibly Better ® SAS 1. l� 10 FIXED F CA - 740 F 6063 -T6 1 .434" 2.854" 0 NOM. J 159" 2.139" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" RAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A X 10 12 I 3.544" .062" NOM. o..>"em EXTRUSIONS & ASSEMBLY Y DETAILS T ALUMINUM CASEMEIVT WINDOW, IMPACT sr NTS I 7045 -8 L 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A PRODUCT REVISED a cemplyinl wfb Ibe Media Balding Co& Acceptance Nu 'rlfIoa late Lucre A. Tumor. P.E. PE 158201 Meduattival 2.919" 13 14 15 16 17 18 19 20 21 22 23 24 25 26 41 43 44 45 46 50 51 32 53 54 55 67 61P247 6163K ITEM DWG # 1 7002A 1155 7008 68 69 70 71 72 2 3 4 Revse By ar: F.K. 3/17/03 R".,4 e7 F.K. 5 7003A 6 1155 7 7017 8 7009 9 7024 10 7026 7014 1157 78X78PPSMS 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 1224 1634 7006 7040 7004A 7012 7019 Doc 125/03 R"Md": A R"N,kw• B a": 7/10/03 Dm: 12/17/02 C Graded 9y PGT. # 781PQA 781 PQA 67017K 7858ZA 710x12FP 711573 PARTS LIST MAIN FRAME - HEAD, S1.1. & JAMBS N8 X I QUAD PH SMS FRAME CORNER KEY I2"X IQ"X I /8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 08 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI- POINT LOCK LOCK SUPPORT PLATE N 10 -24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (1:.H. & L.N.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPFRA I OR OPERATOR GASKET BACKING PLATE N8 -32 X .375 P11. PN. TYPE D STUD BRACKET (L.H. & R.I1.) 8 X 5/8" FLT. PHI, SMS OPERATOR TRACK & SLIDER (DUAL ARM SNAP -ON HANDLE 12" HINGE (ILEAVY DUTY) #10 X .300 PH. PIIL. 7036 GLAZING DEAD (5/16 ") 7042 GLAZING BEAD (7/16 ") 7011 i OCK SUPPORT PLATE 7018 iFLDHD i•OLDINGHANDLE DESCRIPTION 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PO 5/16" LAMINATED (I/811S & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/I6A & 3 /I6HS G:.ASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /l6ES & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB VINYL BULB WSTP (THICK) SILICONE, - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 1635 61635K SCREEN SPLINE SERRATED 331 60976 CASEMENT SCREEN CLIP 78x12PSTW/B 8 X .500 SQ. PN. TEK SMS 67004 ASEMENT FRAME ASSY. TUDE 712XIPPT 12 X I" PH. PILIL. TEK. LOCK SPACER NAP -ON T- HANDLE KNOB NO CHG THIS SHET ADO 13/16 I.G. GLASS A GLAZING BEAD NO CHANGE THIS SHEET an: 1070 TE.HNOLOGY DRIVE NOMVIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .523" .350" --Flf I T- Visibly Better .040" --- .423" ITEM 73 74 75 80 81 82 83 85 R6 DWG# 7025 7016 7005A 1155 7010 7007 7047 PGT. # ' 70834A 781 PQA 67407 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER NS X .730 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 48 X 1 QUAD PN SMS FOXED FRAME CORNER. KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" I.G.) 13/16" LG. GLASS (1/8 "113,3/8 "AIR SPACE.5 /I6" AMI) 5/16" LAMI (2 LUTFS OF I /8 11S CLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" I I____I .050" .865" 0) 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .865" (97/16" GLAZING BEAD MATL: 6063 -T6 D'NG# 7042 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT NTS CA -740 lq - j--- .172" .870" .050" 11 -1 F-- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 11 > 12 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 7045 -8 ' 993" r .040 " f INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701" 1 PRODUCT REVISED 15 complyi.q with the Florida Raiding Cade Acceptance No E . iratlon Date Lbws A Tumer, P.E. PE 958201 Me honicel er. 'I_ FX. APPROVED WOOD BUCK 1 1/2" OR MORE THICK - (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM ----I 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1 /L" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) -J 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE OPERABLE UNIT FRAME 10 CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3i16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. ftvmd F.X. lerder F.K. Road By F.K : 3/17/03 Or: 32503 Doh: 7/10/03 12/17/02 Rewisiam A B candid eY ADOXO 914 SCREV /OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET 11 1 /4" 1 1/2" L_ MIN. MIN. EMBEDMENT EMBEDMENT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 37273 P.O BOX 1529 NOKOMIS. FL 34274 APPROVED WOOD BUCK 1 12" OR.- MORE,THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS PAGT Visibly Better 1'1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ]"YaAW, CA -740 FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. I Shoot NTS 12 a 12 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) — 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) naw p X 11/4 " MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 7045 -8 (d11U118* PRODUCT REVISED e s complyieg with the Florida B elding Cole AceeptaneeNo 9 ' ra I/ !radon Date !/•j % , , , - Miaad r Piodtet Ctrdtol/ Diet Lucas A Tumor, P.E. PE 058201 Med,anlol MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis. FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 -2908 SCOPE: This NO a- is being. issued under the applicable -ales and regulations governing the use of const^_ction materials. The documentation submitted has been reviewed by Miami-Dade County• ?roduct Control Division and accepted ,v the Board of Rules and Appeals (BORE; :o be used in Miami Dade County and other areas where allowed by :he .Authority Having Jurisdiction (AHD. This _\C.. shall :cc be valid after :he - s:ifanon .late _sated below. The Miami -Dade Councv Product Control Division In Miami Dade County, and/or the AHJ (in areas other than Miarni Dade County) reserve the right to have �roduc: or material : eased. for cuaii assurance purposes. if :his product or material _ails to perform in ne r. ted manner. the manufacturer L incur the expense of such testing. and the AFL may immediately oe. modify. or suspend the use or such .roduct or material within heir jurisdiction. BORA reserves the right _:e :his 'ac.: ^tan ce. if it is determined Cy Miami -made County .roduct Control Di':ision inat this product or material fails :o meet the re:qui eme:us of :he applicable :pudding code. s ._roduct is approved as described herein. and has been designed to comply with the High Velocity Hurricane Fior:ct3t :iidin Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040. _fled "Aluminum Single Hung Window ', sheets 1 through 3 of 5. repared by manufacturer. dated 2/9/98 - :vith revision on 6/3/03, signed and sealed by Robert L Clark. P.E., .:;ear. n_ ±e Miami-Dade County Product C,:ncoi Revision stamp with the Notice of Acceptance number and exc:ra :ion date 'bv the Miami -Dace Count: Produce Control Division. M[SSiLE INIP\CT RATING: Large and Small Missile Impact L ABELLNG: Each unit shall bear a perm:ir-ent label with the manufacturer's name pogo, cir end iii; t nJ is temenr: "Miami -Dade Count-' ?roduc: Contrci Approved ". unless dinervise noted herein. RENEWAL of .` is NOA shall be considered alter a rene'.vai application 'has been filed and there has been no .: an in :he applicable building code negauveiy affecnn? he performance of this product. TERMLNATION of this NOA will occur alter the exoira hen date or if there has been a revision or chance in the -late: :his. :se. ancicr Daanufacrare of the product or process. Misuse of his NOA. as an endorse:^enc. of any rod c:. for sales. advertising or any other purposes shall automatically terminate this NOA. Failure co comply %vi ;h a v section of this NOA shall be cause for terninaden and removal of NOA. ADVERTISEti>ENT: The NOA number ;receded by the words Miami -Dade County, Florida. and followed by :ne expiration date may be displayed in adve:rising literature. If any portion of the NOA is displayed, then it shall tie :.cue in its ennrety. INSPECTION:.. copy of this entire NOA shall be provided to the user by the manufacturer or :LS distributors and :nail be available for inspection at the fob site at the request of the Building Official. This NOA revises NOA 102 - 4)702.04 aria acasists of this age 1 .veil as a orovai document mentioned above. The subriirred documentation - .vas reviewed lay Theodore Berman. P E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer dated 2 /9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark. P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036. dated 3 /14/03. signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test. per FBC. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per r13C, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14. 1998, signed and sealed by Gilbert Diamond, P.E. . 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 I-13C, 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 FI3C 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29. 1997. signed and sealed by Gilbert Diamond, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 PGT Industries E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP ", dated 5/22/03, expiring on 12/11/05. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window. approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03 -0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 76" - MAX. WINDOW HEIGHT 5 3/4" MAX. I -- 13" - --1 MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH ELEVATION O NOTES CONTINUED 4.) ANCHORS:MAX. 5 3/4" FROM EACH (CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: EEL -1889 & FTL -3739 8" MAX. AT M1G. RAIL 6 ' MAX. - 1.3 1/8" MAX 0.6. LARGE MISSILE IMPACT WINDOWS NOi L:�: 1.) GIAZING OPTIONS. A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) 01E5 OF 1/8" ANNEALED GLASS. D R. 5/16" (.350) LAMINATED GLASS CONSISTING or AN .090 PVB INNER LAYER BETWI (7) 1ITF.': or 1 /R" 14FAI SIRENG111FNTI) GLASS. c. 13/16" (.840) LAMI I.1; GLASS CONSISTING OT I/O" ITEAT STRENGTHENED GLASS. 3/8" AIR SI'ACE AND 5/16 LAMINATED GLASS (.090 PVB INNER !AYER • BETWEEN (1) LITE OF 1/8" ANNEALED GI ASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. '13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED .:LA55, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER PEIWFEN (2) L.ITFS or 1/8" IIEAT STRENGIIIFNED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: • SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) R. POSITIVE DESIGN LOADS BASH) ON WATER TEST PRESSURE (FTL -1889) AND CLASS TABLES ASTM E 1.300 98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) COMPARA TYPE: WINDOW WID1II 26.500 37. 000 53.125 Ai/k WINDOW HEIGH I 38.375 66.7 66.7 66.7 66.7 66.7 66.7 -80.0 -80.0 -80.0 - 80.0 -80.0 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 63.4 66.7 63.4 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 63.000 66.7 66.7 66.7 66.7 66.7 66.7 - 63.4 47.9 80.0 66.7 58.7 -80.0 -80.0 -80.0 76.000 66.7 66.7 66.7 -69.6 -80.0 -80.0 -47.9 57.2 66.7 68.7 48.3 -80.0 66.7 -58.7 54.5 FTL -188E Fi L -I80E FTL -3739 FT L -3735 -80.0 -80.0 -80.0 -57.2 -80.0 -76.1 -48.3 -80.0 ATIVE ANALYSIS TABLE: A. 5/16" LAMINATED (1/8 "A,.090,1/8 "A) Es. 5/16" LAMINATED (1/811S,.090,1/8"11S) G. 13/16" I.G., 1/8 "EIS, 3/8" SPACE, 5/16" LA MI (1/8 "A,.090,1/8 "HS) C?. 13/16"1.0., 1/0"1 IS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1 /8 "I IS) Rol nd Pr 039717 SI:,ctulnl 63.4 oo .: 10 11 01 6/3/03 03/26/03 C-AD6 13 FUT INDUSTRIES 1070 TEC1!NO 001' DRAT. NOKOMIS. 41. 39775 P.O. ROY. 1579 NOKOMIS, 0. 14774 8/18/98 -54.5 0 -ADO PASS TYPE & IAA 16 I.G. RMslenl: TB TABLE, EXTR. k,/Mpdwl: - - - -- Scala Shwn: S! 70! NTS� 1 5*. On1a: own D.B. 2/9/98 Onr.(plinn: ELLVA1/ON & NOTES ALUMINUM SINGLE IIUNG WINDOW 4040 R.v: 1/8" ANNEALED OR HEAT STRENTHENED --- GLASS .090 INIERUWER --- SAFLEX BY SOLUTIA OR DUPONT PVB — 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. I/O' ANNEALED OR — IlEAT STRENGTHENED GLASS 1/2" ,,,,,,m, r GLASS Birr: .. REFERENCE TEST REPORTS: FTL--1889 & FR-3739 / I 6" LAMINA] ED GLAZING DETAILS _ 1/2" NOM. GI ASS nii 13/16" LAMI I.G. GLAZING DETAILS - 1 /8" HEM STRENGTHENED GLASS — .090 souiriA DUPONT rvEl INNER LAYER 1/8 ANNEALED OR HEM STRENGTHENED GLASS - 16" LAMINATED L.. Rsbns 1.. (.s%. 06. 66 039712 Structural ITEM DESCRIPTION 1 FLANGED f RAMC HEAD Alun, 6 60 6 6 3 3-15 2 FL ANGLO FRAME SILL 0 3 LANGE° FRAME JAMB AI . 6063-15 4 1 E0 MEET NG PAIL (Alum. 606313 5 SASH TOP RAIL (Alum. 6 5 6 SASH BOTTOM PNL (Alum. 6 T snsit SIDE 11411. (Alum. 6083-153 6)2227 2 4054A 1 4006C I 612230 1 1122.11 2 8 " • )' — 113.T37i e 9 WEATHERSTRIP - VIIIYL 0111 13 6162471( 8 (1 per Glazing Dead) I 0 SILICON I2 3 1 6' .350 W/DUPONT I'vP INIERLAYER 11 5 16 1.351 W/SM LEX Elf SOLUTIA IN TER 2 2 13 .750 PHIL. FN. HD. 7658PFAA 14 EEP LATCI I 15 0 v .67.8 r'181. 11.1. 110, 16 WINOLOAQ ADAPTER jAlum. 6063-1 8 x .375 PIFIL. P.H. TEI< 13 WE' HER TRI - VINYL DUITIVI1S11 19 SASH TOP 5011.15. 20 SCREEN 21 BALANCE CfJVIR 22 BALANCE 23 W S1I', .220 .1 /0 nap( 1 113 24 5715i1 IA 171J1111 - r zi .500 Pik. FLU 26 SASH STOP crkkir71. 6063-15) 27 x 1.000 61111. 6.13, SMS 28 SEAM SEALER W1NOLOA0 ADAPIEF _PEA.511C) 30 GLAZING BEAD113/ I 1.G.) 606.3-15 31 ir/rd LAmi 1.0. CLASS (1,1)" VIS & 5 32 VSIP: .187 x BACK :1111:Z .33 EGRESS IA1E51 (OPTI0NAL,1 34 SPRING SILL LAICH (OP IlmtrALE 35 BALANCE ULTRA -LIFI. SASI lL5Ti3J > 3 71 LAMP GLASS (1/1 & 5 2 4029- 2 ZALDWELL 16 !AMI W/ 3/6' AIR SPACE) PGT 36 ) UTE_ 1./A A GIASS . LO UTE DE. TI5 sol.unA oft.DVP_oNLEMLUBERJAYER____ INDIJSII RIES 1070 rrcultnifyre onm-. tioxomis. 11. 75 P.'. pox 1529 tiovcr,ss. 11. ,v4 2 74 1PG 1 1. P . 0. 2 (to attach Bolonces to Jambs) AOUA FAS1ENERS « 1 1 .5 from end of vent lop roil) MINIATURE DIE CASTING 2 11 width is 42' 78511WW 2 Sweep I Screws MERCHANTS FASTENER when using 2 Sweee La(cheA 0 frame ambs 30 from bon ALUMAX Windlood Adapter Screws) MERCHANTS FASTENER 1 a Vent Bottom Roil) TEAM PLASTICS 2 1 per each balance) MASTER 1001 VINYL TECHPCT I per each a °nee cAL 2 1 0 eoch frame jam 71067 1.7.1;11amb. 23 1235 3( O vent iambs vent op _771.11 5 Ct f-Tr 2 0 to of eoch frame iamb sash face t_ e _l screws) n . 652z...i exinrA Frame & Vent Assy. screws MERCHANTS FASTENER SCHNEE/MOREHEAD 6 65 1 /;1 c 5 t ,W (_0 frame iambs 30" from bot.) PROTOTYPE 47 06 16 EFT3KCFC 1..AMI W 3/8 AIR SPACE) PG1 15.2..Y/_.Q.9.Q.5Qt.S21.14_.OTLELLMIL.15 logg 1 (a MEEIING RAIL SCHLEGEL OR EOUIV PRODUCT REVISED ss tosspIjiq of* dr ?MI6 addles Ode Aoreepeseeo 1140relleetbee 6/3/ VA r. 03/26/03 r. . N87,8 0.6. °2 9J9 1111, OTY. / LOCATION VENDOR 1 ALUMAX ALUMAX ALUMAX INDALEX INDALEX ALUMAX AELIVAR ALUMAX TEAM PL 1561 CORNING 0-ADO CLASS TYPE ITEM 36 somv C-AOD l30-135 Reviecnr 107 11/01 TB, TABLE, EX TR. PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE I ((INC WINDOW str-- 70 1 scot, IVIost: NIS 2 the N.. 4040 VENDOR # AY-12225 AF- 12226 AF- 12227 64054A 64006 AF- 12230 Ar- 22 Ar- 34V 899 PGT.2 1 4.55 AF - 12236 1P-249 STAVE 675160 AF -12244 SM5504 WC996 1207 64067 610600 4115 -- 2sPRNG Pow 76.000 MAX. HEIGHT .737 INACTIVE A EXTERIOR I ROUGH OPENING -- 2.784 -- -- 2.784 ROUGH 'oPErsa; .500 - 0' 34.500 DAYLIGHT OPENING ACTIVE 2.330 34.500 DAYLIGHT OPENING VERTICAL SECTION INTERIOR REFERENCE TEST REPORTS: FTL - 1889 & FTL-- 3739 CO OPTIONAL Roh,r1 I Clad P E PF 3l7 I7 Slyuctural --- 53.125 MAX. wio 49.6'25 DAYLIGIII OPENING - 18.253 DAY( IGITT OPENING HORIZONTAL SECTION INDUSTRIES 070 TECMot.nr: nruvr NOKOMIS. 1 34770 P.O. BOX 1529 NOKOMIS. N. 34274 I7/ 6/3/03 Dee: F. K 03/26/03 76 Oolc 16 1/01 D /n 8/18/98 7S7,77 TF --- Dole: 0.13. 2/9/98 D.AcArtlen: SECTIONS • •.• 0-ADD PASS T1' 11771 RerIslenr C-ADD 130-135 P.vlOoniK 7B. TABLE. EXTR. PovIsInn.. 2.710 ROUG11 OPEW1NO ALUMINUM SINGLE HUNG WINDOW S. Scot.: I Sheet: r.”Vtle. 511- 70 1 NTS .3 a 5 4040 et Ro .737 [ 1.187 -~� `� F - _ .062 �� ALUM � 6063 —1 ~ �-- 2.274 | 7 . T ^ 062 1.707 2.784 0 ALUM. 6063HS /.4a1 .490 � � II nsz - J | � �»« -_ � �_ ® xLUW. 5063-15 REFERENCE TEST REPORTS: FM-- 1889 & rTL—J7J9 1.019 ALUM. 506J .062 - �� ---| .6su I i r zno� --' --- Al 11A4. onnJ-Ts --| 1.165 L- / k c_-» -~ --� o6z --~— ' 1.348 4 I 3 -^| /~- 0 ALUM. 6063-15 � PE 039712 Structural 2.710 / nxo- 1.023 ALUM. 6063 - T5 8 !NM: RIES . 275 r.o. BOX 'mw "m"°, n 34774 �� ALUM. G053—r5 �x�/ ALUM. 6053—T5 "� "� � � '^� *� o-NO cvx THIS en i;; =_ m*xv/ v3n _ mm ' oua/mm*o 56› Ooter "~ /yt/ °^ � auc cxn� ��' Po~sio^~ «" 8.1,8/98 n=� � V.B. 2/9/98 m °* , ~` EXTRUSIONS = ALUM. 606311S-T51 ALUMINUM SINGLE HUNG WINDOW �� =* "—+ ~ 0 1 x WOOD BUCK 1/4" TAPCON TYP. HEAD TYP. SILL r - .250 t MAX. 1.500 2 x WOOD RUCK /12 PANHEAD REFERENCE TEST REPORTS: FT1.---1889 & FIL -3739 TYP. HEAD TYP. SILL #12 PAM IPA() [ .250 MAX. 1.500 2 x WOOD BUCK 7 1/4" TAPCON 1.350 .250 MAX ■":3 Robert I.. Mort% P.E PE 43971? Sbuotorwl r: MAX. YP. JAMB 7. INDUSTRIES 1070 TECHNOLORY ORM: MIROIATS. 71 34275 P.O. BOX 1529 IOROADS, 11 34274 1 x WOOD RUCK F. Devorfpfinn: #12 PANHEAD 0.1.: Rrvis■onc 6/3/03 0—NO CHG THIS SHT Deb, 1?..I.kcor 03/26/03 C—NO CHG THIS SHT. Dote: 10/11/07 18/08 2/9/98 ANCHORAGE .250 MAX. Revisions: TB, TABLE, EXTR. 17.4.:ems: TYP. JAMB 4' 41. Taw ALUMINUM SINGLE HUNG WINDOW Serfol/Ifndel Scot, Shoot: nrocfn. 4. SH-701 I NTS I 5 a 5 4040 2 x W000 RUCK MIAM1.OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 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 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 Division (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 :-e accented :tanner, ;.he 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 revoke t his 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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. - MJSSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bea --permanent label with the manufacturer's name or logo, city, stax and . following statement: Mi m C� : -oduct C i a. -1:�.. Ji:i a..i:0i _Approved", '.a otherwise .Se i10:.°.0 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 :vOA will occur after the expiration date or if there has been a revision or change iiithe` • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product. or sah' ? iver'is n' or any other pt.tn`- "- ; hall : ' -' '" -'ca', ._, P.� -° .,.... (`... • - -- - �?)1`! 1, _ecty c..ras , \OA shall ne ,use �rrina on and removai of `BOA. 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 # 99 -0204.03 and. consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0305.01 Expiration Dates Maa2 Approval Date: June DESIGN PRESSURE RATING: -75 P.S.F 1 P S.F. GLASS TYPE A ORB DETERMINATION (SEE NOTE 1) WINDOW WIDTH ___ WINDOW HEIGHT 26 000 38.375 44.000 50.625 63.000 26.500 A A A A A i 37.000 A A A A A 44.000 A A A A 8 [ 53.125 A A A 8 8 B , 63.000 0 8 8 8 [ 74.000 A 13 8 0 B IAI2GL lylIsSil f IMPACT WINDOWS 1. GLAZING OPTIONS: Also SEE TABLE BELOW AND ( i 5/16" (.350) LAMINATED USING MONSANTO DUPONT W/ BUTACITE INIFRI AYER BETWEEN A. 1/8 ANNEALED CLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: X0 or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED P:d TABLES ASTM E 1300-98. 8. POSITIVE DESIGN LOADS BASED ON WATER IL '.1 TABLES ASTM E 1300-98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCAL/. 6 }WAD & SILL MAX. 6' FROM CORNERS. MAX. 4 & 8" ON EACH SIDE OF MEETING RA:i MAX. 15" SPACING. .JAMBS; MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6. REFERENCE TEST REPORT: FTL-1969 3" MAX HEIGHT 58 /4" MAX FIXED LITE DAYLIGHT — OPENING 0 ELEVATION SEE NC!: 611 -.Lag; 1)1 IAIL 5 SI IL 2 L X FWD 00 ) L 1 ES OF: & GLASS PRESSURE & GI ASS FOLLOWS & Pik 411 'ENT ERLINE. 74" MAX WIDTH 33 5/8" MAX 33 MAX — DAYLIGHT — l.. ;; IT - OPENING f. . 146 8" MAX m 4" mATE 7jI i4Li „, , MEETING RAIL 3. 57” MAX . 1 Dt.YLIG111 01;ENING I FI ANCE FRAME .AMI) (Alum. 606.1• 11,1 2 FIXED MEETING GAIL Al (lm. 6063.- P. 3 SASH MEETING RAIL Plum. 6063 4 SASII SIDE RAIL (Alum. 606.3 1 5 GLAZING BEAD (•'■ Juin. 6063 8 6 WINDLOAD ADAPTER (Alum. 6063-T5) 7 FL ANGE FRAME HEAD t Alum. 6063 • 75) 8 FLANGE FRAME SILLIAlum. 6063-•151 612238 9 fRAMESILL_ADAPTER Alum. 6063 -15) 612239 10 SASH TOP/BOT. RAIL. Alum. 6063- T5) 612240 11 SCREEN RETAINER Alum. 6063-T51 6532377 5 16 .350 LAMINATED USING L) 1/8 ANNEALED GLASS 13 5/16" .350 LAMINATED USING 121 1/8" HEAT STRENGTHENED GI ASS 14 ANTI-LIFT CHANNEL. Alum. 6063 15 10 x 1.000 Ph. FI. SMS 16 6 x 1.000 PH. PAN SMS 17 WEATFIERSTRIP TITIN WALL BULB VINYL 18 8 x .500 P141. FI SMS 19 x 1.000 P1111. P.H. SMS 781P0A 20 SWEEP LATCH 71096 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER 110USINC 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26_ SILICON 27 WEATHERSTRIP P611.13 VINYL SCI•111110N V.1. 612225 312228 612229 612230 6534571 612236 612237 2 1 OTY./I C.,CA I IUN TEa_ midspou of (mine s,1!) 1 2 612244 1 0 midspan of ven() At UMAX 710X1 4 Windload Adapter screws) FASTEC 76X 1 PPA 2 for anti-Lift channel) MERCHANTS FASTENER . 6TP247 TEAM PLASTICS 7856A 2 Sweep Latch screws MERCHANTS FASTENER when using 2 Sweep 1.)tche 22 Frame/Vent assy. screws MERCHANTS FASTENER 1 11. from ends-vent mtg. rail MINIATURE DIE CASTING PGT.214.XX 2 if height is >-- 42 _ 10250 3 1 Ornidspon/21 from el) MASTER TOOL 7 70251 3 1 Omidsponr2 1/4' from ends MASTER TOOL 7-M10-251 2 0 eo. end of vent toji rail) MASTER TOOL 7BRWH12 4 2 per Roller Housing) ,._ VINYL-TECH/P.C.T. 61062W 2 Ovent to ibot rails & mtg. rail) SCHLEGEL CORP. 62899 DOW CORNING 6TP249 1 Xi! vent jumb roil) TEAM PLASTICS er Glazinc l0/9 ILCIIIJOLOGY DRIVE 110x0M,S, FL .342)5 Ratan L. (.laik. ELL i..o. eux 1529 I'E 539712 NOnUMIS. 1 14 274 —.511 iC en14-• brown Or 0.8. Ma: T/5/oi Dole: 1/29/99 2/ ALUMAX ALUMAX AL UMAX ALUMAX • ALUMAX Al. UMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX RaviA ion,: UPDATE FOR RENEWAL Nos C--NO CHC THIS stir VENDOR VENDOR # AF- 12225 AF- 12228 AF-12229 AF-12230 AF- 534571 AF- 12236 AF,-12237 AF- 12238 AF AE-12240 AF-532377 AF-12244 TP-247 70312 FS7826-187 899 TP-249 NEVISED as maplyIag 1.1114 deo florid. thddlag Cade Accepts.. filo Explrallas DoscrIplion: OX ELEVAilL)N & B.O.M. (LG. MISSILE) ALLIA,11NUM HORIZONTAL SLIDING WINDOW Shoot Domino No. tf HS-710 NTS 1 a 4 4112 .. • EXTFRIOR ROI OPEN9::: 'r MAX. HEIGHT MAX. FIXED LIIE DAYLIGHT OPENING ROUGH OPENING — 2./10 — MAX. VEN1 DAYLIGII I OPENING 2.094 1 .500 l<011:41 OPLI 40 11 784 .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W/BUTAC.TE) VERTICAL SFCTION • /8" AliNEALEU GLASS – MAX UAYLIGI II UPC( liNG 1/8 ANNLALLU GLASS – – Robert L. Clark. P.E. PE 939712 Suuctural-- - MAX. WID I II C3) Revisions. ADD GLASS DETAIL C—NO CIIC TIIIS SII — 2.643 — TAl SECTION 1/2" GLASS UNE 4/vs, ip INDUSTRIES 1070 1 ECI It1OLOGY OINVL NOKOMIS. FL 3427 P.O. 00X 1529 NOKOMIS. FL 34274 f,xTERior3 MAX. DAYLIGIN OPENING I/O HEAT STRENG MENU) GLASS .09U II/ I ERLAYER (MOtiSANTO SAFLEX Ok DUPONT W/BU fACITE) 7/tr I lEAT S1 ItLIIG I ilENED GLASS GI Azill(; Lit InAL;: ti" L 350) I ,ALINATED c;1 rg Dote. F.K. 11 01 gTo 5722/02 Drown Dr Do D.B. 2 76 98 TIME .705 2.784 ROUGH OPENING .500 1/2" GLASS BITE SECTIONS & GLAZING DETAIL ALUMINUM HORIZONTAL SLIDING WINDOW Scol. Sheet: Drawing No. H5-710 NTS 2 a 4 4 1 1 2 • 4.• ■•• APPROVED WOOD BUCK • 3/18' OR 1/4" TAPCON w/ #12 HO (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 340" OR 1/4" TAPCQQJw/ #12 HD (SEE NOTE 1) LYRICAL SILL SECTION TRATE ANCHORING 1 1/4' MIN. 1/4" MAX.] • SHIM � l/4" MAX SHIM 1 1/4 MIN. APPROVED 2x WOOD BUCK 110 WOOD SCREW — 1YPICAI. SILL SECTION WOOD ANCHO$ING ' �S i 1: APPROVED 2x .W000 BUCK 1/4" MAX,, SHIM #10 W000 SCREW TYPICAL HEAD SECTION WOOD ANCHORING } 1 1/4' MIN. 1 1/4' MIN. 1 3/10•• OR 1/4" TAPCON W/ #I2 HO (SEE NOTE 1) 1/4" MAX. SH IM 1/4• MAX. SIIIM - -'— APPROVED_ APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1070 1ECIINOLOGY DRIVE NOKOMIS. Fl. 34275 Rubcrl L. Clut k. C13. P.O. uDx 1528 Pk Y3971 ItOKOM6S. FL 34274 -1 1/4" MIN. 1/4" MAX. SHIM #10 WOOD SCREW 2x WOOD BUCK NOTES: 1. USE ONLY MIAMI DADE COUNTY APPROVED CLCO OR 111 fAPCONS. 2. REFERENCE ICST REPORT: FfL- -1969 R... D7< ot.: K D !1/5/01 F. %22/02 Dawn By: Oat.: 0.8. 2/16/98 D...iptbn: ANCHORAGE k.d.lom: !IPOATED F1X TAPCON DESIC. IYP1CAL JAMB SECTION WOOD ANCHORING 1 1/4" MIN. VRODOCr REVISED .. co..plyl.i with tV il.rNo D.wI.s C.a. a Ii . Dole eu+ • •rsrlu. 02 nu.: ALUMINUM HORIZONTAL SLIDING WINDOW Shoat Drawing No. HS -710 NTS 3 a 4 4112 REFEREN 1 .Q§7 „... • k80/16" GLAZING BEAD t 2784 , • F.- .705 — .062 k .737 FLANGE FRAME JAMB 6063—T5 ALUM. .678 ® FRAME SILL ADAPTER 6063-T5 ALUM. PT REPORT: FTL- 1969 1.187 4. • 1 spf. ivto ,• - .062; —-1.403 FIXED MEETING RAIL 6063 ALUM. .062 .723; .688 —*-1 • ;. WIND LOAD ADAIIER 6063-T5 ALyt ir - .061a 1.183 1.349 — CI SASH TOP & BOTTOM RAIL 6063-T5 ALUM. 1.373 1 RANGE FRAME HEAD 6063-T5 ALUM. .062 1 1.187 JI 1.081 0 SASH MEETING RAIL 6063-15 ALUM. /lobar( 1. Clark, P.E. 039712 -Suawitual .062 1 --- 11 j L273 2.710 ilo/U If CHNOLOGY OHNE tIOK01.115. FL 34275 KO. 04.1X 152g tiUKOL41S, FL 34274 - • - TUNA .062 lf 1.349 1 .970 1.291 SASH SIDE RAIL 6063-T5 ALUM. .062 • 1.122 T - 1—. 2.710 —•-1 ® FLANGE FRAME SILL 6063--T5 ALUM. Rovd Bs Dot.: to DC. V22/02 C— NO MG MIS 5HT av•n b.f. oat. F. K. 11/2/01 D.A.-Odom EXTRUSION PROFILES 2.094 ntooucT armor r ia"e let. ""4*c l:: 166. nu"' Eapint ALUMINUM HORIZONTAL SLIDING WINDOW Drovelng H. NTS 4 a 4 . 4 1 1 Z „+. . , ...;K:Nif, ..':"J `...- ,..,:, k• '‘ ..,li .'1, ”' t:,; ' '7■Z' '4: Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address 'de /` f j✓A/ /Q► L e Registered Architect and /or Engineer �yer»l r4 s f / 7 111/1 ,f ir /19i; /Name and address of licensed contractor Location and legal description of lot to be built on: y Q Block / 2 Subdivision I ✓C7/ /" ,-- Street and Number where work is to be done / Q A14. Jp—es $j State work to be done and purpose of building (by floors), state exterior colors (submit samples) r 11� 'FP as pi / S j r e dN r O T if ehd 6 4.6./.o n and for no other purpose. New Building Remodeling Addition Repairs To be constructed of Kind of foundation Roof Covering (estimated lbtal cost of improvements S S , Amount of Permit $ C57 `--' Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors. on work to be performed under this permit. as are licensed by Miami Shores Village. �j/ /�/ Remarks (Signed) / C.�'�� STATE OF FLORIDA COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the fo going plication, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Disapproved is ;onedl LUCKY COLE Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 883 -6108 Date � FO Read, Sworn to and Subscribed before me. Date Date � 19 Si. No. 970 Street/V J fro J/ /1 3.2D D/` P Notary Public, State of Florida No of Stories 5;31 33/ �(� My Commission Expires IARD DATE I Member I Member I Member I Date Disapproved Date I or changes to this application after approval has been obtained from the Planning Board. l ection is made necessary by improper notice for inspection or faulty materials andior workmanship.