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WS-06-1134\z400 4 . ao iami Shores Village C` t . 0 Building Department MAY o. 2006 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Permit No. Master Permit No. V136-10 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) &&1 j .SJ4.414, 0, 2h6ue'e; Phone # (c:3C) 7/p - zae >- Owner's Address 2 e? Ale 99 t°'T,e6w City Ai/4w/ swis ! giAiestate F%-. Zip 34/30 Tenant/Lessee Name N/4 Phone # Job Address (where the work is being done) 26' rt)L rt Q 6i City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip 3 3 /38 Contractor's Company Name LQtl2 Po .174/ /ae°Z tea` c.dfl Phone #(3 o 4',i 2 - 2 %9 Contractor's Address SO csi�, 8 ~ Or�e�a - Ica /%e 2292 City ,<7'/ �n ,�.re't� //�� State FL . Zip ,�3 /.36 Qualifier ieez £ /ZO��Gae State Certificate or Registration No. G 4C. tuo // ea Certificate of Competency No. Architect/Engineer's Name (if applicable) 'd[.y -oA/.S t42 f / U4C• Phone # �'7I pp, --66 d'e• $ Value of Work For this Permit/Z-oo.. w Square Footage Of Work: .v /4, Type of Work: DAddition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: 2t/c. oi-vd --Jae/1079w ca<ve/'B +/ u1.0/.4'z ' n c75-i .y t�irca .n.s aft ewe hsoei raz . d /-% 0/20 .t..) .41 5 Submittal Fee $ Notary $ Scanning 40 Permit Fee $ 1;/vO 1•■ - Training/Education Fee $ 0 - C g $ d(J , c Radon $ Zoning CCF $ 3 00 CO /CC e Technology Fee $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ i . 00 on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address 4fi City State Zip a/ Mo e fi(i licable) .ir/ 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 a.proved and a reinspection fee will be charged. Signature Owner gent The foregoing instrument was acknowledged before me this t e' day of20VAD,by i who i s r p p y k al to Iae or who has produced As cation and who did take an oath. NOTARY PUB RO PEREDA E OF FLORIDA MMISSION fit DD374056 C JoI EXPIRES 11 /21/2008 Print: 1.414 My Commission Exp * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature . Contractor The foregoing instrument was acknowledged before me this /4 day of , 20 , by who is p rsan y lcnoy i to ue or who has produced as identification and who did take an oath. NOTARY PUBLIC: RO PE EDA F FLORIDA Print: , ®; �' C My Comings` ortExpire§o4 E�DD374056 E. 112,,1 /2008 C H 4888- NOTARY1 ******** * * * ** **** * * * ** * ** * ***** **** * * *. * ** * *** * *** * * **** * * * * * * * * * * * * * * ** * * * * * * * ** ** ******* ******* * * * * ** * * * ** *** *** * * *** ** ** *** ** '; ,- Plans Examiner Y �O fo Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, WS Solo-113+ TAX FOLIO NO. 113,2.0r00l3 -5410 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives 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 111111 11111 11111 11111 11111 11111 11111 1111 1111 +E !F N 2006805788 8 OR Bk 24569 Ps 27261 (fps) RECORDED 05/26/2006 10 :18:06 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1 1. Legal description of property and street/address: 2)09 Ni5 99 547-4,2.a.4 li7iarry Si ores, Fr. 33138 ,Lots ,.o ,33 2. Description of improvement: toinobcZ rcQ . /a,C.e,,zer,J,S 3. Owner(s) name and address: gokea2-*) oriel c ite Anne Z : r.1.a� Interest in property: /t90 /° Name and address of fee simple titleholder: Sit: 4. Contractor's name and address: L 27 22.7adri t4.f 8o -s&o*34.14s 'tomz 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: /4 Amount of bond $ 6. Lender's name and address: 3441* £L/c/ X815' /.40 )'dorm;, �G 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: CTt4t. - 72. ae dv ufbe Co a Ocea» 7 vd. ..1 deacy R.. 664,02-PS7 eekrheaciete. a Is 14 331 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: /401' 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe • •te is e of Owner �_--- Print Owner's Name 5altie. ,P nne 'P)ctie.tgtLez- Sworn to and subscribed before me this AS day of Notary ublic Print N s Name .4-4e" 1tFT My commission expires: )tJyi. ,y.,i% • ?pt: •fn0 ;.#. 123.01 -52 PAGE 4 10/04 2000. PEREDA EXPIRES 11/21/2008 BONDED THRU 1- 888- NOTARY1 Prepared by e'AMnefl11 Address: 2.4347 NE otQ S'i'. tit 19noizes,, ft, 35132 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true rc,py of the origi a1 filed if office on day of -,,,/C) i . z cc 7 7 - -,44, , Hi AA/ w 5/-/41 Ef j ,CL 3 3/3� Hvttiox15 CCLCoL,4T /ON: w/N Dow /I? osr c2 / •r , c,4 L DPs #441.3 /sF — 5* Ps F 5P,AAl (5!-9")- 9 = 5i c v /25x5•x.. �.25'1A/ 3 `T�1 BvT1 ,4ia1f4 4.9 x 5,0 7/1 2. 53 -C l� 12.25 wc---.0)..---1‘• .4- • •• • • • •• •• • •. . • ••. •• • • •. ••• • • • •• 4• •..... • .• ... • • • •. •• • • • • • • • • ••••• • • • • • • • • •. • • ••• • • • • • • • •• ••• •• • • • • • ••••••• Lo rt � /_ P> 4 4/o oz Z ©� r1A010 €A Y) 12.25 -1" 5 11 = 4 At a /4 •A 7 8 7 P.A.:/ 4../6o a PA:, X. 1.3 3 DooR Q 6EcTio7I 1'2"x 5 4 Df, -A-4-q. 5 PSF — 5 3. 6P4,I 7:2 ib tiTA .7 A:/4- M*WJ2= /x5'3.9 X1 (7.11 x5°44 =19.11"Z 53? 'N = 6236 it..11f /:Li_:L:;;.. 6P6. x l2- 5 Z5 31 P ,tom < I.5-0 0 x /• 33 �. .� 3 e 7 1p)M@MIIVM1 IA ins 2006 Y BY:: _ 3 ZaD. FoV cp,..3 511510(0 • 717 PONCE DE LEON BLVD., SUITE 335 CORAL GABLES, FL 33134 Copyright 2000 by Tondelli Engineering, F.A. Tampa, Florida MTOMER : Mr.Roberto Rodriguez JOB NUMBER : DESCRIPTION : 269 NE 99 th Street Miami Shores, FL 33138 BIND VELOCITY = !XPOSURE CATEGORY = 3UILDING CATEGORY = EMPORTANCE FACTOR = Czt = 2OOF SLOPE 'RIBUTARY AREA SEAN ROOF HEIGHT )ISTANCE, Z DATE : 4/23/2006 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * * * COMPONENTS AND CLADDING * * * (I'JDoi/V5) 146 MPH C 2 1.00 1.00 = 0.00 : 12 = 22.5 FT2 = 18.0 FT = 7.0 FT ►v Ic 54- 32¢0 _. 22,5 #1. /44 Op, +493 PPF _ 53.6 Psi (.00 DEG) Kh = 0.882 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.844 0.844 GCp ( -) -0.934 -1.148 PRESSURE (psf) I 49.3 49.3 SUCTION (psf) -53.6 I -63.9 a 4 •• • • • • • ••• • • •. •. •. • • • • • • • • • • • •• • • • • • •• • qh = 48.1 PSF qz MAY 0 1 2006 Cf WSO -1134 • P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 26.0 FT b CORNER DISTANCE, a = 3.0 FT • • • •• ••• ••. • • • • • • • . .• ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • • ••• • • • • • • • • • •• •• • • MIAMIDDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) WO(-11?- MAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Ratan Mahogany Millwork, Inc. 2525 SW 3'1 Avenue Miami, Fl 33129 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: Roatan Mahogany Fixed Window APPROVAL DOCUMENT: Drawing No. 02- 5521R1, titled "Mahogany Fixed Windows ", sheets 1 through 4, prepared, signed and sealed by Pedro De Figueiredo, P.E., dated 6/28 /02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 ", 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 a at the r q .est Qf file tiuil‘iing Official. This NOA consists of this page 1 as well as apprroyal aacunlIntvOnQodedabove. The submitted documentation was reviewed by'fheodarepgrIDra$, • • • • • NOA No 02 -0510.05 • • • • • • • • • • • • • tapiration Date: August 8, 2007 • • • • • • • • • • • • • • • • • approval Date: August 8, 2002 •. • • • �• • •�• ••• • Pagel • ••• • • • • ••• • • • • • • • • • 0 • • • • ••• • • • • • • • • •• • • • • • •• •• ••• ••• • • ••• . • • • •••••• • • •• • • • 1.111 • • •••••• • • 000000 •• • DESIGNED PRESSURE RATING Pd= t 75 PSF MAXIMUM FRAME SIZES FINISHED WIDTH: FW= 39 1/2' FINISHED HEIGHT: FH= 123" • • 4 •4 MAXIMUM CLADDING SIZES 1/2' GLASLAM SAFETY —PLUS IMPACT GLASS DLO: 25 3/4" X 103 1/2" • M /2" MAHOGANY SOLID WOOD PANEL • • DLO :•25 SA" X 103 1/2" • • • •••• • • •••. • • • • • • • • • • •• •• • • •••• • • •••• • • FW DPW -- DLO- TYPE 1 SQUARE CONFIGURATION TYPICAL ELEVATIONS FW DPW --DLO— TYPE 2 1/2 ARCH CONFIGURATION FW DPW - --DLO-- 0 -J TYPE 3 FW DPW �DLO� E 1(a::111121111/.i4 ;•:Ft4 1W:IMMIMI344 C1 0 1 BOTTOM RAIL a MAHOGANY WOOD D1 B1 TOP RAIL L STILES a 1 0 1 1 D3 TYPE 4 FULL ARCH CONFIGURATION UTE WITH PANEL CONFIGURATION •••• ••:•. GENERAL NQT'E•&••• 1� DEEJ ITION THi1iDR8IUST IS A FIXED MAHOGANY WINDOW) OftWEReCUNTRUCTED AND ERECTED TO ENCLOSE AN AREA. PR[Rt6DING PROTECTlDNJ 44N RICA E FORCE WINDS WITHIN THE ALLOWABLE BEST S AND LIMITATIONS STATED En *MI VENAL • 2- GU11FJ•THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. HIGH VELOCITY ZONES. 3- POSTING) A PERMANENT LEGIBLE DECAL SWILL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING 'ROATAN MAHOGANY MILLWORK INC. - MIAMI - FLORIDA LARGE MISSILE IMPACT RESISTANT ROATAN FIXED WINDOW DADE COUNTY APPROVED' 4- LOAM DESIGNED LOAD BASED ON THE ASCE 7 -98. LOADS TO BE PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESICNEED PRESSURE MUST NOT EXCEED THE ALLOWABLE DESIGNED PRESSURE RATING. 5- MATERIAU ALL WOUD MATERIAL TO DE FABRICATED FROM KILN DRIED MA4C6ANY. 6- FASTENER& ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL 7- USE' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING 7.1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED 10,WINDLOADS, LOCAL COIF REIUIREIINTS. DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 0- DISCLAIMERS ENGCO INC. HAS NO CONTROL IN THE MANUFACTURING AND/OR PERFORMANCE OF THIS PRODUCT. THESE GENERIC PLANS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. BILL OF MATERIALS 1(a::111121111/.i4 ;•:Ft4 1W:IMMIMI344 :.''4 D1 BOTTOM RAIL 2.25,x 10' MAHOGANY WOOD D2 TOP RAIL L STILES 2.25'X 4.75' MAOGNIY WOOD D3 EXTERIOR MOULDING 1.50'X 1.25' MAHOGANY WOOD D4 INTERIOR MOULDING 1.50'X 1.375' MAHOGANY WOOD D5 MID RAIL 2.25'X 6.25' MAHOGANY WOOD GL1 IMPACT GLASS 1/2' ANNEAL 1OA 900-0524.06 OL2 SOLID PANEL 1.75' THICK MAHOGANY WOOD Fl JAMB AND HEADER 1.75'4450' MAHOGANY WOOD F2 SILL 1.975'X6.50' MAHOGANY WOOD GI BOTTOM RAIL GASKET 2. 25'X0.5' P0640 WOODS VINYL G2 FRAME SEAL 0.65'X0.58' SCHEGEL IDS 650 MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY FIXED WINDOWS Engineering: IngetC1 3nr. CA 9116 6971 W. Sundae Blvd. 104 Plantation. FI. 33313 T•I.: (954) 585 -0304 JUN. 200Z Engineer SKWW Pedro De Flgu•Iredo PE 92609 Date: 06/24/02 Scala: NA Design by: PPMF Revision: Drawing Number 02-521R1 Sheet 1 of 4 FRAME WIDTH (FW OPTION 1 • PRI WITH MAXIMJM 1/4' PT WOOD SHIM • • WV' TAPCONS•HY Efl.LTI WITH 1 1/2' MIN. EMBEDMENT INTO• fJ20 g51 CONCRETE • • •••• • • • • • • • • •• • • • • ••.•2x PT BUM" •• • •BY OTHLS,• • •••• FRAME WIDTH CFW) • • •• 1••• • • • ••• • I. • EXISTING STRUCTURE •••• • • ••• • MAX. OPTION 3 FRAM WITH MAXIMUM 1/4' PT WOOD SHIM AND 2'X PT CONT. WOOD BUCK BY OTHERS 414 SS WOOD SCREWS WITH 1 1/2' MIN. EMBEDMENT INTO WOOD CSG =.50) TYPICAL ANCHORAGE LAY -OUT FRAME WIDTH CFW) OPTION 2 FRAME VITH MAXIMUM 1/4' PT WOOD SHIM AND 1'X PT CONT. WOOD SPACER 1/4' TAPCONS BY ELCO WITH 1 1/2' MIN EMBEDMENT INTO 3320 PSI CONCRETE FRAME WIDTH 1/4' (FW) nnx. 1/8' Min. OPTION 4 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM 1/4' -20 HVH DRILFLEX SELF DRILLING SCREWS INTO MIN. 1/8' A36 STEEL 9i 10 10 9i 91. �,-+ -- I 1 y9 w � \\O o -- 4 1 ---- I- f— H- .D .a n �D .o _ 1 .i__. —[ I f I 3I I r' T- I I 9 10 10 9 9a 10 10 9 9i 10 10 9i MAX 10' DC TYPICAL CORNER FRAMING CONSTRUCTION TYPICAL WINDOW CORNER CONSTRUCTION TYPICAL WORMY CORNER ASSET'S!. NESTTSE AND TEICN Chen Bad VV25 stun applied 1 corner connection NOTE, APTER FRANIND ASSEMBLAUE ALL .MINTS ARE TO 8E SEALED WITH DOW 995 SILICONE. FRAME AND WINDOW ASSEMBLY MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 658 -0053 PRODUCT: MAHOGANY FIXED WINDOWS Engin•ering: 3EngQ o glnr. CA 5116 6971 W. Sunda' Blvd. 104 Plantation. Fl. 33313 Tel.: (954) 585 -0304 JUN 2 8 200? Engineer Sad Pedro D. Ftgu•Ired• PE 52509 Date: 08/24/02 Scale: 1:1/4 & 3/8 Design by: PPMF Revision: Drawing Number 02 -521 R1 Sheet 2 of 4 • • • • •• • • • • • • •0000• • •• SEE SHEET 2 OF 4 FOR ANCHORAGE DETAILS DOW CORNING 995 PERIMETER SILICONE FIJ G2 D2 D4 • •• • •, • •We • •�•• • • •V.1•• • GLl OR ❑ GL2 • D4 • • • •• • •:K••i SASH PARTS 01 BOTTOM RAIL • • • • • • • • .• •:2)1 • 0 •.e • •••• • • •• • LMADE OF THREE MAHOGANY PLIES D2 STILES AND TOP RAIL 2.250 MADE OF THREE MAHOGANY PLIES 0 v D5 MID RAIL `MADE OF THREE MAHOGANY PLIES N CLADDING GLI- 1/2' GLASLAM SAFETY -PLUS LAMINATED CLEAR GLAZING MATERIAL NOA 00 -0524. 06 .060' SAFETY -PLUS POLYESTER 3/16' ANNEAL GLASS GI PET FILM 1' OVERSIZED ALL PERIMETER .060' SAFETY -PLUS POLYESTER 3/16' ANNEAL GLASS GL2- 1 3/4' SOLID MAHOGANY PANEL PANEL SIZE 0 0 1.750 FRAME PARTS -1 1.000 h-1.500 1,500 1.500-1 1.000 n 2.625 6.500 Fl- JAMBS AND HEADER 2.563 3.875 6.500 1.438- 2.500 -� 1.000 -- 1.500- -} 1.500 1.500 1.000 F2- THRESHOLD 1.250 10.875 1 0 c 133 EXTERIOR 0.570 MOULDING 1.325 0.950 t 0.620 D4 INTERIOR MOULDING GASKETS 2.25' G1 BOTTOM RAIL GASKET PEMKO YBODS .65 G2 ODS 650 SCHLEGEL WEATHERSTRIP r e'er ineriSeeddiowMa asts MAN weed J. 01 MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 T•L: (305) 858 -0053 PRODUCT: MAHOGANY FIXED WINDOWS Engineering: IEngilo 31nr. CA e116 8971 W. Sunrise Blvd. 104 Plantation, Fi. 33313 Tel.: (954) 585 -0304 JUN 2 8 2007 Engineer Seal Pedro De Figuelredo PE 52609 Date: 06/24/02 Scab.: 1:1/2 Design by: PPMF Revision: Drawing Number 02 -521 R1 Sheet 4 of 4 J. EDUARDO GONZALEZ, P.E., INC. 717 PONCE DE LEON BLVD., SUITE 335 CORAL GABLES, FL 33134 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Mr. Roberto Rodriguez JOB NUMBER : DESCRIPTION : 269 NE 99 th Street, Miami Shores, FL 33138 * ** DATE : 4/23/2006 DESIGN WIND LOADS - ASCE 7 -98 * ** pd C S COMPONENTS AND CLADDING * ** * * * WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z = 0.00 : 12 = 21.0 FT2 = 18.0 FT = 7.0 FT (.00 DEG) 7/��•� (4) 5-20 x 6 ,ou vY /TRANsd/ e 8 ,� DP= -f t95" P5 S3.9 Pj Kh = 0.882 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.849 0.849 GCp ( -) -0.939 -1.158 PRESSURE (psf) 49.5 49.5 SUCTION (psf) -53.9 -64.4 a 4 b qh = 48.1 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 26.0 FT CORNER DISTANCE, a = 3.0 FT •• ••• • • • • • • • • • •• ••• •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • •• • • • i • Glass Load Resistance Report -- Glazing Information Edge Supports: 4 Sides Glazing Angle: 90° Lite Dimensions: Width: Height: 20.0 in. 74.0 in. Glass Construction (Rectangular) Project Details Project Name: Location: Comments: Single Glazed Lite { Annealed } Interlayer Type: PVB Outboard PIy Thickness: Interlayer Thickness: Inboard PIy Thickness: 5/32 in. 0.03 in. 5/32 in. Nominal Thickness: 5/16 in. Short Load Duration, Resistance, and Deflection Data Load (- 3 sec.): Load Resistance: Approximate center of glass deflection: Conclusion 53.9 psf 148 psf 0.07 in. rooQ ,a 7YP Based on your design information, the load resistance is greater than or equal to the specified loading. Statement of Compliance Procedures followed in determining the resistance of this window glass are in accordance with ASTM E1300- 02/03. Disclaimer: This software can be used to determine the Toad resistance of specified glass types exposed to uniform lateral loads of short or long duration subject to the following conditions: - The glass is free of edge and surface damage and has been properly glazed in the opening in conformance with the manufacturer's recommendations. - Procedures exist to determine load resistance for rectangular glass assemblies that are: a. Continuously supported along all four edges, b. Continuously supported along three edges, c. Continuously supported along two parallel edges, and d. Continuously supported along one edge. - The software user has the responsibility of selecting the correct procedures for the required application from the software. - The stiffness of members supporting any glass edge shall be sufficient that under design load, edge deflections shall not exceed L/175, where L denotes that length of the supported edge. - The non - factored load values for laminated glass are representative of test data and calculations performed for an interlayer at a temperab re of 50° C (122° F). For other limiting conditions that may apply, refer to Section 5 of ASTM E1 300 and local building codes. Neither SDG nor PGMC guarantees and each disclaims any responsibility for any particular results relating to the use of the window Glass Design 2004 Software Program. SDG and PGMC disclaim any liability for any personal injury or any loss or damage of any kind, including all indirect, special, or consequential damages and lost profits, arising out of or relating to the use of the window Glass Design 2004 Software Program. Prepared by: on 4/25/2006 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • •• • • • • • • • • • •• • •••• • • •• • • • • • • • • •• • • • • •• • • • •• • • • • • • • • Window Glass Design 2004 - Version [1.2] Co yright © 2002 SDG, Inc. c• Page 1 of 1 ••• • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • • •• •• ••• • • 4 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Rotan Mahogany Millwork, Inc. 2525 SW 3n1 Avenue Miami, Fl 33129 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 m 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: Roatan Outswing Mahogany Door APPROVAL DOCUMENT: Drawing No. 02- 5522r1, titled "Mahogany Swing -Out Door ", sheets 1 through 7, prepared, signed and sealed by Pedro De Figueiredo, P.E., dated 6/28 /02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 ", 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 consists of this page 1 as well as apptOvel docLnis rneitiined above. The submitted documentation was reviewed b j► Theo&re44e4nine ?W. • • • • • • •• NOA No 02 -0510.04 • • • • • • • • • • • •gspiration Date: August 8, 2007 • • • • • • ;Approval Date: August 8, 2002 •.• • • • •• . • • • .• : • Page 1 • • . • • ••• • . • • ••• • • •• • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • 00 • • • 1100 • . • • 000 • • DESIGNED PRESSURE RATING PRk 175 P5F i • • • MAXIMUM FRAME SIZES FINISHED WIDTH: FWffi 39 1/2' FINISHED HEIGHT: FH= 123' MAXIMUM CLADDING SIZE 1,/a2." GLASLAM SAFETY -PLUS IMPACT GLASS • • DLO: 25 3/4' X 103 1/2" ••1•1/2" MAICA 20LID WOOD PANEL ••• DLO: 251 /4 "•X 103 1/2' • •••• • • • • • • • • • •. • • • • •••• •• •• • • •••• FW -- DPW- -- k— DLO- -i 4 a ird:;.111110,1- `{ \ \ \ \\ D1 Ci A \, o Q O `\ 2. 25' X 4. 75' MAHOGANY WOAD TYPE 1 TYPICAL SINGLE ELEVATIONS FW -- OLD- -{ TYPE 2 • • SQUARE CONFIGURATION 1/2 ARCH CONFIGURATION •••• FW DPW DLO TYPE 3 FULL ARCH CONFIGURATION r•- -FV DPWr--DLO ird:;.111110,1- 444:4149 r:1111■1111111i44 \ \ \ \\ D1 s C d Q O `\ 2. 25' X 4. 75' MAHOGANY WOAD / EXTERIOBR MOULDING // MAHOGANY WOOD D4 INTERIOR MOLDING 1.3D•X 1.375' TYPE 3 FULL ARCH CONFIGURATION r•- -FV DPWr--DLO TYPE 4 UTE WITH SPLIT PANEL CONFIGURATION • • GENERAL NOTES* • • • 1 1 INjT*tr1N THIS PROMI CT 1S A SWING -OUT MAHOGANY DOAR1 DESIINED. CORTRI TED•AND ERECTED TO ENCLOSE AN AREA,•lR8YIDING PROitCT1Clrri N HURRICANE FORCE WINDS WPRHIN DESIGNED PRESSURES AND LIMr STATED 04 THIS APPROVAL 2- CODE, THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE, HIGH VELOCITY ZONES. 3- POSTING, A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING, ' ROATAN MAHOGANY MILLWORK INC - MIAMI - FLORIDA LARGE MISSILE IMPACT RESISTANT ROATAN SWING-OUT DOOR DADS COUNTY APPROVED' 4- LOADS, DESIGNED LOAD BASED OR THE ASCE 7 -98. LOADS ARE TO BE PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE DESIGNED PRESSURE RATING. 5- MATERIAL, ALL WOOD MATERIAL TO BE FABRICATED F'RON KILN DRIED MAHOGANY. 6- FASTENER& ASSEMBLY SCREWS AND ANCHORS SHALL DE AS SPECIFIED IN THE CURRENT SET IF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL 7- USE IT SHALL BE THE RESPIIISIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FTLLOWING, 7. I- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER 7H0-2 -THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED T0, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7. 3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- DISCLAIMER, ENGCO INC. HAS NO CONTROL IN THE MANUFACTIRRING AND/OR PERFORMANCE OF THIS PRODUCT. THESE GENERIC PLANS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. BILL OF MATERIALS ird:;.111110,1- 444:4149 r:1111■1111111i44 \ \ \ \\ D1 BOTTOM - IL rrt MAHOGANY WOOD ) E , TOP RAIL 1 STILES 2. 25' X 4. 75' MAHOGANY WOAD / EXTERIOBR MOULDING TYPE 4 UTE WITH SPLIT PANEL CONFIGURATION • • GENERAL NOTES* • • • 1 1 INjT*tr1N THIS PROMI CT 1S A SWING -OUT MAHOGANY DOAR1 DESIINED. CORTRI TED•AND ERECTED TO ENCLOSE AN AREA,•lR8YIDING PROitCT1Clrri N HURRICANE FORCE WINDS WPRHIN DESIGNED PRESSURES AND LIMr STATED 04 THIS APPROVAL 2- CODE, THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE, HIGH VELOCITY ZONES. 3- POSTING, A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING, ' ROATAN MAHOGANY MILLWORK INC - MIAMI - FLORIDA LARGE MISSILE IMPACT RESISTANT ROATAN SWING-OUT DOOR DADS COUNTY APPROVED' 4- LOADS, DESIGNED LOAD BASED OR THE ASCE 7 -98. LOADS ARE TO BE PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE DESIGNED PRESSURE RATING. 5- MATERIAL, ALL WOOD MATERIAL TO BE FABRICATED F'RON KILN DRIED MAHOGANY. 6- FASTENER& ASSEMBLY SCREWS AND ANCHORS SHALL DE AS SPECIFIED IN THE CURRENT SET IF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL 7- USE IT SHALL BE THE RESPIIISIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FTLLOWING, 7. I- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER 7H0-2 -THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED T0, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7. 3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- DISCLAIMER, ENGCO INC. HAS NO CONTROL IN THE MANUFACTIRRING AND/OR PERFORMANCE OF THIS PRODUCT. THESE GENERIC PLANS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. BILL OF MATERIALS ird:;.111110,1- 444:4149 r:1111■1111111i44 :;4" 5.'f D1 BOTTOM - IL 2.25'X 10' MAHOGANY WOOD D2 TOP RAIL 1 STILES 2. 25' X 4. 75' MAHOGANY WOAD D3 EXTERIOBR MOULDING t.50'X 1.25 MAHOGANY WOOD D4 INTERIOR MOLDING 1.3D•X 1.375' MAHOGANY VIED D5 MID RAIL 2.25.X 6.25' MAHOGANY ROOD 0.1 IMPACT GLASS t /2' ANNEAL NOA 900- 0524.06 0.2 SOLID PANEL 1.75' THICK MAHOGANY ROOD F1 JAMB AND HEADER 1.75'X6.50' MAHOGANY VOOD F2 SILL 1.875'X6.50' MAHOGANY WOOD G1 ROTTEN RAIL GASKET 2.25°X0.5' PEMKO WINDS VINYL G2 FRAME SEAL O. 659(0. 58' SCHEGEL ODS 650 MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Te1.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engineering: t'Engldo 3Jnr. CA 8116 6971 W. Sundae Blvd. 104 Plantation, FI. 33313 T•1.: (954) 585 -0304 Pug Pedro De FTgusIredo PE 52609 Date: 06/24/02 Scale: NA Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 1 of 7 DESIGNED PRESSURE RATING Pd= t 75 P5F MAXIMUM FRAME SIZES FINISHED WIDTH: FWs 75 1/2" FINISHED HEIGHT: FH= 123" MAXIMUM CLADDING SIZE4 1/2" GLASLAM SAFETY —PLUS IMPACT GLASS DLO: 25" X 103 3/4" 1 1/2" MAHOGANY SOLID W000 PANEL DLO: 25" X 103 3/4" • •• • • • •••• •••• • • •••• • • •••• • •••• • • •e • • • ••• ••• • _• •••or • • • • • • • *JP FW • . —DPW •• • • DLO-- DPW -- --- DLO- -1 DPW ---- -- DLO- -r • d l` _1• r; • / 1 / • `� �`� �1 ` `% ` \ \ i ••• /A • •••• o a• • •1G • • _ A 1) �,1 J \ \` , \D , / i I / iO . 1 0 \ / \1 TYPE 5 SPUT PANEL CONFIGURATION 0 0 TYPICAL PAIR ELEVATIONS --- -DPW - -- DLO FW — DPV --- -- -DLO -- • J C C r TYPE 6 ARCH CONFIGURATION TYPE 7 SQUARE CONFIGURATION 4"P•'- DEW MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engln••►ing: iEng(da lint. CA 6118 8971 W. Swots* Blvd. 104 Plantation, Fl. 33313 T•I.: (954) 585 -0304 JUN 2. 8 2002 Engineer Seal Pedro 0e flgwlredo PE 82809 Date: 06/24/02 Stale: NA Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 2 of 7 FW . -- -DPV -- DLO- -- DPW -- --- DLO- -1 1 / \ \ i == In O J �+ r TYPE 7 SQUARE CONFIGURATION 4"P•'- DEW MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engln••►ing: iEng(da lint. CA 6118 8971 W. Swots* Blvd. 104 Plantation, Fl. 33313 T•I.: (954) 585 -0304 JUN 2. 8 2002 Engineer Seal Pedro 0e flgwlredo PE 82809 Date: 06/24/02 Stale: NA Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 2 of 7 • •• • • • •••• • • •••• • • 12 12 12 1 12 12 8 TOTAL • • • • • •• •• • • • • •••• •••• • • • • •••• •••• • • •• • • • ••• • •••• • • •••• • • •• • • • • • 0 N cu 0 N N 9i 10 10 9i 1� oe • 1 ( 1 1 7-- 12 12 12 12 12 ANCHORS SPACED AT 14' OC FRAME MITTER JOINT 1 2 12 17d 4 4 y3�10 � 10 � /.---.MAX 10' DC 4 �o 4 o '''e YW wC 'au ''„ a cwt pawl Salk ole� 10 10 9 TYPICAL ANCHORAGE LAY -OUT (8EE SHEET 6 OF 7 FOR ANCHOR DETAILS) 10 10 Sr MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engineering: +ing(So 1ttr. CA aiie 5971 W. Sunrise Blvd. 104 Plantation, Ft. 33313 Tot.: (954) 585 -0304 1N ?P 200? Engineer Seal Pedro De Flowing* PE 52b09 Date: 6/24/02 Scale: 1:1/4 & 3/8 Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 3 of 7 • • • • • •• • • • • • • • •• • • • •••• •••• • • •••• • CLADDING OPTIONS (INTERIOR( GL1 1/4' BEAD OF DOW CORNING 995 SILICONE 1112x1 1/2' WOOD SCREWS 9 9.5' OC STARTING AT 1 1/2' FROM EA CORNER 1' OF FILM IN ALL PERIMETER TO BE MECHANICALLY FASTENER f EXTERIORf #8X2 FHWS • SPACED AT 313C • • • • • STAGGERED GL2 • • 2444 •BEAD OF DOW CORNING 995 SILICONE • #12x1 1l2' 1A090 SCREWS • • 2 W t e STARTING •••• J'J•1.1 /2' FROM • EA CORNER •••• •••• • • • • •• • • • ••• • •••• • • •••• r1 ri>1[ til • #8X2 FHWS • • -SPACED AT 3'OC • • • STAGGERED • • • • • m n3 SEE SHEET 1-6OF7 F1 TYPICAL SECTIONS FRAME WIDTH CFW) LINTERIO F1 HARDWARE NOTE 1-1 DLO (INTERIOR) *2 D6 r•3 G2 `-GL1 OR mrprRI GL2 DOOR PANEL WIDTH D7 mr — DLO 94—\ D2—` S E SHEET 6 OF 7 RI x W X z DOUR PANEL HEIGHT .• !sViiti:Fi�T3 DOOR PANEL WIDTH SEE SHEET 6 OF 7 G2 HARDWARE NOTE 1 IEXTERIDRj Ap9I*t4r aosidying wel Ue florid aressceak, ewe NOSS Weal MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING— OUT DOOR Engineering: Eng(Co inr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 Tel.: (954) 585 -0304 JUN 282002 Engineer Seal Peer* De nominal* PE 52609 Date: 6/24/02 Scale: 1:1/4 & 3/8 Design by: PPMF Revision: Drawing Number 02— 522r1 Sheet 4 of 7 NATIONAL .60" DIAM. THROW BOLT • •• • • • •••• •••• • • •••• • • 6)814X1 114' WOOD SCREWS • • OUBLE PLATE 082' THICK STEEL • • 108 STEEL • • • • • frf' ) KEEPER • �j •••••• • • (2)1114X1 1/4' m WOOD SCREWS • .. • •••• • •• ��•i•••• • • • � � 2• •••• • • • • • ARDIMPEX THREE POINT CREMONES WIZ OVAL 70P AND 80TTOM TOP & BOTTOM ---MID GUIDE --i GUIDE HARDWARE LAY -OUT ■4 •3 4 TOTAL y,- 2 TOTAL ■4 4 TOTAL .3 2 TOTAL 14 W z z NCO • HARDWARE 1- 4 1/2 "x 4 1/2 "x .136 HAGER 1279 HINGES SPACED AS PER ELEVATIONS ABOVE AND CONNECTED WITH (8) #12x1 1/4" FH SMS. (SQUARE DOOR. 4 PER LEAF AND ARCH DOOR, 3 PER LEAF) 2- ARDIMPEX THREE POINT CREMONS ON ACTIVE LEAF FASTENED WITH (12) .10X 1 1/2" FH SMS. 3- HARROW PRODUCTS INC. FLUSH BOLTS 2960 UL USTED TOP AND BOTTOM OF INACTIVE LEAF. 4- SECONDARY LOCKS (ACTIVATE ONLY WHEN HURRICANE FORCE WINDS ARE EXPECTED) - NATIONAL 0.60 DIA THROW BOLT ANCHORED WITH (6) #14X1 1/4" 014 ACME AND INACTIVE DOORS TOP AN0 BOTTOM RAILS. LOCK (2) 910X1 /2' (2) 910X1 /2', WOOD SCREWS' WOOD SCREWS' 4 9 OXI 112',% WOOD SCREWS' -- 3 1/4' - MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engineering: Engtda CA 8116 6971 W. Sunrls• Blvd. 104 Plantation, FI. 33313 Tot.: (954) 585 -0304 JUN 2'$ 2002 Engineer Seal Pedro De Figuelredo PE 52609 Date: 6/24/02 Scat: NA Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 5 of 7 ?II \ , r '� // ACTIVE \� . . ■ \ \w2 y INACTIVE i . / 1 i / 1 I 14 W z z NCO • HARDWARE 1- 4 1/2 "x 4 1/2 "x .136 HAGER 1279 HINGES SPACED AS PER ELEVATIONS ABOVE AND CONNECTED WITH (8) #12x1 1/4" FH SMS. (SQUARE DOOR. 4 PER LEAF AND ARCH DOOR, 3 PER LEAF) 2- ARDIMPEX THREE POINT CREMONS ON ACTIVE LEAF FASTENED WITH (12) .10X 1 1/2" FH SMS. 3- HARROW PRODUCTS INC. FLUSH BOLTS 2960 UL USTED TOP AND BOTTOM OF INACTIVE LEAF. 4- SECONDARY LOCKS (ACTIVATE ONLY WHEN HURRICANE FORCE WINDS ARE EXPECTED) - NATIONAL 0.60 DIA THROW BOLT ANCHORED WITH (6) #14X1 1/4" 014 ACME AND INACTIVE DOORS TOP AN0 BOTTOM RAILS. LOCK (2) 910X1 /2' (2) 910X1 /2', WOOD SCREWS' WOOD SCREWS' 4 9 OXI 112',% WOOD SCREWS' -- 3 1/4' - MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engineering: Engtda CA 8116 6971 W. Sunrls• Blvd. 104 Plantation, FI. 33313 Tot.: (954) 585 -0304 JUN 2'$ 2002 Engineer Seal Pedro De Figuelredo PE 52609 Date: 6/24/02 Scat: NA Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 5 of 7 • • • • •••• •• • • • ••••• • • • • •••••• • • •• • FRAME WIDTH MAX. 1/4' , (FW) /4 MAX. ▪ ••OPTION 1 le . • •FLAME WIT* MAXt6M 1/4' PT WOOD SHIM 1/4' TAPCBNS 91Y Elio WITH 1 1/2' MIN. • • •4EMBEDMENT t!TO 3320 PSI CONCRETE • (SEE SIRE • 3 OF 7 60R ANCHORS LAY -OUT) •••• • • • FRAMING ANCHORAGE DETAILS FRAME WIDTH (FW) MAX. 1/4' OPTION 2 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM AND 1'X PT CONT. WOOD SPACER 1/4' TAPO3NS BY ELM WITH I l /2' MIN. EMBEDMENT INTO 3320 PSI CONCRETE (SEE SHEET 3 OF 7 FOR ANCHORS LAY -OUT) FRAME WIDTH MAX. CFW> 1/4' PT BUCK BY OTHERS /411 MAX. EXISTING STRUCTURE OPTION 3 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM AND 2'X PT CONT. 11000 BUCK BY OTHERS 014 SS WOOD SCREWS WITH 1 1/2' MIN. EMBEDMENT INTO WOOD (SG- 55) (SEE SHEET 3 OF 7 FOR ANCHORS LAY -DUT) • •"•'� •• .:**412 1/2' •jP4• Wi OF 612X1 WOOD SCREWS SPACED AT 5' 0C. •Y•• • • • •••• • 0 • 1•• /I • • **iiL •1 • • • • •(I]P�BOTTOM • • • •••• ILUSTL OF (4) 412X1 • • AROUND FLUSH BOLT •••• HARDWARE Pop • •' i • 0 Q 0 0 CLUSTER OF (8) 912X1 SPACED AT 1 3/4 ACTIVE ASTRAGAL INSTALLATION TO DOOR STILE _ a w MD 101190 TYPICAL *12X1 WOOD SCREWS SPACED AT 14 1/2' OC INACTIVE ASTRAGAL INSTALLATION TO DOOR STILE SAE DETAIL TOP AND BOTTOM FRAME WIDTH 1/4' (FW) max. 1/8' nln. OPTION 4 FRAME WITH MAXIMUM 1/4' PT WOO SHIM 1/4' -20 HVH DRILFLEX SELF DRILLING SCREWS INTO MIN. 1/8' A36 STEEL (SEE SHEET 3 OF 7 FOR ANCHORS LAY -DUT) TYPICAL CORNER FRAMING CONSTRUCTION Notch, Jan) Styr \ Chen Bond VV25 Glum applied corner connection „00.07(3) d 00x2 PN ven Screws NOTE. AFTER FRAMING ASSEMBLAGE ALL .ANTS ARE TO E SEALED VITH DOH 995 SILICONE. TYPICAL DOOR CORNER CONSTRUCTION TYPICAL OQ CORNER ASSEMBLY\ NCRTISE AND TENON Chen Bond VATS Glut applied tom corner connection FRAME AND DOOR ASSEMBLY AormA reMalwlwtl d• Raids SOWS GPSob9 Ore NOA' BIM..I UTUiTi MMenNM) Di, aY MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Suite 210 MIAMI FLORIDA 33129 Tel.: (305) 858 -0053 PRODUCT: MAHOGANY SWING— OUT DOOR Engineering: E.EItg(O o ynr. CA 3116 6971 W. SUMS* Blvd. 104 Plantation. Fi. 33313 Tel.: (954) 585 -0304 iUN 2 t 2002 Engineer Seal Pedro Be Figuelr•do PE 52609 Date: 6/24/02 Scale: NA Design by: PPMF Revision: Drawing Number 02-622r1 Sheet 6 of 7 • • • • •• • • • • • • • • • • • DOOR PARTS DI BOTTOM RAIL D2 STILES AND TOP RAIL • • • • ADE OF THREE •••• MAHOGANY PLIES .250 0.875 -T o D3 EXTERIOR 0570 MOULDING D5 MID RAIL }- -2.250 f-MADE OF MAHOGANYTPLIES `MADE OF THREE MAHOGANY PLIES +1.325-- Ho.950 -- O in } ---I 0.620 0 9 D4 INTERIOR MOULDING DOOR CLADDING GL1- 1/2' GLASLAM SAFETY -PLUS LAMINATED CLEAR GLAZING MATERIAL NOA 00- 0524.06 .060' SAFETY -PLUS POLYESTER 3/16' ANNEAL GLASS 01 PET FILM 1' OVERSIZED ALL PERIMETER .060' SAFETY -PLUS POLYESTER —3/16' ANNEAL GLASS GL2- 1 3/4' SOLID MAHOGANY PANEL PANEL SIZE r N l 1.750 __L FRAME PARTS } ^i 1.000 ^-1.500 -t- 1.500 -T- 1.500 -1 1,000 I-- O In 2.625 6.500 F1- JAMBS AND HEADER 3.875 6.500 2.563 I 1.438 — 2.500 n ■ --1 1.000 t+--L500 -4^-- 1.5001.500-1 1.000 1- I F2- THRESHOLD 0.500 0 375 62 D6 INACTIVE LEAF ASTRAGAL 0 vi 0 D7 ACTIVE LEAF ASTRAGAL GASKETS G1 RIGID VINYL BOTTOM RAIL GASKET PEMKO V8ODS .65 02 ODS 650 SCHLEGEL WEATHERSTRIP DM. MOO eet>1 otwylo s rr� 6 MANUFACTURER: Roatan Mahogany Millwork Inc 2525 SW 3rd Ave. Sults 210 MIAMI FLORIDA 33129 T•I.: (305) 858 -0053 PRODUCT: MAHOGANY SWING —OUT DOOR Engineering: !'Engido 3nr. CA 0116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 JUN 282032 Engineer Seal Pedro De Ftguetredo PE 52609 Date: 8/24/02 Scale: 1:1/2 Design by: PPMF Revision: Drawing Number 02 -522r1 Sheet 7 of 7 BUILD I G CODE COMPLIANCE OFFICE (BCCO) PRODU T CONTROL DIVISION MMMI IA,DE COUNTY, FLORIDA`; METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 102 MIAMI, FLORIDA 33130 -T563 • (305)375-2901 FAX (305) 375 -2908 .b codeonline. Ana NOTIE OF ACCEPTANCE (NOA) PGT In ustries 1070. Technology Drive Nokomis, FL 34275 SCOPE:' This N A is being issued under the applicable rules and regulations governing the use of construction material' The documentation submitted has been reviewed by Miami -Dade County;Product Control t)ivisionl and ac ted by the Board of Rules and:Appeals (BORA) to be used in Miami Dade County an, d other areas where a owed by the Authority Having Jurisdiction (AH3). This N(A shall not be valid after the expiration date stated below. The Miami -Dade County Product ControI Division: (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri h1 to have this product or material tested for quality assurance purposes. If this product or material fails to perform0in the accepted manner, the manufacturer will incur the expense of such testing and the ,AHJ • iinrnedi tely revoke, modify, or suspend the use of such product or material. within their jurisdiction. BO reserves right to revoke this acceptance, if it is determined by Mianu -Dade County Product Control Divisio ;that this product or material fails to meet the requirements' of the applicable building code. This pr is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series PW -701 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through `12 of 12, prepared by manufacturer, dated 7/14/03, with. revision "B ", dated 4/4/07, signed and sealed b Robert L. Clark, 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. MISSI .E IMPACT RATING: Large and Small Missile Impact Resistant .LABEI ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and folio statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RE AL of this NOA shall be considered after a renewal application has been filed and there has been no chaise in the applicable building code negatively affecting the performance of this product. TE ATION of this NOA will oceur after the expiration date or if there has been a revision or change in the erials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseinentkof any pro uct, 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, there it shall le done in its entirety. INSPEi TION:. 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 # 03- 110541. and consists of this page 1 and evidence pages E -1 and 8-2, as well as approvalApcyznen,nten ,ie: 4ote. The submitted d'oc rt ntatron was reviewed by Manuel Perez, P.E. • •• • • • • • • •• • ;•• ••• •• • • • .•• • • • • ••••• ••* •• • • • • • -• • ••• • • • • • • • • • ••• • • • • • • • • • • • • NOA No. 07= 041$:06` Expiration Date: February 19, -2009 Approval Date: June 21,.2'tp0', Page 1; PGT Industries NOTXCE OF A CCEPTANCE• EVIDENC F SUBMITTED A. DRAWINGS 1c. Manufacturer's die drawings and sections. Z. Drawing No. 42594 titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. 13. 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 alum. fixedwindows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07 /18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) 2�. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- !. 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E Complies with ASTM E1300 -02 C D. QUALITY ASSURANCE • Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER.t'I ICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont BButacite PVB Material" dated 11/21/02, expiring on 12/11/05. • Notice of Acceptance No. 01- 0205.02issued to. Solutia, Inc. for "Salim / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06: • • ' ••••• • • : • • • • •• • • • • ••• ••• ••• •• • • • •• • • • • + • • • • • • w • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••l • • • • ••• • • • • • • • • • • • ••• • • • ••• •0 •• • • •• ••• 00 • ]E -1 Manuel P lEj Product Control Fine NOA No. 07- 0414".0 Expiration Date: February 19, 2009 Approval Date: June 21, 2107 PGT bi iustries r NOTICE OF ACCEPTANCE• EVIDENCE S[TSNIITTEII F. STATEMENTS 1: Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. 011:114R IL Notice of Acceptance No. 034105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window -LMI, approved on 02/19/04 and expiring on 02/19/09. • •• •• • • • • • .; .. • • : ••• • • • • •• •• •' :. :•: 0•' •'• ••. ••• • • . • • • • • • • • • .:• • • • • • •• • • • •• • • • • • • • .• • • • • • • • • • • • • ••• • •1• • • • • • • • • • • •••. • 11 •• • • •1• • • • • ••. • • • • • • • • • • • •• •• ••• • • E -2 Manuel Pe Product ControlE NOA.No. 07- Expiration Date; February 19,2 ' ►, Approval Date; June 21, 200'4 MI MI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: -nPR 0 BY :___ 77 08 gi MIAMI -DADE COUNTY, FLORIDA —MEMO -DADE FLAGLER BUILDING 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.B., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05-1018.01 and consists of thls'paN l inct e414erte paggS E -1, E -2 and E -3, as well as approval document mentioned above. • • The submitted documentation was reviewed by Manuel erez ;P'.. • .. • • • • • • • NOA No. 07- 0322.06 • • • • • • • • Ejt tutor Date: March 23, 2011 • • • • :. • :.. • • • A spr 'val Date: June 07, 2007 • Page 1 ••• • • • • • • • ' • • • • • •• •• • • • • • • • • • ••. • • • • • • • • • • • • • • • • • •• •• ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. 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, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. lerL -5063, dated 11/21/06, signed and sealed by Edmundo T Argaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) .. ..• • • • • • .• • • • • • • • •• • • . •• • • • • • .. .. •.• .• Manuel Per Product Control Ex 'T 9 . er • • • • • • • • • • • • • • NOA No. 07- 0322.06 • • • • • • • • • Expiritti *n bate: March 23, 2011 • • • • • • • • Approval Date: June 07, 2007 E•1 ••0 • • • • ..• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FJ3C, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmund° Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. YFL- 4649, dated 08/11/05, signed and sealeAby$dirutido,I.ar,g spsaula, P (Submitted under previous NOA #01018A1). • • • • • .•• •• ••• •• Manuel Per E. Product Control er • • • • • • • • • • • • • NOA No. 07 i 22.06 R••,• • •' • • • • ' : : Txp►ratan ]date: March 23, 2011 • • • • • • • • • • ' • . ApTpra ai Date: June 07, 2007 E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • .• ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada,.P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 1/05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07; signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice-of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. •• ••• • • • • • •• • • • .• • • • • • • • • • • • •• • • • ••• • • • • • J • •• ••• •• uel ' • . P.E. • • • • Provuct Contr t + er • • • • • • • • ••• • • • NOA No. x.22.06 • • • • • • • • Expiratitn rate: March 23, 2011 • • • • • • • • • • • • Appro'ral Date: June 07, 2007 E•3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: f (3'.71 DATE: I, C,2ea gol/zeja:e7, ntractor ❑ Owner ❑ Architect -OA 4 Picked up 2 sets of plans and (other) 2 se. 15 L9 19 14 �s5 Address: /(/L From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged b • PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/07/2008 Inspector: Grande, Claudio Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments REPLACEMENT OF WINDOWS AND DOORS eillog./. I % �Q� Passed 11 Inspector Comments CREATED AS REINSPECTION FOR INSP-16284. MISSING N.O.A FOR SINGLE HUNG WINDOW. JR 03/17/2008 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, April 4, 2008 Page 2of2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTIa E OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive, Nokom ,t, FL 34275 SCOPE: 1 'PR v y., MIAMI -DARE COUNTY, FLORIDA L108 L METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1,03 MIAMI, FLORIDA: 33130 -1 63 (305) 375. -2901 FAX (305) 375 -2 08 www.builciingbodeOnline.com This NOA is being issued under the applicable .rules and regulations governing the use of construction materials; The doclameritation submitted has been reviewed by Miami4Dade 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 (AEI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cont{o1 Division (In Miami Dade County) and/or the AEI (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 productor materiallfails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing.Alunrinum French Door w/ Sidelites • APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrougl 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on. 09/25/07; signed and sealed by Robert:I . Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the MiamiDade County Product Control .Division. MISSJ*E IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OX0 and OXXO. The lower nesign pressure from X, XX doors or 0 (sidelite). shall control. 2. ggress operable doors must comply with min clear width per FBC, as applicable. 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 ", unless otherwise rioted 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 material's, 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'fsection 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. INSPErTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors ,f and shalli be available for inspection at the job site at0 tie request of the Building Official. This NQ;A consists of this page 1 a % will as eVdginoe sheet E -1 and approval document mentioned above. The submitted documentelt5nS�•vi 2eytev�ec bj� I thaq j. Chanda, P. E. • • • • • • • • • • • • •„ • • • •• • • • • • • • •• ••• • • • • • • • �. • • • • ;• • • • • •• • • •• ••• • • • • •• • • • • • • • • • • • ••; PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. 'PESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per 11130, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No 141i-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by POT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1, Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02 /15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance' and no financial interest, dated' 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. • • • ; . • • 1 »t44.1 1. L Lcu.i cL •• • • • t 1 • • , t • • • • • • Ishaq L Chanda, P.E. • • • , . • •• 4: • . • Product Control Examiner • .. • • • NOA No. 0'7-0629.10 Expiration Date: October 18, 2012 • • +l• Approval Date: October 18, 2007 • :, • • •.• • ,1 . • • • • . • • . • • • • • • • • • • • • • 0 • ;' • • • . • • • •• • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318" LAM) NOM. (.402 ") CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(!) i. lF 31.16" "HEAT STRENGTHENED GLASS. 8.318" 1:AMI NOM. (.402 ") CONSISTING OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM: PLUS (1) LITE OF 3/16- HEAT STRENGTHENED GLASS. C. 7110" LAM NOM.. (.4( ") CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PV8 INTERLAYER OF DUPONT BUTACITE OR SAFLEX!KEEPSAFE MAXIMUM S -(1 L1 OF 31-18.! HEAT STRENGTHENED—GLASS, D..7 /16" LAME NOM. (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMLSM PLUS (1) LITE OF 3/16- HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. MEGTIVV DESIGN. LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. o,P9S1TIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3, CONFIGURATIONS: X, O, X , XO, .OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE; THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, ,THAT .COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSIIAF&PA NOS-2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 9. CONFIGURATIONS WHICH CONTAIN A SIDE LICE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION .E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A EXTERIOR 1/2" GLASS Bi f E f A A E) T. -118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM EXTERIOR A EXT. 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3116" HEAT STRENGTHEND GLASS INT. - 3/16" HEAT STRENGTHEND GLASS .402 A 3/8" LAM) NOM. GLAZING OPTION A OR B, NOTE 1 G S BITE t, .465 A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP Bawd By: Datvc iftrad Dew FX.- W15/07 FX 8(14107 Damn ite F.1( .22107 Rorrairrne B CLARIFY EXT. OF GLASS, OVERALL THICKNESS AND GLASS B1JE > ADD MASS OTEt TOGIAON°DETRE.% ADD GLASS DEC. 7FAC.RE'V7SE A NOTE 1, GLASS DE T. A ADD !NOTE 8 J.J. • . 6,2W7 1O70 TECINOLOGY PRAM NOKOMA FL 34275 P.C. BOX 1529 hOKOANE4 FL 34274 Visibly Better NOTES AND GLAZING DETAILS law ALUM. FRENCH DOOR & SIDE LITES, IMPACT eirkelModet Jake Ix Shoot 1 d 10 Owning NIX 11005-1 B. TOPIC SHEET GENERAL. NOTES 1 CONFIGURATIONS 1 _G LAZINO,PETAILS 1 DESXGN'PRESSU RES,2 ELEVATIONS 3 VERT. SECTIONS 4 ...:........ HORIZ. SECTIONS S PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the RR rtda Bo: " Cade • Date 054 * 1 , 7447 NOA# cal- 0 CV?. fQ Miami Dade Product Comte.' 8y Division 1. LkAfrt-L Pt" 11'» Rotiett L { ark, P E. PE #39712 Structural • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • .••• • • • •••• • .••• • • •••• ••• • • • •• • .••• • • •.•• •. • • • • •• • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS. W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT - 793/4 " 7 -0- 83 31411 371171.8° 71 314" +75.0 -75.0 87 3/4" 91 3/j +75.0 -75.0 +75.0 -75.0 +75.0 -75.0. 0 -WIDTH 8 - 953/4" +75.0 -75.0 SINGLE SIDE -ELITES.- WITH -GLASS -TYPEA 27 3/4" 361/8" +75.0 -75.0 +75.0 -75.0 +75.01 - 75.01_ +75.0 -75.0 +75:0 -75.0 +75.0 -75.0 36.314" - +75.0 -75.0 +75.01 -75.0 +71.4 -74.91 -74.9 I +70.4 -71.4 +67.6 -67:6 +64.2 -64.2 -70.4 +66.6 -66 :6 +63.1 -63.1 O 'WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D 36 3/4" +75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.0 l +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE'LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH 2° 25 :1/2" 27 1/2" 291/2" 55 3/4" 28 31 112" 6° 59 3/4" 28 331/2" 351/2" 67 3/4" 3° 37 1/2". 6° 71 3/4" XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 40 47 3/4" +58.6 - 58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 51 3/4" +54.9 - 54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.6 -43.8 +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 a 63 3/4 +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +38.1 -38.1 +34.0 -34.0 +38.1 -38.1 +34.0 -34.0 +38.1 -38.1 +34,0 -34.0 +37.5 -37.5 +34.0 -34.0 8" - 95 3/4" +47.41 -47.4 +44.3 -44.3 +41.6 -41.6 +39.3 -39.3 +37.3 -37.3 +35.6 -35.6 +34.0 -34.0 SINGLE 0 WIDTH r 3 SIDE LITE 1+07 X�3/4" 12 3f4" 19" 21 3/4" 273%4" 361 /$" 6 3/4" GLASS TYPES A, B, C OR D +75.0 . -75.01 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.01 +75.0 -75.0 +75.0 -75.0 72.4 -72.41 +68.5 -68.5 +65.0 -65.0 64.5 -64.51 +61.0 -61.0 +57.8 -57.8 52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +35.2 -35.21 +35.2 -35.2 +35.2 -35.2 +34.0 -34.01 +34.0 -34.0 +34.0 -34.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +61.9 -61.9 +59.0 -590 +55.0 -55.0 +52.4 -52.4 +44.7 -44.7 +42.6 -42.6 +35.2 -35.2 +34.4 -34.4 +34.0 -34.0 +34.0 -34.0 NOTES: �1. GLASS TYPES: A. 3 8 "L'AM1.(118" A, .090 VB 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7116" LAM' {3/16" A,'.090 PVB, 3/16" HS) D. 7/16 " LAMI (3/16" HS, . AJD PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. )0(0/0XX WIDTH =107314' MAX. 0)0(0 WIDTH =143 3/4"' 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES. UNDER 40 P.S.F. ARE NOT APPLICABLE IN- MIAMI- DADE.COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LATE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / 70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 1-43.1 PSF .A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH <�\ REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as u t piying with the Florida 114i' log Coda Date OC i 200/ NOA# Miami Dade Priduet Control Divitiosi_ • R Dais Revidaic Vats Ftr 918V7 Rawl* i FA 8/17 Doran*: Data FX 2122/07 RovIsIces 8 REVISED MOLE 2 DESIGNPRESSuRE3 AND QCARfF833 NON- REiNF. VERSION COAENSE MASS TYPES 144X SDES PITONOTES&ADDNOTES5& a Rovmtorur REVISE NOIE1 2 &3. AO0 NOTATIONS TO TABLE 1 AND 2 A REDUCE E MAX S2E DESIGN PRESSURE MD ADJUST. ALL CPS FOR TABLE rsasy4 oa J.J. 6/21/07 16713 TEOI NALOGYDRWYE NOKC #$ FL 34275 F.O. BOX 15529 NOKOMIS, FL 34274 DESIGN PRESSURES 7ffiea ALUM. FRENCH DOOR & SIDE LITES, IMPACT V6ib&y Better 8®6a•Avist F01 ©1 So•aE Ix Slme 2 d 10 Na 11005 -1 B Robert Clark, RE- PE #39712 S1iucturai • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• • • •••• • •••• • •••.' • • •••• ••• • • • • •••• • • •••• •• • • .• •• • 73 112" MAX.— 36 3/4" I MAX. SEE NOTE 4.0X OR XO 0 36 3/4" MAX 1091/2" MAX. - SEE NOTE 3-► 36 314" MAX. 36 3/4" MAX. 143 314" MAX. �►-¢ SEE NOTE 3 36 3/4" MAX A--, 71 3/4 "MAX. 24 9/16" MAX. DLO (TYR) A • NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND `XX DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', '0X0' 'XXO', 'OXi(' AND 'O)0XO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (DX' DOOR = DOOR WIDTH/2 - 4.079) XX /XIMCT IC 0 0)0(0 0 — SEE NOTE 4 95314" MAX. DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 7C = DOOR WIDTH - 1215/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5116" SIDE .LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH - 3118 Rood Bic Dabx Ram Rev* Eir RIC Newsday: FJC Main Br F.K Daft 9/18M7 Daft 8/14/07 Date: 27 e Revlokett A mocked ai J.J. CG1WECf varacke ow anlia.kAs AND SPECIFY X'AC : AND Dar 8/21/07 1 1079 TECHNOLOGY DRIVE N otraaS Ft.34275 F.O. BOK 1529 NOICOM1S, FL 34274 OwaspIart ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Swot 3 a ?U Visibly getter F 101 Soak NTS Desedgi 111 B 'T'7uAs 0 Robert L.IGtatk P.E. PE #39712 Sty • • • .•. •• • • • ••••.• • •••c • ...• • •••• • • • • • • • • • • •. • .•. • • ...• • .•.• • .•.• • •••• .•• • • • .• • • • ••.• • • • • • .• • • • • • • • • • • • • • • • • • CLEAR COLORED SEALANT MAX DOOR HEIGHT MAX. SIDE LITE HEIGHT . Approved as complying with the Florida Buiding it/ Date tier i 3 Zpd 7 NOM. 4 ,7 -C,4z .iC Miami Dade Product Control Zracq 1.. a Rabid > Rend Br Fx taker FJC &the > Rao 27 Gtosdatd J.J. NO CHANGE r10s r. SHOW DOUBLE HOLLOWHE.ADCTIVAT 03RNER ASSEMBLY • aft 6121107 1070 7L-CFU OLODYDRtt►E R.34275 P.t1 SOX 7629 NOKO&!7S FL. 34274 EXAMPLE ELEVATIONS ALUM. FRENCH! DOOR & SIDE LITES, IMPACT Saberavelet lD1O1 1/2x 4 x•10 • •. • • •• • • .•• • • •.•. •••• • • • • • • •••• •••• • • • • • • •••• •••• • • •• •• • • • • • ••• • • • •• • • .• • • •••• • • • • •••• • • • • •• • •.• -. • • .• MAX.'XX' WIDTH '' SECT. C-C HOR1Z. MAX . X" WIDTH MAX SL WIDTH 'X SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX SL WIDTH Approved as rompiyiug x ith tie Florida Balding COr Nate (3GrsG • Muni Dad< Product Control i f. (.4444 �f4 SL SECT. E -E SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY FJC 8114V7 Dram Bxbeatsc != azC 2/22107 ellevkad By: J.J. ADD 'DOORWl SIDE UTE"TO SECTION E -E8^S E SIDE R.R1E`7F SECT. F -F vow 621107 1070 TECHNOLOGY DRIVE NOKOIRS,FL P.O i>OX f529 NOKOM14 R. 34274 Visibly Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Selks•Mtlek Eicsic Meet pawing Ka FDwwi 1121: 5 10 11005-1 B Robert L stark, P.E. PE #39712 Structural • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •r • •••• • • •••• •••• • •••• • •••• • • •••• ••• • • • •• • •••• • • •••• •• • • • • •• • • •• • • • • • • • • ITEM Ell 10 13 14 22 24 26 27 30 31 32 33 DWG # -943B 1010 PGT# 60411 6Q300 938 956 995 996 952A 1:9`000 1.670 11004A 11001A 11002A. 11003A 915D 101:0 6608 1140 1048 930 1118 7070 910D 911E 917 1178 34 913A 35 1130 36 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 9838 45 984B 46 1213 47 929 48 1139 49 982 - ..:50. 1111 51 930 52. 931 -53- 111.8. 54 957 55 1118 Reader t Relents' Detir FJC 9/18107 7938X 7956A 7 2X1FPXP 70995 70996 6533016 611000M` 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X11.2PSATS 71048 41721 N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X .375 HIGH BUI.. :vv.-EA-17)1F 187 X 300. HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STR1KEPLATE BACKING PLATE • -AT:CH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET(BETWE €N HEAD & FRAME JAMB)_ FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOA FILL T-S.LOT (AMS.BURY#32011) • OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE -INJECTION MOLDED) ACETAL -SPACER .095 INHOUSE INJECTION 'MOLDED) ACETAL SPACER .140 . {INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q -1ON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0. • , 6061-T5 #8 X1.500 PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X .750 PH. FL SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP, 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X .250 HIGH, FINSEAL 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 76X12FPAW #6 X .500 PH FL SMS TYPE BDS 7P30GG SILL DUST PLUG (INACTIVE PNL) 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 (OU !SWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY: (41707& 41708) #6 X.750 PH. FL SMS • 2 PT. LOCK ASSY. RUBBER SLEEVE • STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL SMS • 6984 6Q200K 74UBLQK 7634F FD2PTAY 6R180FS 41721 7FRSPX 71OX34PFA 70957X HANDLE STRIKE PLATE 710X34PFA #10 X.750 PH FL SMS ITEM 61 62 DWG # 9200 9210 9 68 1155 65 999 PGT# Fs9200 6921 60381 7.81PQA 7998 7999 DESCRIPTION SIDELITE HEADER SIDELITE SILL siDELiTF .IAMB #8.Xt1_QUAD -PN. SMS: HEAP GASKETS {STOCKING #70998) SILL GASKETS -(STOCK .#70999:. AFTER 67 70 71 MINIM 92 93 4222A 986 1224 ` 712553K 71267K 6988. 64986 6TP247 #12 K1.000 SHEET METAL SCREW SETTIIhIG.8Lf1CK, 3/32" X 1J4" X 1" WJPSA SE 1 i ING BLOCK, 1116' X 112" X 1 ", W /PSA BEAD, 7/1 6" BEAD, 3/8" BEAD, INTERIOR BULB, NICK (USED IN EXTRUDED BEAD) GLAZING `SILICONE, DOW 899;-983 OR'EQU `ALENT GLASS, 3/8" LA 1 - 1/8" A, .90 PVB,.3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97. 102 103 SS,_ 7/16"... - 3#167.HS.. GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 41106A OFF -THE SHELF ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK .504—H f .360 .055 t OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 2.750 L'.7125-1 TUBE MULL 6063 -T5 Approved es snmtat}-iug with the .Florida Studio Code PItr 0� r /ir 1.6o7 Nom ,b7 --ca Z?. fO Miami Dade Product Control St 1. (LkIr4 -- B NO 0114NGE THIS SFIEET. FJC Dawn Br F.K 6{147 BiAz 2122107 Rea fora: A J.J. AD ITEM 143 DEAD BOLT AND 9NAC71VERANEL .'TO ITEM AI_ t 6/21107 1070 TEGSIOL.OGY DRIVE NOKOAdIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 r PARTS LIST IIII ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better Seriacepa: scar Week Drsineb. stir F0101 1/2x 6 10 11005-1 B t Robes L. Clark .°.E. PE #39712 Structural • • • • • .• • • 600• • • 0060 • • 6• •• • • • • • • • • • • .. • 0000 • • •••• • • 0000 • • 000• 0•• • •. •. • •000 • • 00.11 •• • • • • •• • 4.626 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 1.400 '1.272 3.655 3.111 1.750 4.726 m 4.100 a�j .550 .050-04T- FILLER HEAD ADAPTER 6063 -T6 3.000 .050 0 FRAME HEAD 6063 -T6 .050 1.479 .079 • 3.000 1.489 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063-T6 r-1.500 ^ -.125 1.750 -0-- 4.726 .750 A 4.100 TRUSS CLAMP 6063 -T5 475 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 _ --1 F0- -.558 t -.050 .683 • 3.100- t 318" GLAZING BEAD 6063-T5 5.459 6.085 It 1 1.479 4.675 -4- -1.750 m 4:726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 4-0-1 1 -- .525 .050 .683 7116" GLAZING BEAD 6063 -T5 .075 1 5.212 .075 .750 SL HEADER 6063 -T6 3:100 m SL SILL 6063 -T6 4.586 }-+-" 1.480 -►{ 3.000 DOOR FRAME, JAMB 6063 -T6 1.578- .890 m 3.000 SL JAMB 6063 -T6 .830 .050 2.980 SL JAMB ADAPTER 6063 -T6 .050 50 37 1.620 THEIR STRIP CHANNEL 6063 -T5 2.125 HINGE 6063 -T5 0.375 .125 Approved as ratntr1tiag with tie Florida Boar* Code__ Z 77 NOAH 4,7.64 74 /D. Miami Dade Product Coatrdi Di By S Daft Ralsboac Rant laye FJC Wades l=.x yaw 8{16.07 8r14v7 Revedoeze NO CHANGE THIS SHEET. Draw By: F1C Doke fonssionz A avow Er J.J. ADO 'DOOR' O17EM20 & MASS BED DAM. TO mars J31 49, 454 62 C &1Iv7 1070 TECI# OLOGYDRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS. R. 34274 Visibly Better EXTRUSION PROFILES ALUM FRENCH DOOR & SIDE LITES, IMPACT 112K Oast , a 10 11005 -1 8 1 rt L hark. P.E. PE #39712 Structural • • • • • •••• • • • • • •• • ••• • • • • • • • •..• • • • • ••.. • • •••• •••• • • • .• • • • • • • • •• • •• •••••• • • • • •.• • • • •••• • • • • •••• • • • • • •• • •• • • • • •..• •• • z 0 co 2 HEAD ZONE "C " I • JAMB ZONE "A" SILL 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD ? f-NE-1-- ZONE "F" ZONE 1 HEAD ZONE "D" HEAD ZONE "D" x1 z 0 / 1 JAMB ZONE "A" .oxo JAMB ZONE "B" SILL SILL #- ZONE - --ZONE "F" "E" E SEE TABLE 7., SHT. 9 NOTES: SILL 1 SILL ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 HEAD ZONE "E" JAMB ZONE "B" z 0 1 SILL I ZONE "E" SEE TABLE 5., SHT. 9 HEAD HE/kD HEAD ZONE "D" ZON"F"--1-2° E;EI , JAMB ZONE "A" ] l� / / /xxo OR O)X 1 ' tux } JAMB ZONE "B" \ .. A xx { {{ SILL } ZONE "D" f ZONE "F" "E" SEE TABLE 7., SHT. 9 HEAD t- -ZONE "E" #� HEAD i ZONE "0" HEAD ZONE "E" JAMB ZONE "A" • NN. SILL SILL T ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE. OXXO INSTALLATION A. 19" x :83 314 ": SIDE .UTES "B" AND -.. . "E" ZONE ANCHORS FROM z TABLE 7, SHEET 9. 0• N PLUS; :`3; B. 71 314" x 83 3/4" XX DOOR ZONE "F" ANCI-IORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. HEAD HEAD HEAD —4-ZONE ZONE "F" ZONE "F" "E• f JAMB ZONE "B" x x x x �Y x x1l �c.. / / 0)0(0 tux ,. x \ .. A xx x • x In !ti Q CO • w.- SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL IL S ILL 1-ZONE-4— ZONE "F" ZONE F„— -•ZD f E SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR 83 3/4 "H UNIT, 71 3/4"W ')0(` DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1(4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2:ANCHORQUANTTIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX: FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDELITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. Q.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. moray: oats fieviskevx Date 2,220'7 Ravisbac H' RavIsbarr A NOMANGE THIS S $I: CHANGE 7 R7 Oft V# rtte ANCHOR ZONE E F R O M V' TO V_ AM D A NC H O R TYPES ii13Qt:WM Chadrod8}: Deis &21.07 1070 TECHNOLOGY DRIVE (SOKEVAIS, FL 34275 AO. BOX 1528 MOKbS, FL 34274 Appvoviv. s <svutpl,. 4g with tie Florida 8 4bins, Date T 1$, Zeo7 NOA# "7 —D • lr� M3sw Datie Product Coutrot WILL_ u I . ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LI7ES, IMPACT Visibly d 10 1 ,i fir L; Clark, P.E. PE #39712 Structural •• • • •• •• • • •••• • • ••••' • • •• •• s • • • • • • • • • • •• • •••• - • • •••• •••• • •••• • ••••, • •••• ••• • • • •• • •••• • • •••• •• • • • • •• • .TABLE 3. X DOORS GLASS TYPES ANCHOR TYP £: SUBSTRATE A. B.C.D DOOR MOTHS '!); ",_25. 1 TO 37:F 2,3, WOOD '1;2. COW LOAD ZONES WIDTH x HT. 25.50 x 79.75 83.7 87.75 91.7 953 27.50 x 79.75 83.7 87.7 91.7 95.7 29.50 x 79.75 83.75 87:7 91.7 95.7 31.50 x 79.7 83.7 877 91.7 95.7 33.50 x 79.7 83.7 87.7 91.7 95.7 35.50 x 79.75 8335 87.75 91.75 95.75 37.50 x 79.7 83.7 87.7 91.7 95.75 5 2 0) w w TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, 8, C, D ANCHOR TYP & SUBSTRATE 2,3, WOOD GONG TABLE 5.0 SIDE LITE RUMEN auracinES "OQunoi 9535 EJFIU 0�0E113 OQ ®0� 'Douf®D u0 ©Q OQ��® oou�EI 00111313131 BENDER -1313�nE1� 0BE0O -DBEO� DBEO� 13®11 0E1© ©1 to OQ13 Doncio® 0� 00© �10OQ® BB 10 130© D 3 8 DOB 1311313E1 KIDDER NEI 10 DEB ®O13C313Q 1 8 001 D0E100� i010um DO 1O 0f© Q13�QQ© 6 6 Reese t By: Date: DOOR WIDTHS ' - 47.7 TO 71.7 WIDTH x HT. LOAD ZONES w .ti as 47.75 x 79.75 - 83.7 87.75 91.7 95.7 LIEREIRIEI BERME= EIQ ®0EN© 5 0U®C313EI OIIEOQO OEM= fl®0�® 0�E10�EN CREAM 0UBIIU© 00I OfQ OEIUEI� Df�OQu 0� 0EN O�oOQ13 D IJ!J B D®C OQ� EEICIQE3 D ®�0©E1 ©nfnn DER�O®© BEIE0 ®Q WJCIEID D® 0©E1 D©ii 0n ® 6 10 aim ®6 1008 0113 DEB 0UI0®� ®� 10 C©D Ems 10 0© 3 GLASS TYPES ANCHOR TYP & SU8STRAT'E WIDTHS ,o -- 0 TO 3;.7" 51.75 x 79.75 83.7 87.7 917° 95.7 55.75 x 79.75 83.7 87.75 91.7 9.5-7 59.75 x 79.7 83.7 87.7 91.7 95.7 63.75 x 79.7 83.7 ' 87.7 91.7 95.7 67.75 x 79.7 83.7 87.7 91.7 95.7 71.75 x 79.7 83.7 87.7 91.7 95.7 5 W 1TH x HT. A. B, C, D ,3, WOOD 1,2, CONC LOAD ZONE TABLE 6. Xo & OX GLASS TYPES ANCHOR TYP & SUBSTRATE A, B, C, J3 2,3. WOOD 1,2, COTS TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES A, 5, C, D ANCHOR 7Y13 & SUBSTRATE 2,3, WOOD t,2 CONC 10.75 x 79.7 83.75 87.7 91.7 95.7 1235 x 79.7 83.7 87.7 91.7 95.7 19.00 x 79/ 83.7 87. 91. 95.. 21.75 x 79.7 83. 87.7 -91.7 95.7 27.75 x 79.7 83.7 87.7 91.7 95.7 36.13 x 79.7 -83.7 87.7 91.7 95.7. 36.75 x 79.7 83.7. 87.7' 91.7 95.7 6 6 3 6 DOOR WIDTHS LOAD ZONES "X" - 25. TO 37. SUE LITE WIDTH x HT. 10.75 x 79.75 83.75 87.7 91.7' 95.7 -0 00 C 00 COQ C0 00 00 00 00 C0 CO 00 00 00 00 00 ©D 0 12.75 x 79.75 83.7 87.7 91.7 95.7 19.00 x 79:7 83.7 87.7 91.7 95.7 21.75 x 79.7 83.7 87.7 91.7 95.7 27.75 x 79.7 83.7 87.7 91.7: 95.7 36.13. x 79.7 83.75 87.7 91.75 95.75 36.75 x 79.75 83.75 87.7 91.7 95.7 Ea n 0) w x x DOOR WbTHS LOAD ZONES "X' - 25.5 TO •37. "XX" - 47.75 TO 71/ COQ C 00 COQ 00 00 DQ C0 OD0 0 C!© 00 COQ DEI Ci© 00 Cia OQ BEI C0© DO 00 Ci0 Cie Ci0 Cie CB Ci0 00 DO 00 00 2 2 2 O Lt. to w 1- 1- z v w z z 4 ri w m 6- 0 0 x v z 4 m 4 w GA SIDE LJTE WIDTH x, HT. 10.75 x 79.7 83.7 87.7 91.75 953 12.75 x 79.7 83!7 87.7 91.7 95.7 7 0 0 -J 0) x 011 00 0B 0© 1313 LIB 00 0® 011 011 00 no 00 nn 00 00 00 00 00 0 0 0 Q Ein 1111 110 110 QO 19.00 x 79/ 83.7 87.7 91.7 95.7' 21.75 x 79.7 83.7 87.7 91.7 95.75 27.75 x 79.7 83.7 87.7 91.7 95.7 36.13 x 79.7 83.7 87,7 91.7 95/ 36.75 x 79.7' 83.7 87.75 91.7 95.7 °a` w x a O 0 4 0 a. 4 11. 0 w z x 0 O tC O ri m U. W 0 0 z Q w 0) w rn CO ai w 0 0 x ro to w x 0B 110 0B 013 1111 0B 0B 011 1111 CID RIO LID END CID KID 011 011 110 CID 0D CID CID 110 00 011 1- 0 0 0 0 0 O. d a. 0 w 0 ut 2 ltrr G1 rs w 1 } 2 0 et is 4 w F 4 a APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2.134" E1O -SS4 CFA . <L1= -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida lintiling Code Tale pc g It/ 24a7 NOM1 _ Miami Oade Product Crintrol .4441 1. LLB L R6 8y. G Reetskeser FX 9118 7 . 8 Rend By: Dace RevLknI F?G BH4Jn7 A :Thum BY: Jae* ei Fit 2122(37 J.J. NO CHANGE 77ilSStiEET. ADLI ALSO USEWITABLE87O TAWE4. `D' CHANGE TABLE &. HEAD ZONE ' 7t7'O"'A1d cXLMNRE E ACV '�'TOAa RTYPEa Thaw 0'1107 1070 775CHAIOLOGY DR1t/E, 140103403, FL 34275 P.C. BOX 1529 NOK011913, FL 34274 ANCHOR QUANTITY LOAD ZONE TABLES ALUM FRENCH DOOR & SIDE LITES, IMPACT VRxsilsly Boxer Itabsolkdak SceteC NA awe 9 10 11001 CL L Clark, P.E. ##39712 Structural • • • • • • .• • • •••• • • •••• •••• • •••• • •••• .... • • • • •••. •••• ••• • • • • • •• •• .• • • • •• • • •••• • • • • •.•• • • • •• • •• • • • • •• • • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 314" . 1 3/4" I MIN E.D. MIN E.D. 1 2X WOOD BUCK, NOTE 2 3.4 KS1 MIN. CONC. 1X WOOD BUCK, NOTE 2 3/4" • ,• I�AII. Ex4_ _. .-I 13/4" MIN. E.D. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 13/4 " 'TYPE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1 3/8" MIN. 3 114° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. 1 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 EXT. DOOR HEAD (CONC) 1/4" MAX SHIM 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, EXT. i 1/4 "- TYPE "1 OR-2 -(C1 U) .! �° NOTE-1 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1 3/4" MIN. E.D. 114" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1I4° MAX. SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 WOOD ANCHOR ON STAGGERED CENTERS, TYPE 22OR3, NOTE 1 ?f!!!ifie!i!► CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK. NOTE 2 CONC. ANCHOR, NOTE 1 1 3/4" : MIN. E.D. �4• irltfflt!ifrFr. —r- :1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. WOOD ANCHOR, TYPE 20R3, NOTE 1 1.5 KSI MIN. CMU OR t • j 3.4 KSI MIN. CONC. _•� --13/4 "MIN.EA. • DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. 1/4° MAX. EXT . SHIM NOTE 3 F-1/4" MAX 3/8" MIN. 1 3/8" TYPE 1 1 3/4" TYPE 2 2X WOOD BUCK, NOTE 2 . MIN. E.DI 3.4 KSI MIN. CONC. f j DOOR SILL (WOOD) DOOR SILL (CONC) WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (CONC) CONC. ANCHOR., NOTE 1 1 1 3/8" • IN. 3.4 KSI MIN. CONC. SIDE LITE SILL (WOOD) I a— 1 314" --•-1 MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED .1 3/8" MIN. (TYPE 1) . OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 1/2" THICK lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRE I E. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ): 3 IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METAL-IC GROUT (3400 PSI MIN), (DONE BY OTHERS) ' MUST FULLY SUPPORT THE ENTIRE. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. noted er Rd F.K Dream BF FK Done Date: 81407 Data 2122107 • TYPE 1 & 2 EMBED. ON CONC. DETAILS. SPEC TYPE 2 & 3 ON MOD A DETAILS. ADDANCHOR TYPES TO1407E 1. amkti4 Data J J 612107 1070 T C.00YDRIVE IVOXOTIA FL 34275 P.O. BOX MS NOKO ', FL 34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Apprakcd as iu ,rlr.• :: <.y r all Ike Florida Dui.Iing Cud.. > Elate Q 2 z' Ci i '7 NOA#,7.- �J��7• fa Miami Dade Product Control A 1 11)/ Robed L Clark, P.E. PE #39712 Structural • • • • • •• • • •••• • • •••• • • •• •• • •• • • • • • • •• • •••■• • •••• • •••• • • •••• ••• • • • •• • • • •••• •• • • • • •• • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: w - - 3 ir w w-tt- traTEOF-31115'HEsie-STRENGTHE 13-2- - GLASSWITH AN .090iNTERLAYEROF DUPONT BUTACITE OR SAFLEKKEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB C. 1 tme LAMI1.6. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH` IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HE.AT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 VI 6" LAMI I.G. GLASS COMPRISED-OF (1) UTE OF 3116"' HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A NEGATIVE DESIGN LOADS sAaEp ON TESTF_DRRESSUE?EAND GLASS TABLES ASTM E 1300-02. • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. • 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHU 1 1ER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (1-11/HZ). NOA DRAWING TABLE OF CONTENTS SHEET - GENERAL NOTES • 1 -------- 2 • ELEVATIONS, FLANGED 3 ELEVATIONS; INTEGRAL FIN 4 DESIGN_ PRESSU RES FLANGED5 • bESIGN-PR-ESSURES-FINNED • -6 SECTIONS-,-FLANGED 7 CORNER ASSY, FLANGED 7 SECTIONS, INTEGRAL FIN • 8 CORNER ASSY, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 190_12 ANCHORAGE ENTS OF THE FLORIDA BUILDING CODE, CURRENT AttivanterRaDUCTOufft"12144114C-0deatoRNO•witb:SE:elltbe_.:.allerida. ,,Crota if • Product CoutriEvij Retaxt By: Dalsr Psvpir,tv Kit 4i4/07 Raved By: Ode^ -a(1W neWsbrem Afewfsform CHG. NOTE-2 TO REF. AST IVIE 1300:02:WO REMEANCWORAGE NOTES. ADO REFERENCES TO NOTE 6 AND ADD NOTE 7. Drawn er FJC 7114103 . Rtrzr,gAfiPHPEtCifr ...... CheckettEryJ Ds* am mop/at:06* piwe M»(0101$, FL 04275 PO soli isze hitiltig, A Si214 QTES4 _7:1WE QECONTENTS., . , ALUMINUM PICTURE WINDOW, IMPACT • PW-701 • NiS 1 of 12 4259-4 • Robert L Cleric, P.E. PE#39712 Structure! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • 7116" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3116" ANNEALED OR HEAT STREENGTF-EENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 1.1462-64M1 GLASS-NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 21 OUTSIDE OR 11/16" NOM GLASS BITE OUTSIDE 11/16" NOM GLASS BITE OR PRODUCT REVISED as complying with tks Florida R iuIie Cade i eg�,zrs¢e Ne o7—t�4if3. cte og 1t (t,.t[t [GLAZING D E L FLAT AGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) I Ina" LAW t.G. LAZING MALL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FEN FRAME HOW Thee: Ftc 41407 B NO CHANGE THIS SHEET 6y Date: aim: ‘:-.1,42/00,3 - q ., , N - GHANOE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS Ft 34275' P.O. BOX 1524 Fr 34274 GLAZING DETAILS 1 ALUMINUM PICTURE WINDOWS IMPACT PW-701 FULL 2 « 12 9 X259 -4 R&berdL Clark, P.E.' RE #39712 S1iui�utai ••• • • • • • •••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • •••• • • •• • •• • • • • • • •• • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68 ". OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. 1111111 EYEBROW MAX. SIZE = 96 "X48" OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48 "X96" OR MAX. AREA = 3028 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. 48" MAX. HALF CIRCLE MAX. SIZE = 96" X 48" OR.M AREA -= 261.3_ SQ. FT. t 44 1/4" MAX. DLO PRODUCT REVISED as gwith the Flarida 113mis&M Code Acaeptaacc W� 92114" MAX. DLO TRAPEZOID NOTE: OR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Roved or RECTANGLE MAX. SIZE =48 "X96" OR MAX. AREA = 32.00 SQ. FT. OR. MAX. AREA = 31.99 SO. FT. UPDATE ANCHORAGE NOTE moowtx Checkact _. aft 1070 TECHNOLOGY PR1VE NOKOMIS; FL:34275 P.O. Boni 1529 NOKOM FL-34274 - Vsi Hiner O FLANGED ELEVATIONS ALUMINUM P'tcTURE WINDOW; IMPACT $ scar PVW70! NI S 3' a 12 ` 4259:4 Robert C'.at, P.E. Pt iaSTI2 HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAK. SIZE = 60" DIA. OR MAX. AREA = 19 .63 SQ. FT. OCTAGON QUARTER CIRCLE SIZE ^ 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX SIZ OR MAX. AREA = 20.71 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA =24.47 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 3t99 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 114" FRAME O.D. 96" MAX. . 50 1/4" FRAME O.D. 45.1/4" MAX. DLO PRODUC1 lte%•,st: i? . complying ni with the =t»r.d 1 >ng cost Acce¢tasiee No Daft ©4 609 HALF CIRCLE MAX. SIZE = 96" X 48" .,OR MAX. P►I? IA . 25-13_ SQ FT. N ATE: A FOR ,ANCHORAGE :INFORMATION SEE SHEETS_ 10 THROUGH 12. Br Oahe 1.. . trayse er K. 4211544. Drawn Els Dale! F.K. 7/14/03 lisvisiorog Rovislante A ADO Ft 4MEt7 t. Dtt4aVSIONS AND r1PQAt k Ptah AtdeWo -TE NO CHANGE THIS SHEET Must 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X.96" OR MAX. AREA = 32.00 SQ. FT. Desaterwr 1070 TEC*NO1,QGYDRIVE Nf3lCuMi t14.275.- Pa. BOX 15 NOKCQM1S FL 34274 rriFtdy Beaer TIRAPEZOID I IA C: 51Z x..4811 -X ".- OR MAX. AREA = 31.99 SQ_ FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT 'FPW -701 42 4259 -4 • • • •••• • • • • • •• • •••• • • •••• •• • • • • • •• •• .•••• • • • • •••• • •••• • ••• • • • • •• •• •• • .• • • • • • • • • •••• • • • • •••• • • • • • • •• • •• • • • • • • •• • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16° LAMINATED GLASS (3/16"A, .090, 3/16HS) 8. 7/16" LAMINATED GLASS (3116"HS, .090, 3/16HS) -C:1-1116" LAMI I.G., 3/101 IS; -7/16" SpAC -E,.. _, f , . ems' !,X16" -# , -) D. 1 1116" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAM{ (3/16HS, .090, 3/16" HS) WINDOW "Y" DIMENSION GLASS TYPE FTL -3835 FiL- FTL -3850 28.500 34.000 39.500 ..45.000 A,B ;C.D 54:500 60.000 AREA A,B,C,D AR A,B,C,D 65.500 71,000 A,B,C,D AREA +80.0 -80:0 9.70 SQ. FT. +80.0 -80.0 10.79 SQ: FT. +80.0 -80.0 11.88 SQ.FT. +80.0 -80.0 12.96 SQ.FT. +80.0 76.500 A B,C,© AREA 82.000 B,C,D AREA -80.0 14.05 SQ.FT. +80.0 -80.0 +80,0 +80.0 -80.0 11.57 SQ.FT. +80.0 -80.0 12.87 SQ.FT. +80.0 -80.0 14.17 SQ.FT. +800 -80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +13G.0 -80.0 13.44 SQ.FT. +80.0 - 80.0. 14.95 SQ.FT. +80.0 -80.0 16.46 SQ.FT. +80.0 -80.0 17.97 SQ.FT. +80.0 -80.0 15.14 SQ.FT. +80.0 • 87.E C B, D AREA -80.0 +800 -80.0 16.23 SQ.FT. +80.0 -.0 +80.0 +80.0, +80.0 +80.0 -80.0 -80.0 18.06 SQ. FT. +80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 +80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 - 80.0 19.4€ SQ.FT. +80.0 -80.0 +80.0 -80.0 15.31 SQ.FT. +80.0 46.500 +80.0 _ 8Q.0 48.000 +80.0 -80.0 -80.0 17.03 SQ.FT. +80.0 -80.0 18.75 SQ.FT. +80.0 -80.0 20.47 SQ.FT. +80.0 +80.0 -80.0 20.98 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 +80.0 -80.0 22.49 SQ.FT. +78.11 -80.0 22.19 SQ.FT. -79.3 +79.3 +80.0 .15.82 SQ.FT: 16.33 SQ.FT. +80.0 -80.0 +80.0 -80.0 17.60 SQ.FT. 18.17 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.38 SQ.FT. 20.00 SQ. FT. +80.0 -80.0 +80.0 -80.0 21.15 SQ.FT. 21.83 SQ.FT. +80.0 -80.0 23.91 SQ.FT. +74.5 +80.0 +80.0 - 78.0 -80.0 0.0 24.00 SQ. FT. +74.0 +80.0 +80.0 -74.0 -80.0 -80.0 25.51 SQ. FT.. +71.8. +80.0 +80:0 - 71.9 - 80.0 - 80.0 26.33 SQ.FT. -74.5 +80.0 -80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 -80.0 +80.0 22.93 SQ.FT. +78.0 78.0 -80.0 23.67 SQ.FT. +76.8 -76.8 +80.0 =80.0 +80.0 -80.0 24.70 SQ.FT. 25.60 SQ.FT. -70.0 -79.1 -80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 -65.5 -74.0 -80.0 29.06 SQ.FT. +63.0 +71.2 +80:0 -63.0 -71.2 -80.0 30.00 SQ.FT. 73.1 +71.8 +80.0 -80.0 26.48 SQ.FT. +68.4 -68.4 +77.3 +80.0 -71.8 +80.0' -80.0 27.33 SQ.FT. +67.0 +75.8 -80.0 +80.0 -67.0 -75.8 -80.0 28.26 SQ.FT 29.17 SQ.FT. +63.9 +72.2 +80.0 -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 -62.4 -70.5 -80.0 30.03 Std. FT. 31.00 SQ.FT. +61.5 +69.5 +80.0 -61.5 +60.0 -69.5 -80:0 +67.8 +80.0 31.00 SQ.FT. -60.0 -67.8 -80.0- 32.00 SQ.FT. NOTES: 1. ALL IVIAXIIMMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. All SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST `RECTANGULAR` SIZE IN TABLE 1, WH(CH: THE %R OVERALL WIDTH AND HEIGHT UIMEN81ONS COMPLETELY t 1T WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. P $DUCT REVSSED eo ag3'fng with the F'len& guiding cede Aaegtaace No ; .0 C. pate ; 1 +.9 redact lot ato (UPDATE DESIGN PRESSURES PER ASTM E 1 �. 2AND NOTES CLEAN UP TABLE 1 DESCRIPTION-MO f1'€�V� . .. _ GE NOTE 1 ANC(' ORING WITH #12 SCREW 1070 TECI- INOLOGYDRIVE NOKOMIS, .FL 34275 P.O. BOX 1629 NOKOMtS, FL 34274 FL4NGED UNIT T DESIGN PRESSURES 7 ALUMINUM PICT 7RE(fNDI';it'; IMPACT I isib& Better SeriseVedst Satz. PW-701 ...NTS 5 12 Ofelft Mx 4259 -4 Roberti_ Clark, P.E. PE #39712 Sri ∎aural . .. • .... • • • .. • .... • • • • .... • • • • .... .... • • • . .... ▪ .... -- .• • • ... • • ... .. .. •• • • • • • • .... • • • • •••• • .. •• • .. • • • • • •• • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7116" LAMIW16A, .090, 371611-FIS") D. 11116" LAMI LG., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16HS, .090, 3116" HS) GLASS • TYPE FTL-3835 F11-3835 - -1:14-11 FfL-3850 A,B,C,D AREA 54.500 60.000 AREA A,B,C,D AREA +80.0 -8(10 +80.0 -80.0 +80.0 45.000 -80.0 +80.0 -80.0 +80.0 -80.0 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. +80.0 -80.0 +80.0 +60.0 -80.0 4-80.0 -80.0 •10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. +80.0 -80.0 +80.0 1 -80.0 11.88 SCLFT. 1 14.17 SQ.FT. +80.0 -80.0 16.46 SQ.FT. 18.75 SQ.FT. +80.0 -80.0 17,60 SQ. FT. +80.0 -80.0 19.38 SQ.FT. +80:0 -80.0 16.33 SQ.FT. +80.0 -80.0 18.17 SQ.FT. +8(10 -80.0 20.00 SQ:FT. 65.500 71.000 .76.500 87.500. A,B,C,D AREA A,B,C,D AREA A B,C,D AREA A 8,C, D AREA A +80.0 -80.0 12.96 SO.FT. +80.0 -silo • 14.05 SO.FT. +80.0 -80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 -80.0 +80.0 -80_0 16.23 SQ.FT. -80.0 +80.0 -80.0 +Bac) -80.0 +80.0 -80.0 +80.0 -80.0 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. +800 -80= +80.0 E-80.0 4-80.0 I -80.0 +80.0 -80.0 • 16.76 SQ.FT. 19.48 SQ.Ff. 22.19 SQ.FT. 22.93 SQ. FT. +78.0 -78.0 +80.0 +80-0 +80.0 -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 20.98 SQ.FT, +80.0 " -80.0 +80.0 -80.0 22.49 SQ.FT. +78.0 -80.0 +80.0 -80.0 +80.0 +79.3 -79.3 +80.0 -80.0 23.91 SQ.FT. +74.5 -74.5 +80.0 -80.0 25.63 SQ:FT. -80.p 21.83 SCLFT. +80.0 -80.0 23.67 SQ.FT. -78.0 +70.0 -80.0 +79.1 +80.0 -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 -80.0 26.48 SQ.Fr. -70.0 -79.1 +77.3 +76,8 -76.8 +80.0 25.50 SQ.FT. +71.6 -71.8 +80.0 -50.0 -68.4 -77.3 27.33 SQ.FT. +67.0 -67.0 +75_ -75.8 13,0 +80.0 ' -80:0 , +80.0 -80.0 +80.0 -8110 +80.0 -80.0 +80.0 -80.0 •+80.0 -80.0 AREA 17.32 SQ:FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ. FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 +80.0 -80.0 .0 -80.0 80.0 -80.0 +74.0 - 74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +80.0. -80.0 96.000 AREA A +80.0 18,41 SQ.FT 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ_FT. -80.0 • +80_0 • -80.0 +71.9 -71.9 +63.0 - 63.0 +61.5 -61.5 +60.0 -60.0 - +80.0 -80.0 480,0 -80.0 .0 +71.2 -71.2 +69_5 769.5 +67.8 -67.8 B,D +80.0 AREA -80.0 19.00 SQ.FT. +80.0 -80:0 L 22.67 SQ.FT. +80.0 -80.0 +80.0 -80.0 +8(10 -80.0 +80.0 -8410 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SCLFT. 32.00 SQ.FT. NOTES: A 1. ALL WOOMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2 ALL SHAPES.LEsaTHAN THE MAXIMUM,sizE. QUALIFY TQ,PRESWW FOR nig MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE 114 TABLE 2, WHICH THEIR OVERALL WIDTH AND DJMEPNS COMPLETELY FIT iM'THIN. ,34.NATALLAELON,WITI-INAII..§ IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION witH OTHER FASTENER TYPES ARE THROUGH THE FRAME SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. nevscr By Ciabg fievtsionm '-.� 'L arAk.141 Pada "*" 1*1003 chli • 7/141.03 -•--.• `,-,_ - • ^ • - _ • • UPDATE DESIGN PRESSURES PER AVM E 1300-02 AND NOTES. CLEAN UP TABLE 2 DESCRIPTION AND HEADINGS. CHANDENOTE 1 ANCHORING VVITH #12 SCRE'WS ixotc 1070 Trxkmdii-torvk- NOKOMIS. R. 34275 SOX 1529 NOKOMIS, FL 34274 PRODUCT REVISED - e$ catepbieg wilts the Raft • Raidleg Coda -,INTEGRA.LFINUNITDESIGNPRESSURES ALUMINUM PICTURE WINDOW, IMPACT ViiMy Better - messtiuddett PW-701 sc.4. NTS • Robert L Clark, P.E. • PE #397t2 Structure( 6 a 12 4259-4 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 0 1,1 I ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT ASIDE MAX. DAYLIGHT OPENING KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME VERTICAL SECTION (FLANGE FRAME) Daft: Peeesdiir Ravad�js' FK 12/15/!33 F.K. OCT 74/.4Mr 'twifeiti, oak,- • 1114/03 R Raves . A. tYxeksdep NO CHANGE 7?YLS SHEET t. 1s7QTEO•fNOLOGYDRIVE NO C MIS"FE 3427'5 P.O. 0oX 1529 NOKOMIS, F1.44274 vrsahb Befter SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT tsecivaiidoist s An Sbee6 Drata gNlo. PVJ 9 ` HALF' 7 a 32 42594 Rotten L. Gtark, P.E. #38712 SfiudCixat .••• • . • • • •• • •••• • •••• • • • • •••• • •••• • • • • .. •••• •••• • • ••• • • • .... •• • • • .. • . • •••• . • •••• • • • .. • •• • • • •• • 2.7840 Z784" OUTSIDE MAX. DAYLIGHT OPENING - MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING SCREWED CORN ER ASS'Y (INTEGRAL FIN FRAME) Rowdily: 1, Ca -12115/03 Dram 9j Datee F.K. 7114/03 Darce . 414,177 KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT ELD,.•Q_RASS'Y {INTEGRAL FIN FRAME) . Retldond cheasat HO CHANGE *IS SHEET 1070AG1t_PR{VE NOKOMIS, FL 34275 . P.O. BOX 1529 1v.KOMrs,• FL 34274 Na CHANGE THIS SST Date= i.abiy L ft"ter VERTICAL SECTION (INTEGRAL FIN FRAME SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT , Sheet • F�l+Y7U1 HALF 8- 12 4259 -4 Robdt L Claris P_E_ PE 39712 Stud} ITEM D G NO. PART # 1 4256A 64256 2 4253 64253 781. OESCRtPTION INTEGRAL FIN FRAME HEAD; 'SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB 8 SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL -10 11 12 13 14 4255 64255 :7116 L I-GLAS-S -BEAD 4254 64254 1 1/16LAMI I G `GLAD'B €AD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER. COVER DOW CORNING 899. GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAN: GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. INTERLAYER - 3116 ". HEAT. STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16"v} IRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3616" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB tNTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI t.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED .050" r.970" --1 :975" ITEM 1-6, 7/16 LAMI GLASS BEAD MAT'L: 6063-T5 DWG NO. 4255 ITEM I 1, 1 1/16 LAMI I.G. GLASS BEAD MAT'L 6663 -T5 DWG NO. 4254 .062" 2.784" .077" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME M4TL 6063 -T5 DWG NO. 4253 PRODUCT REVISED g with the Reptights Wang k Date 06 PittAgd eivset By: Data mama Br FJC 12/15+113 a: .1 ANGEi1itSSHEET 4-3/mtra Sp. F.fC 7/14/03 R It NGCHANGE nyts SHEET OwskedBy* Date, 1a70TWA/0/.03Y MAC h.34275 P.O.' sox 1524 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT 'b 8_ 31st PWV -701 Marty NA 425§4 V' WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) A (SEE NOTE 2) A .131" DIA. M N. x 2 112" NAIL, AT CORNERS AND 5" O.C. T 114" MAX. SHIM 1/4" MAX. SHIM 1 3/8" MIN. EMBEDMENT T 1 318" MIN. A EMBEDMENT WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE. ANCHOR (SEE NOTE 1) A 1/4" MAX. I SHIM SEE NOTE 1 FOR 7.-!:" R • : • EMBEDMENT A SEE NOTE 1 FOR :-- A EMBEDMENT: • e - • A 3.5 MI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBDDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 314" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314" MIN. 2_FOR-WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR G.REKLER, ,INSTALLATION:TO THEvSUBSTRATE OF WOOD .BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JCIRISDTCTION. 4: FOR:ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN • THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL SEA #12 SHEET METAL SCREW WITH' FULL ENGAGEMENT INTO THE ALUMINUM. _;IE,Tfj SE..CRITERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. t FLANGED DETAIL E 1/4" MAX. SHIM 1x WOOD BUCK (SEE NOTE 3) 3.5 KS( MIN. CONCRETE OR1.5KSt MIN. CMU A � as p.. c nahlkitOitig AcceliMaga &pingo* Oat :..:ice _•t j_. 9 Revislcur 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34274 T ANCHORAGE - 'HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT P144:701 10 d 12 4259-4 TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. 'U ....... O a. WINDOW "Y" DIMENSION 15.0" 20.0" 25.0" . 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" �[. p 1.,2.,4.`1.2., . ...DIM. lell Y X 111112NOMIUMILIKEEIRE112121E1 Xla X .Y LW X Y Qs iagi.Y 49.0" 'O.`r." rW CV N �.,.. W M CV 10 12 3/8 {"! r CO CV . N d s" CO el CV O - C_O _. iY7 Cs r rir37.1 s_ r C7 •11 L; 12 3/8' co `: 1112 3/8 :1 CD ` CO L4 �' CO [:12 3/8 ,t4 CO cr:) (V s''= N\ - e)• 61 C`1t r v- aD _Cl CM N r-" P O) .N t`1 'r` .T (+9 . CM 'CV �- 54.5 0 C. c_a a .r r .: C O • 0 .r °1- - co Cf) 0 s,- N CO r to 'N O3 r s• Y ��! co ul a •c• � Cq O r. r I 10 5/8. 1 r w Cf) 0 r r Y coo CO O r CD \ C`) 0) CO la O r cp 1 Cr3 C r a CO \ Cp C7 0 0) r .775751 CO cc7 0 r r 01 10 0 r CV r- r r ao CC) O r cV Y Y r' CO -a .0 r N T r r 03 «) 0 r co V♦ a r N co 0 0 r N 60 /y 0" U.V C O.J. (y T � CV .l•-• G) 'C n CCV r. N Y tr Y ZKS N -t•-•- N r r r CV r r r 0 r CO i....5 c1) [ CO -co ko (R. 0) CO \ :f3 0) r CO --.. 0) N r CV CV Y CO '�.. ��. 0) N s- CO i. id 0) I 12 0) Cat 65.5" O.C.. c� 0 ,- Cat ; . t.. {. "' O 1.. o ..Z y 0 - _,.. ` r cV r , M 'Q . t xis' .O r n r c s C3. r <= . • r may ��, : C r ♦O� ; Q) 0) L0 3/4 I yOS - . r 0) 03 :�,. O_ r• . 716-371 r 0 yr, r r O s-' ^` ,- r ! Nt t7. r ^r{ r- r r r OD y M O e- /]u 71.4 ('� //'+� 0.4 t. tt) r .CYI - 'C- r (d ` ' j+ , tt r (Y) t.. r O .. t"' CO _T C S Y c N. r' r CO r M r s+ . 'vi` !� Ai CO _-- 1 M .!'. to ..: CO r 'M T s. r.. r CO. r C j ' T s. r: r CO K- (C 3 '1"' l r .r .� "' i •r C31 CO. M CO r i�) r r M. �. C`7 CO >r. O 0 CO \ /.... Cr} . C)) (0 r -•••,-.... CO T r r .^ CO \ as r r co \ . 0) • C0 ... T C--ii r .[- r r 11 1/2 it O CI .r ,. m ,` t` co CO s.- CO . II G) 76.55" O.L. @? O .e- .r v.) O s- c, : s� 10 3/4 1 r- - s-' CD O r. - r.. C M o s- pro---741 r r© CO <- r r 10 3/4 r...r r \ c+7 CA - M O r- C� CO <`% O r v-- 0 CA O r Y r r r 0 r'- C'i T CD r r r r• r- a-- 0 r r r as C O V- r co N e^ 82.0" O.C. 0, Y Y s- t^ {ti CD r Y '' r Y CO r 'e-' r r .. r' 60 r r` .r. r C° CO r r r ct, t0 r T t r r 03 r r 'r r CI3 'r r r r 4 O r \. M 0) CO . r r r ". M !' \ C'r� Lr2 CO 1 14 LJ 03 r r s.. T r !-' r ( CD r r � r r [) CO r C+7 . CO CO :.?.^ T e+ (./'' W (141 " - 87.5 Q.C. CO - . CV .1_. (V r`,. 1� CO Cam! r Q r 0:2 N r CV r CV -..% c0 'j. 1,{j LV r \.' r CO CV r �, cn ' e- O t- r r [ -+ r�r r r 0: CO .'T- \\ ti 0) co' r M 0) . 12 5/8 co r" zM-.\ co 03'. t r O co CO r r C) ►� 0) .(0 r O . r-.r r '. tO r Es 0) r 4O r f+ CO 11i ^1 M r r r. 'Q C\.! r r ,r CO r -- i• 0 N r' r r t9 1 1~ 03 LO o'. r. 0) CO ••••., A CO 141 'r 83.0" Q�i. C`O r r tV , r �, CO '4"' r CJ CO t1) r r 'r CV 'r N m• !t3 r ,r �. co - .CO 14) r r •r CO O r CO: \CO tc? r r r CCS' r Y 0) M OD tc') r r CD � Q) `W . O r- CO M O O) CO tt) s._ r .- 6) s\ N s- r r CO' 1) r Y C1i s\ r , • a N s\--. r r CO CO CO r 0 Y co CV �y�y��. " vV.O O.C. I 7 1/2 N s-- O Y N r N T" r N r • co N r - (\4 r O T- r s I r - r- CV r- r r r '` 0s c- M• cY) O CO ..i4 "� CA 101/2j CO , CO C'r1 i` CA CO C V e-- d r-r r Ci T CO 'r. CO N e-- r r CV r 0 'E- CV . r r r CO arc :CX) N r r r .,� �' CO N r C0 '... C. CO c'11 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: =AX OtSeENT -ER (0.04 "X" AND -"Y"DHVIENSION FROM TABLE 3-(MIN: 2-1-18" 0.C. CONCRETE- SUI SRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: „,e DIM. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3 1" ` `iAPC013 4. 114" ELCO SS4 CRETEFLEX 5.5116" ELCO TAPCON Dade traded Con :rat "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W THIN AND USE THE ON- CENTER MENSION FOR THE RESPECTIVE 'ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE; NOT EXCEEDING 8112" FROM ANY CORNER.: •4 Dascaptker rQH t GE, vOQp SUBSTRATE pw-7oi ITS 11 d 12 4259 -3 Robert L Ciaik. P.E. PE #39712 Structural •••• • • • • •••• • • • • •• • •••• • • •••• • • • • •••• •••• • • • • • • •••• •r•• • • •• •• • • • ••• • • • • .• • • • • • • • • •••• • • • • ••••• • • • • •• • •• • • • • 4 • •• • • • •••• • • • • •• • •••• • • • •••• • • • • •••• •••• • . • • • • • •••• •••• • • ••• • • • • • •• •• •• • • • • • • • • • • •••• • • • • • •••• • • • • • •• • .• • • • • • • TABLE 4. CHAR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCI-iOR.:TYPES: WIND. fx WINDOW "Y" DIMENSION n . #12 STEEL SCREW (G5) 2.'#14 STEEL •SCREWI 5} __ .. 3 Me ELCO TAPCO1 4.114° ELCO SS4 CRE i EFLEX 5. 5/18" ELCO TAPCON • U tt. 75.0" 20.U"' 25.0" 28.5" 30.0" 34.0" 39 5" 45.o- 46.5" 48.0' M' i ' _� a :�= DIM. EME1 1111211112EitEaNIMI /2101 E1 112111111i 1+ E 1/11 E110 13 13 13 9 a.li. r r gm T... a . r V T a`o ..cY,s-' T ' w . C+ Y _ .. O r oo C4 T ay C4 r cc, r.. co c`? 0) co C4 Y cQ :z O a`o C4 Q••' w O3 , u: i---- r ..4. T co ' CO . C4 r a, r CO - f� co ca tt} `i" c',5 r z ∎ ill111111/ m T m a 54.55' co O.C. it3 0 • c if3. o ca P t to c, CV T 0 � LO o en 0 d c CV co OD Ct3 0 R1 zn a ay 11S 4 r. co 01 laa '' a ady Q CL1 Ui T^ r` e% r t!1 Q sty c3 ti, a) c- u3 �. ;25 �+ uy fi0.0" fl .C. ir3 CD N r- CO r II O yn OD T ' as ' to rn CD Oy co co CO j : CO �.; CO aD t= cQ - �- co s� 1 - SUPS c[, ay sty ay t� tD ,s7 rn O. III 55.5" 0c- . `' 0 ca C, �' el O ' .O • r cf3 � LL,., • C7 O r, T .: CD �, O • T r to C7 Ft • .« r Q 71.0" CO O.0 . M t-. Cfl i'3 T- O T' � ti CD C4 r. Cp. ffi r M � ,r CO , ' CO ay c\ * O .., T- 06 . CO (za - t0 ° t�" r C0 . co CO 1 try r T CO r C'") r 0 c i Cs- O 5 3 . 0 CD C � M oy •£fY r CD dD O L to 0 ice- (C) (-.5 r q r r O ci 7y toy 0 0 ti O 112 c� y N' � Fs Salr O T. OS Crti O c* r. t ti 'I ( .. . I " 76. a'rT - 0.C. • ti ° C'3 a C3 . r S8' (5 0 e4 t.. CO ° 03 00 I ° 1. r CO Cd _ r to A Q CO T ; d ° `! - try ° CO t t"'3 1,,,..- c- az -: M ° CO ` Z5 Ca C-3 P as �. Ce3 cD 04 Y by T CO ,r r CO l''3 O CV co ti} CO CO r CO O ;"(7-1- CO ':' r C, O Ili j� 8 .tia CO r LI.C. , r CV r ,� - co r r T, O : O !�. _ w.'r '1E' s-- 'GP• di : O Q' T Q), sD r r r , r : . . (!� ao O m r e- - T.^' O .0 m ro r T 4'.' so r T r co Ciy . CO t 03 - m r .r.- T' - cc -. to a? .CY3 CO i« O m r r r e° t ', is- i ,CS < .i li 't M C m T T ..- ill N3. M � m r . :.r �j s ..,87.fi ' CO 1 �_C. CV <- z ccy CV r • c., :• to ti 03 e4 . �. c uy CV T co .... ti CO- tl ay r ct -. %" ':C,' C3y t^ t,2 co t73: .n III !II Co .O' co r Ca ct, 03 UP T_ Q cu C3 a, "' e- co CO « uy 'C0 '4- 't C° _w I- :yJ co ity T cc} m .Cfl GO....0) co 1 as csy CV r' ? ,',_ 'CO 1111 cc, CO a . _.. 93.0" 00 az .. Q.C. t:y GI' ., r r m Sr Q r 0 to aa t) CA NI. - r 00 r ' .. r a0 w :" 533: : ifJ r. co .. o Ei3 4- 00 to r" ,'� c j to aT 0 CO L o r CO C",7 .,. zr- co �.. CJ as _. 0' !il T e- W aj o_o ,C., T co 71"4-;"5 t}y w r r j I C £s :..- ✓! ;# .•9Py� ° ii . co �- ti, n ay Y- ad r- aCt r, .CO rn r r` r-- Y T Q r r oz : '- �% Y m o) . tD 1f' T' ti3 1-6 iii: CO f:S a3 ( wiz: a3 _aJ�.0 s • f71i 1 c00 lip s ,- M '1,O'TES. , 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „Y° MAX Gtr -CE .T R {0 P::pc LAND °.r. ,O!MENSIQN FRO, M.T,P 3LE;:4 (MWN..2..1 /87,Q.C. CONCRETE SUBSTRATE).. . [3! MAX: 8 112' FROM CORNERS • • / • PE # i2 P E Stiacttwat 2 ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN.SQUARE OR RECTANGULAR: "j(" -. FIND THE SMALLEST WINDOW SIZE !NI-ABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLEI ELY FIT WITHIN ,: DIMENSION FOR THE RESPECTIVE. ANCHOR TYPE'AROUND THE, PERIME i ER OR CIRCUMFERENCE NOT EXCEEDING 8 112" DIM. AND USE THE ON- CENTER FROM ANY CORNER fima By WOTOTE E AVLOGYC WE` trk31f016}TS, Et 14276 • I4 KOMIS; II 34274 ANCHORAGE,. CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT .gersoflyz2 FK : ' - '... , 4, T 8 .... .. .NEW SWEET > s% boal Reybitow • Vtsthly Be -.rei pw-7oi NITS 12 a 12 4259 -3 rne�i ey_ FK [tale - 7[141'33 Chet:C de . • • •••• • • • • •• • •••• • • • •••• • • • • •••• •••• • . • • • • • •••• •••• • • ••• • • • • • •• •• •• • • • • • • • • • • •••• • • • • • •••• • • • • • •• • .• • • • • • • L GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5116" LAMI CONSISTING OF (2) UTES OF 118" HEAT STRENGTHENED GLASS WTTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAN CONSISTING OF (2) UTESOF 3!46 ANNEALED GLASS WITH AID' - 7 DUPONT BUTACITE OR x -: MAXIMUM PVI3 INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAM( CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 10: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • J. 13118" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENED GLASS WITH .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16" LAMI ICI: (1) LITE 0E1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AIM. 13/16" LAMI 1G: (1) UTE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION) R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7. REFERENCES: TEST REPORTS FTL- 4645, FTL -4646, FTL -4647, FTL -4648, FTL -4649, FTL- 4650, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH7O1. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH. THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 • • • • • •• • • 000000 •••• • • •••• 000000 • • •• • • 000000 • • • • • • • • • • •• • 1070 iE:ONNOLOGY DRIVE NOKOMIS, F134275 FJC DOW 911105 ADD FTL -4723 70 NOTE 7. Checked 13y; n•r•: J.J. 7 F o. BOX 1529 NOKOM S. FL 34274 Visibly Better ALUM. SINGLE' HUNG WINDOW, IMPACT aandMode* SH70O NTS Sheet 1 d 11 Awing Na. 4040 -20 Robert L. Clark. P.E. PE #39712 Structural •••• • • •••• •••• • •••• • •••• • • •••• ••• • • • •• • •••• • • •••• •• • • • • • 000000 • • • 000000 • • 000000 • • ••••S • • 00000 000000 •• • •••••• • • •••••• • • (80,81 or 82 112" NOM. GLASSBITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5116" LAMINATED GLASS Roved Br 1/2" NOM. GLASS BITE f A, NOTE: LAMI 1G OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR C> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7116" LAMINATED GLASS 89,90 or 91 1/8n ANNEALED OR HEATSTRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS, 13/16" NOM. 1311`6" LAME IG GLASS Wf 5I16 LAMI Rermi ex Daft &wawa. FIC . J1/13/06 . B ... ITEA�92 T06Ii61,41bt/i3 GLASS + dey: (A,A,Aj$ tAbll /G ROTE F.14 1/24/09 A NO CHANGE THIS SHEET AVM off Cheetad PA 9/1106 1.1 . twax 2133107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1628 NQKOMIS, FL 34274 1/2" NOM. GLASS BITE 3/16"-ANNEALED OR HEAT STRENGTHENED GLASS _090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/18" NOM. 13146" LAMI IG GLASS W/ 7116" LAM -, Visibly Better GLAZING DETAILS reC ALUM. SINGLE HUNG WINDOW, IMPACT SerInGlacist six $11700 I Full l 2 or 11 I 4040 -20 PRODUCT REVISED es eerepitylog g Cede the F%tla Acceptance No / .. Explratake Rate sty /l. .04 .2o /t Robert L. Clerk, P.E. PE 939712 Structuer • • • • • •• • • •••.•• •••• • • •••• •••••• • • •• • •• •.•.•• • • • • • • • • • • •• • • • •••• • •••• • •••• • • •••• ••• • • • • •••• • • •• • • • • •• • ••••.• • • • •••••• • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • • •••••• • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSJONS WINDOW HEIGHT -WIDTH GLASS TYRE 83" 66" , 72" ,. 48" A,B.M +80.0 -80.0 - +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +804 -80.0 +80.0 -8(10 50" A•B,M +80.0 -80.0 +80.0 -80.0 +80:0 80:0 +80:0 - 80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 A;B,M- - +801 80 i1 + fI. -80.0 ,.. +80.0: -811 - -+&L0 - 811: ?_.. +76.8 , -78.S _ a .,. -77.8 +75 -�75 9_ 53118" A,B,M s� +80.0 -80.0 +80.0 -80.0 +79.6 79.6 +78.2 _ . +75.4 -754 +74.0 -74.0 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L 180.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL. FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSJONS WINDOW HEIGHT' WIDTH GLASS TYPE 38 3/8" 44 50 518" 63" 72" 74" 76" 43" A,B;M +80.0 -80.0 +80.0 -80.0 • +80.0" 50.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 . -70.0 50" A,8,M +80.0. -80:0 +890 -80.0 +80,0 -80.0 +79.9 79.9. +70.0 700 +70.0 -70.0 +70.0 70.0 52" , A,B,MA +80.0 -80.0 +80.0 . -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53118" A.B,M, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 , -66.7 +65.5 -65.5 UP TO 5,3118" C,D,E,.F.G.H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION j, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS GLASS TYPE "0" MEETING RAIL "0" MEETING RAIL "X" SASH TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 118" 2211116" 33 3/4" 39 5116" 4413/16" • 1 50 3/8" 53 1/8" • D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 } -80.0 +70.0 ; -70.0 +70.0 5515/16" +70.0 F-70.0 WHT. MINUS SASH HT. MEETING RAIL. GLASS TYPES: A. 5/16" LAMI - (118 "A,.090,118 "A) B. 5/16" LAME - (1 /8"A..090,1 /8 "HS) C. 5/16" LAME - (1/8 "HS,.090,1/8"HS) D. 7/16" LAM! - (3116"A,_090, 3/16"A) E. 7/16" LAME - (3/16 "A,.090, 3/16 "HS) F. 7/16" LAME - (3/16"HS,.090, 3/16 "HS) G. 13/16" LAM! K3 - 118"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) H. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" LAM! - (118"A,.090,1/8"HS) I. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8 "HS) J. 13/16" LAN II -1/81.14S, AIR SPACE, 7/16" LAMJ - (3/16 "A,.090, 3/16"A) K. 13/16" LAME IG - 1 /8"HS, AR SPACE, 7/16" LAM! - (3116 "A,.090, 3/16 "HS) L 13/16" LAMI IG - 1/8"1-IS, AIR SPACE, 7/16" LAM' - (3/16"HS,.090, 3/16 "HS) M. 13/16" LAMI IG - 118 "A, AIR SPACE, 5/16" LAME - (1/8"A;.090, 1/8 "A), TEST REPORTS FTL -4647, 4648, 4723, 4957 FTL -4647, 4648 FiL -4847, 4648 FTL -4645, 4885 FTC-4645 F•11_- 5 FTi_ -4646, 4723 Flt -4646 FTL-4646 FTL -4649, 4650 FTL -4649, 4650, 4958 FTL- 4649, 4650 FTL -5063 TABLE 4. • • • • • •• • .••••• • •••••• •••• • 000000 • • •• •• ••••:• • • • • • • • • • • •• • •••• • • • •••• • •••• • • •••• ••• • •• •••••• •� 000000 • • •••••• • • 00000 • • 00000 000000 •••• • • •• • • • • 000000 • • •••••• • • • •. • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING i" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.A Bs ; F.K P0,04 sr F.K 11/1 Oster 1124/08 Dar 97111x5 ADD FTL -4723 70 GLASS 7YPESAAND a Da.a;,aoz DESIGN PRESSURES ALUM SINGLE HUNG WINDOW IMPACT Robert L. Clark, P.E. PE #39712 Structural As, 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSJONS WINDOW HEIGHT -WIDTH GLASS TYRE 83" 66" , 72" ,. 48" A,B.M +80.0 -80.0 - +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +804 -80.0 +80.0 -8(10 50" A•B,M +80.0 -80.0 +80.0 -80.0 +80:0 80:0 +80:0 - 80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 A;B,M- - +801 80 i1 + fI. -80.0 ,.. +80.0: -811 - -+&L0 - 811: ?_.. +76.8 , -78.S _ a .,. -77.8 +75 -�75 9_ 53118" A,B,M s� +80.0 -80.0 +80.0 -80.0 +79.6 79.6 +78.2 _ . +75.4 -754 +74.0 -74.0 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L 180.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL. FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSJONS WINDOW HEIGHT' WIDTH GLASS TYPE 38 3/8" 44 50 518" 63" 72" 74" 76" 43" A,B;M +80.0 -80.0 +80.0 -80.0 • +80.0" 50.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 . -70.0 50" A,8,M +80.0. -80:0 +890 -80.0 +80,0 -80.0 +79.9 79.9. +70.0 700 +70.0 -70.0 +70.0 70.0 52" , A,B,MA +80.0 -80.0 +80.0 . -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53118" A.B,M, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 , -66.7 +65.5 -65.5 UP TO 5,3118" C,D,E,.F.G.H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION j, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS GLASS TYPE "0" MEETING RAIL "0" MEETING RAIL "X" SASH TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 118" 2211116" 33 3/4" 39 5116" 4413/16" • 1 50 3/8" 53 1/8" • D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 } -80.0 +70.0 ; -70.0 +70.0 5515/16" +70.0 F-70.0 WHT. MINUS SASH HT. MEETING RAIL. GLASS TYPES: A. 5/16" LAMI - (118 "A,.090,118 "A) B. 5/16" LAME - (1 /8"A..090,1 /8 "HS) C. 5/16" LAME - (1/8 "HS,.090,1/8"HS) D. 7/16" LAM! - (3116"A,_090, 3/16"A) E. 7/16" LAME - (3/16 "A,.090, 3/16 "HS) F. 7/16" LAME - (3/16"HS,.090, 3/16 "HS) G. 13/16" LAM! K3 - 118"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) H. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" LAM! - (118"A,.090,1/8"HS) I. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8 "HS) J. 13/16" LAN II -1/81.14S, AIR SPACE, 7/16" LAMJ - (3/16 "A,.090, 3/16"A) K. 13/16" LAME IG - 1 /8"HS, AR SPACE, 7/16" LAM! - (3116 "A,.090, 3/16 "HS) L 13/16" LAMI IG - 1/8"1-IS, AIR SPACE, 7/16" LAM' - (3/16"HS,.090, 3/16 "HS) M. 13/16" LAMI IG - 118 "A, AIR SPACE, 5/16" LAME - (1/8"A;.090, 1/8 "A), TEST REPORTS FTL -4647, 4648, 4723, 4957 FTL -4647, 4648 FiL -4847, 4648 FTL -4645, 4885 FTC-4645 F•11_- 5 FTi_ -4646, 4723 Flt -4646 FTL-4646 FTL -4649, 4650 FTL -4649, 4650, 4958 FTL- 4649, 4650 FTL -5063 TABLE 4. • • • • • •• • .••••• • •••••• •••• • 000000 • • •• •• ••••:• • • • • • • • • • • •• • •••• • • • •••• • •••• • • •••• ••• • •• •••••• •� 000000 • • •••••• • • 00000 • • 00000 000000 •••• • • •• • • • • 000000 • • •••••• • • • •. • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING i" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.A Bs ; F.K P0,04 sr F.K 11/1 Oster 1124/08 Dar 97111x5 ADD FTL -4723 70 GLASS 7YPESAAND a Da.a;,aoz DESIGN PRESSURES ALUM SINGLE HUNG WINDOW IMPACT Robert L. Clark, P.E. PE #39712 Structural DETAIL C 75" I.F. HEIGHT I j 76" A FLAN HER j 4 I i ��" SASH HEIGHT. DETAIL E RADIUS TOP (CUSTOM SASH) VERTICAL DAYLIGHT OPENING IXED LITE LOW HIGH DETAIL SILL SILL A 34112" 34 3116„ B 415/8" 411/4" C 41 114" 4a 718" O 52 518" 52 11/16" E 52114" 52 5116" SASH I LOW HIGH DETAIL SILL SILL A 34 112" 34 3116" B 27 7116" 27 118" C 27 7116" 271/8" D 16318" 153/4" E 16318" 15 3/4" TABLE 5. ! - t ' b NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. A. Rm dBr l +r 1070 'TECHNOLOGY DRIVE E _ I 1 V6 B ADD JNTFGRAL_�±r(.F) VERSION, CHG. NOTE ADD 4 NOKOMIS. FL34275 I weer: ,... ir F.K 112406 A NO CHANGE THIS SHEET' P.0.1 19X 1525 a e6- a .:. ._ By: ..: 1 NOKOMIS, FL 34274 F.K 9/1/175 J.J. 2/23(07 Ossotpliar ELEVATIONS ALUM_ SINGLE HUNG WINDOW, IMPACT • • • • • •• • •.•••• • .••• *• •••• • • 000000 • •..... • • • • • • •• • • • •••• • •••• • • •••• ••• • • • •• • .••• • • •••• .. • •. • •• • 000000 • •.••.• • • •••••• • ••••• • • ...•• .••••. • • • 000000 • • ••..•• • • MAK HEIGHT INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1 ) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYUGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT MAX. FIXED LITE DAYLIGHT OPENING m 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.} FRAME SECTIONS A INSIDE OUTSIDE r MAX. VENT DAYLIGHT OPENING 1 v� O 0 SECTION B -B (LOW SILL SHOWN) 2.330" (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY ALTERNATE HIGH SILL 2.946" (I-UGH SILL} ULTRAUFT ONLY 'IAMB OUTSIDE 2.770 ®�► F. FRAME ij OUTSIDE I 0 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION nukr .11/131116 Dab: 1/24 Andaboor AQDl.F. SECTIONS &CONSOLIDATE SAL COMPONENTS 91/05 taibistcat A NO CHANGE THIS SHEET Crom*edBy: t7 r • .i..1. - 223417 1070 TECHNOLOGY DRIVE NOI4069S4 4- 34275 P.O.BOX1529 NOKOMIS. R. 34274 SECTIONS ALUM. SINGLE HUNG WJNDOW, IMPACT Vlsa'b Bey Sothisakdak sans Spat aevmgNo. SH700 Neff 5 or 11 4040 -20 PRODUCT REVISED as eempfyhts With Lam+ Fieride go dIa$, Code MNe Um Pate .11 Ds& Padua 2011 1 Robert L Ciaaik. P.E. PE #39712 Structural • • • • • •• • •••••• • •••.•. ••••• • .••• •••••• •• • • • • •••••• • • • • • • • • • • •• • ••• • • • •••• • •••• • •••• • • •••• ••• • •• • •••• • • •• • • • • •• • ••••.• • • • •••••• • • 000000 • • ••••• • • ••••• •••••• • • ••••.• • • 000000 • • ITEM DWG# 1 4002A FLANGE FRAME HEAD DESCRIPTION 2 1155 #8 X1.000 QUAD PN. SMS 3 4003C . FLANGE FRAME SILL (LOVV SILL) I+828 AD E8I'JEO_P'ENCELL.FO VIP; 6 - 4004 FLANGE FRAME JAMS 7 4025 SASH STOP 4025 ' SASH STOPTEGRESS) 1.125 LONG 4029 SPIRAL BALANCE, 318 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 11 2 #8 X .750 PH. PN. SMS BALANCE BOTTOM BRACKET 13. 1085/108= :SASH: TOP GUIDE 15 #8 X1 PHILLIPS FLATHEAD S. STL 16 1080 -1 BALANCE COVER, 11/16" 17 4053 SASH. STOP COVER 8 . 4029 -1 SASH BRACKET 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 21 4054C - FIXED MEETING RAIL 23 4006C SASH TOP RAIL 25 - 1235 VIISTP.,:170 X 270 BACK, FIN SEAL 26 1096 SWEEP LATCH 27 1016 #8X.625 PH. FL. SKIS 28 4007 SASH BOTTOM RAIL (LOW SQL) 30 1226 TP., BULB VINYL 31 4008 SASH SIDE RAIL 34 1268 SASH FACE GUIDE 35 1622 LAM SETTING BLOCK 3/32" X 25164" X 1' 36 1052 LAM IG SETTING BLOCK 1" X3/4" X1 116" 37 1224 VLNYLY GLAZ. BEAD BULB (THICK) 38 1225 VINYL GLAZ. BEAD BULB (THIN) 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 42 4044B GLAZING BEAD, 5/16 LAMA W/GRILL KIT 44 4222A GLAZING BEAD, 7116" LAM 45 985C GLAZING BEAD, 7/16" LAM WIGRILL KIT 46 4067 GLAZING BEAD, 13/16" LANG 1.G 47 4071A FRAME, IF. HEAD 48 4072A FRAME,'I F. LOW SQL 49 4073A FRAME, I.F. HIGH SILL 50 4074E FRAME, I.F. JAMB 52 4009 SILL LATCH (EGRESS) (LOW SILL) 53 1088 SPRING, SILL LATCH (EGRESS) 54 2740 SILL LATCH (EGRESS) {HIGH SILL) 55' 1014 SCREEN FRAME (NOR. & VER.) 56 1630 SCREEN CORNER .KEY W/R1NGS 57 1631 SCREEN CORNER KEY W /OUT RINGS 58 1073 SCREEN SPRING 59 1624 AWAY By: b Et( SCREEN SPLINE - .135 DIA. FOAM PGT# 612225 781 PQA 612226 7PA1D1626 612227 812244. 812244 6BALCVR916 7834M 7BALTBKT 42504 7BXIFPAX 6BALCVR670 64053 7ULSRKT 7832X12FPFX 84054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247VI7,K 6TP248K 640398 644703 64222 6985 64067 6407 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K Oak 11/1 Revisioner awe sy: FIC. Loom 1/24/08 A ADD LF. FRAME ITEMS 47, 48, 49 AND 50 UPGRADE ITEM 21. ADD ITEM 92.' CHG DESCRIPTION ITEMS 7,88 13 140 CHANGE MIS .SHEET Thew 911105 tray .1231817 A 1070 TECI1NOLOGY DRIVE NOKOMIS, FL 342M P.O. BOX 162& NOKOMtS, PLUM LTSIA DWG.# DESCRIPTION PGT# 60 r 1635 SCREEN SPLINE - .135 DIA. HARD 61635K 61 SCREEN CLOTH 6.1816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 _ #6.X:1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 - 7/16 LAIVA 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69' _ 4050A --FLANGE ERAS SIL IGl- SILL) : 6 50 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMI, (1/8"A.090 PV9,1/8 "A) 81 B. GLASS, 5/16" LAM, (1/8 "A,.090 PVB,1/8" HS) 82 C. GLASS, 5/16" LAM, (1/81- IS,.090 PVB,1 /8"HS) 83 >_ D. GLASS, 7/16" LAM, (118 "A,.090 PVB,1/8 "A) 84 E. GLASS, 7/16" LAM, (1/8"A.090 P JB,118"i1S) 85 F. GLASS, 7/16" LAM, (1/8 "11-IS,.090 PV6,1 t8 "HS) .86 G. GLASS, 13/16" LAM 10;1/81HS AIR SPACE, 5/16" LAM, (118 "A.090 PVB,1/8"A) 87 1-1 GLASS, 13/16" LAM 10;118"HS,-AIR SPACE, 5116;' LAM, (118 "A.090 PVB,1/8"HS) 88 1 GLASS,13/16" LAM 10 ;1 /8"HS, AIR SPACE, 5/16" LAMA, (1/8 "HS,.090 PVB,118 "HS) 89 J. GLASS, 13 /16' LAM 1G;.1/8"l-IS, AIR SPACE,-7/16" LAM, (3116"A;.000 PM:4,3/16 "A). 90 K. GLASS, 13/16" LAM 10; 1 /8` HS, AIR SPACE, 7/16" LAM, (3/16 "A,.090 PVB,3/16 -1S) 91 L. GLASS, 13/16" LAM 10;1/8"18, AIR SPACE, 7/16" LAM, (3/16 118,.090 PVB,3/16"HS) 92 M. GLASS, 13/16" LAIVA 1G; 1/8 "A AIR SPACE, 5/16" LAS, (1/8 "A,.090 PV8,1/8 "A) FRAME, I.F. HEAD #i4071A, 6063 -T6 FRAME, I.F. HIGH SILL #4073A, 6063-T6 FRAME, I.F. LOW SILL #4072A, 6063 -T6 PROMO' REVISED toraptying w *Adding Code Aromas:we No irst€on Mite FRAME, I.F. JAMB #40748, 6063 -T6 (USED AS RADIUS TOP HEAD) PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better NTS Shoat 6 « 11 Etrasittglia 4040 -20 Robert L Clark, P.E. PE #39712 Structured • • • • • •• • • •••••• •••• • • •••• •••••• • • •• •• ••••:• • • • • • • • • • • •• • •••• • • •••• •••• • •••• • •••• • • •••• ••• • • •• • •••• • •••• • •• • • • • •• • • • • ••.••• • • 000000 • • ••••• • • 00000 •••••• .• • 000000 • • •••••• • • FLANGE FRAME SILL (Low) iif Allhww __ VIEW 0-0 (111 & VIEW HEAD & srLL. RADIUS TOP SILL) VtEt�/ E -E FRAME CORNER CONSTRUCTION ONLY) .050 678 9.115 GLAZING BEAD' 7116" 0856, 6053 -T5 (USED WI GRILL KIT) G E HUNG WINDOW IMPACT • •••... • • • • •... • •• • • • ...... • • • • •..••• • •....• •.•• ..•• • • • •••.•' ..• • ••.• • • •�e •..••. •• •• • • • • •••••. • • • • •••• •••••• • • • • • • • • •••• •..•.• • • ••• • •• • • • • • •• • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. _S.UBSTRATE:. ANCHOR TYPE: 28.603 34.603 19.125 C,D,E,F,G, H,I,J,K,L A,B,M 40.603 Z c Z O0isNfl 1 1 1.2 2,2 0 WINDOW HEIGHT 46.603 52.603 U U U fl ZpC3 Z Z 0 o ri"o � rx Z O fl O oN 58.603 z z rh !3 °: ° 64.603 76.000 1:2 2 2 2 2 22 2 2 2 2 2 2 1 1 2:2 2.2 1 1 1 1 1 21,1 1 22.2.1 2222222 1 1 1 1'2 1.2 1.2 1 1 1 1 1 1 1 2 2 2 1 2 2.2 2 2 2 2 1 1 2 2 2 2 1 2 2 2 2 2 2 1 1 1 1 1 2.2 2 2 2 2 2:2 23 1 2 2 2 1.2 32.000 C,D,E,F,G, H,I,J,K,L 37.000 AB,M C,D,E,F,G, H,I,J,K,L A,B,M PS C,D,E,F,G, 40.000 H,I,J,K,L 1 1 1 1 1 1:21 :2222.312 1 1 1 1 1 21 22:223 1 1 1 1 1 2.21 2222'31 2 1 1 1 1 2 2 1 2 79 1 1 1 1 1:2 2 2 2.3 A,B,M PSF C,D,E,F,G, 44.000 A,B,M 2 2 1 2 2 2 2[21;2 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 3 2 3 1 1 2 1.2 2 3 2 3 2. 2 2 2 2 2 2 3 2.2 2 3 2 3 2 .2 2 2 2 2 2 2 3 2,2 2 3 2 3 1.2 2 2'2 2 1 1 2 3,2 3 1 1 1 122;3,23 1 2 2 2.2 2 2 1 2;22222 1 1 1 2:22222 1 22 1 1 2 2 2 3 2 212 2 2 3 1 1 1 2 2 2 2 2 3 1 1 1 2 2 2.3 3 3 1 1 2:333 2 2 1 1 22'23 1 1 1 1 1 2 2223,2.3222.333 1 1 1 1 1 1 2223.2.3222;3.3.3 1 1 2 1 2 2:2 3 2 3 2:2 2 2 1 2 2.3 2 3 2 2 2 3 2 3 1 2 3 2 2 1 23.2:323 2 2 2:3 3 4 2 ` 2 2:3 34 1 1 1 2 2 2:2 2 3 1 22 2 2 212 1 2 2 1 2 2 1 2 1 1 2 1 3 3,3 4 3 2 3 3 3 4 3 3 1 1 1 1 2 2 3.3 3 4 3 2 1 2 3 1 23 2 2 3 3 3,4 2 2 3.3 3,4 1 3 3 1 3 3 1 1 3.3 3 4 2 2 3.4 3 5 2 2 3.4 3.5 1 3.3 1 3 3 1 3 U z 0 0 1 3,3 1 3 3 1 3 3 1 3 3 1 4 4, 4.14 2 4.4 2 4 4 2 ` 2 2 2 23 2 2 222 2 3 2 3 2 2 2 3 2 3 2 2 3 2 2 3 2 2 2 3 2 4 2 2 2 3 2 4 2 2 3 3 3 4 2 2 3 :3 3.4 2 2 3 4 3 5 2 • 2 3.4 3 5 3 3 2 3:3 2 2 3 4 4 5 2 2 3 4,4 5 2 3 3 3?3 4 4 2 4.4 2 2 2 2 2 2 3 2 3 2 2 2 2' 2 3'3 2 4 2 3 2 2 333'4 2 2 2 2 2 3 2 22_ 2 2 2 3 2 3 2 2 2 2 2 3.324 2 2 3 2 2 3.334. 2 2 3, 2 2 3 2 2 3 3 3 4 2 3 2 2 343`5 33 2 2 3 4 4 5 2 2 33 3:4 2 2 3 2 2 3 4 3 5 2 3, 3 2 2 3 4 4 5 2 3 4 2 3 4 2 4 5 2 4 5 PSF 79 C,D,E,F,G, 48.000 H,I,J,K,L 79 2 2 2 2:33423 2 2 2 2 2 3:33.4 2 3 3.4 3 4 A,B,M 2 2 2 2 21-22,2222:3 PSI= 72 79 79 C,D,E,F,G, 2 2 2 2 2 53.125 H,I,J,K,L 212 2 2 2 2 2 3 2:2 2 .2 2 3 3 4 2 2 3 :3 3.4 2 "3 2 3 :4 3. 5 3 3 2 2 3 43'4 2 2 3 :435 2 3 3 4 3.5 2 2 3 3 3 4 5 4 6 5 5 Res.aex ages 2 2 2 3 3 4 2 2 :3 2 2 3:434 2:3 2 3 3 4 3'4 2 3:3 2 3 3 4 3.5 2 3 3 2 3 4 4 4 6 3 4 2 2 .2. 2.__ 2 A,B,M 212 2 2 212 2 3 2 :2 2 . 2 233:4 2 2 3 2 .... 2 3.434 2 3 2 . 3.. 3 4 3 :4 .2_. 3.3 2 3 3;4 3 5 3,3 2 3 4 4 4;5 2 3, 3 3 3 4.5 4 6 2 .3 4.5 4 6 2 34 2 3 4 5.6 3_ 45, Revedftv FJG OW,WISY: FJ arm FK. mom . 11I13Af3 o . 112 Rewsioar B. REVVSEANCHORAGE TABLE AND NO7E5_ ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. A NO CHANGE THIS SHEET Dew 7105- .. Oteoked Sy! ,1.d. Ogler 22123107 l 1070 TECHNOLOGY DRIVE N OKOMIS, FL 34275 QO. SOX 1632 NOKOMIS. FL 34274 Visibly Better ANCHORAGE. NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 112" MAX. FROM TOP CORNERS JAMBS -17 112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM .CORNERS 6° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. ,RESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 2 3 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAAl1B BELOW MTG. RAIL r .outicT REVISED es complying wig[ the NOW llg Cede Acceptance No s t 04 t 214/ ANCHORAGE SPACING, 1/1 WINDOWS ALUM, SINGLE HUNG WINDOW, FACT StedesAbelet Sankt NTS tibset 8 d 11 Doming Ha. 4040 -20 Rirr Robert L. Clerk, RE_ PE #38712 Strums • • • • •• • • 0.000• ••••• • •••• •• •• • • • • • • • • • • •• • •••• • •••• • • 0000• • •••• ••e • • 0• • •••• • • •••• • • •• • • • •• • • •• 000000 • • 000000 • 00000 • • 00000 • • • ••...•, • • •0.00• • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. - SUBSTRATE'�� ANCHOR TYPE- ----.. WINDOW HEIGHT 29.655 37.155 44.655 52:155 59.655 67.155 ' 74:855 76:03 0 cM� 8c'"pr©c(\lz,N0 s U v. U U. II, ?• o 0 1 CONC 0 ccio 'S 0 o 0 ONOO' CI (ONO 0' t9 1 CONC - 0 wicl 0 U '77-700N 0 ql_r1V.1° rJ 0 0 U ;`d6 1) 1 GONG 0 NONO 0 0 0 -O - 0 �IIINDOW WIDTH GLASS TYFE 19.125 C.D,E,F,G�. H,I,J,K,L' 1 1 1 1 .1 1 1 1 1 1 2 2 11 2 1 2 2 1 2 2 1 2 1 2 2 2 2 2 2 1 2-2 -1 2 2 ,) 2 2 1 2 2 1 1�_ 2.2 22 2 2 3 2 ;_. 2 2 3 2,3 1 2 1_ 2 2 1 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2.2 1 2 1 1 2.212 1 2 1 2 2 1 22,2;2 1 1 2:2 1 2:2 1 1 2.2,2.2 1 2.2 1 3 2 1 2 2 1 3 2 1 3 2 1 2.2 1 3 2 . 24.000 PSF ' 79 C.D,E,F,G, H,I,1,K,L 1 111 1 1 1 1 1 1 1 2 2 1 1 1 1 2;2 1 2:2 1 2•2 1 .2-,2 1 2 2 1' 2,2 1' 2.2 1 2.2 1 2 2 1 1 3 2 1 3 2 T 1. 2.2 1 3 2 r 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 ..1t1 1 1.1 1 1.1 1 2 2 1 1.1 1 2 2 1 2 2 1 2:2 1 2.22.2 1 1 2.2 1 2 2,2-2 1 1 2 :2 t 3 2 1 3 2 1 2:2 1 3:2, 1 3 2 1 2 2 1 3 2 1 3 2 1 2.2 1 3 2 32.E PSF 6E 77 I. i C,D,E,F,G. H,I,J,K,L 1 1 1 1 1 1'1 1 f 1 1 2.2 1 2 2 1 2-2 1- 2.3 1 2 2 1 2 2,3 2 3 1 2:2 1 3 3 2 3:3 1 3.2 1\ 3 3 1 3:3 1 2 2 1 3.3 1 4 3 1 3 2 1 4 3 1 4 3 1 3.2 1 4 3 I A,B,M 1 . .... 1 { 1 1 1 1 . „1 111 1 2 2J2 1 2 1 2 2 1 2 : 3 1 2 2 , 1 2 2 2 3 3 1 2 2 1 1 3 3 2 3.3 1 3 2 1 3 , 3 1 ° 3 3.2-2 1 1 3 : 3 1 4 3 1 3 2 1 4 3.4 1 3 1 3 2 1 4:3 37.0(10 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 i 1 1 1 1 i 1 2 1 2J2 2 2 1, 2 2 2. 2: 3 1 2 2 2 2 3 2 3 3 1 2.2 2 3 3 2 3 3 1 3 3 2 4 3 2 3.3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2' 4 3 B • 1 1'I 1 1 1 1 1I1 2. 1 22 2 2 1 2 2.2 2 3 1 2 2 2` 2`3 2 3 3 1 2 2 2 3 3,3 2 3 1 3 3 2 4.3 4 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4,4 1 3 2 2 4 3 40000 PSF 54 79 62 . 79 C,D,E,F,G, H,I.J.K,L 2 111'111 2 2 rill 2 2 2322 2 2 2 22 2 3 2 2 2 2 3.3 .2 .3 3 2 2 2 2 3 3 2 4..3 2 3 3 2 4 3 2 3 33:3 2 2 4 3 2 4 4 °2 .3 3 2 4 3,.4 2 4 2 3 3 2 5 3 A S} 2 11 2 11 2 1I1 2 2 22 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 3 2 2.2 2 3 3 2 4.3 2 33 2 4.3 2 33 2 3 3 2 4.3 2 4.4 2 3:3 2 4 3 2 4.4 2 3-.3 2 5 3 44000 PSF 49 79 56 79 79 t C,D,E,F,G, H,1,J,K,L 1 2 1 2 l l i 2 1 1 1 2 2 2 2 2 2 2 212 2 3 3 2 2.2 2 3 3 2 3 4 2 2 3 2 3.3 2 4,4 2 3 3 2 4 3 2 4 4 2 3 3 2 4.3 2 4 4 2 3 3 2 4 3 2 4 4_3 2 3 2 5: 4 ABM 111 22 111 2 .111 2 2 212 2 2 2 2 20 2 3 3 • 2 2 2 2 3f3 2 3 4 2 2,3 2 3..3.4.4 2 2 3:3 2 4!3 2 4 4 2 3,3 2 4 3 2 4 4 2 3.3 2 4 .3, 2 4 4 2 3:3 2 5-4 48.000- - PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2. 1 1 2 111 2 1)1 2 2 2 212 2 2 2 2; 2 3 1 3 2 2.2'3;3 2 2 3 4 2 3: 3 2 1 3;3,4:4 3 2 3.3 2 4'4 2 4-4 2 3:3 2 4.4. 3 4.4 2 4; 3 2 5 4 3 4 4 2 4 3 2 • 5.4 A;B,M 2' 111 2 1.11--1. .2 2 2 2 T1. 212. 2-2 .212-51-3- 2 2 2; 2 2 3 3 2 3.4 2 3.3 2 3 3 3 4:4 2 3:•3 2 4.4 2 4 4 2 3.3.4.4 2 3 4:4 2 4 3 -2 5 4 3 4 4 2 4 3 2 5;4 53125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 1i1. 2 2 2 2 2 3 313 2 33 2 3 3,4 3 4 2 3;3 3 3 4 4k4•4 2 3 3 3 4 4 3 4.4 2 3:3 3 4 4 3 5 5 2 4'3 3 5 4.5 3 5 2 4 3 3. 5:4� 3 5.4 -ii 1 111 212 2 2 212 A B,M 2 1 1 1 1 T 1J1 212 2�2 212 3 333 3: 3' 3 4 4 3 :3 .3" 3 4 4 4;4 2 3.3 3 4.4 3 4.4 2 3:3 2 4 .45:4 3 2 4:3 3 5 415'4 3 2 4 3 Wades Reviststs , R.vaGB$ F.IC Drama By. F.1E bets .11/13/06 &de 1424V8 REWSEANCHORAGE TA Et E AND NOTES ADD DP MAX WHERE ANCHOR CITY ISRESTRICTED BYSIZE. A NO CHANGE THIS SHEET Oits 7 J.J. 2123/07 1 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 15 NOKO MIS, RL 34274 Cleartitlar ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18.112" MAX: FROM TOP CORNERS YA IBS - 17112" MAX, fROM TOP-CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 1S AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL . PRODUCT :> its p -with the OM* Bela* cede ' At No Data Of - .. ry.,� 201 (FULL DP) HEAD .!RAID ABOVE MTG. RAIL JAIVB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better serrar NTS Shut 9 of 11 n• 4040-20 l// Robert L. Cleric, P.E PE #31}712 Structural •••. • •••• • • • •••• • • • • •• • • •••••• •••• • • • •••••• ...S•• • • •••. •••• • • ••••• • • •••• • • •••• •••.• ••• • • ••••.. .• •• • •• • • • • • • • ••••• • • • • • • • • • • • • •.• •• • • • • • •• • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8, 17.125 ---C3 22.668 28211 33.754. 39.296 44.839 50.382 55.925 ‘ti p 0 cm 0 U' ONO 0 0 ' 0 0 0 0 `zc 0 0 � . 5 o z- 0 o- o`'n'- 0 0 O y 0_ z 0 0- 6cmo11O 0 0 o 0 0 iJ zc 0 0 n0 0 0 0 0 0 0 0 t.4p ?,, 0 z 0 t.3-` 0 0 0 ?O 0 0 0 0 —z 0 WINDOW. WIDTH TYPE 1I3,t25: D,E,F,J, 141= 1 I 1 1 ': .1 1. 1 2 1 2,: 1 2 . 1 . 2 1 r_;2_ 1 ._ 2- 1 ..2 1- .; 2...;_2 1 , .1 : . , 1 2. - 1 _ 3 1 . 1 ,:3 1 3 , . 1 2 1 3 1 .__3_ 1 -1-.. 3.. 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 i 3 1 3 1 2 1 3 1 3 1 2 1 '3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D, E, F, J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 .. 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 .1 5 37.000 PSF 79 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5, 2 40.000 - PSF 79 79 79 79 D,E,F,J. K,L 2 1 2 1 2 2 2 2 2 2 2 2 2 4 2 3 2 4 2 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 1 2 2 3 3 I 3 44.000 PSF 79 76 - 79 77 79 79 79 D,E,F,J, K 2 1 2 1 2 1 2 2 2 2 2 2 2 2 2 4 2 4 2 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 -_ 4 2 5 2 5 2 4 2 6 2 3 3 3 48;000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K.L _2 1 2 T-' 2 2 2 2 2 3 2 3 _2_ —3- 3 2 4' 2 - 4 2 5 2 4 2 5. 3 5 2 4 2 6 3 5 2 4 2 .6 3 6 2 5 2 6 1 2 2 2 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E.F,J, . KL 2 1 2 -1 2 ,� -2 2 2 2 2 3 3 2 3 2 ,_..3 3 4 2 4 3 4 3 5 2 4 3 5 3 2 3 3 6 2 5 3 7 3 6 2 5 3 ■ 7 6 5 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE: ANCHOR TYPE: --, WINDOW WDTH SASH HEIGHT 2.77 5.776 0 0 O 0 u z 0 0 0) 0 z 0 0 0 0. 21.776 24.776 z 0 0 el 0 of C) u 0 0 z 0 0 c•s ciQ 0 z 0 0 0 0 O 27.776 crz 0 z 0 30.776 0 0 z z (siO 0T0 31.106 V) 0 CV Q 0 0 0 z 0 u 19.125 1 .1 �. 2 1 En 2 ninQ 2 En 2 QERQO® 2 2. 2 2 2 2 2 32.000 2 . 2 2 37.000 40.000 44.000 48.000 79 • 3 2 2 3 3 3 3 2 3 3 . 4 1 1 2 2 2 2 3 1 2 1 3 3[ 2 [ 3 3 3 1 3 3 1 3 1 3 4 2 1 2 2 74 3 2 2 4 � 3 4 1 3 1 4 2 r 78 2 2 3 1 2 1 3 3 1 2 [ 3 3 1 3 4 1 3 [ 3 4 ] 3 J 4 4( 3 1 4 63 72 79 3 j 3 4 1 3 1 3 413 51314 51314 2 53.125 73 2 se 2 2 2 66 2 2 3 2 3 4 3 4 4 3 4 5 3 4 5 72 313 4 1 3 1 4 4 1 3 [ 4 5 1 3 5 1 3 1 5 5 315 Roved Br Bake ANCHORAGE NOTES: 1_ ANCHOR TYPES: 1 -1I4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING A DIMENSIONS: HEAD - 18112$ MAX. FROM CORNERS JAMBS -17 112" MAX MOM TOP CORNERS. 11-1 " ,MAK. ABQVE-T`. _. TI G RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANCCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518° MIN: TO 38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN. PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD.. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. g TABLE 7. KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 A TABLE 8. KEY: MAX PSF (DP UNITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG- RAIL 112 2 Firmed BF mein FIX.. _ 11113/06 » -vest . F.K. 1124108° Astationic .6... Draw DatEc F.IG -_ Revrtiong A rimer J_J REVISE ADD D� Q> RES BY 8. NO CHANGE THIS SHEET orate 2/23/07 �. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS. FL 34274 ANCHORAGE SPACING, CUSTOM VIEW ALUM SINGLE HUNG WINDOW, IMPACT Visibly Better SadasSfactst SH700 some NTS Shaft 10 or 11 4040 -20. PRODUCT REVISED as cesatifyiag with the irta ddnt 1411 d Cede Aeatp toe t _ i -2,... E,.:.,, t- .,.'1L'!�'y.0 I • .. it L Clark, P.E. PE #39712 Structural • • • • • •• • • 000000 •••• • • •••••; • •• •• •••••• • • • • • • • • • • • ••••• • •••• •••• • •••• • •••• • • ••• • •• • ••••• •• • •• • • •• • • • •••••• • 000000 • • ••••• • • 00000 000000 • • • 000000 • • •••••• • • • 3.35 KSI MIN. CONCRE t t OPTIONAL lx WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR� ALL HEAD AND. SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) • t 13/8 ";CAIN.114 °- TAPCQN: •1.3/4" MIN., 1/4" CRE t t -FLEX 1/4" MAX. SHIM 1(4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)4k, 13/8" MIN. 1/4" MAX. DETAIL A DETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE A E • . III t [ i lti t!tF 1! til ► 01E1111 ilttUtittittfal :nlr ■.wurr + 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1 x BUCK OPTIONAL WITH SOLID CONCRETE ' SUBSTRATE (SEE NOTE 4)A 1 3/8" MIN. ,, NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" 5S4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 W4". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLATHEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMF'IT HEADS. 4.. WOOD BUCKS DEPICTED .IN:THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 1S ESS -T'# IA -1- 112": - W 1 1.#CKS ARE OPTIONALIF Ut4IT CAN BE . INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINIUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS R IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL - THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, . FH BELOW MEETING ' RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.G. 1/4" MAX. SHIM WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2.112" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE IN EXTERIOR DETAIL G, (SILL) Mina' SEViligit no etnuptekquevidi AbeShi t Suiting Cole Acceptance �Pat,e,,�0�� .• .di E ideas 1k je 4W ,ZOJJ By Ufa: '[Ile 'Matt C: IF R0, 1 Raved By: "Tkelox FIG 11118/06 FIC 1/24/06 newsbor B ADD INTEGRAL. RN ANCHORAGE UPDATE& REORDER NOTES. ADD NOTES 7. UPDATE CXNOREITE. EMBEDMENT DAL Crown Dow A ADD NOTE 6 RE FIAT HEAD ANCHORS oted*ctily. Dew _ _2123/07 i 4070 'TECHNOLOGY ERNE NOKOMIS. FL 34278 F.C. BOX 1 NOKOMIS, FL 34274 wartlr ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly &rte• SH700.. • Swig NTS Shed A7 ma, 11 or 11 - 4040 -20 Ro L:- Clark; P.E. PE #39712 Struurat • • • • • •• • •••••• • •••SS• •••• • • •••••• • • •• •• :••S•o • • • • • • • •• • ••••• • •••• • •••• • ••••• • •••• •••• • • •••. • • •• • • • • •• • 000000 • • • • • • • •••••• • • • • -- • • .••••• • • 28' -8' DECORATIVE MULLIONS (TYP.J 3' -2' FIN. FLOOR 4' -5' CV 4' -4' 3' -2' 3Q NORTH .ELEVATION SCALE: 3/16' = i' -0' NOA 02- 0510.05 8' -2' 11' -4' INSIDE UMNDOW• SOUTH ELEVATION SCALE: 3/16' = 11-0' N ALL CONC. FF AROUND 8' .W /4 45 cvs- 06—l23111 .10 z orio6P- a s s ss 11201 filvtaa 4' -2° +493 FIN. FLOOR -83.6 1' -10' 2' -6' 4,101 +493 -53.6 NOA 02- 0510.05 VEST ELEVATION SCALE: 3/16' = 1' -0' DIE: iiiiihri1il 11n rmIt> irrnIIIInrmrnI IIB1IIIIRII$11111mnfrmrrrr 1 11ffill11iiii111i 26'-4' AME K 12' TOP C TYP Al 1' -6. 8' rl'P 1' -8' +49.5 53. IL ?— C1 -;,g 2' -0' 1' -6. B' 149.5 -53.9 449.5 -53.9 449.5 -53.9 NOA 02 - 0510.04 EAST ELEVATION SCALE: 3/16' = 11-0' 1 j IDATs 0424d0b 1 JOD NO. H- 08-1031 A -1 1