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WS06-4717 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/24/2006 Inspector: Grande, Claudio Owner: VERGES, TERESA Job Address: 1200 92 Street NE Project: <NONE> Tuesday, May 23, 2006 Miami Shores Village, FL 33138 -2307 Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP -10553 MAY 2 4 D(T'D Permit Number: WS -2-06 -471 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (786)586 -9460 Parcel Number 1132050270470 Lot: Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOO r� PERMIT NO -47 1 TAX FOLIO NO. I i32 - `� ' 1 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. Legal description of property and street/address: 1 ZOO ( 92-- ST M I'C m1 Snolcs 1 '�( 33 fuc . 2. Description of improvement: 1 YY) C LQ r d O u J. 3. Owner(s) name and address: C( arm - cr) AKA n o (a r CJ Q 1ZOO NE 92. SJ • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Signature of Owne Sworn to and Notary Public Print Notary's Nam My commission ex 123.01 -52 PAGE 4 8/02 f bscribed before me Cu' -)-- - CC d YYIwrrE di l6�p,,w4Acpx_c1 Cpl 5. Surety: (Payment bond required by owner from contra`bg6fMVS1 y`)TtFle rear tills is a ix copA of tiro Name and address: mnol ht ,- 1 . d 'sr WY, Amount of bond $ r r N� s� n, y hand .�, tic 6. Lender's name and address: 1..ARV Y RUV1 .:.f .. c /. ' lir, day of MCI • l:l�l.1/ r o ires: ► O Icat PI B uA 0 CZ LORIDA eny ernan'ez = - Commission # DD476455 Expires: SEP. 27, 2009 'nun u Atlantic Bonding Co., Inc. 111111111111 CF N 200680222351 OR Bk 24282 P9 2206; (ips) RECORDED 03/02/2006 10:38:40 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 01 6. I: 20 _ ar. pt : nN Count, Coart.l �^. �\ n• /c. 7. Persons within the state of Florida designated by Owner upon whom or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp bified) a� (A ' a Print Owner's Name CAS Ei `n A ec (A Prepared by t [tic) I 20 `e_ n(nC I I Address: M `�h "I I ` 10) (\,E__ � 1\4)orn1 5hOKs 136 .- 23 Issue Date: 2/28/2006 Owner's Name: TERESA VERGES Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1200 92 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: WINDOWS REPLACEMENT Additional Information Type of Work: IMPACT WINDOWS No of Openings: 10 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $5.00 $200.00 $30.00 $5.00 $244.80 Building Department File Copy 1 Miami Shores Village, FL 33138 -2307 CAG . plicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/24/2007 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS- 2- 06-471 Phone: (786)586 -9460 1132050270470 Lot: PB: Total Square Feet: 0 Total Valuation: $ 5,199.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS Total: Amt Due $244.80 MAR 0 2 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 31 BUILDING PERMIT APPLICATION FBC 2004 FOLIO / PARCEL # 1 13Z bS - 02.1 - a41 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - t 1/4:.; 1... of ill Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Jc' - . Owner's Name (Fee Simple Titleholder) Tette 5,A Ve►€es Phone # 796- SeG 94-GO Owner's Address (200 N E 92, 94- • City M %AI'l State F(. Zip 33(38 Tenant/Lessee Name Phone # Job Address (where the work is being done) 12.00 Vg /Z City Miami Shores Village County Miami -Dade Zip 3 31 3 8 Is Building Historically Designated YES NO v Contractor's Company Name l .c✓zt5A tiL Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect / Engineer's Name (if applicable) AIWA � N(��wa¢t �.�E, Phone # 30s 9 92- 3046 Value of Work For this Permit $ - - i 1 gg . °o Square / Linear Footage Of Work: Type of Work: DAddition �/ ❑ A Iteration ❑Ne E ' epair/Replace ❑ Demolition Describe Work: Vv ► w�7 o tkr act, xQ-Q MQ �n" ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** aoo Submittal Fee $ Permit Fee $ Notary $ )C Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ MA,o ,PAID Master Permit No. Double Fee $ Permit No. / 0 ' -' 4•-1 CCF $ CO /CC Technology Fee $ - CO • Zoning $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 Signature Ownkof Agent The fore oing instrument was acknowledged before me this day of kid VCS'),200G b,Ca YtYnenJ. c_r who is personally known to me or who has produced �-Q NOTARY PUBLIC: Sign: , Print: My Comm sion Expires: (Revised 02/08/06) J M 1 APPLICATION APPROVED BY: Y PUBLI As identification and who did take an oath. OE' FLORIDA andez 76455 2009 Hying Co..1nr. • — • Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: off Plans Examiner Engineer Zoning • OWNER BUILDER DISCLOSURE STATEMENT �ycl V being the legal property owner, for the property Located at: 1 Z W t 9 s r Legally described as , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),.nd I have read and understand the following disclosure Statement, which entitles me td 3. ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this 2 day of Ncivcr, f10 . YMCA JuAno Produced Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT ra Giho is personally known to me or who has as identification and who did take an oath. OF 1: Hernan' • z Commission # DD476455 Expires: SEP 27, 2009 Bonded Thru Atlantic Bonding Co., Inc. PROJECT: Window Installation at: 1200 N.E. 92 Street Miami Shores, Florida JORGE LLAMA, P.E. # 60156 ABRADRIAN ENGINEERING, LC. 10010 S.W. 23 Tr. MIAMI, FLORIDA 33165 TEL: (305) 992 -3048 2/6/2006 •••• • • • • • WIND PRESSURE STRUCTURAL CALC • • • • • • • • W5C6 - 4 • ••• • • •• • • • •• ••• •• • • • ••••••• • • • • ..• • • .. .. • ..••. •• • • V • .. • .• •.• .. • ••• ••• •4 .. • "- • . • • • • ; • X • 4.7 • . • • • • T • • • .• CO •. •' ;.r;. • • ••,, •� � • • • " ":• .•_ ••: � ••f • • • •; : • • ` • •. S •. '• • • •._ • Z3. t �- • . ."• el! l i r ' • • k f. • .' • • • •• • • • S• • • •' • • •' ••t4.- •cs'. • • • . _ • • • • • • .• • • • +,��- i• ° •• •• ".' • • ■ ••• •• � •• •• • • •. • • •' ,• ' � • •t.•. HS1 HORIZ. SLIDING WINDOW 74 50 5/8 13.00 53.73 58.36 INT XO HS2 HORIZ. SLIDING WINDOW 37 38 3/8 4.93 54.66 59.29 INT XO HS3 HORIZ. SLIDING WINDOW 53 1/8 50 5/8 9.33 54.66 59.29 INT XO CA1 CASEMENT WINDOW 37 50 5/8 13.00 53.73 58.36 INT X PW1 PICTURE WINDOW 54 50 5/8 18.98 52.38 57.02 INT 0 Mk Description Width Height Trib.Area Design (psf) Zone Conf. (inches) (inches) (Sq.Ft.) Wind Press. City of Miami Shores Building Department Miami Shores, Florida Job: Window Installation at: 1200 N.E. 92 Street. Miami Shores, Florida Sincerely: ABRADRIAN ENGINEERING, LC. Jorge Llama. P.E. •. •. • • • . . • • • • • • • ' •' • . • . " 9 • • • • • • • ••• • • • • • • • • • • • • • • • I• • • • • • %& • • • • • • • • • • • • •••••••• • • • • • ••• • • • • ••• • • • •••• • ••• ••• • • • .• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• Design Pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: Building Category: II Exposure Category: C Building Mean Roof Height: 13' -0" Basic Wind Speed: 146 mph Based on tributary area: as shown Note: "END Zone" pressure are applicable to openings that are within: 3' -0" of building comers Gust factor Categ Rigid Structure - Simplfied M ethod Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Ca o II: Rigid ry r9 Structures - Complete Analysis ; _ Zm Zmin 15.00 ft Izm Cc * (331z)"0.167 0.2281 0.18 Lzm I *(zm /33) "Epsilon 427.06 ft Q ( 11( 1+ 0. 63 *((Min(B,L) +Ht) /Lzmy`0.63))"0.5 0.9392 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8930 Gust factor "Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 - Calculated Parameters Type of Structure Height/Least Horizontal Dim 1 0.55 Flexible Structure 1 No Detailed Analysis by: Description: 1200 N.E. Company Name: C.M.S. Intemational 92 Street, Miami Shores, FI. IV IN • User-Input Data - Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 11 C 1 3.0 14.0 Hipped 1 0.00 0.00 13.00 23.50 50.00 mph Hz :12 Deg if ft ft ft ft • • • • • • • • • • • • • WINDO2 v2 -10 Wind Load Design (Method 2) per AS 7-Q2 • •. • , •. Calculated 1 a• : • Importance Factor. :1 : ' • • .1: :.. .. Hurricane Prone Region (V> 100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 if ft Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Developed by Meca Enterprises, Inc. Copyright 2006 7? . . . • • • • • • ••• • . • : : 2/6/2006 ..• • • • • • • • • • • • • • • • • • . . • • • • . • . . . • Page No. 1 of 3 Variable Formula -.. - - _-- : . ., .,, ' Value , - Untts Kh 2.01*(15/zg)^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 -GO ; Qh .00256*(V)^21*Kh*KhrKd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .002561/A2*rKhcc*Kht*Kd 46.32 psf Presstire toeffidentsi Co ; - . .• : Roof Area (sq. ft.) - Reduction Factor 1.00 Elev Kz Kzt qz Pressure (1b/ft".24 : Windward WW 0 Ibift*2 +GCpi -GO ; 15 0.85 1.00 46.32 23.16 39.84 Welt riesture C6efficienta,.Cp' Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Developed by Meca Enterprises, Inc. Copyright 2006 WINDO2 v2-10 Detailed Wind Load Design (Method 2) per ASQ7-Q2 • 6.5.12.2.1 Design Wind Pressure - Buildings of Alnieight.4.• Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind-Force Resisting Systems (Method 2) 1. 1. 10 10 111 L • • • • • • • • • • • " " 2/6/2006 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Calculations totWibttNornal.to 454 Fate; _;•• • co tpsf) izZiinS.ttiay - +GCpi -GCp Leeward Walls (Wind Dir Normal to 23.5 ft wall) Leeward Walls (Wind Dir Normal to 50 ft wall) Side Walls -0.29 -0.50 -0.70 -19.90 -28.03 -35.90 -3.22 -11.35 -19.22 Rool._WiodNorrnat to (Theta?. ,;4. 0)*J0r.Wind NOrMal to ftlace: • Windward - Min Cp -0.55 -29.92 -13.24 Windward - Max Cp -0.04 -9.98 6.69 Leeward Normal to Ridge -0.46 -26.51 -9.84 Overhang Top (Windward) -0.55 -21.58 -21.58 Overhang Top (Leeward) -0.46 -18.18 -18.18 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Page No. 2 of 3 Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min HS1 6.16 4.21 13.00 4 0.98 -1.08 53.73 -58.36 HS2 3.08 3.19 4.93 4 1.00 -1.10 54.66 -59.29 HS3 4.42 4.21 9.33 4 1.00 - 1.10 54.66 -59.29 CA1 3.08 4.21 13.00 4 0.98 -1.08 53.73 -58.36 PW 1 4.5 4.21 18.98 4 0.95 -1.05 52.38 -57.02 WINDO2 v2 -10 Detailed Wind Load Design (Method 2) per ASQE 74? • •' • : Dist from Windward Edge: 0 ft to 26 ft - Max Cp Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp Dist from Windward Edge: 13 ft to 23.5 ft - Min Cp -0.18 -0.90 -0.88 -0.52 !15 •••1•25 -43.77 -27.10 -42 .94 • -26.26 +1414 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal tilt 50 fj face • • * Horizontal distance from windward edge Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2.35 = => 3.00 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 ?? a a Hipped Roof 7 <Theta < =27 Double Click on any data entry line to receive a help Screen • • •••• • • • • • • ••2/6/2006 •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • ••• • • • ••• •• • • • • •• • • • • •• • • • • • ••• •• Page No. 3 of 3 M1AMIODAL�E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34294 SCOPE: • A. . • • L -4 1 • • • •• • • • • • ••• •• , FLORIDA $UILDING SUITE 1603 A 33130 -1563 5) 375-2908 ok • . 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 bc 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: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miarni -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a pennansnt 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 # 00-0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .. • • • PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the Alit (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17 /02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Wasik 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 revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • ... .. • • .. .. .. .. .. .... MIAMI•DADE COUNTY. FLORIDA 0 FLAGLER BUILDING 11.AidiER STREET, SUITE 1603 8114M1, FLORIDA 33130-1563 3Q5 371 FAX (305) 375 -2908 NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 _ • . • • • • • • • • • • • • • • ..• • • • • ••• P.G.T. lx MULLION MULLION CUP CUT FLANGES OFF OF MULL CUP TO FORMA U " AND INSTALL AS SHOWN 1-2" OR 4" --1 P.G.T. 1x MULLION .....\ • • • • • • • • -2" OR 4" � 1 MULL a • • • • • • • � I , ; II I ' " j Z MIN. WOAD ., 1 ' ,I I I I MIN. • • • • • • • • • • ..n : • , • • • ' : : ' ---" -- • • /1Q•MH. SAS. . • • t?�1 •WOOD BUCK • • • • • • OFFOSRE S/DE5 REMOVED TO (SO AS NOT TO INTERFERE WITH CONCRETE • am O •• • • • • • • • • S STAGGERED ON APPOSITE SIO£S SO AS NOT TO INTERFERE M7TFf EACH OTHER) BUCK ) `TM 1 (TYP • • • ) *Alb FASTEN r : • SEE NOTE /1 h (r I MIN. �' TAPCON (246/) MUST BE DADE COUNTY APPROVED. SEE NOTE /1 ..• . • '., ..... . • , • , . � . --------- ' • :• ' ' ; •, . ' 1 MIN. • • • • !. 1 • / MIN. 11 PENE INTO CONCRETE OR BLOCK . STRUCTURE. ALL FASTENERS • FOR 1 " MULL " P.C.T. • • • • , MULLION •• $ . ... MUST BE WIDE COUNTY APPROVED. SEE NOTE /1 WITH WOO_ TYPICAL MULLION TO MULLIOISLIKSTALLAIK N TYPE 'A" TYPICAL MULLION TO STRUCTURE 6UCK REMOVED FROM CQ NC. P.G.T. Ix MULLION P.G.T. 1x MULLION rr. r 2" OR 4.-1 \i /12 F.H. S.M.S. i MIN. - 2" OR 4"— i STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE 117774 EACH OTHER) SEE NOTE It MIN. 4 TAPCON (2461) ! ' i � l��. � I i MIN. ; r STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH t . 211 ® :_; ® EACH OTHER) SEE NOTE /1 — 112 WOOD SCREW (199/) I ', I II 1 WOOD (TYP) BUCK . -. r ® ; i II I wow MT), BUCK 1 (TYP 1b ( TYP) 4-7,—• •'' • 1i MIN. MIN. ii PENETRATION INTO WOOD BUCK. ALL FASTENERS L , � .. MUST BE WADE COUNTY MIN. 1} PENETRATION INTO CONCRETE OR BLOCK AU. . "'� '. � •. 4. A ';' • t .�'•. • . t APPROVED. SEE NOTE /1 --rr . • • - ••, •• . .� :� . • • • �.., • •,. • • �., t• A s .• ". M ST STRUCTURE. COUNTY • • �•• :.. • APPROVED. SEE NOTE /I :. 1i MIN. • •'• M . , • , 1 A • M 0► TO TRUCT - WI TYPICAL MULLION TO STRUCTURE WITH - _ _ WOOD BUCK TYPE "B" WOOD BUCK AND CONC. TYP 'p'; PRODUCT REVISED APPROVED AS COMPLYING WITH THE as complying with the tlorWtt guiding Code SOUTH FLORIDA BUILDING CODE Acceptance No 2- 0?0105 DA ► �.! Expiration Date ft f BY / e!._ .#.'40" . 13s� � PRO � C T • ' TROL DIVISION � .. O R MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. BUILDING CODE COMPLIANCE OFFICE Olvrb Product Control ACCEPTANCE NO 1:1 O 9 1 2 .vs- 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT: T INDUSTRIES Revsd By: Dote: Chkd By: Date: Revisions: Drown By: P.J. Dote: 4/28/00 Description: CLIP & INSTALLATION DETAIL QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE y Z • '/ CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLICATION. Robert L. C .E. PE. #39712 Titre: �� STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Model: MULLS Scow: NTS Sheet: 2 of 5 Drawing No. 6620 Rev: • ••. • • • .•. .. .. • • • .. . • • • • • IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x b 1 x 4 x b • • • ••• • • • • • • • • • • • • • ••• • • • • •.• • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • .•• • • • • • • • • • • • • • • ••• ••• • • • •• • • • •• ••• •• •• • •. .. • • • •.• •. A 2 • • • •• • 0 0 14 MAX 8 MIN. FROM ENDS (TYP) is— 1 4 MAX. MIN 430- LAJ 1" MULL CLIP 1" MULL CLIP TWO (2) ANCHOR LOCATIONS FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 EXTRUSION DWG 1 1099 / „CAVA NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 , 3y 2/ L. INDUSTRIES Rend By: Dote: Drown 9y: P.J.P. Series/Model: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS 4 8 MIN. FROM 7 END (TYP) � Lai 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1099 8 MIN. FROM r - END (TYP) 8 'A' --� 1" MULL CUP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG 6 1099 Chkd By: (Dote: Dote: 4/28/00 PRODUCT REVISED as complying with the Florida Bolding Cede Acceptance No 02- 0 tO/• OS Expiration Date BY Mimi l Dade Product Control Division APPROVED AS COMPLYING WITH THE SOUTH Flib r { JI�tHCi�QpE DATE ,un ( ( A �JJ s‘.r•Q•, 8Y 1f PRO LT%lONTROLDIVISION BUILDING CODE COMPLIANCE OFFICE ACe'e tiler No - ° 9 12 . OS . Revisions: Description: 1 " MULLION CLIP ANCHOR LOCATION Title: 1" STD. WALL MULLION Scole: Sheet: Growing No. NTS 3 of 5 6620 Rev: .. .. • • • .. .. • 4 • ▪ . • -• . • ... • • • • • • • ••• • • • • • • • .• • • • • • • • • • • • • • • . • . • . . . • • • • • .•• • • • • • • • • • • • 1 ..•. ... • • • • • • • 7 ••• •• 0000 •• ::(r.YP) .. • � 4 • • • • • ▪ • • • • .. • NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 Robert L. ark, J E. P.E. #39712 Structural INDUSTRIES Revsd By: !Dote: Drown By: P.J.P. Description: PROFILES Title: 1 STD. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL .34275 NOKOMIS. FL .34274 g ( TYP) Chkd By: Dote: . Revisions: Date: 4/28/00 PRODUCT REVISED •cesplylng with tbe Florida Bdding Code E� 5 Date By Miai T Dade Product Control Division WALL MULLION Series/Model: Scale: Sheet: MULLS APPROVED AS COMPLYING WITH THE SOUTH FI,9 1J A gUI�1 DATE JUN BY NTS 4 of 5 6620 PRO r _ ' • NTROL DIVISION BUILDING CODE COMPLIANCE • ICE ACCEPTANCE NO.O O D y 12 • o S Drawing No. Rev: :hors 50 ^ 60 1 70 1 80 ; 901 100 110 120 ' 130 ' 160 _ _ 42 _ 48 50.625 54 129 115 107 104 • •: !• • 103 ,.1Q3. :„,i 6 I' • 103 61 103 103_ 83 73 67 63 : I: 6'I • „I. i� • 61 61 70 61 55 52 'j '5D ' 4g •4g 49 49 49 57 49 44 41 39 1 38 38 38 38 38 60 - - ._ 63 _.__ 66 72 76 78 84 41 35 31 29 ;•. 7J. ::! : 2Q :. 24 '.. 'I.' 2Z :...2'1 '25 18 - 25 20 25 20 25 20 35 __ 30 30 .. 27 23 _ 2 6 21 19 1 18 17 17 17 23 20 17 17 16 1 - 1 - - - - 20 15 - i - i - - - - - 18 15 , - - - - - - - - - - ! - - - - - 90 _.. 96 �108 - - 111 - - - - - - - - - - _ - - - - - - 1 - - - - - - - - � - - - - - - - - 1 - I i - - - - - - __144 __ - - . . - - - - - i - 1 x2x.125 2 An • • ... • • • ... OPENING WIDTH IN I 1 x4x.125 4 Anchors 50 42 170 170 170 170 48 170 170 170 170 5 ___170 170 170 170 54 170 170 170 170 60 170 170 157 143 - 63 170 160 141 128 66 170 145 127 115 72 142 120 105 95 76 120 102 90 81 78 111 94 83 74 84 88 75 65 59 90 72 60 53 47 96 , 59 50 43 38 108 41 35 30 27 111 38 32 28 24 144 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. OPENING WIDTH IN INCHES 64 70 80 1 90 ! 100 I 110 120 130 ! 160 170 170 170 162 134 119 106 87 74 68 53 43 35 24 22 22 20 170 170 170 158 127 112 100 81 69 63 39 32 170 170 170 157 124 122 108 96 77 65 60 49 46 37 30 20 19 170 170 170 157 106 93 74 63 57 44 35 28 19 17 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 170 170 170 170 170 170 157 157 122 122 106 106 92 92 72 71 61 59 55 53 42 40 33 31 27 24 18 16 16 ; Robert L. Clark, P.E. PE. #39712 Structural T INDUSTRIES Rend By: I __Opening4 Width Horizontal Mull Opening Width Multiple Mulled Units Date: Drown es P.J.P. 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Vertical Mull Mull Length t� Mull °--1 Length \Opening Width Chkd By: I Mull Length Dote: °°` ° 4/28/00 Description: PRESSURE CHARTS Revisions: 7711e: 1" STD. WALL MULLION Series /Model: Scale: Sheet: MULLS NTS 5 or 5 PRODUCT REVISED as complying with the WWII Bnidhe Cede Accepted= No0 E -,r Date B NW Wade Product Central Meade APPROVED AS COMPLYING WITH THE SOUTH F�QjRTI40 J� 1 BY PRO • . ROL DIVISION SAUIIDING CODE COMPLIANCE . , °i- Drawing No. 6620 Rev: MM IAM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) u oo 41 • ••..••• • • • .• PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (AHD). 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 ABJ (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 e 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 e 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 "I'W -7O1" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., 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 display ;," 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 Gee job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documernation was reviewed by Theodore Berman, I.E. • • •• • • • • • • ••• •• ADE ▪ COUNTY, FLORIDA FLAGLER BUILDING STREET, SUITE 1603 F )J IDA 33130 -1563 •FRX (305) 375 -2908 . NOA No 034105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 •• • •• • • • •• • • NOTES: LARGE MISSQ1 WINDOWS . ..... .... 1. GLAZING OP A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANRIE'AtEAGtASS 91'DX1* LITE OF 1/8" HEAT STRENGTHENED x x o Sg W/ A.N INFER te;YER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEATSTRENGT.. ... .HENED GLASS . W/ AN .090 INNER LAYER OF ... . SOtUTI1k OR DUPONT PVIB. C. 7/16" 4114AtEr.GLASS . COMPRISED OF (1) LITE OF 3/16" .. .. ...... ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F - SHEET 4. F. FOR i "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 Revsd By: Pam: F.K. 3/17/03 Rend ay: F.K. Roved ay: Dom.,, By: F.K. Pate: 3/25/03 Pate: Data 12/17/02 Rohsbns: A 8 C Checked By. REVISE ANCHORAGE NOTE 4 ADD 13/16e 1.G. & MOVE GLAZING DETAILS TO SHEET2 NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 0 x 0 0 CONFIGURATIONS OPTIONS x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES Visibly Better : NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT serlaateed: CA -740 NTS Sneer 1 a 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 ".a rm. 7045 -8 Rev: C PRODUCT REVISED as contpiyiag with the Florida Betiding Code Acceptance No ration Date a /a Lucas A. Turner, P.E. PE 11582/11 Mechanical • • ... • • • ... .. .. • • • .. .. • • ▪ • • ... • 1/8" ANNEALED G LASS • • • • • , . . . • .090 SOLUTIA OR DUPONT PVB INNER LAYER Fes--- 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS -u .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE f 3/8" AIR SPACE 13/16" 13/16" I.G. GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No • • . Ex , iratlon Date . RCL-✓ir+ Revco Br F.K. Rend By: F.K. Read By: Date: 3/25/03 Date: 7/10/03 Data: Revisions: B Revlslars: C Ravfakn 3: Drawn By: Data: Checked By: Dais: F.K. 03/25/03 REDRAW GLAZING DETAILS & ADD 13/16' I.G. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PAGT Visibly Better oas• GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT se NTS 2 12 7045 -8 Scats: SMef Dmwltg No. Rai: C / //o /v 3 Lucas A. Turner. P.E. PE #58201 Machanlcai • • • ... • • • ... •• se . • . se •• • • . • • • • • • • • • • • •... • • • • • • ... • • • .. • • • • • • • .... • . • •. •. • • . . • •. CENTERLINE 1.112" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) Rav;A By: War F.K 3/17/03 Bend By Date: F.K. 3125/03 Revsd By: now F.K 7/10/03 Drawn By. Date: F.K. 12/17/02 • • 1 • '1/2 ": • • ... .. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 1 4" MAX. Rer'smns: A Revlskea: A cIxkod Br Data: .ANCHOR • : 1;0134TION • • 4" MAX. L REVISE ANCHORAGE SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT -- OPENING X CHANGE SHEET NO. REFERENCES Revfs!ons: C ADD HINGE LOCATION DETAILS 37" MAX. VENT TYP. 7 " 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING F! 0 t 1 + I 1 13" MAX. 0.C. 60" MAX. FIXED " 4" MAX. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ► , ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING 1 1 4" MAX. X / 1 - 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) Visibly Better 4" MAX. A. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION "XX" & "XOX" ELEVATIONS SeResAbmL 4I /\ f SEE METING RAIL- DETAIL f y. (2) 56" DAYL OPE 56" MAX. DAYLIGHT OPENING ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS ELEVATION "8" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 63" MAX. HEIGHT Sneer 3 u 12 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING I \ •_.. 14 1/2" MAX. O.C. TYP. tuawrg No 7045 -8 PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No E tion Date A AX. IGHT NING 63" MAX. HEIGHT -21 ez- 7/10/02 Lucas A. Tumor, P.E. PE #58201 Mechanical - / vI t 1 / T �� . - ' ` / \ � \ // ` ' ` ' / � �\ | / � �` ^�^ ' � ` �� ' ` / __ ____________________________ 1' \ , SEE . MID -SPAti ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. Revsd By F.K. Rend By. F.K. Rend 8y. F.K. Drepm 8y. F.K. Date: 3/17/03 Date: 3/25/03 Dees: 7/10/03 Date: 12/17/02 • • ... • • • ... .. .. . . .. .. . • • • . • • • • • • • • :32:1■24(. WIDTH .... • .... .. .. .. • ... • ... • A B • 25" MAX. D14YLIG}T : ©PE ' • Revisions: Revis ns: Revisions: C Checked By F.K. • .. ... .e • • .,/... .. 4" MAX. T L ELEVATION "C" - (SEE SHEET 5 FOR NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY • HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD 8 SILL ONLY REVISE ANCHORAGE 65" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. 72 HIGH "X" PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. CHANGE SHEET NO. REFERENCES 72" MAX. HEIGHT 4" MAX. ADD HINGE DETAIL & HINGE LOCATION NOTES Date: DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. I ( I 4" MAX. --! I-- MAX. O.C. 14 1/2" ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT -- -� OPENING DAYLIGHT OPENING 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 56" MAX. DAYLIGHT OPENING IF21c;r_ Visibly Better 63" MAX. HEIGHT x-- 13" MAX. O.C. : " X " , " O " "NO"D "OX" ELEVATIONS Sedes/ModM: CA-740 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 1 56" MAX. DAYLIGHT OPEN ING NTS Sheet 4 a 12 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING Drawing Ago. 7045 -8 0 ------ �- -13" MAX. O.C. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 4" MAX. 37" MAX. VENT - 60" MAX. FIXED - ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) Tuir ALUMINUM CASEMENT WINDOW, IMPACT 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED Bs complying with the Florida Bolding Code Acceptance No E • 'ration Date P Coatral44 e Produ Divas' n •7 10/ 1 Lucas A Turner, P.E. PE 1158201 Mechanical • • .. • • • • ..• .. •. • • • •. •. • COMPAR I \E 4N/i!L•QS3S 'T,IB[ 1. (BASED ON 1/4" TAPCONS OR #T4 SCREWS) 0 : . 16" "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 Iii 1 11:W_MMII>fFAii:[4 A -907d 70.0 B -90.0 70.0 _ B - 90:0:70'0 A -30.a 70.0 B,E -90.0 70.0 A -90.0 70.0 B,E -90.0 70.0 A -90.0 70.0 B,E -90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 A -75.0 70.0 B,E -75.0 70.0 N CC FMCS NEG POS NEG POS NEG POS NEG POS NEG ;POS -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 .10.01_70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 :90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 :06.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 _ 70.0 -90.0 70.0 -90.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 % 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.354.3 -51.1 51.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -75.0 70.0 -75.0 70.0 �1 • Mon NAZI 1/111:F t7E3iV;7ffclef[41111iIIMAli:il•NIDk*l IIAI:f` HEIGHT " • 26 WIDTH • 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A -75.0 B,E -75.0 a.vad By FK. Revsd By: F.K. Rovad ey: F.K. Data: 3/17/03 oaa: 3/25/03 Data: 7/10/03 Reasons: A Revisions: B Revls'WU: C bra,m By: Dare: anewd By: Dare: F.K. 12/17/02 625 0 - 4 $ - . 1 ;oR� NE0 ' PO$ 70.0 -75.0 70.0 -75.0 70.0 70.0 36. -73.7 -75.0, 000 70.0 70.0 38. -67.9 -75.0 375 67.9 70.0 43. -59.0 REVISE TABLES 1 AND 3, GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 4 NO CHANGE THIS SHEET 000 -75.0 : 70.0 : -75.0 48. -52.8 P.O. BOX 1529 NOKOMIS, FL 34274 000 52.8 70.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 50. -49.9 -75.0 49.9 70.0 Visibly Better 54. NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 000 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 CA -740 57. NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 000 POS NEG 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 59.0 70.0 60. -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 000 POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63. NEG -90.0 -90.0 -86.3 -90.0 - 67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 - 39.7 -75.0 -38.6 -75.0 000 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 &air Sheet Drawing Nw NTS 5 of 12 7045 -8 66. NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 000 PO 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREW GLAZING OPTION: A. 5J16" LAMI 1/8"A,.090,1/8"HS " WIDTH 37.000 A 43.000 48.000 53.125 57.000 A A A A 48.000 36.000 NEG POS -75.0 70.0 26.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 - 75.0 -75.0 - 75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 38.375 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 43.000 NEG PO NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0_ 70.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 50.625 NEG POS -75.0 70.0 57.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -69.6 70.0 70.0 70.0 69.6 54.000 - NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -65.2 70.0 70.0 70.0 65.2 -75.0 -75.0 -72.1 -63.0 TEST REPORTS: FTL -3582 70.0 70.0 70.0 63.0 60.000 NEG POS -75.0 70.0 -75.0 -75.0 -69.5 -60.8 70.0 70.0 69.5 60.8 63.000 NEG POS -75.0 70.0 -75.0 -75.0 -67.5 -58.0 70.0 70.0 67.5 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 -75.0 59.0 -52.8 52.8 -49.9 49.9 -46.41 46.4 1-43.51 -41.11 41.1 -38.61 38.6 70.0 -67.9 70.0 -73.7 67.9 -59.0 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) "X" WINDOWS E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 TEST REPORTS: FTL -3580, FTL -3587 - 90.0170.0 TEST REPORTS: FTL -3582. FTL -3729 X X x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °XX° WINDOWS IS LIMITED TO 46.7 P.S.F PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 72. S N G NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 69. E -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 000 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 000 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No E ira:1on Date rA_Z_ 7'16/+ 3 Lucas A. Turner, P.E. PE 458201 Muchantu�r 56.1 8.0001 A 1-75.01 -75.0 70.01 - 75.0 75.0.70.01- 75.0.70.01 65.5 65.51 - 57.5157.51 -54.91 54.91 561.8 48.61-45.21 45.2 ` -42.41 42.4 1 • • .. • • • • ..• .. •. • • • •. •. • COMPAR I \E 4N/i!L•QS3S 'T,IB[ 1. (BASED ON 1/4" TAPCONS OR #T4 SCREWS) 0 : . 16" "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 Iii 1 11:W_MMII>fFAii:[4 A -907d 70.0 B -90.0 70.0 _ B - 90:0:70'0 A -30.a 70.0 B,E -90.0 70.0 A -90.0 70.0 B,E -90.0 70.0 A -90.0 70.0 B,E -90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 A -75.0 70.0 B,E -75.0 70.0 N CC FMCS NEG POS NEG POS NEG POS NEG POS NEG ;POS -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 .10.01_70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 :90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 :06.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 _ 70.0 -90.0 70.0 -90.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 % 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.354.3 -51.1 51.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -75.0 70.0 -75.0 70.0 �1 • Mon NAZI 1/111:F t7E3iV;7ffclef[41111iIIMAli:il•NIDk*l IIAI:f` HEIGHT " • 26 WIDTH • 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A -75.0 B,E -75.0 a.vad By FK. Revsd By: F.K. Rovad ey: F.K. Data: 3/17/03 oaa: 3/25/03 Data: 7/10/03 Reasons: A Revisions: B Revls'WU: C bra,m By: Dare: anewd By: Dare: F.K. 12/17/02 625 0 - 4 $ - . 1 ;oR� NE0 ' PO$ 70.0 -75.0 70.0 -75.0 70.0 70.0 36. -73.7 -75.0, 000 70.0 70.0 38. -67.9 -75.0 375 67.9 70.0 43. -59.0 REVISE TABLES 1 AND 3, GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 4 NO CHANGE THIS SHEET 000 -75.0 : 70.0 : -75.0 48. -52.8 P.O. BOX 1529 NOKOMIS, FL 34274 000 52.8 70.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 50. -49.9 -75.0 49.9 70.0 Visibly Better 54. NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 000 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 CA -740 57. NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 000 POS NEG 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 59.0 70.0 60. -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 000 POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63. NEG -90.0 -90.0 -86.3 -90.0 - 67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 - 39.7 -75.0 -38.6 -75.0 000 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 &air Sheet Drawing Nw NTS 5 of 12 7045 -8 66. NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 000 PO 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREW GLAZING OPTION: A. 5J16" LAMI 1/8"A,.090,1/8"HS " WIDTH 37.000 A 43.000 48.000 53.125 57.000 A A A A 48.000 36.000 NEG POS -75.0 70.0 26.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 - 75.0 -75.0 - 75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 38.375 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 43.000 NEG PO NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0_ 70.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 50.625 NEG POS -75.0 70.0 57.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -69.6 70.0 70.0 70.0 69.6 54.000 - NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -65.2 70.0 70.0 70.0 65.2 -75.0 -75.0 -72.1 -63.0 TEST REPORTS: FTL -3582 70.0 70.0 70.0 63.0 60.000 NEG POS -75.0 70.0 -75.0 -75.0 -69.5 -60.8 70.0 70.0 69.5 60.8 63.000 NEG POS -75.0 70.0 -75.0 -75.0 -67.5 -58.0 70.0 70.0 67.5 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 -75.0 59.0 -52.8 52.8 -49.9 49.9 -46.41 46.4 1-43.51 -41.11 41.1 -38.61 38.6 70.0 -67.9 70.0 -73.7 67.9 -59.0 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) "X" WINDOWS E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 TEST REPORTS: FTL -3580, FTL -3587 - 90.0170.0 TEST REPORTS: FTL -3582. FTL -3729 X X x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °XX° WINDOWS IS LIMITED TO 46.7 P.S.F PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 72. S N G NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 69. E -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 000 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 000 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No E ira:1on Date rA_Z_ 7'16/+ 3 Lucas A. Turner, P.E. PE 458201 Muchantu�r COMPARATII/Z ANA/APIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 FTL -3582 FTL -3729 GL.AZTNGOPTtONS: - A' 5/16" LAMI E. 13/ 16" (1/8 "A,.090,1 /8 "HS) B. 5 /16'1.AMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16 "HS) LAMI (1/8"HS,3/8" SPACE5 /16" LAMI -W/ 1 /8 "HS .09IGI0 41 /8 T "HS) "0" ; WIDTH . .... . p • :.: ••• • • • ' • •26.0Q0 :1 _31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36.000 7.2.00p • .: • A _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 .51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 ' -39.7 39.7 01E. g5.0:•70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 • C : 41(7.0:"70.11 •-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90, 0. 70.0 _ -90.0_ 70.0_ -90-0_ 70.0 _ -90.0_ 70-0-90.0 70.0- 37.000 • • ■ 74.000 ■ A. .75.0 •70.4 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9_49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 � -75.0 70.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 - 90.0.70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 - 46.9 46.9 -43.6 43.6 -41.1 41.1 - 38.6 38.6 -36.5 36.5 B,E -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 , 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 X 62.4 -58.4 58.4 -63.3 , 63.3 -56.4 56.4 -53.4 53.4 -50.0 4 50.0 - 46.9 46.9 - 44.3 44.3 -41.9 41.9 B,E„ -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ C -90.0 70.0 , -90.0 70.0 -90.0 _ 70.0 -90.0 70.0 -90.0 _. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -84.5 70.0 _ -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.6 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 _ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.00.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 , 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 - 69.2 89.2 48.000 96.000 A -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 - 38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 , 70.0 -86.0 70.0 -80.9 , 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.000 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7' 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C A -90.0 -75.0 70.0 70.0 -90.0 -58.7 70.0 58.7 -90.0 -48.7 _70.0 _ 70.0 48.7 -90.0 -45.4 70.0 45.4 -90.0 -50.0 _ 70.0 50.0 -81.2 -46.1 70.0 46.1 _ -75.7 - 44.2 70.0 44.2 -70.3 -42.2 70.0 42.2 -66.8 - 40.1 66.8 40.1 -63.5 -38.0 63.5 38.0 -60.5 - 36.2 60.5 38.2 _ 53.125 106.375 B,E -75.0 70.0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -88.6 70.0 -76.4 70.0 -71.1 . 70.0 - 66.5 66.5 -63.0 , 63.0 -60.0 60.0, -57.3 57.3 54.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 108.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -75.0_ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 59.1 - 56.4 56.4 55.500 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -47.5 : 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 111.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 : 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 -63.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 57.000 A -75.0 70.0 -56.2 56.2 - 44.8 44.8 -42.1 42.1 -46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 -36.7 36.7 -34.8 -69.6 34.8 69.6 114.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 -58.7 58.7 -55.9 55.9 -53.2 53.2 58.500 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 '44.8 -41.3 -40.2 40.2 -38.7 38.7 -37.6 37.6 -36.1 36.1 - 34.2 34.2 117.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 * 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 - 64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43:5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 -33.7 , 33.7 120.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 : -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 . 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 ' -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "1-1S,.090,3 /16 "HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1 -90.01 70.0 Rend ar F.K Reverl F.K Raved 8y: F.K. brawn By: F.K. Date: 3/17/03 Rate: 3/25103 Date: 7/10/03 Date: 12/17/02 • • ... • • • ... Revisions A Revisions: B C Checked ey: • .. .. • REVISE TABLE 6, GLASS TYPES A & C ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better 0 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Tura: ALUMINUM CASEMENT WINDOW, IMPACT Serie•Modek CA -740 NTS Sheet 6 of 12 Chewing lit. 7045 -8 Rare 1 4 X 1 2 0 1 4 X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Raids Raiding Code Acceptance No 0 L. iralion Date Icy MLA Div 0 • e Product `1 �) 74 Lucas A. Tumor, P.E. PE #58201 Mechar.ica COMPAR 11VV ANALYSISTAB1S8r EBASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "O)(d 1 973 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 • • • • • • • • • GLAZING OPTION: A. 5/16" LAMI 1/8 "A,.090,1 /8 "HS) "XO" WIDTH ..WaY "XOX" H• ' • EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 , NEG POS 63.000 NEG POS ; NEG ""POS" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 1 37.000 5$500: p� 7.5.0 _ 70.0:_ - 75.0 70.0 _ - 75.0. 70.0 - 75.0 _ 70.0 - -75.0- 70.0 - -75.0 - - 70.0 - -75.0 70.0 75.0 70. 75. 70.0 75. 78� -75.0 70. J. 48.000 72.040 r , A i 1• , - /5.b 7d.b -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 , 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 _ -67.7 67.7 - 84.9 64.9 -82.7 62.7 -60.4, 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 , 61.8 -58.9 58.9 -56.1 58.1 , -53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -66.4 66.4 , -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 - -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 _ -73.7. 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 - -49.9 49.9 -46.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 • • ... • • • ... Rend By F.K. Raved By: F.K. 3/17/03 oats: 3/25/03 Rend By: F.K. Oats: 7/10/03 .. ..• . . . •. .. • • . • • • • • ... • • • • • • • • • • .. • • • • . • • • . .. .. TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH -75.01 70.0 TABLE 10. BASED ON 1/4" TAPCONS OR SCREWS "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED a complying with the Florida Uuiding Code Accepin©ce No E irulion Date By Di% /o Rnvfskns: A Revisions: 8 Ravistans. C Dram By: Cab: Checked By: Hate: F.K. 12/17/02 REVISE TABLE 8, GLASS TYPE A ADD GLASS TYPE E TO TABLE 8 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS rJe: ALUMINUM CASEMENT WINDOW, IMPACT sanaiAba.r CA -740 Scale: cities fnaxttyNo. NTS 7 ei 12 7045 -8 Rev: C Luray A Turner, P.E. PE #58201 Mechanical • • ... .. .. • • • • ... • .. .. • COMPAi3ATIYE 14NM±J IS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) • ... • • • • ... "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5/16 1AM1 (1 /8"A,.090,1/8"HS) B. 57169.AN11(1/8 "HS,. 090, 1 /8" HS) C. 7T16 " (3T16 "A,.090,3/16 "HS) • • • . • . . • • . .. • . • . • • ... . • E.•13/9'6" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090 /8 "HS IGH 1 FTL -3582 FTL -3729 115.892 32.000 • 38.375 43.000 48. NEG POS NEG : NEG -75.0 70.0 -74.1 70.0 -64.9 - 75.0.70.0 _ - 75.0.70.0 _ -75.0_ -90.0 70.0 -90.0 70.0 -90.0 -63.4 63.4 -56.5 56.5 -50.4 1 "XOX "' VENT 'FTXEE WIDTH WIDTH WIDTH 69.264 •�$ '33.t • -75.0 70.0' -75.0 '70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -57.2 57.2 -62.1 62.1 -55.2 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -50.4 50.4 - 54.5 54.5 -50.7 86.919 24.000 95.973 26.500 108.649 30.000 122.000 33.687 123.135 34.000 126.000 34.791 130.000 35.896 130.378 36.000 134.000 37.000 38.919 42.973 48.649 51.892 B,E -75.0 70.0 -75.0 70.0 C _ -90.0 70.0 -90.0 70.0 A -75.0 70.0 -46.8 46.8 B,E -75.0 70.0 -75.0 70.0 54.627 55.135 56.418 58.209 58.378 60.000 • • • • '26.000 36.000 NEG POS NEG POS : 'A • ' 75.0 70.0 -75.0 70.0 B E ;75.0 70.0 -75.0 70.0 "C • ' -90.0 70.0 -90.0 70.0 A -75.0 70.0 -69.1 69.1 50.625 54. NEC POS NEG -60.6 60.6 -58.1 _ -75.0 70.0_ -75.0_ -90.0 70.0 -90.0 -47.5 47.5 -44.1 000 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 B,E -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 A -75.0 70.0 - 60.5 B,E -75.0 70.0 -75.0 ' 70.0 C -90.0 70.0 -90.0 70.0 A -75.0 70.0 -53.5 53.5 B,E '-75.0 70.0 -75.0, 70.0 70.0 70.0 C -90.0 70.0 -90.0 70.0 A -75.0' 70.0 -49.9 49.9 B,E -75.0 70.0 _ -75.0 70.0 C -90.0 70.0 -90.0 70.0 A -75.0 70.0 -47.3 47.3 C -90.0 70.0 -90.0 70.0 A -75.0 70.0 -45.5 45.5 B,E -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 A -74.4 70.0 -43.6 43.6 B,E -75.0 70.0 I -75.0 70.0 C -90.0 ,70.0 -90.0 70.0 A -74.3 70.01 -43.5 43.5 B,E -75.0 70.0 " -75.0 70.0 C -90.0 70.0 -90.0 70.0 A -72.9 70.0 -42.2 42.2 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -84.7 -46.8 46.8 -51.3 51.3 -47.4 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -78.6 - 44.0 44.0 -48.4 '48.4 -44.7 -75.0 70.0 -75.0 -75.0 -90.0 70.5.8 70.0 -74.0 -43.6 43.6 -47.9 47.9 -44.3 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -85.0 -73.1" -42.6 42.6 -46.7 46.7 -43.1 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 - 70.0 -75.0 -90.0 70.0 -79.9 70.0 -69.3 -41.0 41.0 -45.0 45.0 45.0 ' -41.4 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -79.6 70.0 -69.1 -39.7 39.7 -43.5 43.5 -40.4 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -77.1 70.0 -67.3 B,E -75.0' 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 70.0 41.5 70.0 69.3 69.1 40.4 70.0 67.3 -75.0 70.0. -75.0 -90.0 70.0 -90.0 -52.6 52.6 -49.1 - 75.0 70.0 -75.0 -90.0 70.0 -87.0 -48.2 48.2 -44.9 -75.0 70.0 -75.0 -79.5 70.0 -73.6 -45.5 45.5 -42.7 -75.0 70.0 -75.0 -73.2 70.0 -68.3 -42.8 42.8 -41.4 -75.0 70.0 -75.0 - 69.4 69.4 -64.7 -42.4 42.4 -41.1 -75.0 70.0 -75.0 -68.8 -64.1 -41.6 41.6 -40.2 -75.0 70.0 -75.0 -67.3 67.3 -62.5 - 40.4 40.4 -38.9 -75.0 70.0 -75.0 -65.3 65.3 '-60.6 -40.3 40.3 40.3 -38.8 -75.0 70.0 -75.0 -65.1 ' 65.1 -60.5 -39.2 39.2 r -37.7, -75.0 70.0 -75.0 -63.3 63.3 -59.1 000 POS 58.1 70_Q _ 70.0 44.1 70.0 70.0 49.1 70.0 70.0 , 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.1 40.2 70.0 57. NEG -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0, -64.8 -39.5 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 000 POS 56.1 _ 70.0_ 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 - 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 60.000 NEG POS -53.3 53.3 -75.0_ 70.0 -90.0 70.0 -39.2 39.2 - 75.0 70.0 -89.4 70.0 -43.6 , 43.6 -75.0 70.0 -77.2 70.0 - 40.1 40.1 -75.0 70.0 - 66.3 66.3 -38.6 38.6 -75.0 70.0 -61.4 61.4 - 37.5 37.5 - 74.9 70.0 -58.4 , 58.4 -37.3 37.3 -74.6 70.0 -57.9, 57.9 - 36.9 36.9 -73.7 70.0 63.000 NEG POS -50.5 50.5 70.0- -90.0 70.0 -36.9 36.9 -73.8 70.0 -85.2 70.0 - 41.1.41.1 -75.0 70.0 - 73.1 70.0 -38.0 38.0 -75.0 70.0 -63.1 63.1 -36.6 36.6 -73.2 70.0 -58.8 , 58.8 -35.7 35.7 -71.4 70.0 -55.7 55.7 -35.5 35.5 70.0 64.7 41.1 70.0 70.0 44.3 -71.0 70.0 - 55.2 55.2 -35.0 35.0 - 70.1 70.0 43.1 70.0 -90.0 70.0 -82.8 '70.0' -71.3 -41.2 41.2 -45.1 45.1 -41.5 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 59.2 37.7 70.0 57.6 41.4 70.0 37.6 70.0 57.4 36.7 70.0 55.9 -56.5 56.5 -36.2 36.2 -72.4 70.0 - 54.7 54.7 -36.1 36.1 -72.3 70.0 -54.6 54.6 -35.5, 35.5 -71.0 70.0 -53.0 53.0 -53.8 53.8 - 34.3 34.3 -68.6 68.6 -51.9 51.9 - 34.3 34.3 -68.5 68.5 -51.7 51.7 -33.7 33.7 -67.4 67.4 -50.0 50.0 70.0 59.1 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH '90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR 'OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. X 0 X UNEQUAL LITES O UNEQUAL LITES O UNEQUAL LITES PRODUCT REVISED as complying with the Florida Buidisg Code Ae q)tauce No E Oration Dale By 161• Div • -•. • . , i i Dade Product 740 !03 Rend By F.K. Pond Ely: F.K. Revsd By: F.K. Data 3/17/03 Date: 3/25/03 Data: 7/10/03 Revlsbm: A Revisions: B Revisions: C • Drawn By: Dab: Checked ey pate: F.K. 12/17/02 REVISE TABLE 11, GLASS TYPES A & C ADD GLASS TYPE E TO TABLE H NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONF/G. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT C4 -740 tcw: sneer ores• Am. NTS 8 a 12 I 7045 -8 Rev: C Lucas A. Tumer, P.E. PE #58201 Mechanical Revad 9y: Dale: F.K. 3/17/03 Roved Dy: bate: F.K. 3/25/03 Hovcd13y. bate: F.K. 7/10/03 Mown By: DDto: F.K. 12/17/02 • • ... • • • ... .. .. • . .. .. • • • • • • . • • • • • • • ... • • • • • • • • • • • • • • ... • • • • 0410 • • • • • .... ... ... .. .. .. .. . .. . . . • • ... . . . . . . • • • . 00 . • 4104104. . • ... . • .. • • • .. ... .. • • • . . • • . • .. • • • • • ... .. MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT Revisions: A Revisions: B Revisions: C Checked by: NO CHG THIS SHEET ADD 13/16' I.G. GLAZING BEAD ITEM SHOW TOP HINGE Dates MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING n (SEE SHT. 3) J VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 000 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX Visibly Better MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X D SECTIONS The: ALUMINUM CASEMENT WINDOW, IMPACT seiesrmoeer. CA -740 HORIZONTAL SECTION - XX So.: NTS Sheet 9 e 12 Onset% No. 7045 -8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 Rev: GOO f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No Ex • fixation Date 3 Lucas A. Tumer, P.E. PE #58201 Mechanical - I. • By : Mom a Product Control Div on • • . •• • • • ••. •• • • • • • • • • • • • • • • • • • • FRAMEASSEMBLY TUBE, MAT'L: 6063 -T6 Rend Bs Data: F.K. 3/17/03 Revsd By: Dad: F.K. 3/25/03 Ravad By: Dare: F.K. 7/10/03 Drawn By: Dab: F.K. 12/17/02 • • • • + • . • • • • • • • .•• • • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "XO" & "COX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL A B #8x1 QUAD PH SMS (2) PER CORNER Retfbns: Relefons: Revktmts: C Cnaakod Br• #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS . 4 / 3" APART AT MID -SPAN "X" FRAME JAMB • #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASS'Y DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dab: SASH FRAME ASSEMBLY DETAIL FRAME JAMB 1070 TECHNOLOGY DRIVE NOKOPAIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL Visibly Better Ti. a Selestslode CA -740 1.159" ---- 2.139" -- SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" - FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A bosoWasr EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT NTS .438" 10 . 12 1 .434" 1 2.854" .062" NOM. 3.544" .062" NOM. Coship No. 7045 -8 Re': .062" L 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A 2.919" PRODUCT REVISED as complying with the Florida Wiling Code Acceptance No x irativa Date '2404 3 Lucas A. Turner, P.E. PE #58201 htcttranical ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK - 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" I.G. GLASS- (1/8"HS,3/8 "AIR SPACE,5/16 "LAMI)- - 5/16" LAMI (2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB ITEM 1 2 3 4 5 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 Rev5d By: F.K. Raved By: F.K. Raved By: F.K. Drawn By: F.K. Data: 3/17/03 Date. 3/25/03 Date: 7/10/03 Date: 12/17/02 • • ••• • • • •.. •• .. • • • .• •• • P51WG•# 7002A • 1155 7608: • • 7003A 1155 7 •7a1T '- 1 - 7901 9 •4'024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 A • • • - • • PARTS LIST ••• • Revisions* 8 • Revisions: C Checked By • • • '13T. #• • .781PQA • 781PQA •6'701' • • • • •s • •• • 7858ZA 710x12FP 6TP247 6163K 61635K 60976 712X I PPT 711573 7FLDHD • • • • • •• • 78X78PPSMS 78x 12PSTW/B NO CHG THIS SHEET NO CHANGE THIS SHEET Dale: • DESCRIPTION MAIN FRAME - HEAD. SILL & JAMBS #8.X 1 QUAD PH SMS 141•AME CORNER KEY '2'1X 1/2 "X118" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 118 X 1 QUAD PH SMS .' BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #I0 X .500 PH. PHL. 5/16" LAMINATED (1/8A & I /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6HS & 3/16HS GLASS) 090 INNER LAYER - SOLUTIA OR DUPONT PV13 GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE SERRATED CASEMENT SCREEN CLIP #8 X .500 sq. PN. TEK SMS 67004 CASEMENT FRAME ASST. TUBE #12 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER (R.H. SNAP -ON T- HANDLE KNOB FOLDING HANDLE ADO 13/18" 1.G. GLASS & GLAZING BEAD & L.H.) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .050" .050" Visibly Better .706" .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" --) .865° 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" Iii 1.000" I .423" nom: CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 --� �-- .172" .870" .125" .062" Oa Ma. PARTS LIST & EXTRUSIONS .050" I - .569" 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 -1 1.124" � 1 .093" CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG 7004A ALUMINUM CASEMENT WINDOW, IMPACT se".rnuedm: CA -740 NTS sham: 11 eu 12 Omuta 7045 -8 .993" a .040" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701" Rev: PRODUCT REVISED os complying with the Florida Bolding Code Acceptance No E , kudos Date By Miami Divisi Produd C G" -.7 4U 6 3 Lucas A. Tumer, P.E. PE 458201 Mechanical • • ... • • • . .. . • . . . APPROVECYW DD BUCK : .:. 1 1/2" OR MORE THICK . . (SEE.NQTE 2) .. : : .: •: : :. . . .. • ..... .. ... .... 1 /4" Ib1RX: . SHIM.. .. • #12 OR #14 SCR>'W3 • 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11111 NOTES: APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) _ 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 11111111111 1111111,11111111111111111 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM --I #12 OR #14 SCREWS I 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 7 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. • IIliiiitt 1I 1111111111111 it► - rrrrarlltilrrl . .. 11/4'' MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 'ration Date , ' , , Miami '•' Divkl Rend ear Dam: F.K. 3/17/03 R.vsd ay: F.K. oat.: 3/25/03 Rawl ay: Dab: F.K. 7/10/03 Rovb70r1,: A Rev•Wna: B C Drawn By: Oats: Cheated ay Date: F.K. 12/17/02 • • • -. -. ADDEO 1/14 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 c;', r_ Visibly Better OescrOdarr ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 9erlea4.bdex CA -740 NTS sheet 12 a 12 Drawing M0. 7045 -8 Rev. C Lucas A. Tumer, P.E. PE 458201 Mechanical ` - -740 3 rus:rn By F.K. • • ... • • • ... V.% . . . . . • . . . COUNTY. OLLOWS: (SEE SHEET 10, DETAILS C, D & E) EWS) 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) EWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) WS) e Visibly Better NOTES & TABLE OF CONTENTS rum: ALUMINUM PICTURE WINDOW, IMPACT SnrssI as P•701 Scam: NTS Sheaf, a 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 - SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 ab.v Na. 4259 -4 R9,: A Robert L. Lark. P.E. PE #39712 Structural NOTES: aRLa. Iiii.A8HiE:WIND •WS 1. GLAZING:: Q;=` Q J.3: A. 7/16" :_:^,fi :C: ,7�A.0 1 E3% .:i Cfl PRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED , ' ;0 Ti OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" J AML A T t;D GL'o, S COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTEGRA .1 f l'U cKLIN I�ACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1 /1E" .44[ Za ZIa11.16: tMJPRISED OF (1) LITE OF 3/16" HEA1 STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LA:Mk:A A , 'F-1,11;1-.1Q 00-MPRZE -D OF {1)- LITE OF 3/16" ANNEALED -GLASS AND {1} LITE OF 346" HEAT STRENG1rHENH. t LL SS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAM I.G. CI SS COMPRISED OF (1) LITE OF 3/10" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMI :r:ATED WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF D: —PCNT 2 TACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CHOR SPACING l 2. D(SCON F ATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NE-CAA /E DES: 2 N LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OITISDE WCIAW -f .ADE COUNTY). E. POS6T VE DES :` N LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSiD[e MIAW-I ADE COUNT!). C. DESIGN f RES OUf ES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE 3. FLANGED UNITi I ORAGE: SINGLE ROW OF FASTENERS LOCATED AS F kC =AD SILL: 1/2" FROM CORNERS -., X. 111" O.C. Af\1173S: A :f.(-X, 1/2" FROM CORNERS 11" O.C. (DESIGN PRESSURE [;,i :ViTED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCR 4. I �'l'EORA. FIN L;`;T A CHORALE WITH NAILS: SINGLE ROW OF .130 DIA. x r EAW &; SILL: t-\ i EACH CORN FR .5` O.C. JAY, 7 DS: ,r\ EPCHCORN 5 ti O.C. 5. INTEGRAL FIN U`;'. ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCR Ff EFL V SILL: r[: 1/2" FROM CORNERS jr, `: >{ . 1 O.C. JIN 3S: A rr�,':?�. 1 1/2" FROM CORNERS 0 1" O.C. (DEu1 ?! ?RESSUF _ °f: ?ITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCRE 6. ,, F1 R REQU =;?a ;SIT: NON REQUIRED 7. JOINT - :.r?1,_i) NT IS USED ON ALL FOUR CORNERS OF THE FRAM 8. R;f -r E:NCE TE. P =SORTS: F T is -3835 & FTL -3850 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 • ••• • • •• OUTSIDE • • • • • • • ••• • • • • • • • • • 000 • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• • • ••• ••• • • • STRENGTHENED GLASS • 3716" ANN EALECT CQR:HCy4T:::•• •• OR • • • • • • • • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OR 11/16" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED ED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/10" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Rovsd By. Bond By: Pend By: F.K. Brcvm By F.K. Da : 12/16/03 7/14/03 Ravtstons: Rn&:ans A NO CHANGE THIS SHEET Ctackad By Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PAGT Visibly Better PW- -701 GLAZING DETAILS MN ALUMINUM PICTURE WINDOW, IMPACT Satter NTS 2 a 10 4259 -4 Robert L. Clark, P.E. PE #39792 Structural • . ... • • • ... .. .. • • — —. .. • • • • • • • • • • • ... • • • • .. • • • .. .. • • .. • • • • • !lb • • • • • 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. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. R vsd Hy: Data: Ravisbro: Rand By: Dab: Revlsans: eel y�D afa: Marianna: F.K. 12/15/03 A NO CHANGE THIS SHEET • .. • • • EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. T VisIbly Better Tax rattscadactat PW-701 arum: NTS ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. Ossdytbre FLANGED ELEVATIONS Sara! 3 01 10 TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT 0,310. Wa 4259-4 MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Robert L. Clark, P.E. PE #39712 Structural Dram ay: F.K. Data 7/14/03 _ Chcskad By 02ta: Raysd By Rend By Rend By F.K. Orawn By F.K. Oz?a: Oats: 12115103 7/14/03 • • ... • D a: • . • • • • • HEXAGON ' sts.'ans: FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. Reruns: A NO CHANGE THIS SHEET checked by. Dab: • • • • • • • • • • • • •. • . • . • • • • • • ... .. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA a 31.99 SQ. FT. 96" MAX. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BOX 1520 NOKOMIS. FL 34274 MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. OCTAGON QUARTER CIRCLE Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 451 /4" MAX. DLO Dew INTEGRAL FIN ELEVATIONS PW-701 NTS MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Shed. 4 w 10 ALUMINUM PICTURE WINDOW, IMPACT Deem 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Raw • IGIC 01:21I01. -147 Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• COWARATIVE AIALYSIS T AS. 1. •A• Mb* LiAthATED GL' 88 °,3/16"A, 3/16HS) B. 7/16" LAMNATED GL/,-,'\88 ;3/16"Ht, 3/16HV. GLASS TY.PE:. • • • : .. t>%A 3/1H, 7/16" 7/16" LA (3/16A, .a-A, ,1/116" HS) • • • *.* e 4S2,1,_;16" 7/16" LA:.1j (3116HS .C HS • WINDOkil MGHT 82.000 AREA S 80.0 - 80.0 60.030 65.500 76.500 A&C B&D AREA S .FT. AREA SQ.FT. 15.141 16.229 AREA Se A&C HID 71.000 AC AREA SQ.FT. 87.500 93.000 96.000 0. 80.0 9: J, 80 .0 80.0 80.0 80 .0 AREA SC T. 80.0 -80.0 8C 0 -80.0 7.318 8C.0 -80.0 80.0 -80.0 . 1'8.406 80.0 10,0 2.338 80.0 -80.0 79.4 -79.4 80. -80.0 64 76.8 -76.8 O0 -80.0 18.063 74.1 -74.1 80.0 -80.0 9.361 70.7 - 70r 80.0 - 80.0 20.660 69.1 -69.1 80.0 -80.0 21.958 88.8 -68.3 80 0 - 80.0 22.667 80.0 -80.0 56.1 24.703 -48.0 22.188 23.906 25.625 80.0 -80.0 26.479 28.255 458 68 5 - 5 an o -80.0 17.967 56.5 -56.5 80.0 -80.0 22 45' 53.6 80.0 24.052 E0.0 -E3.G 15.313 17.03 _69.9 -6a9 80.0 -E0.0 18.750 63.5 80.0 20.469 .0 -; 3. 80.0 25. CI 50.4 80.0 -80.0 74.0 45 .2 80.0 _780.0 7.3 48.000 .0 80.0 -80.0 67.2 ' 43 3. 67.2 -67.2 0 -80.0 23.667 51.9 -51.9 80.0 -80.0 2 500 47.6 -47.6 80.0 -80.0 27.333 4 -43.4 0 -80.0 29.167 79.4 - 79.4 31.000 39. -39.4 76.6 -76.6 32.000 • • • • • • • .0.• • • _ • • -80.0 -80.0 19.000 L:283 80.0 41MOWNIPINNO--_ 1- -80.-0- - • -00.0 dila.441 :1 - 80.0 80.0 -80.0 a0.0 -74.0 -80.0 80.0 r - 1.000 FTL-3835 FTL-3835 FTL-3850 FTL-3850 80.0 -80.0 80.0 -80.0 16.333 74.0 -74.0 1. TABLE 1 PE ...1ES ARE 'ASED ON THE ARGEST TESTED SIZE RECTANGL1AR WINDOW At WITH 1/4 7A9CONS. DESIGN PRESSURES ARE LIMITED TO +/-60 RJ HEN ANC:-IORAG WITH #12 SCREWS. A 2. ALL MAXILTS,V ; '7,ES SHOVr!N i SHEET 3 kiE QUALIFIED TO TI PRESSURE C A 32 SQ. FT. "JUT EN TABLE 1. 3. ALL SHAP:E3 ft 3 THAN TN :7_ MAXIMUM SITE, QUALIFY TO PRESSURE FOR THS MAXIMUM Sir:LIS:ED IN TABLE CR TO THE PRESSURE FOR THE SMALLEST RECTANctu,A2 rc IN TA7J_F_J1., WHICH Tt- 7.13-0ERALLSEQB:LAKDIEMILEni);.5.3 UALLELLIOLLTZIS. Itcyzd Vats: ossartpitan: Fi'ond By: Oat: 4R1,5 h' . r 7 1070 TECHNOLOGY DRIVE ..„ Tt F. ir ALUMINUM PICTURE WINDOW, IMPACT FLANCLJ) UNIT DESIGN PRESSURES K. 12/15/03 v,:,, z 6,1: CHANGE NOTE 1 ANCHORING WITH #12 CCREWS +._ NOKOMIS, F. Z: P.O. BOX 15:3 Cliirbsn r Mb: II= NOKOMIS, FL 3V74 Visit1y ,nt 8643dP.Pw77;1 Caw elm& araero nta. F.K 7/14/03 NTS 5 of 10 4259-4 Robert L. Clark, P.E. PE 1139712 Structural • ... . . • ... AREA SQ.FT 65.500 A &C • • ] • 80.E Il -80.0 x.698 80.0 _ 80.E W.786 80.3 80.0 -80.0 -80.0 - 80.0 -80.0 71.875 80.0 80.0 -80.0 80 . 80. 12.868 80.0 80.0 -80.0 _ -80.0 14.167 -78.9 61. 76.500 93 1. - 80.0 12.964 - 80.0 80.0 80. i i i t.� CHANGE NOTE 1 ANCHORING WITH #12 SCREWS 78. 80. 80. 65. 80. 80. 80. 48.9 25.510 -48.0 -80.0 26.333 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O: 9QX 1529 NOKCMIS, FL 34274 80.0 80.0 74.3 29.063 40.2 80.0 -80.0 -80.0 .74.3 -80.0 - 67,8 - 80.0 -61.7 -80.0 -56.4 -80.0 -80.0 -40.2 -80.0 30.000 79A 80.0 71.9 80.0 65.0 80.0 59.6 80.0 54.6 80.0 51.0 80.0 39.0 76.9 -80.0 79.4 - 80.0 80.0 - 73.1 71.9 - 80.0 80.0 - 66.4 65. -80.0 80. - 60.7 59. - 80.0 80. - 55.5 54. - 80.0 80. - 51.3 51. - 80.0 80. - 46.9 46. -80.0 80. -42.7 43. - 80.0 80. - 40.2 40. - 79.7 76. -38.9 39. -76.9 73. Sae: sneer NTS 6 d 10 CrimIng 4259 -4 COMPARATIVE ANALYSIS TABLE 2. •A' ?/1 LAAVItNATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16" IBS, .090, 3/16HS) GLASS -IYePL .. • ; .C� t t6'; L XG., 3/16HS, 7/16" SPACE, 7/13" LAMI (3/16A, .090, 3/16" HS) : ::.. D• • t `° I�A�VI� FG., 3/161-IS 7/16" SPACE 7/13" LA MI 3/16HS .090 3/16" HS WINDOW HEIGHT WINDOW WIDTH '• AREA % :TT. 54,500 AREA SQ./I 60.000 49.000 • • AREA SQ.FT. 71.000 .. A &C ?' 80.0 B &D �� 80.0 - 80 .0 AREA _ . FT 14.0 - 2 A &C . ` ' 80 0 -80. B &D 80.0 AREA SQ.ET.1 .000 A &C B &D AREA S0.FT. . a00 A &C B &D AREA S O . FT. 000 A &C B &D AREA SQ.FT. A &C B &D So.FT. 96.000 AREA U 15 - 80.0 141 80.0 -E0.0 69.4 -69.4 80.0 -60.0 80.0 -80.0 16.229 19.,36 80.0 -E2.0 66.4 ' 66.4 80.0 -60.0 80.0 -80.0 17.318 20. 60 80.0 - Eg. O 80.0 - 80.0 8. 406 80 80 0 0 0 - 80.0 80.0 -30W 19, 569 0 -80.0 0 -80.0 78.9 80.0 T ' -80.0 15.465 75.3 �, -75.3 80 0 �'( -80.0 16.76 72.6 a� -72.6 80.0 ! -80.0 18.163 - 65.0 -50 0 80.0 -30.0 J 3. 9 -78. 0 -80.0 4. 950 - 72.2 0 . -30.0 16.4 5 -35.5 o -80.0 967 1 -61.1 0 -80.0 • 4 6 -57.1 ® .. _ -80.0 20 984 8 . -53.8 -80.0 80.0 67.8 80.0 7.03 8. 61.7 80.0 20.469 56.4 80.0 2 51.5 80.0 23.906 47.2 - 80.0 88 carletRk PW -701 15.823 7.599 9.3 21.151 22.92 24.703 26.4 28.255 30.0 31.000 FTL -3835 FTL -3835 FTL -3850 FTL -3850 16.333 -79.4 - 80.0 - 71.9 -80.0 18.167 0 -65.0 0 -80.0 20.000 6 -59.6 0 -80.0 21.833 6 -54.6 0 -80.0 23. 667 0 -51.0 0 -80.0 25.500 6 -46.6 0 -80.0 2 333 1 -43.1 0 -80.0 29. 167 4 -40.4 0 -76.0 . 00 0 -39.0 1 -73.1 2.000 INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Row 65.0 80.0 - 80.0 21.5 - 80.0 63.9 . X33.9 -80.0 80.0 9. 0'0 22.x37 1. TABLE 2 PRESSURE:: ARE BASED ON THE ..ARGEST'CFSTr D SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEe ANCHORING WITH # 2 SCREWS. n 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 . \RE QUALIFIED TO THE PRESSURE OF A 32 SQ, FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS 17 AN THE MAXIMCM SP:E, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST BLE . H C ER AND G ENSIO►SCOt P IN /0 Robert L. Clark, P.E. PE 939712 Structural Rovcd By kevad Hy Rowdily: F.K. Drawn By F.K. 2.784" SCREWED CORNER ASS'Y (FLANGE FRAME) do: tree: 12/15/03 Dahl: 7/14/03 . • • • ••• • • • . • •.•. •.• • • . • • • • • • • • • • • • •• •• •• • ••••••• •••••__• • Re • • • • • • • • ••• • • • • • • • ••• 40 • •• • • • • • • • • • • • • • • • • • • ••• OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) A Chocked By NO CHANGE THIS SHEET Oats: 070 TECHNOLOGY DRIVE NOKOMIS. F134275 P.O. BOX 1529 NOKOMIS, FL 34274 ALONG ENTIRE JOINT Visibly Better MAX. WINDOW HEIGHT 0 0 MAX DAYLIGHT OPEN ING PW -701 NTS 2.784" VERTICAL SECTION (FLANGE FRAME) OEmmtla • SECTIONS & CORNER ASS'Y, FLANGED rf7o: ALUMINUM PICTURE WINDOW, IMPACT shxa 7 w 10 s 4259 -4 INSIDE Robert L Clark, P.E. PE #39712 Structural Rend 8y: Da Da3: Rend dy. F.IG Data: 12115/03 Oman By Date: Cheated By: Dab: F.K. 7/14103 ••• ••• • • SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH -- HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) 0 b 1 ��;' illfll 0 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL RN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784° INSIDE Reatsbns: Resti:ma: Roesler*: A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P c t Visibly Better PW -701 VERTICAL SECTION DczeVIcar (INTEGRAL FIN FRAME) g ,76 SECTIONS, INTEGRAL FIN fr 1%) Re L. Clark, P.E. Rar. PE #39712 A Structural ALUMINUM PICTURE WINDOW, IMPACT sore: sr,ee�. NTS 8 10 Draws NO. 4259 -4 ITEM DWG NO. :PART # 1 4256A • 2 7 I165 8 LAW LG. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) 17 18 20 21 • • ... 4253 64253 FLANGED FRAME HEAD, SILL & JAMB • • • • . 42f1ir • 1224 4224 INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS_ 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.9. GLASS, 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 15 22 4262 .970" ... •'6 & 64262 ... ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 Rc4 Rads Rend BY. Data: A NO CHANGE THIS SHEET Dawn - Checked = -. 049: DESCRIPTION 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB )� 4QUAD PN SMS STAINLESS STEEL • 3CI44E- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7M$ LAMI GLASS BEAD 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346" --i 1---- .050" .975" 1.875" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4254 1070 TEC INOLOOY DRIVE mows, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better t••— .062" 2.784" MAT'L: 6063 -T5 DWG NO. 4253 n EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Salmlbtartel PW-701 NTS Sheer 9 a 10 DrEautro 4259 -4 2.500" Robert L. Clark P.E. PE #39712 Structural Rand By. Revsd By: Re,sd By: F.K. Dram By: F.K. Dab: Cats: Cafe: 12/15/03 7/ 14/03 .130" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. CONCRETE Ravisbns: RavbAro: A Checked By: WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. CHANGE NOTE 1 AND FASTENER SPACING Data 1/4" MAX. 1 SHIM l 1/4" MAX. SHIM T 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. AA (SEE NOTE 1) 1 1/4" MIN. v. • • . ' EMBEDMENT f 1 1/2" MIN. EMBEDMENT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 1 1/4" MIN. .. . a EMBEDMENT: • • #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. I SHIM T SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E Visibly Better 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1x WOOD BUCK (SEE NOTE 2) ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Swtas, asr PW-701 NTS blast 10 of 10 FLANGED DETAIL C Na 4259 -4 2x WOOD BUCK (SEE NOTE 2) #12 SCREW, 8 1/2" MAX, FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. I SHIM T Robert L Clark, P.E. PE #39712 Structural PGT Industries 1070 Technology Drive Nokomis, FL 34274 • • . • •• •• • • • • • • • • • UW -41 MIAM)02 • • I D _ FLORIDA . -. ,.,.. • BUILDING CODE COMPLIANCE OFFICE (BCCO) • ; , + I: kis 1 • 1603 • PRODUCT CONTROL DIVISION • • • • • • _ 130 - 1563 I i • AX ( . 375 - 2908 NOTICE OF ACCEPTANCE (NOA) r r • • •• • • • • • • •• • 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by 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. 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 revises NOA # 02- 0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOWS; . . 1 . GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .900 .Rye It11 E1} LAYEft.OF•• DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIItIL I DETTWEV tF E5 PF 1 /8" ANNEALED GLASS. • • • ••• ••• . ••• • B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM.8ZT IESN () U ES•dF A 1/8" HEAT STRENGTHENED GLASS. • • O. 13/16" tAMI 1.G. GLASS CONSISTING OF: 1/8' HEW iTRENGYFtEPd •QLASS 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 0 1 .•. 11 . I . .. 1 1 x II 8 " 57" VE DAYL OPE 6" 63" MAX HEIGHT 58 1/4" MAX FIXED LITE DAYLIGHT OPENING 6" MAX. 4" MAX • • ••• • 111 • * • • • • • 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT — • • DAYLIGHT OPENING OPENING • ••• • •. • • • • • • • • • • • ...••••• • • • • • Alum. 6063HS -T54 V.T. # 612225 4054A 4006C 612230 6534571 1207 612237 612238 612239 70250 70251 7BRWHL2 QTY. /LOCATION 1 8 ® mids•an of frame sill ALUMAX INDALEX VENDOR INDALEX ALU MAX Alum. 6063 -T5 Alum. 6063 -T5 Alum. 6063 -T5 Alum. 6063 -T5 6063 -T5 612240 6532377 LITES OF 1 612244 710X1 _ 76X1PPA 6TP247 7856A 781PQA 71096 61062W 62899 6TP249 @ mids•an of vent Windload Adapter screws for anti -lift channel) 1 per Glazing Bead Sweep Latch screws) usin• 2 Swee. Latches 22 Frame 1 11.5' from ends -vent mtg. rail 2 if height is >= 42" 3 1 @mids•an 4 from ends 1 ®midspan 2 1 4 from ends ® ea. end of vent to. rail 2 •er Roller Housin ®vent to 8' SPACE 5 Vent ass . screws bot rails & mt . rail 1 ® vent 'amb rail 8 A .090 1 ALUMAX ALU MAX MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL P.G.T. ALU MAX ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MASTER TOOL MASTER TOOL TEAM PLASTICS INDALEX DESCRIPTION FRAME JAMB (Alum. 6063 -T5 Alum. 6063HS -T54 Alum. 6063 -T5 LAMINATED USING LAMINATED USING 8 RIGID PVC CHANNEL Alum. 6063 -T5 10 x 1.000 Ph. FI. SMS 6 x 1.000 PH. PAN SMS WEATHERSTRIP, MIN WALL BULB VINYL 3 8 SPACE. 5 16 LAMI 8 HS, .090, 1 8 HS VENDOR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCLIP AF -12237 -12238 - AF- 12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 7-M10-250 7-M10-251 70312 FS7826- 187 ITEM 1 2 3 4 SASH SIDE RAIL (Alum. 6063 -T5 5 GLAZING BEAD Alum. 6063 -T5 6 WINDLOAD ADAPTER 7 FLANGE FRAME HEAD 8 FLANGE FRAME SILL 9 FRAME SILL ADAPTER 10 SASH TOP /BOT. ;RAIL 11 SCREEN RETAINER 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 30 31 32 MAX NT GHT Z ING MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION FLANGE FIXED MEETING RAIL SASH MEETING RAIL 5 5 ANTI-LIFT 8 x .500 PHIL. FI SMS 8 x 1.000 PHIL.. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WSTP, .270 x .170 BACK SEAL SILICON WEATHERSTRIP, BULB VINYL 13/16" I.G., 1/8" HEAT STRENGTHENED GLASS GLAZING BEAD (13 16' I.G. WSTP .187 x .250 BACK, SIN SEAL 8" HEAT STRENGTHENED GLASS, 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS SILL; MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. ti•" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. 6. REF. TENT REPORTS: FTL -1969 & FTL -3740 I ` v Robon L. Clark, P.E. PE 439712 F,tnictuial T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ®OX 1529 NOKOMIS, FL 34274 Rend By: F.K. Awed By: F.K. Rend By: F.K. Rend F.K Drown By: D.6. Series/Model: HS -710 Date: 12 29/03 Da 7/23/0.3 44/03 9,17 02 V16/98 ALUMAX ALU MAX & PE HT5. J' 1 ' :(ot2.O4o ,Li �, ><.�r, Y Seolo: NTS Revisions: G- REMOVE ITEM 29 GLASS Revisions,. F -ADD 095 TO ITEM 26 Revisions: E- 2,3,6 ADD 129 -132 Revisions: 0- REVISED NOTE 1 Sheet: 1 of 6 DOW CORNING Drawing No. 4112 899 OR 995 TP -249 64067 61060G Description: OX ELEVATION do B.O.M. (LG. MISSIL) 'ltle: ALUMINUM HORIZONTAL SLIDING WINDOW Rev. G . . . COMPARATIVE ANALYSIS TABLE 1. : : f3LA SS TIDES A & C FTL -1969 & FTL -3740 A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8:" SPACE, F/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) WINDOW WIDTHS 26.500 a7�000 ••• :.. • :.. • : .. •.• WINDOW HEIGHTS • 26 .000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 66.7 66.7 .0 -75.0 66/ -75.0 66.7; ; --74.9' ;0G, -75.a 66.7 -75.0 66.7 -75.0. 66.7 -75.0 66.7 -75.0 66.7 -75.0 �6.�- J7�.0 �,.: ��� 6,Z • - 755.0 66.7 -75 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 -75.0 66.7 -75.0 66.7 -74.0 66.7 -74.0 60.000 66.7 -75.0 66.7 -75.0 66.7 -73.1 61.6 -61.6 56.0 -56.0 55.0 -55.0 54.2 -54.2 53.4 -53.4 52.7 -52.7 66.7 -75.0 ' 66.7 -73.5 62.0 -62.0 54.8 -54.8 46.0 -46.0 45.1 -45.1 44.3 -44.3 43.7 -43.7 43.2 -43.2 63.000 66.000 66.7 66.7 -75.0 66.7 -69.4 58.9 -58.9 51.7 -51.7 43.0 -43.0 42.2 -42.2 41.3 -41.3 40.5 -40.5 40.0 -40.0 -75.0 ' 65.5 -65.5 56.6 -56.6 49.0 -49.0 41.2 -41.2 40.4 -40.4 39.5 -39.5 38.7 -38.7 37.9 -37.9 70.00 74.000 66.7 -75.0 60.8 -60.8 53.7 -53.7 46.3 -46.3 39.1 -39.1 38.3 -38.3 37.4 -37.4 36.8 -36.8 36.1 -36.1 66.7 -75.0 58.2 -58.2 51.3 -51.3 44.2 -44.2 37.4 36.8 -36.8 36.1 -36.1 35.5 -35.5 34.8 -34.8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 & FTL -3740 B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) ' °"" 4 " r ' Ael ' ..t F?J -). li.�i...,r. i �� WINDOW W IDTHS WINDOW HEIGHTS 26.000 36.375 -- 44.000 ' 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 - -75.0 66.7 -75.0 ,-- - 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 . -75.0 37.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 , 66.7 , -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 , -75.0 66.7 , -75 .0 53.125 66.7 -75.0 66.7 -75.0 66.7 -75.0 ` 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 60.000 66.7 63.000 66.7 -75.0 -75.0 66.7 66.7 -75.0 -75.0 66.7 66.7 -75.0 -75.0 66.7 66.7 -75.0 66.7 66.7 -75.0 -75.0 66.7 -75.0 -75.0 66.7 66.7 -75.0 -75.0 66.7 66.7 -75.0 -75.0 66.7 66.7 -75.0 -75.0 �1� /R' . �. a.. -75.0 66.7 66.000 66.7 ' -75.0 66.7 � _ -75.0 66.7 -75.0 - 66.7 -75.0 _ 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 . -75.0 70.000: 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75:0 66.7 -75.0 66.7 -74.9 66.7 -73.5 66.7 -7 74.000 --- 66.7 i -75.0 66.7 -75.0 66.7 -75.0 66.7 ..- -75.0 66.7 -74.8 - 66.7 _ A -73.5 66.7 -72.2 1 66.7 -70.9 ' 66.7 -69.6 - Revsd F.K. Date: 12/29/03 axons: F- UPDATE TABLES Read 1:ty: F.K. Dote: - 7/23/03 Revisions: F- CORRECT TABLE J °C&E` NOTES: 6t/ Revad F. K. � ' Date: 4 Revisions: E ADD 13/16 I.G. /NOTES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. R ende y F.IC Da a 9/6/02 Redarona: D- REVISED TABLES Drown By: D.B. Dote: 2/16/98 IND USTRIES D scrrolon: GLASS TYPE COMPARATIVE ANALYSIS ' �� tO7O TEC SP4 O 3oi7s� P.O. BOX 1529 N FL 34274 raw ALUMINUM HORIZONTAL SLIDING WINDOW Robe L . Clark, P.E. PE s 12 Series/Model: HS -710 Score: NTS Sheet: 2 of 6 Crowing No. 4112 Rov: G • • ••• • • • ••• 5/16" . 13/16 . - - - - - - - - - y HEAT- LAMINAT® NOM. _. - • • • • • :ter • ••• •• • • - - -i_• •• • • • • • ••• • • • • • _• • • ••• • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • •• • • •: :: : : ••• • • • • •• ••• •• • • • • •- •. -•- _•_ • _ _•. - - • • • ••• •• - - - � 1/2" STRENGTHENED GLASS °y 1/2 .090 0R A DUPONT E P /SAFE ER Uv1UM -y- G I S TE OUTSIDE ' B� INSIDE ' BITE OUTSIDE © INSIDE © Fl 1/8" ANNEALED OR HEAT - .-- -�-- STRENGTHENED GLASS 3/8" AIR SPACE --•- 1/8" HEAT STRENGTHENED -.1 GLASS ..� 1/8" ANNEALED GLASS 1/8" HEAT STRENGTHENED GLASS 'y .090 INNER LAYER (DUPONT BUTACITE OR 12 13 - 1/8" HEAT STRENGTHENED GLASS SAFLEX /KEEPSAFE MAXIMUM) OR 3@2 '° � I .090 INNER LAYER (DUPONT W /BUTACITE OR -- SAFLEX /KEEPSAFE MAXIMUM) 1/2" GLASS ®9 _ BITE 1/8 ANNEALED GLASS _ N TYP. MOM• - Ica OUTSIDE O GLAZING DETAILS• 5 16" 350 LAMINATED GLA SS 8„ �j 1 L _ INSIDE iv !IIIi) Roved By: F.K. Date: 12/29/03 Revisions: G- REMOVE 11EM 28 GLASS TYPE Roved By: F.K. D 7/ 23/03 Revisions: F -ITEM 17 SCALE 4 , Robert L. Clark, P.E. PE g39712 Structural IF: T Revved By: F.K. e: 4 Revisions: E -ADD 13/16" I.G. Revved 9y: F.K. e : 96 Revisions: D ADD GLASS TYPE ING GLAZ DETAILS: 13/16" ( i.G. Drawn By: D.B. e: 2/ 16/98 INDUSTRIES REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 Description: SECTIONS & GLAZING DETAILS 10 NOKOMS 1.34278 P,0 SOX 1529 NOKOMIS, FL 34274 ntie: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS -71 o Scale: NTS Sheet: o f 3 6 Drawing No. 41 12 Rev: G • • ••• • • • ••• • • ... • • • ... MAX. HEIGHT MAX. FI XED LITE DAYLIGHT OPENING ROUGH OPENING ROUGM • •• . . • • • . . .. . . .. • r 2.710 OPENI1N§ 1• ••• • • • OPENING • • • •• ••• •• • • • • kOZJISH • • --._._ • • • • • • • • • • • ••• •• 2.710 VERTICAL SECTION 500 • • • ••• • • • • • • • • • ••••••• 2.094 1 .500 T MAX. VENT DAYLIGHT OPENING • • • • • ••• 2.784 Rotert L. Clark, P.E. PE #39712 Structural MAX. WIDTH HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTERIOR MAX. DAYUGHT OPENING --I Roved t3y: Date: F.K. 4/4/03 Roved /6/02 Drown By: Date: D. B. 2/16/98 Description: Series/Model: HS -710 .705 Rend By: Date: Revisions: F.K. 12/29/03 G -REMOVE REV 28 GI ASS TW Roved By: Date: Revisions: F.K. 7/23/03 F -NO CHG THIS SHT Revisions: E -ADD 129 -132 Revisions: D -ADD GLASS TYPE SECTIONS & GLAZING DETAILS Title: ALUMINUM HORIZONTAL SLIDING WINDOW Scale: Sheet: NTS 4 a 6 - 2.784 C--- .500 ROUGH OPENING raoDucr mum •2 okda OS.p < 12.0(0 . , . i 1YT•] Drawing No. 4112 Rev: G _ r —y- -, ..-- •• ----• • • • • • • • • • • • ... • • • • ... APPROVED NOTES: • . . 2 x WOOD BUCK 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. /G\ "' "' "' (SEE NOTE 3.) ° ° • • • • • 400 • • • • 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 APPROVED a ' , .. '.' . .. . WOOD BUCK ;: . 1 1/4" MIN. (SEE NOTE 4.) • ' • °1• •• • , a 1 •. ° • • 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED s ' ' '= —. � SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 1 1/4" MIN. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. •' . �.�.. j 1 /4" MAX. - / 4" MAX. SHIM A 3/16" TAPCON SHIM MAX. SHIM 1/4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. 1/4" #12 WOOD SCREW a .. ;• . 1 . • -- (SEE NOTE 1) TYPICAL HEAD SECTION TYPICAL HAD SECTION I trJ r6"ratit #12 WO OD SCREW & I ' 00 ANCHORING SUBSTRATE ANCHORING WOOD � tT artf:� . �i �it itrilllt�F @i@Tl A3/' 6" TAPCON IIJ1i' ... ...•., e .. A • • Z\ #12 WOOD SCREW /16" TAPCON (SEE NOTE 1) APPROVED APPROVED WOOD BUCK 2x WOOD BUCK (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMS SECTION . (SEE NOTE 1) SUBSTRATE ANCHORING WOOD ANCHORING 1/4" MAX. 1/4" MAX. SHIM PRODUCT REMO — • - • • 2.042 SHIM �' "�� G r ii:Avl iF. 1. �- ", a.. ' 1 1/4" MIN. a /_' .. _-= "� "" " :'.-° Dh Revsd By: F.K. Data: 12 29/03 Revisions: G-ClfG 3/16 TAAiOY 4 SCR • • �. - evad By: F.K. Da • 7 23/03 Revisions: F— REMOVE 3/16 TAPCONS . '�iY • • • .:• ° • 1 1 /4 MIN. ° .. m ' =. r ° ; , a . ° • :. e° ' .. , ° Q t .• d A ° a ,; ' (//6 ( Robert L. Claris, PE. PE #39712 Structural INDUSTRIES Revsd F.K. dot 44/03 Revisions: E —NO CHG THIS SHT , ' • ' ° APPROVED ROVdd F.K. Dot 96/02 Revisions: MO 8 6 NOTES 3 &4 2x WOOD SUCK (SEE NOTE 3.) TYPICAL SILL SECTION TYPICAL SILL SECTION Drown ey D.B. e: 2 16/98 Description: ANCHORAGE SUBSTRATE ANCHORING WOOD ANCHORING 1070 OMISrFL P.O. BOX 1529 NOKOMIS, FL 34274 ALUM/NUM HORIZONTAL SLIDING WINDOW Series /Model: HS -710 Seale: NTS Sheet: 5 er 6 Drawing No. 4112 Rev: • G .. . . . .. • • • • • • • • • • • ... • • • • ••• • • • • • •• .. • .. • . .. . .... .062 --B I-0-- .705 .. • • ... .... • • • .... • • Liq 1.349 — 2.784 - .062 ** • ..' :1:187 :�: — if- 1.291 .062 1.970 — �---_® 1.40 3 1.081 --� �—�— --...-1 ®FLANGE 6063 —T5 ®SASH ® SASH SIDE RAIL MEETING RAIL —T54 ALUM. 6063 —T5 ALUM. .062 --"-ik -- .737 ® FIXED MEETING RAIL 6063HS FRAME JAMB 6063HS —T54 ALUM. ALUM. 1.057 l � .062 F 1.373 2.094 j --I_ .062 I.- _ .723 1.273 1.122 .678 -- k I .050 .688 ® 5/16" GLAZING BEAD ® WIND LOAD ADAPTER 6063 —T5 ALUM. 6063 —T5 ALUM. ®FLANGE 2.710 FRAME 6063 —T5 °s-1 HEAD ALUM. FLANGE ar 1.097 #401.121111109 2.710 --•-] FRAME SILL 6063 —T5 ALUM. ft* - k. • , 1.18 7 .062 1 L_ �° - .683 a ! • 1.,,fif. 1.183 i 2.074 1.349 .050 1 @13/16" GLAZING BEAD Revsd F. K. 2/ 29/03 F O C HG MIS SHT 6063 —T5 ALUM. Reed 8y: F.K. Dare; 23/03 Revisions: F—NO CHG THIS SW .062 Cl SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. SILL ADAPTER ®FRAME 6063 —T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 ' Raved By F.K Date: 4 te: Revisions: E A 13/16" BEAD Raved � : �F.K. D 9 R n D - CHG THIS SHT D r F.K. 11/2/01 IN TRIES Descrf tron: EXTRUSION PROFILES � (6 Robert L. Clark, P.E. PE #39712 Structural 1070 NOKOMS, FL P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: HS -710 Score: NTS Sheet: 6 of 6 Drawing No. 41 12 Rev: G