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WS-19-249Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: W"2.19-249 1 Permit Type: Wfiridows/Shutters I;D if Iflh csr �Iassif%otfon: Window/Door Replacement Issue Bate: Location Address Parcel Number 381 NE 98TH ST, Miami Shores, FL 33138 1132060135650 Contacts Permit Status: Approved Expiration: 08/05/2019 MARCENE SCHAFER Owner THE HOME DEPOT Contractor 1399 NE 104 ST, MIAMI SHORES, FL 331382661 ROBERTO SANCHEZ 2455 PACES FERRY RD C-11 HSC, ATLANTA, GA 30339 Mobile: 9543956426 mati_morales@homedepot.com Description: 2 IMPACT WINDOW REPLACEMENT Valuation: $ 2,910.40 Inspection Requests: 305-762-4949 Total Scl Feet: 0.00 Fees Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $120.00 Total: $138.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $138.40 Check # 17888 02/05/2019 $138.40 Amount Due: $0.00 In con tion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pe ening th reto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In a cepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are r quired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin o ction and zoning. Futhermore, I authorize the above named contractor to do the work stated. �O 0 00- — 40 2 Aut rized Si ature: Owner / Applicant / Contractor / Agent Date February 05, 2L9 Page 2 of 2 Miami Shores Village Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 0 5 2019 Tel: (305) 04 Fax: (305) 756-8972 INSPECTION LINEE PHONE NUMBER: (305) 762-4949 FBC201-- , BUILDING Master Permit No. V -S ZtA PERMIT APPLICATION Sub Permit No. 4BUILDING F-1 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ? 1 bt aP) vj City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ww(w SCM-4ef - Phone#: Address: %, I W, Qb t't 1 City: t Oni t a(b State: Zip: S -5L 65. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 24m City: 'f Qualifier Name: -m C- ll mc CrA Zip: bO'36a hone#: State Certification or Registration -1&;aq,a Certificate of Competency #: DESIGNER: Architect/Engineer: Add Phone#: _ City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace Description of Work: - "T— r - Specify color of color thru tile:. Submittal Fee $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $ _ DBPR $. Notary $, Double Fee $ Bond $ TOTAL FEE NOW DUE $ t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Y1 I(a Mortgage Lender's Address City State Zip a Y - 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �+ Signature`' C1 OWNER or AGENT The foregoing instrument was acknowledged before me this FE L' V. " day of V 20 � � by /Z9A,ti}4-c 5 -ijo )lam) �!, who is personally known to me or who has produced G 1'�' e—, as identification and who did take an oath. NOTARY PUBLIC: Signature rw�,4a CONTRACTOR The foregoing instrument was acknowledged before me this k,6day,of 20 �J by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ,,�;RyP�' , /CARRY BUtFF9548 TT g Sign _ . . Notary u is - f Florida Print: ' t *'= Commission # Prin' My Comm. Expires Dec 28, 2019 Seal: °"°� Fire"' Bonded through National Notary Assn. Seal t1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowle gement: /� Qualifier/Owner Signature Date Print Name 2/5/2019 Property Search Application - Miami -Dade Countv OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-5650 Property Address: 381 NE 98 ST $258,854 Miami Shores, FL 33138-2409 Building Value $136,947 MARCENE SCHAFER LE Owner REM LILLIAN HAYWOOD TRS $31,198 REM MARCENESCHAFER Market Value $426,730 REVOCABLE TR Mailing Address 381 NE 98 ST $320,231 MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY- 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE Exemption Value FAMILY: 1 UNIT Beds / Baths / Half 3/11/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,962 Sq. Ft Lot Size 8,625 Sq. Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $258,854 $258,854 $215,711 Building Value $136,947 $136,973 $136,999 XF Value $30,929 $31,198 $31,468 Market Value $426,730 $427,025 $384,178 Assessed Value $326,955 $320,231 $313,645 Benefits Information Previous 2018 Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $99,775 $106,794 $70,533 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description I MIAMI SHORES SEC 1 AMD PB 10-70 LOT 22 & W25FT LOT 23 BLK 41 LOT SIZE 75.000 X 115 OR 19653-4946 05 2001 1 COC 22647-4430 08 2004 1 Generated On : 2/5/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value 1 $276,955 $270,231 $263,645 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $301,955 $295,231 $288,645 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $276,955 $270,231 $263,645 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $276,955 $270,231 $263,645 Sales Information Previous OR Sale Price Book- Qualification Description j Page 08/24/2017 $100 30673- Corrective, tax or QCD; min consideration 4548 08/01/2004 $415,000 22647 Sales which are qualified 4430 05/01/2001 $280,000 19653- Sales which are qualified 4946 02/01/2000 $0 18981- Sales which are disqualified as a result of 3753 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version JOB# 10866832 WINDOW AND DOOR INFORMATION SHEET Name SCHAFER Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 18-0430.05 PW 79.8 79.8 48.6 52.8 40 80 NO NO 2 5 18-0430.06 SH 65 80 48.6 65.1 37 37 NO NO 0:0 see 000 • •• • • • • • • • • •000 IPNU3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 1 OF 2 0:0 see 000 • •• • • • • • • • • •000 000 000 1 OF 2 N W w O 2 Q H tq ^ c CD W W LL z= �U co M N N Q m 4S IR-24q -.t PERMIT T7 • Miarni -- _ Shares Village APPROVED BY DATE ZONING DEPT BLDG DEPT r' SUBJECT O CGNIPUANCE WI FH ALL. FEDERAL STATE ANL) Cr IjN i Y HI LAS AND REGULATIONS z z z j w T - RECEIVED FEB 0 5 2019 FLORIDA BUILDING CODE 2017 -6th Ed. -ASCE/SEI 7-10 -WIND LOAD TABLES - 170,175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 1 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative Negative z4 dr z5 z4 z5 z4 6t z5 z4 z5 0-15 1 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 1 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE I BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 1 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positivel Negative 0-15 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 1 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 1 51.6 1 56.0 1 69.1 51-60 1 49.1 53.2 65.4 1 53.6 1 58.2 1 71.8 LOCATION EXAMPLE I MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive z4 & z5 z4 z5 z4 61 z5 z4 se • a5 0-15 42.0 45.5 56.0• 45!9 49.8- -61-A 16-20 44.2 47.8 58.9 • -148.2 52.3' N,6 21-30 47.4 51.3 63.1 V-? 1 56.1 V9.3 31-40 49.8 54.0 66.4 59.0 2.8 41-50 51.8 56.1 69.0• 6.i 61 7 51-60 53.4 1 57.8 71.2 58.4 63. 8.2 LOCATION EXAMPLE BROWARD COUNTY, PA.M.BMCH AND OTHER COUNTIES • • • WIND PRESSURES IN PSF • • •: • 175 MPH VELOCITY aiEXP05URE'D Building Roof Slope less than Height 10 degrees Roof Slope9:%q*-r than 10 degrees Positive Negative Positive Negative z4 5 z5 z4 z5 z4 5 z5 z4 z5 0-15� 44.5 48.2 59.3 x48.6 52.8 65.11 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 j 61.9 1 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) ���•�����- 10- DIRECTIONALITY FACTOR Kd =.85 (Wind Directionality Factor) ••••i•• C F 1% 12 TRIBUTARY AREA: 10 SOP •• �C /t/' •- 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the •••• Q •• /vV� •o Mean roof height, but not less than the larger of 4°k of the least horizontal dimension or 3 ft. ♦• � ,.•''�� C •ir N•••• / PPMF Inc CA 32459 950 N. Pine Island Road #915 Plantation - Florida 33324 E-mail: PPMF@AOL.com a<=BWx0.1 ora <=hx0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW No. 52609 �•` STATE F „ .•'' • ♦ •'••.S�ONAI�Ee;•• • DATE: 09/17/2018 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL 9/17/2018 MIAMI-QADE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtT,2 economy PGT Industries, Inc. •. 1070 Technology Drive • • • • North Venice, FL 34275 •••;•• •••• ••••�• SCOPE: •••••• • :....: This NOA is being issued under the applicable rules and regulations governing Ag.t1se of •cton� �truction • • • materials. The documentation submitted has been reviewed and accepted by Mia"*Qade Couuly MR ; • Product Control Section to be used in Miami Dade County and other areas where.alf(Aved by the:Authority.... • • Having Jurisdiction (AHJ). ; • • ; • .' This NOA shall not be valid after the expiration date stated below. The Miami-Dad2 County Prg4ti(;t..�ontroi • • • : • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.Coulity) reserve the right... to have this product or material tested for quality assurance purposes. If this prouuct or maierill'fails td • perform in the accepted manner, the manufacturer will incur the expense of such testing and the MIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hiat Velocity Hurricane Zone. - DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's ,name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �NOA No. 18-0430.05 Expiration Date: a ruary , Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS • • • • . 0000 0000.. 1. Manufacturer's die drawings and sections. • (Submitted under NOA No. 08-1112.09) • 2. Drawing No. MD -720-820.1, titled "Fixed Window Installatioa4widelines",.sheets j through 11 of 11, dated 04/12/13, with revision C dated09610f/17, prepared by 000: manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0000 0000 .0000 0000.. 0000 00009 B. TESTS • 0000.. 0 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per MC, TAS 202-94 *0000 0 00000. 2) Large Missile Impact Test per FBC, TAS 201-94. : • • ..: 3) Cyclic Wind Pressure Loading per FBC, TAS•203-94 :.". • along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z, f.E. Product Control aqiner NOA No. 181-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FVG fib Edition (2014) and FBC 61h Edition (2017), dated 09/15/17, psteparw by "•• manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • .0.060 0 .. 2. Glazing complies with ASTM E1300-09 660:96 D. QUALITY ASSURANCE 0000 6060 0 6666 6666 1. Miami -Dade Department of Regulatory and Economic Resour ;.*s•..�.MR). ,0000 09 0000.. 0 E. MATERIAL CERTIFICATIONS • 0000. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Am*ica; Inc. for their. "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0109/d7, expiring on 07/08/19. 0009 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , E. Product Control E a I NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 0000.. 660060 0000.. 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51 Edition (2014) and FBC Atk•Fdition (2017), dated 08/29/17, issued by manufacturer, signed and s;gLee ty Anthony Lynri Miller P.E. • 2. Statement letter of no fmancial interest, dated 06/09/17, i9suA •by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 00000"0000* 00000. • 3. Proposal No. 16-1372B issued by the Product Control Section •d'aled 11/OI/1$' signed': i..... 0000. b Manuel Perez RE • y 0000 0000 0000.. 4. Proposal No. 16-0125 issued by the Product Control Section, deA04- Q3/09/16, signed . • by Ishaq Chanda, P.E. • • • • • .000.0 5. Laboratory compliance letter for Test Report No. FTL-7212; dated 03/2'1/13 signed.... and sealed by Marlin D. Brinson, P.E.• 0000 (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW - 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere . Product Control Exknjifier NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 • • • • 2) Uniform Static Air Pressure Test, Loading p,-F;F$C, TA9*M' -94 3) Water Resistance Test, per FBC, TAS 202-94.... 4) Large Missile Impact Test per FBC, TAS 24144 • 5) Cyclic Wind Pressure Loading per FBC, TA5 2(%-94 , • • • • 0 0• 6) Forced Entry Test, per FBC 2411.3.2.1, and 'rV 202-9,t • •. 11and ��T'L97.1������ 7) Drop Load Test, per CPCS 16 CFR 1201 (Gar111 (400 foot-pound impact) • • •. •. 0• along with marked -up drawings and installation diagram of a series #W76fPjr$y7720009:0 aluminum fixed window, prepared by Fenestration Testing Lalora&y, In6., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis C rjja* OP.E.91 ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez .E roduct Control Exakligo NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH E, G THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE 12 O.C. HIGH VELOCITY HURRICANE ZONE (HVHZ). y 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE MAX. DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 1 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 0 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY 2-5 MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS a)o4 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 2-5 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER _ ANCHOR TYPE. 6 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET( INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X / ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE. / WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF - 10 THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. o O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6 DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT PARTS LIST...................................10 NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF T INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. Z 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY i OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" IMPOSED ON THEM BY THE WINDOW. MAX. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 1 B-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIlAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. I CODES I STANDARDS USED: 7 FLORIDA BUILDING CODE (FOC), 6TH EDITION X201•ASTM �1_TM,1300-09 HANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 .AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI 297.1 WHEN USING GLASS TYPES 6 OR 8. DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH 48" BUCK WIDTH 45-1/4" VISIBLE 45-1/4" VISIBLE �1 LIGHT WIDTH J LIGHT WIDTH) I B, SHEET 6 - I 6-112" MAX. rr—D, SHEET 7 - I I 6" MAX. - I A 96.. C I C E, SHEET BUCK SHEET7 G, SHEET9 HEIGHT BUCK —f------- r------- HEIGHT f 93-1/4" I / VISIBLE 12" MAX j / 93-1/4" LIGHT O.C. VISIBLE HEIGHT 97 j LIGHT HEIGHT TIP -TO TIP I 5" MAX. jHEIGHT j O.C. `-13 12" MAX. O.C. 6,. J �p �j f� 12" MAX. O.0 MAX. . TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME 2" MAX. ELEVATION ELEVATION FIGURE 1: GUIDE TO SHEETS E, G 2 12 O.C. GENERAL NOTES ........................ 1 MAX. ELEVATIONS ............................... 1 LIGHT 0 GLAZING DETAILS ....................... 2-5 a)o4 DESIGN PRESSURES. ._ 2-5 12" O.C. N h INSTALLATION, FLANGE ............. 6 MAX. / INSTALLATION, EQUAL -LEG....... INSTALLATION, INT. FIN A...........8 7 / INSTALLATION, INT. FIN B_..,......9 / CORNER ASSEMBLY.. ............... - 10 Z o EXTRUSION PROFILES ................ 10 6 PARTS LIST...................................10 g J MAX. W O � T J W Description -.090, PVB - 3/16" "SG" = "KURARAY SENTRYGLAS- INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH 45-1/4"VISIBLE LIGHT WIDTH JI H SHEET9 12 MAX j E, G 2 o N VISIBLE - O o o LIGHT 0 HEIGHT a)o4 O N Z O m J 9� 9f j N h BU Z LU TH u oil HEIG = ®� W O CK HT F, H 5" MAX. O.C. TYP. FIN FRAME FI FVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH I'— WIDTH �{ (—WIDTH �I I— WIDTH �{ -fir---- --� T ----, T� � T�— --, T � � r jj 01 1W �W �v W 1 1 l<_ � 1L_ _� WIDTH ^{ I+ WIDTH —I I— WIDTH F-- WIDTH --{ r — -1Oe w 9 • .14 • • u�i • ••• •( 1 L— —J• I�WIDTH WIDTH If WIDTH +{ WIDTH mill • 1 TA,-• • JR - 03/16/18 - UPDATED VALUES AND SIZES FOR o GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. W z M 2 o N - O o o 0 a)o4 O N Z O m J 9� rn W K N h O J O aF Z LL c U Z LU TH u oil ❑ = ®� W O r Z V S2 a oN SMO O W s Z Z o o Z rn $ O O g J Q W W O � Q J W ® Z 3 to 0Z O O z -I aioog O ZQ � Q O w U X W n e5- ML alJ�l 0 sap Q. s uas LYN * No. 58705 ST TE F :' (V4u140 �� "III IE 1�. . A. LYNN MILLER, P.E. P E # 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • 1)1Ir- IU- I Ir UIMtNWVNJ SHIJVV I -VK IN I tbKAL r IN ANU CVUAL Lco ININUUvva, ouolI-I 11n 1-1 I'M nr-IU-I it Umlcrvovly n.I THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ••• • • ••• Window Design Pressure (+l-, psf) for Glass Type 1 r U Zw Lr N a� O Long Side, Ti b Ti in po u LL Z 9 65-718 73 611-7/8 73 77 81 85 B9 93 97 101 105 110-1/2 +/-80 31 +/-80 +/-80 +1.80 +1-80 /_80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 33 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 35 +/-B0 +/-80 +/-80 +/-80 +/-80 +/_8D +/$0 +/-80 +1-80 +/-79.8 +/-79.4 +/-80 37 +/-80 +/-80 +1-80 +/-80 +/-50 +/-80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 +1-80 39 +1-80 +/-80 +/-80 +/-80 +/-80 +1-78.1 +/-75.2 +/.72.5 +/.70.3 +/-68.5 +/-66.3 +/-80 41 +1-80 +/-80 +/-80 +1-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +1-63.4 +/-61.6 +/-80 +/-80 +780 +/-80 +1-80 +1-77.4 +/-74.3 +1-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 F 45 +/-80 H-80 +/-78.9 +1-75.4 +/-72.1 +/-68.9 +1-65.6 +/-622 +/-59.7 +1-57.5 47 ° 47 +/-80 +/-BO +/47.2 */-73.6 +/-70.1 +/-66.8 +/-63.5 +/-603 +/-57.7 F 49 In 49 +/-80 +/-79.3 +1-75.6 +/-71.9 +/-68.3 +1-64.9 +!-61.5 +/-582 51 +/-80 51 +1-80 +/-77.5 +/-74.1 H-70.3 +/-66.7 +1-63.1 +/-59.7 in 53 4 m 53 +/-79.1 +1-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5 55 +/-80 55 +/-77.4 +/-73.8 +/-70.5 +1-67.3 +1-63.5 57 �t rn 57 +/-75.8 +/-72 +/-68.6 +/-65.3 w 59 +/-80 59 +1-742 +/-70.3 +1-66.8 61 +/-80 61 +/-72.7 +/-68.7 +/-65 63 +/-80 63 +/-71.2 +1-67.1 65 +/-78.8 85 H-69.7 +1-65.5 67 +/-77.2 68-7/8 +/-749 68-718 1 +/-67 1)1Ir- IU- I Ir UIMtNWVNJ SHIJVV I -VK IN I tbKAL r IN ANU CVUAL Lco ININUUvva, ouolI-I 11n 1-1 I'M nr-IU-I it Umlcrvovly n.I THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1) TIP -IU - I IP UIMLNJIUN5 5HUWN. rUK IN I tIiKAL NN ANU tUUAL LMU ININUU-, JVOI KAU I I rKUm l nt nr-I V I Ir UImcn..IUn Iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED I� GLASS STACK 3116" ANNEALED GLASS EXTERIOR a LASS TYPE 1 PVBINTERLAYER 5" HEAT STRENGTHENED GLASS J_ 518 F~ LONG SIDE GLASS BITE T f SHORT 3V SIDE + T Imo- LONG SIDE -+I 1 SHORT / SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM GLASS STACK GLA LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 7/16"AIR SPACE.090"PVg SHORT (-- INTERLAYER SIDE 1` 17 5 5/8" GLASS BITE 1 3 LONG SIDE EXTERIOR a psi 21 13 GLASS TYPE 3 ••• ••• • • • • SHORT I-- • Is • • • • • • SIDE • •• • • • • ••• • •• ••• •• • • • ••• ••• ••• • • ••• Window Design Pressure (+/-, psf) for Glass Type 3 r U Zw Lr N a� O Long Side, Ti to Ti (in) ' po u LL Z 9 65-718 73 77 81 1 85 89 93 97 101 105 110-1/2 r 31 +/-80 +l-80 +l-80 +/-80 +/-80 /-80 +/-80 +/-80 +/-80 +/-80 +/-80 Lu 33 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 d I° s 35 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-Bo 37 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-76.7 +/-73.5 +/-70.9 +/-69 _ 43 +/-80 +/-80 H-80 +1-80 +1-80 +/-80 +/-77 +/-73.1 +/-69.6 +/-66.9 +/-65.2 F 45 +1-80 +/-80 +1-80 +/-80 H-80 +1-77.8 +1-74.1 +/-70.3 +/-67.5 +1-63.9 S 47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +1-75.4 +1-71.7 +/-68.1 1 +/-65.1 F 49 +/-80 +/-80 +1-80 +/-80 +1-77.2 +/-73.3 +1-69.5 +/-65.8 51 +/-80 +/-80 +1-80 +1-79.4 +/-75.3 +/-71.3 +/-67.5 in 53 +1-80 +/-80 +1$0 +1-77.7 +/-73.5 +/-69.5 55 +/-80 +/-80 +/-79.6 +/-76 N-71.8 57 +/-80 +/-80 +/-77.5 +/-73.8 w 59 +/-80 +/-79.4 +/-75.4 61 +/-80 +/-77.6 +1-73.5 63 +/-80 +/-75.8 65 +/-78.8 +/-74 67 +/-77.2 68-7/8 +/-749 1) TIP -IU - I IP UIMLNJIUN5 5HUWN. rUK IN I tIiKAL NN ANU tUUAL LMU ININUU-, JVOI KAU I I rKUm l nt nr-I V I Ir UImcn..IUn Iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED I� GLASS STACK 3116" ANNEALED GLASS EXTERIOR a LASS TYPE 1 PVBINTERLAYER 5" HEAT STRENGTHENED GLASS J_ 518 F~ LONG SIDE GLASS BITE T f SHORT 3V SIDE + T Imo- LONG SIDE -+I 1 SHORT / SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM GLASS STACK GLA LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 7/16"AIR SPACE.090"PVg SHORT (-- INTERLAYER SIDE 1` 17 5 5/8" GLASS BITE 1 3 LONG SIDE EXTERIOR a psi 21 13 GLASS TYPE 3 ••• ••• • • • • SHORT I-- • Is • • • • • • SIDE • •• • • • • ••• • •• ••• •• • • • ••• ••• ••• • • ••• • r U Zw Lr N a� O ' po u LL Z 9 ❑ xsp U ®� LU ❑ U o co a °N w 0 i i • • • • • • • • • • • • ••• • • • ••• • LU z - a Y ❑ 7°b w ❑ h p r U Zw Lr N a� O ' po u LL Z 9 ❑ xsp U ®� LU ❑ U o co a °N w 0 i i 1, z r 9Mn O a Z m p O N U J Q LU _jO LTJ H 0 N ® rn cn z Lu a 4s x � N H F O w Z 'a ❑ z CC 0- d I° s Oa o z Ir U ❑ W 2 r X W LL °urt ❑ � sap a s ua5 ` NY LYNN No.58705 *� STI i CCSS ... .. �C) � ' 7,� QNAL 1E \\`` A. LYNN MILLER, RE P.E.# 58705 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-V16" NOM. TABLE DIMENSIONS MAY BE 7116" LAMINATED GLASS STACK 7/16" LAMINATED ORIENTED VERTICALLY ORN I� GLASS STACK I - GLASS STACK HORIZONTALLY AS SHOWN. 3116" HEAT STRENGTHENED GLASS LONG 090" PVH INTERLAYER 3/18" TEMPERED GLASS SIDE 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS I� LONG SIDE 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER T q 11 1 11 SHORT 1jl SIDE I L 5/8" 5 L 516" J_ SHORT I I GLASS BITE I GLASS BITE EXTERIOR EXTERIOR �+— LONG SIDE —� } pp ,3 a GLASS TYPE 2 GLASS TYPE 4 SHORT LONGSIDE / • • �/• • SIDE • • • • 00 000 00 0 SHORT I' SIDE L— • • • so. ••• • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISFD a: complyi� wits iLle Florida Uuildin;� Cudc .l.ceptaoce No 1 Li ��l . �'1vH�!lle i)41C �� C�Y1 NO CHANGES THIS SHEET. U.1 i . V Y In ❑ j w N > Window Design Pressure (+/., psf) for Glass Types 2 & 4 CON i N a� 0-' n r QJ C3 n y Z LL i Z J Ka mo 0 Long Side, Tip to Ti in = o 0 6 U d a W ❑ ~ W ¢ CO 68.718 1 73 77 81 85 89 93 97 101 1 105 110-1/2 1 113 117 1 121 125 129 1 133 137 1 141 145 w 2 31 +/-80 +/-80 +/-80 +/-80 +/-BO +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 o 33 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-B0 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +1.80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 37 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-60 0-80 +1-80 39 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 41 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 - 43 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-BO +1-80 +/-80 +/-80 n ti 45 1 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 47 +1-80 +480 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 F°' 49 +l-80 +/-BO +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 51 +1-80 0-80 +/-80 +/-80 +/.80 +/-80 +1-80 � N 53 0-80 +1.80 +1.80 +/-80 +/-80 +1-79.1 55 +1-80 +1-80 +/-60 +/-80 +1-78.6 57 +/-80 +1-80 +/-80 +/-79.1 rn 59 +/-80 +/-80 +/-80 61 +1-80 +/-80 +/-79.3 63 +480 +1-80 SS +1-80 +/-80 67 +/-80 68718 +1-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-V16" NOM. TABLE DIMENSIONS MAY BE 7116" LAMINATED GLASS STACK 7/16" LAMINATED ORIENTED VERTICALLY ORN I� GLASS STACK I - GLASS STACK HORIZONTALLY AS SHOWN. 3116" HEAT STRENGTHENED GLASS LONG 090" PVH INTERLAYER 3/18" TEMPERED GLASS SIDE 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS I� LONG SIDE 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER T q 11 1 11 SHORT 1jl SIDE I L 5/8" 5 L 516" J_ SHORT I I GLASS BITE I GLASS BITE EXTERIOR EXTERIOR �+— LONG SIDE —� } pp ,3 a GLASS TYPE 2 GLASS TYPE 4 SHORT LONGSIDE / • • �/• • SIDE • • • • 00 000 00 0 SHORT I' SIDE L— • • • so. ••• • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISFD a: complyi� wits iLle Florida Uuildin;� Cudc .l.ceptaoce No 1 Li ��l . �'1vH�!lle i)41C �� C�Y1 NO CHANGES THIS SHEET. U.1 i . V Y In ❑ j w N > ❑ No N CON i N a� 0-' n r QJ C3 n y Z LL i Z J Ka mo 0 r2 = o 0 6 U d a W ❑ ~ W ¢ CO ON JM0 o d o Z 0 LD 3 J a W Q r o M ® U) Z w 2 lams ❑ U) U) I - (D Z ¢ O ❑ z x n• Z o W ❑ C7 w v LU W LL ❑ a `111111111 ///� �AL CENS, * No.58705ilf Z. ' T OF F 4U C A(V SS'ONAL ANG �,, ��� 11111 A. LYtf I MILLER• P E. P.E.# 58705 TABLES. TART E 6' Window Design Pressure (+/-, psf) for Glass Type 5 Y V% O HORIZONTALLY AS SHOWN. 1-1/16"NOM. GLASS STACK ■��©Window p GLASS STACK U' N zN i LoN Side, Ti b Ti0 3/16" ANNEALED GLASS �00000��0� JO o a N LL ~ 3/16" ANNEALED GLASS 7/16" LAMINATED 7/16" AIR SPACE .090" SG INTERLAYER SHORT 88.778 73 77 78-3!4 81 1 85 89 93 97 101 1 105 109 110-1/2 GLASS STACK 5 37 +90l-130 +90/_127.5 •90/-123.5 +901-121.7 +90/-119.8 •90/.118.5 +901-113.5 +901011 +90/-108.5 +901-108.3 +90/.104.5 +90/-104.5 +901-104.5 GLASS BITE o Z o $ O 1n 11111TIEF m. 39 +90/-128.1 +901-120 +90/-114.5 +WA12.9 +901011 +90/0107.5 +901.104.5 +901-101.7 +90/-99.5 +901-97.7 +901-96.1 +901-94.6 +901-94.1 EXTERIOR m� -090" SG INTERLAYER 7s7 21 13 41 +90/-120.1 +90/-113.5 +90/-107.3 +901-105.2 +901-103 +90/-100.5 +901-97.8 +90/-94.9 +901-92 +1-89.6 +/-88 +7-86.5 +/-86 ••SHORT I-- 0 3/16" ANNEALED GLASS SIDE I- 43 +90/-114.4 +901-107.5 +90/-102.5 +901-100.7 +90/-98.6 +901-95.2 +90/-92.2 +/.89.1 +/-85.8 +1.83 +/-81.4 +/-80 4 H -90.1 Ix 3/16"ANNEALED GLASS ••• (- Z 45 +90/-108.7 +901-102.5 +901-98.8 +901-97.1 +901-919 +901.91 +1-87.3 +1-84.1 +1-81.7 +1-79.7 +1-77.8 +/-76.1 +/-75.8 LL a,l-/ � Q- 47 +90/-104.4 +901-99.8 +901.95.7 +901-93.8 +801-91 8 +/-87.5 H-83 fi +/-81 +l-78.9 +1-76.1 +1-74.7 +1-72.7 +1-72 49 +90/-101_1 +901-97 +90/-92.8 -901-90.9 •/-86.5 +1-84.3 +1-81.2 +/-78.5 +1-76.1 +/-73.9 +/-71 .7 +18 -69 +/.689 4 11 51 .2 -85.7 +/-82 +/79.1 +/-78.3 +/-73.8 +90/-98.1 •901-94.1 +901-90.1 +1-88 +1 +/-71.2 +/.88.9 +1-86.8 +1-85.9 53 -77 -74.1 +/-71.3 +90/-95.3 +90/-91.1 +/-87.4 +/-85.8 +/-83.3 •/.gp +1 H +/.68.7 +/-66.3 +1-64 +1-63.2 F 55 +901-92.5 +1-88.2 +1-84.3 +/-82.9 +/-81.4 +/-78.1 +1-74.9 +/-719 +/-891 +1-86.4 +/-63.9 +1-81.8 +/-612 5/8" 57 +/.89.8 +1-85.3 +1-81.6 +1-80.6 +/.79 +/-76.2 +1-73 +/-69.9 +/-66.9 +/-84.1 +1-81.9 +/-80.1 GLASS BITE F~ LONG SIDE v_ 59 +/-87.1 +1-82 .8 +/-79.7 +/-784 +/-76.8 +1-74+/-71,1 +/-67.9 +1-64.8 +1-62.2 +/-60.3 C 61 60 .2 +/-74.6 +/-71.7 -89 +/-65 .9 +/-828 +1-84.6 +1-.8 +/-77.8 +/-76 +1 +/-60.8 1-2 T 1 g 63 +/-82,5 +/.78.9 +1.74.6 +/-73.2 +1-714 +/-68.4 +/-65.5 +/$2.8 +/-80.9 55 67 +/-80.7 +1-77 N-73.6 +1-72.2 +/-70.4 +1-67.3 +/-64.4 */-62 H-79 +/-75.3 +1-71.7 +/-70.2 +/.88.4 +/-85.2 +/.82.4 EXTERIOR SHORT SIDE 68-7!8 +/-77.3 +1-73.6 +/-70 +1-68.5 +/-66.6 +/-63.3 H-81.1 20 13 73 +f-73.8 +1-70.2 +1-16.5 +/-84.6 +/-82.9 +/-60.5 77 +0170 +1-655 +/-63.2 +/-61.9 GLASS TYPE 5 78-34 +/-69.5 +/-64.8 +/-61.9 +/-60.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE LONG SIDE -� TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T�- 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. SHORT SIDE TABLE DIMENSIONS MAY BE TART E 6' 1) TIP -TO -TIP DIMENSIONS SHOWN. FOK IN 1 EGKAL h IN AND tLIUAL LtU W INUUW J, JUC i r- I I _ - i nc I ir- 1- I m ulelcni-ni Iry 1 nc TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Design Pressure psfj for Glass Type 7 Y V% O HORIZONTALLY AS SHOWN. 1-1/16"NOM. GLASS STACK ■��©Window p GLASS STACK U' N zN 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS �00000��0� JO o a N LL ~ 3/16" ANNEALED GLASS a 7/16" AIR SPACE .090" SG INTERLAYER SHORT w0 SIDE „ °N `JMQ 5 > > Z GLASS BITE o Z o $ O 1n 11111TIEF m. 1-2 F- J SIDE EXTERIOR m� �mr-RAIM 7s7 21 13 GLASS TYPE 7 Z LU d' ••• • • • • ••SHORT I-- 0 ••• • • • • • • SIDE I- • • Z • •• • • • • ••• • • Ix • • • • • • • •• ••• •• • • • ••• (- Z 04 w L) LU Xw C= 04 r LL a,l-/ � Q- 1) TIP -TO -TIP DIMENSIONS SHOWN. FOK IN 1 EGKAL h IN AND tLIUAL LtU W INUUW J, JUC i r- I I _ - i nc I ir- 1- I m ulelcni-ni Iry 1 nc TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ••• ••• • • ••• i • ••• • • • • �•• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • is • • • • • • • 000 0 0 • ••• 0 is W i 7 � ORIENTED VERTICALLY OR Y V% O HORIZONTALLY AS SHOWN. 1-1/16"NOM. GLASS STACK I I 7/16" LAMINATED p GLASS STACK U' N zN 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS n JO o a N LL ~ 3/16" ANNEALED GLASS a 7/16" AIR SPACE .090" SG INTERLAYER SHORT w0 SIDE „ °N `JMQ 5 > > Z GLASS BITE o Z o $ O 1n LONG 1-2 F- J SIDE EXTERIOR 7s7 21 13 GLASS TYPE 7 Z LU d' ••• • • • • ••SHORT I-- 0 ••• • • • • • • SIDE I- • • Z • •• • • • • ••• • • Ix • • • • • • • •• ••• •• • • • ••• ••• ••• • • ••• i • ••• • • • • �•• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • is • • • • • • • 000 0 0 • ••• 0 is W i 7 � V N Y V% O 0 nay p Qo U' N zN U m n JO o a N LL ~ Z_ a 0 Z CD 2 UUo ®� J W O w0 LU F W < 5 °N `JMQ on > > Z o o Z o $ O 1n F- J W m o C Q F m ® Z LU d' 1774, N 0 N (J) Z a U Z Ix p (- Z 04 w L) LU Xw C= 04 r LL a,l-/ � Q- \\`111111111777/ ` NV LYN/y _ * No. 587055y S .. G. 'NV L e� ` /A7LYNIJ11iIILLER, P.E. P.E.# 58705 1) 1I1`-1 U -I IP DIMENSIUNS SHUWN. FUK IN I tUKAL YIN ANU tUUAL Ltli WINUUWJ, JUD I KAU I l-' FKUM IAL I IY-I U-1IY UIMCrvJIVry Iry 1 K. IAISIC I V UC I CKMIrvC IAC YVIry UVYY JIGC. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7/16" LAMINATED IGLASS STACK �J 7/16" LAMINATED GLASS STACK I GLASS STACK .090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3116" HEAT 3116' HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER 4 11 � 11 5 518" 518" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT / 11 SIDE It SHORT I— SIDE f I— LONG SIDE I SHORT LONG SIDE • • • • �• • SIDE •• ••• •• • • • SHORT SIDE •• ••• • • • • • • • • • • • • • • • • • • • 006 • • • • • :0-0: •• 000 0 • • ••• 0 PRODUCT REVISED u c nplyug with the Florida soikbeg code Ace No �a JR - 03/16/18 - UPDATED .. VALUES AND SIZES. 5 U.1 z 1+1 2 U) 0 h w N U) nay Window Design Pressure (+/-, psf) for Glass Types 6 & 8 v U) O zy W N U) J�am W r Long Side, Ti to T in 'D XB u 0 °' O Q = 00 UU6 W O W co Z < U_' 68-718 73 77 78-314 81 85 89 93 97 101 105 109 1 110-1/2 113 117 121 125 129 137 145 31 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 33 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901.130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 35 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +801-110 +80/-110 37 +90/-130 +90/-130 +901-130 +90/.130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +BO/ -110 +BO/ -110 39 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 41 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +80/-110 +80/-110 +80/-110 +801-110 +BO/ -110 +BO/ -110 43 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 45 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80J-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 n 47 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +gp/-130 +90/-130 +901-130 +90/-130 +90%130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 1 +80/-110 +80/-110 c 49 +90/-130 +90/-130 +90/-130 1 +90/-130 +901-130 1 +90/-130 +90/-130 +90/-130 +901-130 +80/-110 +80/-110 +80/-110 +BO/ -110 +80/-110 +80/-110 +80/-110 +801-110 51 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +110/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 �_ 53 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +801-110 +80/-110 +B6/-110 +80/-110 +80/-110 +80/-110 55 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +88.81-128.1 +80/-110 +80/-110 +80/-110 +80J-110 +80/-110 +80/-110 +80/-110 +80/-110 05 57 +901-130 +90/-130 +90/-130 +90/-130 +89.41-129 +8LY-110 +80l-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 E 59 +901-130 +901-130 +9(Y-130 +89.5/-129.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +8D/-110 +801-110 in 61 +901-130 +9W-130 +89.6/-129. +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 63 +901-130 +90/-130 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 65 +g0/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 67 +90/-130 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 68-7/8 *90/-130+8p/-110 +801-110 *80/-110 +80l-110 +60l -11D +60/-110 73 +801-110 +801-110 +801-110 +BO/M110 +80/-110 +801-110 77 +801-110 +80/-110 +BO/ -110 +80/-110 78-3/4 +801-110 +801-110 1 +80/-110 1 +80/-110 1) 1I1`-1 U -I IP DIMENSIUNS SHUWN. FUK IN I tUKAL YIN ANU tUUAL Ltli WINUUWJ, JUD I KAU I l-' FKUM IAL I IY-I U-1IY UIMCrvJIVry Iry 1 K. IAISIC I V UC I CKMIrvC IAC YVIry UVYY JIGC. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7/16" LAMINATED IGLASS STACK �J 7/16" LAMINATED GLASS STACK I GLASS STACK .090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3116" HEAT 3116' HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER 4 11 � 11 5 518" 518" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT / 11 SIDE It SHORT I— SIDE f I— LONG SIDE I SHORT LONG SIDE • • • • �• • SIDE •• ••• •• • • • SHORT SIDE •• ••• • • • • • • • • • • • • • • • • • • • 006 • • • • • :0-0: •• 000 0 • • ••• 0 PRODUCT REVISED u c nplyug with the Florida soikbeg code Ace No �a JR - 03/16/18 - UPDATED .. VALUES AND SIZES. 5 U.1 z 1+1 2 U) 0 h w N U) nay � Of o p v U) O zy W N U) J�am W r 0 —1Z Z LL ^ s 'D XB u 0 °' O Q = 00 UU6 W O W co Z < U_' ::) 0 ON ;JMO W i-. ^O Z d O O 0 U g J Q U) m FF- o 117 ® Z W of 1°°45 U) U) to F- 0 W Z O Z a al°'s Qo �i Z w 17 X 2 e^e w 5 LL anal o 95 a s , 1 '4 LYN \�'t�ONL•CENgF M/l�F �� * No.58705 *' WAT.1 / / NAL 11 A LYNN MILLER, P.E. P.E f/ 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION -- TYPE A #12 or #14 410 SS Screw Southern Pine SG=0.55 WINDOW 1-318" 12" Aklmnum 6063-75 min. 318" 0,063"' 12" A36 Steel 3/8" 0.063"' EXTERIOR Stael Slud Gr. 33 min. 318" 0.045!'(18 Ga)17' N i ow BUCK HEIGHT SouBlern Pine SG=0.55 9/16" 1-3/8" 17' Alununum 6063-T5 min. 318" 0.063" 17' TIP -TO -TIP Steel Sbxi Gr. 33 min. 318" 0.045" 18 Ga ' 17' WINDOW Ungrouted CMU, ASTM 690 2.1/7' 1-1/4" HEIGHT Concrete (min. 3.35 ksi) 1" 1-314" VISIBLE 1/4" Steel Utracon Concrete min. 2.85 ksi 1" LIGHT 1ST Concrete min. 2.85 ksi 2-1/2" 1-3/8" 17' HEIGHT = 1ST 5/16" Steel Ultracon Concrete min. 3.5 ksi WINDOW 1-314" 17' Grourled CMU,(ASTM - 2-112" 1-3/4" BUCK • 492 Im 120 kg HEIGHT - H Z - BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTS% jp • • • 2 -314" ksi 110 ksi LL O 5 " o "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • • cre (7 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT SEE TABLE 8, THIS SHEET EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET ° EMBEDMENT r SHIM II b TYP.EDGE DISTANCE TYPE, R SUBSTNT RATE, EDGE lel EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE B SEE TABLE 8, THIS SHEET 1/4 MAX DISTANCE 1 1 I SHIM 1 'z— USED" USED FOR ALL AlOF l ARCHITECTURAL 11 SHAPES 0 11-718" EXTERIOR O.C. MAX. °' ' CONCRETE/CMU5 4 � 11 PER ANCHOR VISIBLE LIGHT WIDTH= I 5 REQUIREMENT WINDOW BUCK WIDTH - 2-314" ~~~~111 WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT INSTALLATION HORIZONTAL SECTION A -A METHOD D TABLE 8: 1/4" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET _11/4" MAX SHIM Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-318" 12" Aklmnum 6063-75 min. 318" 0,063"' 12" A36 Steel 3/8" 0.063"' 17' Stael Slud Gr. 33 min. 318" 0.045!'(18 Ga)17' N i ow #12 or #14 Steel Screw (G5) SouBlern Pine SG=0.55 9/16" 1-3/8" 17' Alununum 6063-T5 min. 318" 0.063" 17' A36 Steel 3/8" 0.063"' 17' Steel Sbxi Gr. 33 min. 318" 0.045" 18 Ga ' 17' 1/4" 410 SS CreteFlex Ungrouted CMU, ASTM 690 2.1/7' 1-1/4" 1ST Concrete (min. 3.35 ksi) 1" 1-314" 1ST 1/4" Steel Utracon Concrete min. 2.85 ksi 1" 1-3/4" 1ST Concrete min. 2.85 ksi 2-1/2" 1-3/8" 17' U rou CMU ASTM C-90 2-1/2" 1-1/4" 1ST 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-314" 17' Grourled CMU,(ASTM - 2-112" 1-3/4" 17' • MIN. UVJ I HKtAU, btTUNU I Flt MC I AL JUbb I"I t "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. • • • • • WOOD BUCKSTRIP, INSTALLATION NOTES: • p �p a O SX EE NOTE 2, THIS SHEET a1o0 • N i ow U) W D' • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND y u Mo°Q • _ o U V o ®, �— oN 5mo I,_IZjJ c7 Q EDGE DISTANCE LIMITS. • • • • • • • • • .r-. Z • CONCRETE PER • • • • • EMBEDMENT ~ g ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSETQ,TAL • • • •Mayrial• Min. Fr Mn. F„ z � jaws REQUIREMENT THICKNESS IS LESS THAN 1-1/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAW • 0S-I'3.rdk0 • 492 Im 120 kg O H Z - BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTS% jp • • • 4 ksi 110 ksi LL O • " o "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • • cre (7 • LL WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco UtraCon® 155 ksi 177 W INSTALLATION I EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CrebFlea 127.4 ksi 189.7 ksi TYPE B DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHAL49(IF A• 0 • 6063-T5 Aluminum 16 ksi 22 ksi • A66 Steel 36 j6pi 58 ksi VERTICAL SECTION B -B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • GI033 Steel Std 45 ksi • • • g • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDGW OR • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • p �p a O i a1o0 • N i ow U) W D' • • • y u Mo°Q • _ o U V o ®, W oN 5mo I,_IZjJ c7 Q 0 .r-. Z o oo]a Z a1 p _O U ~ g UJ = M Y O "aa > N p �p a O i a1o0 N i ow U) W D' N n n 0 c) aw ^ i Z LL (0 ' u Z J y u Mo°Q 0 r2 _ o U V o ®, W oN 5mo I,_IZjJ c7 Q 0 .r-. Z o oo]a Z a1 p _O U ~ g LL O Q z � jaws ® m Z g O H Z O Z u) Z aro°5 LL O W o w U W X (7 LL LL aR4 -sip s ua5 \111011 1111,1j/ 60V CENSE��(�� •�, No. 58705 v'gST-'TE�.✓L�� � ' .'OCORIOP.•'•r\�� S A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE ~ DISTANCE OR FRAMING, SEE u u• NOTE 2, THIS SHEET —'tom INSTALLATION 12 USED FOR ALL TYPE E _§920a. 17 Aluntinu 6063-T5 min. 3/8" (10 ' " SIDES OF rrn � TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 1 EMBEDMENT EDGE DISTANCE �1/4"MAX T 12 SHIM + INSTALLATION TYPE G �F- EMBEDMENT �I 114" MAX SHIM 6 . I INSTALLATION TYPE F EMBEDMENT 1X TE 2, THIS S SHEET SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE SEE TABLE 9, THIS SHEET EXTERIOR \ ILKA I VISIBLE LIGHT WIDTH = u u• III���� WINDOW BUCK WIDTH - 2-314" #12 or #14 410 SS Screw WINDOW BUCK WIDTH 12 USED FOR ALL HORIZONTAL SECTION C -C _§920a. 17 Aluntinu 6063-T5 min. 3/8" (10 ' " SIDES OF A36 Steel 3B" 0.063"' 12" Sleel Stud Cx. 33 min. 318" 0.045" 18 Ga 8 ARCHITECTURAL '' •° #12 or #14 Steel Screw (135) EXTERIOR 9/16" SHAPES @ 11-718" a 29 O.C. MAX. ' 12" AWminu 6063 -TS rrnn. 3✓8" 0.063' 12" CONCRETE/CMU 12" Steel Stud Gr. 33 min. 316" 0.045" 18 Ga ' 12" PER ANCHOR Ungrouted CMU ASTM C-90 2-1/2" 1-114" REQUIREMENT WINDOW 12" 114" Steel Ultracon Concte rete min. 2.85 ksi BUCK 1-314" 12" INSTALLATION HEIGHT routed CMU ATM C-90 2-1/2" 1-1/4" 12' 5l1 G' Steel Ultracon Concretemin. 3.5 ksi 1-1/4" 1-3/4" 1/4" Grouted CMJ. TM C - On' 2-1/2" 1-3/4" 1T MAX. SHIM VISIBLE LIGHT THEIGHT= *SMS 9I}WINDOW BUCK HEIGHT- 2314„ EXTERIOR EL SELF -DRILLING (GS), SEE TABLE mp 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F EMBEDMENT 1X TE 2, THIS S SHEET SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE SEE TABLE 9, THIS SHEET EXTERIOR \ Substrate I VISIBLE LIGHT WIDTH = Min. Embedment III���� WINDOW BUCK WIDTH - 2-314" #12 or #14 410 SS Screw WINDOW BUCK WIDTH 9118" HORIZONTAL SECTION C -C CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment MaxOC #12 or #14 410 SS Screw Soutwn Pine SG=0.55 9118" 1-3/8" _§920a. 17 Aluntinu 6063-T5 min. 3/8" (10 ' " 17' A36 Steel 3B" 0.063"' 12" Sleel Stud Cx. 33 min. 318" 0.045" 18 Ga 12" #12 or #14 Steel Screw (135) Souttlern Pine SG=0.55 9/16" 1-3181• 12" AWminu 6063 -TS rrnn. 3✓8" 0.063' 12" A36 Steel 3/8" 0.063'* 12" Steel Stud Gr. 33 min. 316" 0.045" 18 Ga ' 12" 1/,V410 SS CreteFlex Ungrouted CMU ASTM C-90 2-1/2" 1-114" 12" Concrete min. 3.35 ksi 1" 1-314" 12" 114" Steel Ultracon Concte rete min. 2.85 ksi 1" 1-314" 12" Concremin. 2.85 ksi 2-112" 1-3/8" 12" routed CMU ATM C-90 2-1/2" 1-1/4" 12' 5l1 G' Steel Ultracon Concretemin. 3.5 ksi 1-1/4" 1-3/4" 12' Grouted CMJ. TM C - On' 2-1/2" 1-3/4" 1T \ 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTOL • • CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNITCAN EMBEDMENT - ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OI• • " WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY • AUTHORITY HAVING JURISDICTION. • • • • INSTALLATION II EDGE TYPE F Y� TYP. ANCHOR TYPE, EMBEDMENT 3 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE Material Min. Fy Nin- F. Steel Screw 92 ksi 120 ksi \J ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 110 ksi 177 ksi 41(rSS Ic re%F)&* 127.6 ksi 189.7 ksi 3T5 Alualituni A36 Steel "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 22 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi ALL HEAD TYPES APPLICABLE. 5 • 114'• MAX SHIM INSTALLATION NOTES. • • • • 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND \ 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTOL • • CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNITCAN EMBEDMENT - ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OI• • " WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY • AUTHORITY HAVING JURISDICTION. • • • • INSTALLATION II EDGE TYPE F Y� TYP. ANCHOR TYPE, EMBEDMENT 3 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE Material Min. Fy Nin- F. Steel Screw 92 ksi 120 ksi • 0 Wk• Blc• U1tmCo/0 • 90 1- 12i ksi 110 ksi 177 ksi 41(rSS Ic re%F)&* 127.6 ksi 189.7 ksi 3T5 Alualituni A36 Steel 36 22 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET • • • • • • VERTICAL SECTION D -D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WIND�OR : • • • • *00 • • • • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 000 • f • • • • • • • • • • • • • • • • • • NO CHANGES THIS SHEET. W i r2 Y O N ? naH p� o O (7 N 0 .5aJ�O O O O a-, T ' rn , m r JT 8a z W B O Z LL t0D g s J .xo"0 Z oa W UJ U d 6 O_ F- Z i< N W 0 .9M0 0 O Z a O O 0 g0 o _J O N 5 laaUs ® rn z 'k F- 0 z Q >z W alo�5 O 7 -� C, o w U, =) U IL W d a1111 sa0 tJV LYNAI �p.•.........Mi� _%CENSF''•. * No. 58705 S 0, iSTE :,Fss • • • Nc2 . '., !ONAL t� ` A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPEI 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION TYPE JN I LKLAYER), NOT TO BE USED WITH TYPE K EDGE GLASS TYPES 5-8, (SG INTERLAYER). DISTANCE ��— 114" MAX EDGE DISTANCE �{ --���"111 �'�— SHIM n 0 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING, SEE OR FRAMING, SEE U NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, fl;\ SEE TABLE 10, THIS SHEET EMBEDMENT L u VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH 114" MAX. _ HORIZONTAL SECTION E -E SHIM j STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �1l4" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F EMBEDMENT �(�i��11'\I\� Il llllllul�l III � NO CHANGES THIS SHEET. z` EXTERIOR TABLE 10: • f—rl�L1U J ••• L1/4" MAX Min. Edge Max. O.C. Anchor Substrate 3 SHIM 2-1/2" x .113" Box Nail Southern Pine SG -0.55 q�c 5" 12 USED FOR ALL Southern Pine SG=0.55 318" 5" 2-1/2'x.145" Roofing Nail Southern Pine SG -0.55 SIDES OF 5" Southern Pine SG=0.55 1/2" 5" 8 ARCHITECTURAL 0.093 Aluminum 6063-T5 min. 5/16" 5" EXTERIOR 1/16" A36 Steel SHAPES@11-7/8" 29 O.C. MAX. 5" 0.045" 18 Gal Steel Stud Gr. 33 1 5/16" 1 5" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE_ WINDOW INSTALLATION sucK TYPE L HEIGHT EXTERIOR j�}(,"�y�I VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION TYPE JN I LKLAYER), NOT TO BE USED WITH TYPE K EDGE GLASS TYPES 5-8, (SG INTERLAYER). DISTANCE ��— 114" MAX EDGE DISTANCE �{ --���"111 �'�— SHIM n 0 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING, SEE OR FRAMING, SEE U NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, fl;\ SEE TABLE 10, THIS SHEET EMBEDMENT L u VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH 114" MAX. _ HORIZONTAL SECTION E -E SHIM j STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �1l4" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F EMBEDMENT �(�i��11'\I\� Il llllllul�l III � NO CHANGES THIS SHEET. z` EXTERIOR TABLE 10: • • • • ••• Min. Edge Max. O.C. Anchor Substrate Distance S acin 2-1/2" x .113" Box Nail Southern Pine SG -0.55 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 318" 5" 2-1/2'x.145" Roofing Nail Southern Pine SG -0.55 318" 5" Southern Pine SG=0.55 1/2" 5" #10 x 1" Steel Screw (G5)` 0.093 Aluminum 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Gal Steel Stud Gr. 33 1 5/16" 1 5" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE_ INSTALLATION NOTES 1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • • • • • • Maleal j n. F Mn. F" 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER 81NALL • pSC 1 w • "� kSI 120 kSl BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW F14 E. • • •I •A S In 96 ksi 22 ksi 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER • • • • • 0 • 58 ksi WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. G' 33 St•ry SW 45 ksi •• ••• • • • f ••• • • • • ••• ONY LY N ... No.58705 ,* .FLORID?'.-'. o` S //NA //Irllllll`\ A LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE -. NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1EMBED +MENT Li /4" MAX SHIM USED FOR ALL Substrate SIDES OF EDGE ARCHITECTURAL SHAPES @ 11-7/8" DISTANCE O.C. MAX. T 1-3/8" INSTALLATION EXTERIOR TYPE O a 6.2" INSTALLATION TYPE M 1/4" MAX. SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET INSTALLATION - - -_ TYPE N -� - EMBED CONCRETE/CMU PERANCHOR EDGE REQUIREMENT DISTANCE EMBEDMENT I- 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET I VISIBLE LIGHT WIDTH= I WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G EMBEDMENT U EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR ID Anchor Substrate Mn. Edge Distance Mn. Embedment Max. O.C. S i #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 318" 0.063"' 6.2" A36 Steel 3/8" 0.063"' 6.2" Steel rrin. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063" ' 6.2" Steel Stud Gr. 33 min. 318" 0.045" 18 Ga ' 6.2" 1/4" 410 SS CreteFlex Un routed CMU, ASTM G90 2-1/2" 1-1/4" 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1l4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete r1tin. 2.85 ksi 2-117' 1-3/8" 11.6" routed CMU ASTM G90 2-1/2" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-114" 1-3l4" 11.6" Grouted CMU ASTM G90 2-112" 1-3/4" 11.6" _F1/4" MAX SHIM I 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. • • 060 • • • • • • • INSTALLATION NOTES: : • • 0 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • • • • • • • • • • • • • • • •. _ OD• • Ma•rial • •Aln. Fy Mn. F. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1 f2". 1 &OOD* cr 92 ksi 120 W BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 410 Screw 90 ksi 110 ksi 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elco LNaCon® 155 ksi 177 ksl APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Elco Cre*Fb>0 127.4 ksi 188.7 ksi •• ••• • _ 22 W 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FU"UPPOR=TO THE • A36 Steel r•` •36 IIIII ksi 58 ksi VERTICAL SECTION H -H WINDOW FRAME : : :• • ;•� 33 eael5k� •33: 45 ksi 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TOWHOLE`YSTEM. • • • • • • • ••• • • • • • ••• • • • • • • • • ^ j • • • • • • • • • • • ••• •• • •• • • • •• •• = c c1 U U o ®� • • ••• 0 PRODUCT REVISED - camplyiog with dhe Flmida BA..ptgC 4.M Ezpirrsiaa tAre NO CHANGES THIS SHEET. LU w N naa Q E ❑ V US ^ j ah up O N iw OA � N (D OJ O ay Z - 0 ^ ri Z ::i u oip = c c1 U U o ®� W _O W - a0 � W uN O n i z O o Z rn 0 O F- o 01 J Q ® '8i U) Z 1aa45 O ZZ S o Z � U) awls Qo of w o U Z - � O X Z IL ap�l LL 'vsap s oa5 `\1\11111111/// ` NY LYN/V ' No. 58705 _10%. WATE, 4 Ft OF .- rN A. LYNN MILLER, P.E. P.E.# 58705 Item PGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal4eg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063.75 5 14254 II.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Coker Alum. 6063-T5 6b 4224 Installation Fastener Coker for Curves Rigid PVC 8 4267 7116" Lami. Glass Beading for Curves Alum. 6063 T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/9 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K I Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116'x 1-3/37' x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 76 77 78 X Kommeding Kodispace 4SG TPS Quanex Super Spacer nXl Quanex Duraseal Spacer jCardinal XL Edge Spacer See this Sheet for Materials ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES 906 CORNER FRAME ASSEMBLY o" 2.784" .94" yllf .074" 062" 1.375" k T� 5W., .438" II -- } 7_I�- .050.1— OEQUAL -LEG FRAME 2384" 094" -.-I If .074" 0 1.375" L } .500" 438" .050'- 1.125" .077" J_ OFIN FRAME y .970".346" .970" ,346" I - -� . 87O7} 5875" rl875' 1.037" .675" dy �{n .050" 050" .0INSTALLAT50' O/.GLASS ENG BEADING BEADING FSTEERCOVER O FOR CURVES FOR � CURVES HOT -MELT ALUMINUM DESICCANT FILL SILICONE A POLYISOBUTYLENE REINFORCEMENT STRUCTURAL SEAL 5/16" NOM. POLYISO- 1/4" NOM.3/16" NOM. SILICONE 5/i6" NOM. SEAL BUTYLE IC WITH STRUCTURBUTYL 8 ROLL -FORMED DESICCANT SILICODESICCANT STAINLESS STEEL FOAM WI^ FOAM EXT. GLASS DESICCAEXT. GLASS EXT.GLASS EXT.GLASS INT. GLASS INT. GLASS INT. GLASS. GLASS 75 4SGISPATPS CE 76 NXTE"SUPR SPACER® DURASEA77 SPACER L® XL ISSPACER rM I rt ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY NO CHANGES THIS SHEET_ > 2.784" .094" tf • ^ad .074" r .062" 1.875� 1.000" — .500" 438" I T_ .050n i0 aoa CO N z g OFLANGE FRAME o" 2.784" .94" yllf .074" 062" 1.375" k T� 5W., .438" II -- } 7_I�- .050.1— OEQUAL -LEG FRAME 2384" 094" -.-I If .074" 0 1.375" L } .500" 438" .050'- 1.125" .077" J_ OFIN FRAME y .970".346" .970" ,346" I - -� . 87O7} 5875" rl875' 1.037" .675" dy �{n .050" 050" .0INSTALLAT50' O/.GLASS ENG BEADING BEADING FSTEERCOVER O FOR CURVES FOR � CURVES HOT -MELT ALUMINUM DESICCANT FILL SILICONE A POLYISOBUTYLENE REINFORCEMENT STRUCTURAL SEAL 5/16" NOM. POLYISO- 1/4" NOM.3/16" NOM. SILICONE 5/i6" NOM. SEAL BUTYLE IC WITH STRUCTURBUTYL 8 ROLL -FORMED DESICCANT SILICODESICCANT STAINLESS STEEL FOAM WI^ FOAM EXT. GLASS DESICCAEXT. GLASS EXT.GLASS EXT.GLASS INT. GLASS INT. GLASS INT. GLASS. GLASS 75 4SGISPATPS CE 76 NXTE"SUPR SPACER® DURASEA77 SPACER L® XL ISSPACER rM I rt ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY NO CHANGES THIS SHEET_ > • • ^ad v w > n o aiorl O Op CO N z g 1nr 0 arc W - r` O -' O Z - to Z zi r6 moip 2 2LU U c) • • • • W Z x a • vj Q' N Lu > Z UU Z O o Z o O tr ••• U g a LL ° • • J Q z O ® (j Z_ W Z laa45 O rn Z Z Ir -X Q O O ¢ U O Lu W rn� X m ? > a au't - sao s „as ALLCORNERSTO i ALL CORNERS q'**"—FLANGE •• •• • •• \t 11111111lr� USE GASKET ' / USE GASKET I • • • • \", \LYNN AND/OR SEALA/ ANDlOR SEALANT •�C�/LJ�EQUAL-LEG FRAME � _ No.58705EXTEERIOR FLANGE FRAMEEXTERIOR -10 EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR • • • MITORED FRAME WITH INT&fVQR • � �4jjAND EXTERIOR FRAME WELDS I AND•_XTERI�RFIRAMEWELDS• : O[ORIDFT P.,FRAME (SHOWSCREWN) OR CORNER KEYS ATBOSSES. SEALANT AT ALL CORNERS •HI �OR OFAU-?AN: tL CR W $V 1 ER KE AT LCOFtAERS �7 7/ NAL \� 30 • • • • • • A. Lir�lf41011Ll0.b.E. �9 P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY L1W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA PGT Industries, Inc. 1070 Technology Drive www.miamidade.gov/economy North Venice, FL 34275 • • • • SCOPE: • •••••• ••.... This NOA is being issued under the applicable rules and regulations governing Me d'se of Mistruction • • materials. The documentation submitted has been reviewed and accepted by Mi*m*iZ;de Coun •RER -• •' •'. Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority .... Having Jurisdiction (AHJ). • • • •.000060• • • • • This NOA shall not be valid after the expiration date stated below. The Miami-DadeLouaty Product LontroL • ; • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade�Gotmty) resar+rethe right..... to have this product or material tested for quality assurance purposes. If this prodap Qr material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tlW.4W may • • • • immediately revoke, modify, or suspend the use of such product or material within thail4urisdibtion. REIN....; reserves the right to revoke this acceptance, if it is determined by Miami—Dade t"ouniy Proud tontrot • Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - I DESCRIPTION: Series "SH7700A" Aluminum Sinele Hune Window — L.M.i.. j APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 MIAMI•DADE C Expiration Date: Augus , Y11 l $ Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets through 11 of 11, dated 04/01/18, prepared by manufacturert ansigned XtMkd 0 Anthony Lynn Miller, P.E. • • • • : • •00 •0 B. TESTS .. 0000.. .. 0.000. . by..... 0000.. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ." .000% 2) Uniform Static Air Pressure Test, Loading per :$C, TAS •M--94 3) Water Resistance Test, per FBC, TAS 202-q4'..' 000 4) Large Missile Impact Test per FBC, TAS 20-494 5) Cyclic Wind Pressure Loading per FBC, TAS 20Y-94 6) Forced Entry Test, per FBC 2411.3.2.1, and:TA9Z02-94 along with marked -up drawings and installation diagram of an aluminum Aptli hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t11 Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). L Manuel rez E. Product Contr Exa iner NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 0000.. 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. *000** 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amerka, Inc"for theil'•':' "SentryGlas® (Clear and White) Glass Interlayers" dated•12/�8/l7„expiring on...:. 07/04/23. *a,*:** • .... .... . . F. STATEMENTS ”" "' • • • • • • 1. Statement letter of conformance to FBC 6th Edition (2017), •4jtFd Ap�j,Z4, 20197::::. issued by manufacturer, signed and sealed by Anthony Lynn Millar d'.E. • • 2. Statement letter of no financial interest, dated April 24, 2018,�ssued by nlanu€acturev,*..:. signed and sealed by Anthony Lynn Miller, P.E. : • 3. Proposal No. 18-0005R issued by the Product Control Section, •datecl 01/1:66/•lg-signet ' by Manuel Perez, RE G. OTHERS 1. None. E-2 Manuel'Per .E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES' TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Ml IRF AAt I DWARI F CASH r(1NFIr:I 1RATIrINS AND SHAPES �{ WIDTH WIDTH WIDTH �f GENERAL NOTES.......... _............__...__._._.._._ 1 I I 2 3 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 O 1771 RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. 'A17-13116" MAX. O.C� 18-318" MAX. et7!! 17-3/4" MAX. 17-3/4" (17-1/4" BUCK) MAX. I� B, SEE _ _ _ O.C. SHEETS 8 &9 A, SEE SHEETS 0 & 9 EQUALLY SPACED ANCHORS PER I TABLES 6 & 7 / oI I Xi �4 EQUALLYSPAGED / ANCHORS PER i I -- TABLES 9-1/2" MAX. (9" MAX. BUCK) I 9-1/2" MAX. (9" MAX. BUCK) _ �TT 17-3/16" MAX. O.C. f 84 - -T— MAX. TIP 12-1116" MAX. O.C. TO _ TIP HEIGHT 1313MAX. O.C. B NOANCHORSATSILL 53-118" MAX. TIP TO TIP WIDTH �1" WEEP NOTCH D ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL -LITE CONFIGURATION TART F 1 At I DWARI F r_I ACC TYPES Glees 1 Description (Listed from Exterior to Interior) 118"AN .090" PVB 118" AN DIP Table 0 2 GENERAL NOTES.......... _............__...__._._.._._ 1 PACE, 1/B" AN, .090" PVB, 118" AN 2 3 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/0" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .09(Y" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3/16" AN 5 9 3/16" HS, .090" SG, 3/16" HS 5 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" HS, .090" SG, 118" HS 5 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 14 13116" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/B" HS 5 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 52-118" MAX. BUCK WIDTH DSEE 5" MAX. O.C. r 4-11/16" MAX. , 1y SHEET 10 C, SEE SHEET 10 5" MAX_ O.C. 83" MAX. BUCK HEIGHT C / D f-- 4-11/16" MAX.1" WEEP NO7CH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL -LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PRIDGES• OW AIL FFJAME -WPES jfLAVGE, B"GRAL FIN OR (QUAL LEG/BDX).• • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SG= KURARAY SENTRYGLAS• INTERLAYER BY Y GENERAL NOTES.......... _............__...__._._.._._ 1 CODES /STANDARDS USED: KURARAY AMERICA, INC. pVB = KURARAY TROSIFOL• PVB INTERLAYER BY ELEVATIONS......................................................... DESIGN PRESSURES /GLAZING DETAILS........ 1 2-4 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION KURARAY AMERICA, INC. • • 000 • ANCHOQ QUANTIT".•........ •........................... 5-6 -ASTM E1300-09 AN=ANNEALED • • • INSTALLATION, FLANG`....•.... • ........................7 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION HS = HEAT -STRENGTHENED • • • • IASTALLANION, EQUAL LECs.... • ........................8 -ALUMINUM DESIGN MANUAL, ADM -2015 TP = TEMPERED • • • • • IRSTRLLFRIOIf, INVEGRAL ON..& .......... 9 •AISI S100.12 • • • • • • Z O TFPJ I@N PROFRESf..........1•........................ 10 •AISC 360.10 = W W LL O ASSEMBLY & PARTSUST...... _......_ .. _..___ 11 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L...... * No.58705 ,0% ST TE OF 10NAL ENG \ ///111111111 A. LYNN MILLER, P.E. REM 58705 cr Y W o E o o to > > > 0Na ZWA atop O K fJ a� Z O Z JcD Z LL W O L) o ®� ye p Ma F a ¢ pMp o w � ¢ r Z O OZ p�j a0 U Z F - = W W LL O ® ° W J -6 at ZO W IaavFj)S 2 Z O 5 Z Q I O O K O W n x JZ a W 0 U) alJ�l sap s gas L...... * No.58705 ,0% ST TE OF 10NAL ENG \ ///111111111 A. LYNN MILLER, P.E. REM 58705 I Xtllt L' Sh Bomomas Description for Ginn Range �) for Glass pes 1 & 2 Sash Height Desi2n Pressure (IbstftTy Range (in) 18' 25" 3s, t 37' 41" 45" 49" 53-118" . as 24" Equal -lite 12.464 +65.0 40.0 +65.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Z p ZLL IO mi Equal -lite 15.964 +65.0 80.0 *65.0 Bo.O +65.0 80.0 *65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 F_ 31" Standard Pro.- 12.994 - 15.963 +65.0 -80.0 +65.0 -80.0 +65.0 Shortest 12.464 - 12.993 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 80.0 80.0 ONO Z O1 o U 1 Equal -lite 19652 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 -80.0 +65.0 80.0 ® � Standard Pmulew 15.944 - 19.651 +65.0 80.0 +65.0 80,0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +85.0 80.0 38-3/ Custom Size 15.131 - 15.943 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Q O Custom Size 14.131 - 15.130 +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -W 0 Q F- Shortest 12.464 - 14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.D 1 80.0 +65.0 1 -80.0 1 +65.0 1 80.0 +65.0 80.0 O sap s �a5 Equal -lite 22.969 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 20.131 - 22.963 +65.0 -W 0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Standard Proiew 18.594 - 20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 45' Custom Size 16.131 - 18.593 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 800 Custom Size 15.131 - 16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 14.131 - 15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 40.0 +65.0 80.0 Shortest 12.464 - 14.130 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65o -80.0 Equal4ite 24.964 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.11 80.0 +65.0 80.0 +65.0 .80.0 +65.0 80.0 Custom Size 22.131 - 24.963 +65.0 -aao +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 Standard Proaiew 20.194 - 22.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 49' Custom Size 18.131 -20.193 0.0 +850 800 +65.0 80.0 +65.0 800 *65.0 800 +65.0 -80.0 +85.0 -80.0 +650 80.0 Custom Size 16.131 - 18.130 0.0 +65.0 80.0 +65.0 80.0 +65.0 -BD.O +65.0 80.0 +65.0 -B0.0 +65.0 80.0 +65.0 800 Custom Siza 14.131 - 16.130 0.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 *65.0 80.0 +65.0 -77.6 ShMest C�-80.00.0 12464 - 14.130 0.0 +650 800 *65.0 80.0 +85.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +650 -75.1 EquaNite 25.777 0.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650-B00+65.0 80.0 +65.0 80.0 Custom Size 24.131 - 25.776 0.0 +650 800 +65.0 800 +65.0 80.0 +65.0 800 +650 -B0.0 +65.0 -80.0 +65.0 80.0 Standard Prowew 20.844-24.130 0.0 +65.0 800 *65.0 80.0 +650 -80.0 +65.0 800 +650 -800 +650 80.0 +650 800 Custom Size 20.131 - 20.843 .0.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 *65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 50-5/B Custom S¢e 18.131 - 20.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -00.0 +65.0 80.0 +65.0 80.0 Custom Size 16.131 -18.130 +65.0 -80.0 +65.0 BDD +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.6 Custom Size 14.131 - 16.130 +65.0 800 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.1 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -73.9 Equal -lite 31.964 +65.0 -80.0 +65.0 80.0 +65.0 BD.O +65.0 -80.0 +65.0 80.0 +65,0 -80.0 +65.0 800 +65.0 80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 -77.8 Standald ProNew 25.794 - 28.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 .800 +65.0 -73.9 Custom Size 24.131 - 25.793 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -72.7 63" Custmm Size 22.131 - 24.130 +65.0 -80.0 +65.0 80.0 +65.7 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -78.8 +65.0 -70.5 Custom Size 20.131 - 22.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.1 +65.0 88.4 Custom Size 18.131 - 20.130 +65.0 80.0 +65 0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +55.0 -80.0 +65.0 -75.4 +65.0 88.5 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.D +65.0 -77.1 +65.0 -73.8 +64.7 84 7 Shortest 13.194' - 16.130 +65.0 -80.0 +65.0 _8D.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.9 +650 -71.8 +65.11 88.2 +62.3 82.3 Equal-1i1e 38.464 +6511 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 -73.9 Custom Size 36.131 - 38.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -79.8 +65.0 -71.6 Custom Size 34.131 - 36.130 +65.0 1 -80.0 +65.0 -80.0 +65.0 80.0 +65,0 -80.0 +65.0 -To.0 80.0 +65.0 -80.0 +65.0 -77.9 +65.0 894 76" Standard Prmiew 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 +65.0 80 0 +65.0 -800 +65.0 +65.0 -B0.0 +65.0 -75.4 +65.0 46.5 Custom Size 30.131-30-993 . +65.0 80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 85.6 Custom Size 28.131 - 30.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 83.8 Shortest 26.194' - 28.130 +65.0 -80,0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.0 +65.0 88.2 +62.3 62 3 Equal -lite 42.464 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 84" Custom Size 38.131 - 42.463 +65.0 80.0 *65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 -80.0 +65.0 -78.9 +65.0 -74.6 +65.0 65.6 StarMard Pmwew 34.194• - 38.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.9 +65.0 1 -71.8 +65.0 1 88.2 1 +62.3 1 62.3 MINIMUM SASH HEIGHT FOR FLANGED WINUOW515: III' IU IIP Ht1Un I - ay.- MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48 806 5/16" NOM. GLASS STACK 1/8" AN GLASS .090" PVB 1/8" AN GLASS 30 26 12" NOM. GLASS BITE EXTERIOR a .-, AIRSPACE 1/8" AN GLASS 5@ORC EXTERIOR a TYPE 1 13/16" NOW GLASS STACK .090" PVB 118" AN GLASS 75 112" NOM. GLASS BITE GLASS TYPE 2 •• ••• • • • • • •• •• ••• •• • • • •• •• •f• • • ••• • 11 TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZ:. • • • : : : • : _ N LED 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • I I'=T441TERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. H5= HEAT STRENGTHENED is • • •••• • • • •• •• ••• • • • ••• • • 0 W ? > O o ••• • • • • ••• • • • • • • • • • • 0D o O `L to � U) . as y ru-1 o N zm a+op w Q O 0 O �1 01 N Z Z p ZLL IO mi W O O = W UUJI U 00 a Mo.p n F_ _j LLJ ONO Z O1 o U Z Z Z 2 LL O N ® � W J a Ur Z Jaa45 Q O J r Z mw r z O Q F- r 2 J d f/% Q ar�( O sap s �a5 --1 AIRSPAC 1/8" TP GLASS EXTERIOR a 13/16" NOM. GLASS STACK .090" PVB AN GLASS 75 1/2" NOM. GLASS BITE GLASS TYPE 3 •• ••• • • • • • • • • • • •• • • • • • • • • • • • MINIMUM SASH HEIGHT FOR FLANGED WINDOM lb: IIP IU IIP HEIUH 1-49.3tl1 • • • • • • • • MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZ! • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 066 • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • � �4=a1.1N�4LED • TP= TEAOPERED HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Bottom Sash Description for Given Range Design Pressure (lbsfft2) for Glass Type 3 as Height Range (In) Tp to Tp Width 18" 25' 33" 3T' 41" 45" 49' 53-1/6" 24" Equal -lite 12.464 +65.0 -80.0 «65.0 -80.0 +65.0 180.0 +65.0 -80,0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 o Equal -lite 15964 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 31" Standard Pradew 12.994 - 15.963 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Shortest 12.464 - 12.993 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 O O n Equal -lite %652 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 J Standard Prouew 15.944 - 19.651 +6&0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 38-3/8" Custom Size 15.131 - 15.943 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 «65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 to Z Custom Size 14.131 -15.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 LL 0 Shwrtest 12.464 - 14.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 j +65.0 -80.0 1 +65.0 1 -80.0 +65.0 1 -80.0 1 +65.0 -800 +65.0 1 -80.0 a Equal -lite 22964 +65.0 80.0 +65.0 -800 +650 BO.O +65.0 -80.0 +65.0 1 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Caston Size 20 131 - 22.963 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Prrniew 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 «65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 46' Caston Size 16.131 - 18.593 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 1 -80.0 +65.0 -80.0 Custom Size 15.131 - 16.130 +660 80.0 +65.0 -80.0 +65.0 BD.O +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 sap Caston Size 14.131 - 15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.O +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +6&0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Equal -lite 24.964 1 +65.0 1 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 Caston Size 22.131-24.963 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 AD.O +65.0 -80.0 +65.0 -80.0 +65.0 1 -800 Standard Prouew 20.194-21130 +65.D -80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 -80.0 «65.0 80.0 +65.0 -80.0 +65.0 80.0 49' Caston Size 18.131-20.193 *65.0 -BOA +65.0 1-80.13 1 +65.0 80.0 *65.0 -800 +65.0 -800 +65.0 80.0 «65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 80.0 +65.0 80 0 +65.0 -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .800 Caston Size 14.131 - 1&130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 «65.0 -80.0 Shortest 12.464 - 14.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -800 +65.0 -80.0 Equal -lite 25.777 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 s Caston Size 24.131 - 25.776 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 -60.0 +65,0 -80.0 F Standard Proliew 20.844 - 24.130 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 -80.0 +65.0 -80.0 «65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Caston Size 20.131 - 20.843 +65.13 -80.0 +65.0 -80.0 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 50Y8' Caston Size 18.131 - 20.130 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65,0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Equal -lite 31.964 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -BO.O +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 28.131 -31.963 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Standard Praiew 25.794 - 28.130 +65.0 -80.0 «65.0 80 0 +65.0 -80.0 +65.0 -80.0 +65.0 813.0 *65.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 24.131 - 25.793 +65.D -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 63" Custom Size 22.131 - 24.130 +65.0 -80.0 +65.0 -800 +B5.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -BOA +65.0 -80.0 Custom Size 20.131 - 22.130 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 800 +65.0 80.0 +65.0 -80.0 +65.0 -78.0 Custom Size 18.131 - 20.130 +65. D -80.0 +650 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.8 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -73.8 Shortest 13.194' - 16.130 +65.0 -80.0 +65.0 80.0 +650 -80,0 1 +65.0 -80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 Equal4iteM161 64 +65.0 -80.0 +65.0 80.0 +65.f+65 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 38 463 +65.0 -80.0 +65.0 80.0 +65. +65.0 80 0 +65.0 -80.0 +65.0 80.0 *65.0 -80.0 +65.0 -WO Custom Size 36.130 +65.0 80.0 +65.0 80.0 +65. +65.0 80 0 +65.0 80.0 *65.0 -80.0 +65.0 -BO.D +65.0 -79.176" Standard Pro, -34.130 +65.0 -80.0 +65.0 80.0 +65. +65.0 800 +650 800 +65.0 -80.0 +65.0 -800 +65.0 -758 Custom Size 30.993 +65.0 -BOA +65.0 800 +65. +65.0 80.0 +65.0 800 +650 80.0 +650 -80.D +65.0 -74.8 Custom Size 30.130 +65.0 -80.0 +G5.0 80.0 +65. +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -BO.D +65.0 -72.7 Shortest - 28.130 «65.0 -800 +65.0 80.0 +65. +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -77.7 +65.0 -71.0 Equal-lite464 +65.0 80.0 +65.0 80.0 +65 +65.0 800 +650 800 +65.0 80.0 +65.0 800 +65.0-79.1 84" Custom Size - 42.463 +65.0 -80.0 +65.0 -80.0 *65.0 +65.0 800 +650 800 +65.0 800 +65.0 800 +65.0 -748 Standard PmWew 34.194'-3830 +65.0 80.0 +65.0 -80.0 +65.0 +65.0 80.0 +65.0 80.0 +65,0 80.0 --1 AIRSPAC 1/8" TP GLASS EXTERIOR a 13/16" NOM. GLASS STACK .090" PVB AN GLASS 75 1/2" NOM. GLASS BITE GLASS TYPE 3 •• ••• • • • • • • • • • • •• • • • • • • • • • • • MINIMUM SASH HEIGHT FOR FLANGED WINDOM lb: IIP IU IIP HEIUH 1-49.3tl1 • • • • • • • • MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZ! • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 066 • • • • • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • � �4=a1.1N�4LED • TP= TEAOPERED HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \CENsp * No.58705 (f pQ u ST TE OF <(/�� "IORID.� !0NAL 1�, A. LYNN MILLER, P.E. P.E.# 587135 W `L W i e o as 0 O 1n > o U' N = h atop 0 Ir 2 0 M w In Z Z 0 LL O aF Z m� T g W -, O O n s 1: LUM W>OD e� d ©n F- Z OD < J oN O W rc Q DMO r � R r 1 Z o to Z 0 LL 0 0 m J a 0 � _Z Iaa4s O � 00 O Z J m ¢ c g Q ~ n 2 Q a. 0 N ar��l sap s �,as \CENsp * No.58705 (f pQ u ST TE OF <(/�� "IORID.� !0NAL 1�, A. LYNN MILLER, P.E. P.E.# 587135 TABLE 4 Design Pressure (lbsltt2) for Glass Types 4-7 7/16" NOM. GLASS STACK eohom Seen Description or Giles Range Tp To Tip Sash Heigh Width Range (in) 53-1/8" 24" EquaHite 12.464 +65.0 -80.0 z7 EquaHite 15.964 +65.0 430.0 31" iew Standard Pro 12.994 - 15.983 +65.0 -000 GLASS BITE Shortest 12.x84 - 12.993 +65.0 -80.0 70-73 EquaHite 19.652 +65.0 -60.0 71 Standard Pro48w 15.944 - 19.651 +65.0 -80.0 38.318" Custom Size 15131-1 5.943 +65.0 .80.0 NOM. Custom Size 14131-1 5.130 +65.0 -80.0 Custom Size 20.131 - 22.963 +80.0 -110.0 Standard Promew 18.594-20.130 +B0.0 .110.0 Shortest - 1 12.464 4.130 +650 -80.0 16.131 - 18 593 +80.0 -110.0 EquaHite 22.964 +65.0 480.0 31 Custom Size 20.131 - 22.963 +65.0 -80.0 14.131 - 15.130 +80.0 -110.0 Standard P-18.594 - 20.130 +65.0 -80.0 45" Custom Size 16.131 - 18.593 +65.0 480.0 24.964 +80.0 -110.0 Custom Size 15.131 -16.130 +65.0 -80.0 49" Custom Size 14.131 -15.130 +65.0 430.0 Shortest 12.464 - 14.130 +65.0 410 0 LLO EquaHite 24.964 +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 -80.0 a - Standard P-- 20194 - 22.130 .65.0 .80.0 49" Custom Size 18.131 -20.193 +65.0 430.0 Custom Size Custom Size 16.131 - 18.130 +65.0 -80.0 Custom Size Custom Size 14.131 -16,130 +65.0 -30.0 .. Shortest 12.464 - 14.130 +65.0 .80 0_ g Equal4de 25.777 +65.0 -800 s Custom Sae 24.131 -25.776 +65.0 410.0 Z Standard Proiew 20.844-24.130 +65.0 410.0 O r Custom Size 20.131 -20.843 +65.0 -80.0 L= 50.5/8" Custom Size 18.131 - 20.130 +65.0 -80.0 Custom Size Custom S.. 18.131 - 18.130 +65.0 -80.0 Size Custom Size 14.131 -16.130 +65.0 -80.0 Size Shortest 12.464 -14.130 +65.0 -80.0 Custom Size EquaNBe 31964 +65.0 -80.0 Shortest Custom Size 26.131 -31.983 +65.0 -80.0 Standard Pradaw 25.794 - 28.130 +65.0 -80.0 Custom Size 24.131 -25.793 +65.0 410.0 83" Custom Size 22.131 - 24.130 +650-800 Custom Size 20.131 - 22.130 +65.0 -80.0 76' Custom Size 18.131 - 20.130 650 -80.0 Custom Slze 16.131 - 16.130 +65.0 -80.0 Shlortest 13.194' - 16.130 +850 -80.0 EqualAte 38.454 +85.0 -80.0 Custom Size 38.131 - 38.463 +65.0 -60.0 79' Custom Size 34 131 - 36.130 +65.0 :W70- Standard Proti 30.994 - 34.130 465.0 -80.0 38.131 - 42.463 .80.0 -11 Custom Size 30.131 - 30.993 +65.0 -80.0 Custom Size 28.131 - 30.130 +65.0 -80.0 Shortest 26.194'-28.130 +65.0 410.0 EquaHite 42.460 +85.0 410.0 84" Custom Size 38.131-42.463 +05.0 4100 Standard P-ew 34.194' . 38.130 +65.0 .800 GLA NOM. GLASS STACK .090" PVB 118" HS GLASS -11.1 H GLASS 30 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE4 1• r��"1i. 7/16" NOM. GLASS STACK 3/16" AN GLASS .090" PVB .090"PVB 30 3116"!W GLASS z7 lj R: 12"NOM. 12 464 - 12.993 +80.0 -110.0 GLASS BITE GLASS BITE EXTERIOR ^ 70-73 65A O GLASS TYPE 7 Custom Size 71 ? H O Shortest GLASS TYPE 5 O Z NOM. 22.964 1 +80.0 -110.0 GLASS I GLASS STACK Custom Size 20.131 - 22.963 +80.0 -110.0 Standard Promew 18.594-20.130 +B0.0 .110.0 0'0"PVB AIRSPACE 16.131 - 18 593 +80.0 -110.0 3/16" AN GL 118" AN GLASS 31 74 ®ora 5 14.131 - 15.130 +80.0 -110.0 12"NOM. EXTERIOR 12.466 - 14.130 +80.0 -110.0 GLASS BITE 1• r��"1i. TAR[ F 5' Design Pressure for Glass Types 8-15 ff-13116' NOM. GLASS STACK AIRSPACE .090"PVB 3/16" TP GLASS 1/8" AN GLASS 31 ]6 R: 12" NOM. 12 464 - 12.993 +80.0 -110.0 GLASS BITE a 38-310" ^ 70-73 65A O GLASS TYPE 7 TAR[ F 5' Design Pressure for Glass Types 8-15 13116"NOM. Bottom Sash Dription esc or Gn oro Range gh Tp To Tp Range Sash Heiin) Width 53118" 24" Equal-Ide 12.464 +80.0 -110.0 31" Equal -lite 15.964 +80.0 -110.0 Standard PI-Iew 12.994-15,963 +80.0 -110.0 ®OR 5 Shortest 12 464 - 12.993 +80.0 -110.0 GLASS BITE EquaHite 19.652 +80.0 -110.0 Standard P-tew 15.944 - 19.651 +80.0 -110.0 38-310" Custom Size 15.131 - 15.943 +80.0 -110.0 ®OR 5 GLASS TYPE 10 Custom Size 14.131 - 15.130 +80.0 -110.0 ? H O Shortest 12.464 - 14.130 +80.0 -110.0 O Z Equal4le 22.964 1 +80.0 -110.0 W Custom Size 20.131 - 22.963 +80.0 -110.0 Standard Promew 18.594-20.130 +B0.0 .110.0 45" Custom Size 16.131 - 18 593 +80.0 -110.0 Custom Size 15.131 - 16.130 +80.0 -110.0 .UN Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.466 - 14.130 +80.0 -110.0 > i EquaHite 24.964 +80.0 -110.0 Custom Size 22.131 - 24.963 +80.0 -110.0 Standard Pnoraw X1.194 - 22.130 +80.0 -110.0 49" Custom Size 18.131 - 20.193 +80.0 1 -110.0 Custom Size 16.131 - 18.130 +80.0 -110.0 LLO Custom Size 14.131 - 16.130 +80.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 a - EquaHite 25.777 +80.0 -110.0 n �- Custarn Size 24.131 - 25.776 +80.0 -110.0 Standard Pro 25647 24.130 +80.0 -110.0 0 Custom Size 20.131 843 +80.0 -110.0 ~ 5/8 Custom Size 18.131 .130 +80.0 -110.0 taagS Custard Size 18.131 130 +80.0 -1100 Custom Size 14.131 .130 +80.0 -1100 = Shortest 12.464.130 +80.0 -110.0EquaHite ! Z 31.+80.0 -110.0 O r Custom Size 28.131 .963 +80.0 -1100 Standard Poniew 25.794 .130 +80.0 -1100 148380,0 � Custom Size 24.131,793 +80.0 -110.063" Custom Size 22.131 .130 +80.0 -1100Custom N Size 20.131 .130 +80 0 -110.0Custom sap Size 18.131 .130 +80.0 -1100 Custom Size 16.131 .130 +80.0 -110.0 Shortest 13.194'.130 +80.0-110.0 EquaHite 38.+80.0 -1100 Custom Slze 36.131 .463 +80.0 -110.0 Custom Size 34.131 - 36.130 +80.0 -110.0 76' Standard Provew 30.994 - 34.130 +80.0 -110.0 Custom Size 30.131 -30.993 +80.0 -110.0 Custom Slze - 30.130 +80.0 -110.0 28.131_30 Shortest 26.196' - 28.130 +80.0 -110.0 EquaHite 42.464 +80.0 .110 0 84" Custom Size 38.131 - 42.463 .80.0 -11 Standard Pro- 34.194- -38.130 +80.0 -11 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 3/16" AN GLASS .090' SG 30 3116" A GLASS zs 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 • • • • • • • • •• ••• •• • • • 3116" HS GLASS .090` SG 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 9 13116"NOM. GLASS STACK .090" SG AIRSPACE W ? 1/8" AN GL HS GLASS 31 74 ®OR 5 112* NOM. EXTERIOR GLASS BITE a 1n ®OR 5 70.73 ®OR 5 GLASS TYPE 10 • • • • • • • • •• ••• •• • • • 3116" HS GLASS .090` SG 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 9 F13116" NOM. GLASS GLASS STACK .090' SG AIRSPACE W ? 118' TP GLASS i/8" HS GLASS 31 74 ®oR 5 112" NOM. EXTERIOR GLASS BITE a 1n ®OR 5 70-73 ®OR 5 GLASS T1PE 12 • • • • • • • • •• ••• •• • • • 3116" HS GLASS .090` SG 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 9 NOM . GLASS I - GLASS STACK 090" SG AI W ? 3116' AN LASS 31 74 ®on 1/2' OM EXTERIE GLASS BITE a 1n ®OR 5 70-73 R* • • • • • • • • •• ••• •• • • • 3116" HS GLASS .090` SG 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 9 • • • •• ••• • • ••• • •• • ••• • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINEbTHE WNDOW S4 • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • • • • • • • • • • is • • •• •• 0.0 • • •• •• ••• • • • ••• • • i �NOM. GLASS GLASS STACK .090" SG AIRSPACE W ? 118" AN GLASS 3/16" AN GLASS 31 74 @5 oR 5 1/2" NOM. EXTERIOR GLASS BITE a 1n ®OR 5 70-73 GLASS TYPE 111 • • • •• ••• • • ••• • •• • ••• • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINEbTHE WNDOW S4 • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • • • • • • • • • • is • • •• •• 0.0 • • •• •• ••• • • • ••• • • i 13/16"NOM. GLASS STACK 0G 90" S AIRSPACE W ? 1/8" TP GLASS 3/16" AN GLASS 31 ]4 55 OR 5 12" NOM. ex� GLASS BITE 1n 70.73 ®OR 5 GLASS TYPE 15 70-73 ®OR 5 GLASS TYPE 13 • • • •• ••• • • ••• • •• • ••• • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINEbTHE WNDOW S4 • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • • • • • • • • • • is • • •• •• 0.0 • • •• •• ••• • • • ••• • • i 13116" NOM. I GLASS STACK .090" SG AIRSPACE W ? 3116" TP GLASS 1/e" HIS GLASS 31 74 ®OR5 Nfa 12"NOM. EXTERIOR GLASS BITE 1n 70.73 ®OR 5 GLASS TYPE 15 • • • •• ••• • • ••• • •• • ••• • • • • • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINEbTHE WNDOW S4 • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • TP= TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED • • • • • • • • • • • • • • • • • • • • is • • •• •• 0.0 • • •• •• ••• • • • ••• • • i 0D L W ? (n n C3 O o 1n } p C9 N a1U0 0 Q ? H O 4n O Z QJ C,a. Z LL'D mi s2 W O r 2 tLi a 00. g "'SLLI J J .UN O > i F Z Z 0 Z 2 LLO t ® LU J 0 = Z taagS 7 U) Q O = W ! Z m O r K U � Q r O N Q a17q sap s �ia5 LYNI 1.%CENSF l�F * •: No. 58705 44/ % 0% S,�ATF 74 %FsS�O /,/11NALLLI� . A LYNN MILLER, P.E. P E 11158705 -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 Glass T e Description (Listed from Exterior to Interior) 1 1/8 -AN, .090" PVB, 1/8" AN SPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1B" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3/16" AN, .090" PVB, 3/16" AN 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN Imp''� 13116" LIG: 3/1(T" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN oN cf Q ,moi �' F- �zm oa z go � w J m LL H 0 U) � J �mnmo©mm©m0©emuuo©©m©nm©© w c� z ,aavS �010�Emummummnmm©um©um©um©nm©© j (p Q Q O Z 0 a U J Z U) � �©ummumnumi7u©ununuunnuumn ©©munmuummunnuuunummunnu t 11wE=NMHE=uuunN0unmuunuuunun©©©©©© r©©m©nm©nm©©©©©©©©©©©©©©© �E1E�EuumuumnNmnnnunnmNNNNNnmu NZ=C=w�uumuummummuuu©©©©©©©©©©© ©©©unuuuuu © ©©o©nm©nm©©©'©©©,©©©', MUM ©nm©nm©Nm©©©©©©©©©©©©;©©© w==C==uumummnumunuuum Nunn un �CE�numuumuumuuuuuunn nun uInn � nnmmnmmummnulmn©lmuumnu'nun E�Ec�nmmnumuummum �mnu �NI®nummuunumunuumulnun unu.uuu mm=E�numuumnumunu nun ngun ��uumuumnumuuuluuu �Nunn nuumunum ��uumunmuumuuunuuumunuuunn ��uumuumummnuunuunuunuunnu � Nnmmum,mum'muNnNunnu mulnu E=CE�uummum,mnmmunnnn'nnunuunnn ��nnmmmmmNmmuummN!mm©mnnmmn N�unm'uumuumuuuuuumuumnnuun ��uun umu num nuu'uuu'nuu mnu nun =�Ncmmmuumnumuumununuu.nuunuN'mnu NEE=E�uumnummumuuunuunnu,nuu'mnn ��nnmmummNmmnmm�©mnn,mnmm�u ��OnmmDDmDDm©©m©©'mnn:mnum©© ��unmmmmmnmmuumuu'mmNmuummu �CEMUz=mummmmuummmuuuuNnnuuumuu ��Num nnm ummumu nuunuu,nnulunu ' ��©mmmmmmmmmmnmNnmmNm©u'muu ��mmm,mmm,mNm mnu,mNu mmumuummn �gmEw�mumuum'uummuuuuuuun inn ummu �_�_a©m,o©mmnmmnnimu©mn©mnmmmN -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 Glass T e Description (Listed from Exterior to Interior) 1 1/8 -AN, .090" PVB, 1/8" AN SPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1B" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3/16" AN, .090" PVB, 3/16" AN 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 7 13116" LIG: 3/1(T" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN ....... . .. .. 1)(IP TO Tp DWIEN610rS $YOMjN. FQR INTEGRAL FIN AND EQUAL -LEG WINDOWS, • eUBTA4•T•1" FROWTHE 1P TO •IP MME►IiION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • 3) FQR RADIUS•TOP WIe01&S, FIND THf:SN1&LtF•ST WINDOW SIZE IN THE TABLE ABOVE • • WHICH THE RP:IN%TO✓i WINDOW WILVCOMJILETfLY FIT WITHIN. • • • • • • • • • • • • 04.0 4) VANDOWS WITH ♦HEOOVVSILL OFfIONARE LII•ITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 *SF. NEGATIVE DEAGN PRMSURES ARE UNAFFECTED. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU ? > w o �a oC14a1� a �N n s o Y o U) 0 U) 3b O N Q J pOp U- c0 m i o� _ W w Z U U V u OJ t ¢ ~ W.�-. J oN cf Q OMO �' F- �zm oa z � w J m LL H 0 U) ® J _ w c� z ,aavS �z j (p Q Q O Z 0 a U J Z U) tV LYNAI o. * No.58705 ?AV10) KF Il' / c•.F(OR... sS'ONAL' �G '1/111111111 A. LYNN MILLER, P P.E.# 58705 "Through -Frame" Instatlation 10" 25" 33" 1 37" 1 41" 1 45" 1 49" 153-1/8' using Glass Types B-15 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Bottom Sash o' ¢ x o:y o: ¢ Sash Height w F DesrnOtion x 'S x 'S x 'S x 3 x W Giva1 Rang e Range (in) $ m — _ — 8 0� B & 31" Standard P—Pmtiew S 11. Equal -lite Standard ProNew 38-3/8" Custom Size Custom Size Shortest Equal -lite Custom Size Standard PmMe 45" Custom Size Custom Size Custom Size Shortest Equal -lite Custom Size Standard P—ew 49" Custom Size Custom Size Custom Size E Shortest 5EquaHita Custom Size Standard P­ 50-5/8", ro•,lew50.5/8" Custom Sire WRIMr MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 �wm�©©o©©o©©o©©©©©©©©©©©©©©© 11 13/16" UG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 13 ��©©o©©o©©o©©©©©©©©©,©©©o©© 14 13/16" LIG' 3/16" AN CAP ,AIRSPACE, 1/8" HS, .090" SG, 118" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 118" HS Of ��EH�©©o©©o©©o©©©©©©©©©o©©o©© j N Z a 0 JO N LL ®M�UHUUHno©oo©©o©©o©©a©©o©© O Z 17 ttoo Vr =U Ra U m ®J � d u ��MuUnno©©o©©©©©©©o©©o©©o©i Q ~O ^ J 7M0 ; Y m��CME=©©o©©o©©o©©©©©©©o©,©o©©o©'i O Z O1 ©©o©MURR©©©©©©o©©o©©o© l�F=.-,O=Muuuuuuuuuuuu;oun�nuunuunum, ©©o© UUMUU©©©©©©©©o©oo© _5 ��=ff=©©o©©o©©o'©©©;©©©©©©o©©oo©. to ® m W J ��w==©©o©©o©©o©©©,©©©o©©o©©oo© Zz F Z 1.574$ � a o o Z) D: a ®��■nnuuou©oo©o©,©o©©o©,©o©©©© ��MM=©oo©oo©oo©o©©o©©o©;oo©o©© X: n U Q U 2 0) MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13/16" UG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13/16" UG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 13 13116" UG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 14 13/16" LIG' 3/16" AN CAP ,AIRSPACE, 1/8" HS, .090" SG, 118" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 118" HS •• ••• • • • • • •• . .•••••• •00 41 Is 0 0 000 0 )•FIP TO 79P CAME19SIO01S MOWN. Ill INTEIII FIN AND EQUAL -LEG WINDOWS, • al TRACE 1" FAIR THE 11P TO•FIP %IM&XiON IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. •• ••• • • ••• • • 3) FOR RADIATOP WINDOWS, FIND TH:Sf*LLWT WINDOW SIZE IN THE TABLE ABOVE • • WHICH THE RTC: TOP WIDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • is • • • • • • 4) LOWS WITH4HE•LQ1A SILL O�f10* AFS LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF r65�SF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v do Y W ? > 6 o (n ^aa O �o O } raloe 0 C� N i Of 0 j N Z a 0 JO N LL W O Z 17 ttoo Vr =U Ra U m ®J � d u Q ~O ^ J 7M0 ; Y O Z O1 Z (� W J m r - W O _5 to ® m W J Zz F Z 1.574$ � a o o Z) D: a o X: n U Q U 2 0) a�„1 Q -sans ,.eq /, ANY LYNN" , �•��. tCENSF �(�� * : No. 58705 $ OF '•.FC ORIDP.•'\��� / /OINAL S, ` A. LINA! fuI LA, P.E. P.E.# 58705 INSTALLATION OPTION 1 EDGE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS - - -- -- Main. Edge Min. Embedment Di INSTALLATION OPTION 2 INSTALLATION OPTION 3 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 nrin. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. 3/8" r --r---- ----- I _ to EMBEDMENT SEE NOTE 2, THIS SHEET. EMBEDMENT }- _ F— —1 2-1/2" 1/4" MAX SHIM 1/4" MAX SHIM P.T. Southern Pine (SG --0.55) F- C_> EMBED- I T— -I_—__ — EDGE J Q 4 SASH VISIBLE 17 LIGHT WIDTH ° ° EDGE 1/4" Steel DISTANCE 2-1/2" 1-1/4" Ultracon DISTANCE — — 114" MAX SHIM — -- 1 19 rn ® W ---_—L_-J FIXED VISIBLE LIGHT WIDTH 0 • ° 1 SEE TABLE ° U laa4s U NOTE B, FOR L yC Qo 18 HEAD TYPE .° W O . _Z TYP. ANCHOR TYPE, = U 44 J v% EMBEDMENT AND Q aq'1 LL —sap s 175 °' EDGE DISTANCE PER • d SUBSTRATE,SEE TABLE 8. l 31 5 R 58 45 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, SEE TABLE 8. - 46 13 6 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. SHIM VERTICAL SECTION B -B EXTERIOR V TIP TO TIP WIDTH HORIZONTAL SECTION A -A 1/4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAYBE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Main. Edge Min. Embedment Di P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 nrin. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Q Steel Stud, Gr. 33 min. 3/8" 0.045" (VGa)* to Concrete (min. 3.35 ksi) V 1.4/4" 1/4" SS CreteFk Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/1-. eFx P.T. Southern Pine (SG --0.55) 1" 1-11/8" • J Q Concrete (min. 2.85 ksi) V 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) 1" • - /8 • TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT2 i 3.78" @SASH: TIP TO TIP HEIGHT/2 - 11.93" HEIGHT (CUSTOM SASH) @FIXEDLITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" @SASH: SASH _HEIGHT 4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 11 MAS&NRY APNCF90RS IIIPI9 BE USED INTO WOOD AS PER TABLE • •AL�WD UCRS LSS THAN 1-12" THICK ARE TO BE • • N DE ED xI ST �P.TIONS. iX WOOD BUCKS ARE OPTIONAL • • IG UhV 14NS LI D DIFiEGTLY TO SUBSTRATE. WOOD BUCKS • •CkEPICT&D AS,6X VE I&I62" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR • ARCHITJECT OF RWRPI • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • •� VI�BL�LIGHT WI�TFt Oft HEv-iHT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYOt IS• • • • 44YL GHiOP6NIW) IS MF�SLWED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS' • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lu p 2i nay � w O 1n n C7 N z w a'°p O K Q O g a 2 to Z pJ 0 n Z LL (Op m i W •� O n U U_o ®� u mUo ON OMp Z OD OD Z Q W 1 J Q Z o U Z Q 0 LL O rn ® W Z O a 0 F - Z U laa4s U � L yC Qo O W O _Z Z = U J J v% Q aq'1 LL —sap s 175 \\\\ 111141 I I//J� \ NLYNN L G NSF /' No.58705 OF S,... .. �G NAL111111W11 A. LYNN MILLER, P E. REM 58705 INSTALLATION Substrate —DADE COMPLIANT ALUMINUM/STEEL FRAMING OPTION 1 EDGE DISTANCE Distance ANCHORED THROUGH r PROPERTIES, TABLE 8. FRAME INTO 2X WOOD INSTALLATION EQUAL FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. LEG/BOX FRAME FRAME INTO METAL �EMBED- MENT I— EDGE I- DISTANCE 0.063" OJo Z c(0 b� 1/4" MAX SHIM 3/8" 0.045" (WQa)• • Concrete (min. 3.35 ksi) 1" 1- 4" 1/4" SS TTVP. SEE TABLE •• CreteFk x eF 3 NOTE B, FOR V. __-1-1/4"41 1-9/81' • HEAD TYPE Concrete (min. 2.85 ksi) 18 30 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) ANCHOR TYPE, FIXED Ultracon EMBEDMENTAND VISIBLE T-3/8"• • • EDGE DISTANCE PER LIGHT Z U) SUBSTRATE,SEE HEIGHT TABLE 8. 0 O z 32 QO it U TYP. ANCHOR TYPE, _ 45 EMBEDMENT AND EDGE w s:�ri s DISTANCE PER SUBSTRATE, 14 fir' L\GENSF F SEE TABLE 8. *.: No. 58705 og X44/ 46 43 11 A. LYNN MILLER, P.E. BUCK 13 HEIGHT 83 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEI H� EXTERIOR a OPTIONAL HI -RISE SILL SHOWN. SEE 1" WEEP 42 SHEET 10 FOR NOTCH AT STANDARD SILL. EACH END 4" MAX. SHIM NO ANCHORS , REQUIRED IN , FLANGE OR • c , EQUAL -LEG a , FRAME SILLS , VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. �}— EMBEDMENT �II �— 114" MAX SHIM FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4" MAX SHIM I+— SASH VISIBLE —I 17 EDGE LIGHT WIDTH 'I DISTANCE I,' a li 31 R 5B I= BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A �-{ 114" MAX. SHIM APPROVED MULLION, FBC Substrate —DADE COMPLIANT ALUMINUM/STEEL FRAMING • • OR STEEL STUD. MAY BE VERTICAL OR Distance HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. 9/16" INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN 0.063" Anchor Substrate Min. Edge Min. Embedment • • • • • Distance • Southern Pine (SG=0.55) 9/16" 1-3/8" #12P.T. Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 188-8-8 or 410 SS Screw A36 Steel 3/8" 0.063" OJo Z c(0 b� Steel Stud, Gr. 33 min. 3/8" 0.045" (WQa)• • Concrete (min. 3.35 ksi) 1" 1- 4" 1/4" SS Ungrouted CMU, (ASTM C-90) 2-1/2" •• CreteFk x eF P.T. Southern Pine (SG=0.55) V. __-1-1/4"41 1-9/81' • 0% Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) 1" T-3/8"• • • TVP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH -4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT12 +4.28" @SASH: BUCK HEIGHT2 -11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. • • • 2,MASONRY A•ICHDRS WA BE USED INTO WOOD AS PER TABLE • • 8•ALL•WOED 19UCRS LUSS THAN 1-12"THICK ARE TO BE • •�.�y,N E D n( IIIIIST/RLATIONS. 1X WOOD BUCKS ARE OPTIONAL • • • dN 44S C- D DIAKLY TO SUBSTRATE. WOOD BUCKS • • PI FbD AS E VJ? HICK OR GREATER. 1X AND 2X BUCKS •• (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR • AIRRCHITECT OF RECORD.A) MIN OF 3 THREADS BEYOND • GHT HT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS EN JAMBS. METAL ANHEX/FLAT HEAD TYFE S• • • • •D;YL�iH! OI SNI Nr,) -IB MEISUJED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN HE HEAD. • • • • • • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONSS • • • • • • • • • • • • • • • • p as g O C7 C'4 o ?m a'oo O crC Q O M a p 1n Z OJo Z c(0 b� • • • • • • • • • • • •• •• • • • •• •• 0% • • • ••• • • LU = Y rn >_ w o 0 p as g O C7 C'4 o ?m a'oo O crC Q O M a p 1n Z OJo Z c(0 b� w = W U Utu Jr e 00 F LU Z O U Z O LL C m ® W W J U Z U) Lu U) X 'a 0 O z -1 QO it U ¢ _ allyl w s:�ri s I.I//�/// \\\\\1\\II LYNN . fir' L\GENSF F *.: No. 58705 og X44/ : (� '.'t ORIDP' S /0NA1-E?G��• A. LYNN MILLER, P.E. P k 58705 27 �D FIXED VISIBLE LIGHT HEIGHT 1 8_\[43 BUCK HEIGHT 63 SASH VISIBLE LIGHT HEIGHT EXTERIOR i6 WE1"EP 42 NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE: SEE TABLE 9. (SCREW SHOWN) � EDGE DISTANCE EMBEDMENT i EDGE DISTANCE �1f4•• EMBEDMENT SHIM '— TIP. —TIP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS 77 ') STANDARD SILL SHOWN, SEE 33 PREVIOUS SHEET 8 FOR OPTIONAL HI -RISE SILL. 1/4" MAX ]J SHIM 7T EDGE DIS EMBEDMENT[--- VERTICAL MBEDMENT VERTICAL SECTION D -D 114" MAX SHIM FIXED VISIBLE LIGHT WIDTH 1/4" MAX SHAM SASH VISIBLE LIGHT WIDTH I' 31 ��5 pR 56 BUCK WIDTH HORIZONTAL SECTION C -C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING 1!4" MAX. SHIM STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL A) MIN, UFJ 1 HHtAUSBtYUNU I Ht MtIALSU1 I"It. - - -- - - - EDGE DISTANCE EMBEDMENT I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL, SEE SHEETS 7 OR B FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITEBUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT12 +4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FUCED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES: • • 1)!)•E ONLY SUBSTRATE -APPROPRIATE • • ANCHORS LISTED ON TABLE 9. FOLLOW * • EMBEDMENT AND EDGE DISTANCE LIMITS. ANY IN%ELATION OPTION SHOWN MAY BE USED p�INY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • LU Min. Edge Min. Anchor Substrate a"w 9mgymegi 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55) • 5/16"• 0 • 214380 • 00 • 2-112" x .131" Common Nail P.T. Southern Pine (SG=0.55) • 3!a • • 2.134 • 2-1/2" x .145" Roofing Nail P.T Southern Pine (SG=0.55) • W � 43 • 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 uj i a Z O Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel Trusshead Screw or Aluminum, 6063-T5 mi 0.125 #12 Steel, 18-8 or 410 SS rO.125" 0.050" A36 Steel • ,5116- •5116" • 0.D5• Screw 8 Ga) Steel Stud, Gr. 3 rryn. •5116"• • fyp4 A) MIN, UFJ 1 HHtAUSBtYUNU I Ht MtIALSU1 I"It. - - -- - - - EDGE DISTANCE EMBEDMENT I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL, SEE SHEETS 7 OR B FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITEBUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT12 +4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FUCED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES: • • 1)!)•E ONLY SUBSTRATE -APPROPRIATE • • ANCHORS LISTED ON TABLE 9. FOLLOW * • EMBEDMENT AND EDGE DISTANCE LIMITS. ANY IN%ELATION OPTION SHOWN MAY BE USED p�INY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • LU � w 0 O o N } 2 C °I°p O to 0 � o O N sm Oa� Z Q O Z O 1, p w Z - !? W � O r U_oV Ud o� J U ep n uj i a Z O J on ON W n 7 Q a Z Z O rn ® N W W W U) o Z X Z O Q c Z 2 (9 U J Z all�L 'sap s f17j NY LYN o N %1 * : No.58705 .O $ ST E .•' (V� ' �ONAL,E? , A. LYNN MILLER, P.E. P.E.# 58705 2.848" 2.848" T T f .062" 1.125" 2.848- 2Al2" 146x" T 987" .062" -� .062 .062" + tO FLANGE FRAME HEAD 2.798" 2.841 .062" r� O FLANGE FRAME SILL --�{ 1.300" .170 2.150" 2 INTEGRAL FIN FRAME HEAD 2.798" 3.466" 062" 1.125" 1 O EQUAL LEG FRAME HEAD 2.798" 2.341" .062" O EQUAL LEG FRAME SILL Oe INTEGRAL FIN FRAME SILL 2.273" 2.772 062" 1.300•' Is SASH SASH TOP RAIL (S FIXED MEETING RAIL is IASI BOTTOM RAIL 2 560" 062" 2.724" t O FLANGE FRAME JAMB 2.798" 3.508" .062" FLANGE FRAME SILL 0 HI -RISE 2.273" �I 2.105•, .062" 1.235" .062" 1.30x. Imo- 1.300" to SASH BOTTOM RAIL t7 SASH SIDE RAIL �+.0 522" --1 "1 111- .+ --1 .634" .465"� .�617" 62pO4O' 70I I 02" 813" 1370" 2".070" 045" to HEAD SASH 1e SASH STOP COVER ® IG BEAD zse IG SNAP BEAD 0 5/16" LAMI BEAD COVER 3.185" 062" 2.724" OINTEGRAL FIN FRAME JAMB 2.798" 3" tt INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 114" NOM. WITH DESICCANT EXT.GLASS INT.GLASS 70 KODISPACE 4SG TPS 2.060" �J .062" 2.724" O EQUAL LEG FRAME JAMB 2.798" --�{ 3.008" 062" OEQUAL LEG FRAME 72 SILL HI -RISE HOT -MELT BUT STRUCTURAL 3116" NOW SILICONE FOAM WITH DESICCANT EXT.GLASS INT. GLASS 71 SUPER SPACER' NXT TM •• ••• • • • • • •• • ALUIN11NIRM • • • i • DESICCANTFILL FgLYISOBUTYLENE • �tEINFO �G�ME� • • • SEAL 5/16' NOM. --1496"�+- } • • • • • • FRILL -FORMED SILICONE SEAL T • • BL�,t& I • • • TPIESS STEEL 602" DESICCANT FOAM EXT.GLASS • • EX;.�WSS • • • • .050" • • • • • • • • • • • • • • T. GLASS • • INT. GLASS 27 7/16" LAMI BEAD • • • • • • • • • • i • • • • : • 72 DUE•WSL�.L®SPACER• • • • • • 73 XL EDGE7M SPACER 0:0 •• • w • • 0:0 •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • No.58705 --G d Q'1 �O�'. SAT 10F (V� A. LYNN MILLER, P.E. P.E.# 58705 W ? yY� vi o 5 .�aa o o 'o clop C}7 i m ¢O ay QLL O Z LL Leo °D o W 79 O n bu U U o ®' � ... F9p u n LU ~ LU �_ ¢ oN :1M0 On ¢ F- Z o Z 0 Z = LL O o � ® W J 0 Z N laay O Z O ¢ O O it w U = U) ¢ a�p1 W sap 777, No.58705 --G d Q'1 �O�'. SAT 10F (V� A. LYNN MILLER, P.E. P.E.# 58705 Item PGT Part# Description Material 1 642001 Head, Flange Alum. 6063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A o� U U d e Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal4eg Alum. 6063-T6 6A W Jamb, Equal4eg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A -T61 14 624005 Fixed Meeting Rail Alum. 60O5A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Co\er Alum. 6063-T6 19 624015 Sash Slop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 BTP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/8" X 1/2" X4") Neoprene 35A I IG Setting Block (1/8" X 3/4" X 4") Neoprene 35B 1 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X .18T', Fin Seal (@ Top Sash Rail) 46 %odes Balance with Coler & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TPS See Sheet 71 - Quanex Super Spacer nXT 10 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899 or GE 7700 Backbedding Silicone JAMB ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB SASH BOTTOM RAIL INTERIOR • • • OTRBLE 10: MATERIAL PROPERTIES USED r • • • • 1 • • FOR ANCHORAGE CALCULATIONS: 1 • • • • • • Material Min. Fy I Min. 1 • • • • • • 1 • • • • • elk Steel Screw 1 92 ksi 1 120 NOTES: •• ••• • • ••00• 1) ALL CORNERS TO USE GASKET AND/OR SF6LAgQ. 0 • 0 • • • • 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . V Y W ? > 0 (n o o U)) w 0 rN i y O �, O Z Z OJT Z LL t�D U-1 o o� U U d e J ° «Ba H Lu ? i a °N W Q Amo Z o V Z Z J LL _ O � ¢ ® ry J W 17 o Baas = Z LU ~ U Z IX o 0 L) o cc.2 Z _ 0 I _j O y Q M \\\\\Ill lllllllii Q<JY LYNtV �• "'X \GENS ••.,C� i N0.58705 WTor. .0U �l 111111111\\ A, LYNN MILLER, P.E. P.E.# 58705