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WS-19-64Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -01-19-64 Permit Type: Windows/Shutters ol�classification: Window/Door Replacement Permit Status: Approved Issue Date: 02/04/2019 Expiration: 07/09/2019 Parcel Number 10642 NE 11TH AVE, Miami Shores, FL 33138 1122320280660 :ontacts JOSEPH & NUHA WAKIM Owner SUPERIOR STORM SOLUTIONS, INC Contractor 10642 NE 11 AVE, MIAMI SHORES, FL 331382121 JORGE L II RIOS 4237 NW 37 AVE, MIAMI, FL 33142 Business: 3056388420 ns ecti Description: REPLACE 12 WINDOWS TO IMPACT WINDOWS. Valuation: $ 16,000.00 Ion Requests: 762 4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.20 Scanning Fee $12.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $131.30 Payments Date Paid Amt Paid Total Fees $131.30 Credit Card 02/04/2019 $81.30 Credit Card 01/10/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the is to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto an m strict c nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accept' g this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are req ' ed for ELECTRI AL, PLUMBING\, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A DAV i that all the fort information is acC4rate and that all work will be done in compliance with all applicable laws regulating c nst ion d z g. Futhermore, 1 fort, ' e the aboveVam pT t actor to do the work stated. Authorized Signature: OwneV\ \ �\)f(cant / Congactor \ Agent Date February 04, 2019 // J Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED 4JA 10 2019 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 13y' Tel: (305) 795-2204 Fax: (305) 756-8972 �) INSPECTION LINE PHONE NUMBER: (305) 762-4949 �J FBC 20 fl� Master Permit No. WSJ �b — Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 106 4 2 NE 1k Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11- 2252 -029 - 06(00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -Soseo�a wak�m Phone#: Address: 106A2 NE 11 Ave— City: Li; nvv► i Tenant/Lessee Name: Email: State: 1- L Zip: 331.3% Phone#: CONTRACTOR: Company Name: Q1AQe-1L01( JJoym JnU"VIS Phone#: 3O5 -63%-$e;20 Address: g237 NW 3-7 Ave - City: Aiavnl State: IPL Zip: 3?51y 2 Qualifier Name: L Q►oc Phone#: 3bS- 638 -8q 20 State Certification or Registration #: M-1?1115►y09 Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: (� City: State: Zip: Value of Work for this Permit: $ `J Square/Linear Footage of Work: Type of Work: ❑ Addition ElAlteration IDNew ❑ Repair/Replace ❑ Demolition Description of Work: &i kao-e. 12 wtv f)ow5 'to iMg' �A wly-Jo&)s Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ • '30 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 promise in good faith that a copy of the notice of commencement and construction lien law brc whose property is subject to attachment. Also, a certified copy of the recorded notice of c m n for the first inspection which occurs seven (7) days after the building permit is issueIn h► inspection will not be appkved and a reinspection fee will be charged. Sign AGENT The foregoing instrumen s acknowledged before me this e7or� J�; d1hy o� 1 20 by L111- ��wh is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature The foregoing ii c-1-1;— day me or who has produced $2500, the applicant must be delivered to the person ►st be posted at the job site of such posted notice, the acknowledged before rj�e this �iL� 20, by identification and who did take an oath. NOTARY PUBLIC: known to as Sign: Sign: Print: ,. Print:S BARBARA MARIA RI08 Seal: """ Seal: ;b�'" p`":;• ,� P,e BARBARA MARIA RIOS + r �- Notary Public - State of Florida ,' ; �. Notary Public - State of Florida • = Commission M FF 219317 ! ' • • `� Commission # FF 219317 My Comm. Expires Apr 12, 2019My Comm. Expires Apr 12.2019 dedtlMeuphlift fNMlMj!>r*************** b.: , APPROVED BY ' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 H E OP R""U" P E R T'*Y'g A TOPP R A I S E R .U F I U U Iiiii'l Summary Report Property Information Folio: 11-2232-028-0660 Property Address: 10642 NE 11 AVE Miami Shores, FL 33138-2121 Owner JOSEPH WAKIM &W NUHA Mailing Address 10642 NE 11 AVE MIAMI SHORES, FL 33138-2121 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,729 Sq. Ft Lot Size 9,750 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $239,085 $239,085 $177,606 Building Value $101,665 $101,665 $101,665 XF Value $1,215 $1,230 $1,245 Market Value $341,965 $341,980 $280,516 Assessed Value $194,766 $190,761 $186,838 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $147,199 $151,219 $93,678 Cap Reduction $136,838 School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $50,000 Taxable Value $144,766 $140,761 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 16 BLK 4 LOT SIZE 75.000 X 130 OR 20439-0343 05 2002 1 Generated On : 1/10/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $144,7661 $140,761 $136,838 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $169,766 $165,761 $161,838 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $144,766 $140,761 $136,838 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $144,766 $140,761 $136,838 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2002 $219,000 20439-0343 Sales which are qualified 11/01/1988 $95,000 13924-0023 Sales which are qualified 10/01/1976 $42,000 00000-00000 Sales which are qualified 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: https://www.miamidade.gov/propertysearch/ 1/10/2019 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 responsibilit ,f` th`e 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 /nspection, is for the verification of conformance with Product iproval (NOA . r now)edg ment: 1 Qualifier/O er _1 pature Date Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009,11/17/2014 11 1 IBedroom I 13 ® Bathroom k � N z o � Opening # Size Type Zone Wind Pressure 1 52 3/8 x 50 Horizontal R. 5 +43.0-55.0 LO Garage 2 119 5/8 x 61 1/2 Horizontal R. 4 +40.0-44.0 �{ 3 Existing to remain v 4 73 x 62 1/2 Horizontal R. 5 +40.0-50.0 10 9 8 5 30 x 54 3/8 Horizontal R. 5 +43.0-55.0 6 18 1/4 x 36 1/2 Single Hung 4 +45.0-48.0 7 18 x 36 1/2 Single Hung 4 +45.0 -48.0 Dining Room Kitchen 8 Existing to remain f — — — — — 7 9 34 3/8 x 50 Horizontal Roller 4 +43.0-46.0 1 Bathroom 10 105 x 61 7/8 Horizontal R. 4 +40.0-44.0 6 11 36 3/8 x 50 118 Horizontal R. 5 +43.0-55.0 — — — — — 12 36 5/8 x 50 1/8 Casement 5 +43.0-55.0 13 18 1/4 x 38 Single Hung 4 +45.0-48.0 1 14 36 3/8 x 50 3/8 Horizontal R. 5 +43.0-55.0 Living Room I Bedroom 5 1 I 2 3 4 14 Bedroom 1 1 Front N NOA# :C,--4—� I ' PGT Horizontal Roller 18-0627.01 C-1} PGT Single Hung 18-0430.06 PGT Casement 17-0614.14 47— I FOLIO: 11-2232-028-0660 •• • Sub -Division: MIAMI SHORES ESTS OWNER: JOSEPH WAKIM &W NUHA • • PROP. ADDR: 10642 NE 11 AVE Miami Shores, FL 33138 • • All Bedroom Windows meet egress • • • • • ALL WINDOWS BRONZE FRAME • • • • • • • • IDEMIMATK)IN ALAN:• •.• .... ....... . . ..... . .. . . ...... . .... .... . . .... . 4 V.M. Engineering, Inc. C.A. 27633 1 127R SW 153 PI._ Miami_ FI._ 33196 WALL COMPONENTS & CLADDING WIND PRESSURES (ASCE 7-10, FBCB-17) YIDWALLCC H-60, © Copyright M. Villanueva 2018 [Fig 30.4-1] ROOF 00 = <=10 0.9 Kzt = 1.00 COUNTY= DADE RISK CATEGORY = II Kd = 0.85 Exposure =DD Gcpi= = 0.18 V[mi/hr]= EiE 136 0.775 h Kh qh EWA 10 20 50 80 100 200 300 500 EWA[ qh ZONE Pw [PsB PW Ips/1 PW PW IPstl [PSI PW IPsfl Ift] [psfl PW Pw Pw Ipsq [PSI [P.1 ZONE [psq 4 �8-46 �4 -42 -42 -40 -37 4 15 1.03 41.24 5 �i9 -55 �i0 -48 -46 1-39 -42 -40 -37 5 41.24 38 4&5 4&5 45 43 40 39 36 35 33 4 -61 -49 �6 -46 -44 �2 -41 -39 4 20 1.08 43.35 5 -62 -68 -63 -60 -49 �4 -42 -39 5 43.35 1 40 4&5 4&5 47 45 1 42 1 41 38 37 35 4 -63 -46 1 -46 -43 -42 -41 4 *0*1 25 1.13 45.07 5 -65 -61 v5 -6,2 -61 -46 -44 . 4W 5 0 45.01 1 42 4&5 4&5 49 47 1 1 44 42 1 39 1 38 4 �4 -52 -49 -48 -47 -45 �4 .4R. • • 4 30 1.16 46.52 5 -67 -63 -57 �4 -52 -48 -45 . • • 111 5 46.52 43 4&5 4&5 50 48 45 44 41 39 *4(%6* 4 -64 -61 -49 -48 -46 -45 �•3. • . 4 35 1.19 47.78 1-66 5 -69 �4 -58 -65 -54 -49 -46 • • • 5 070713 44 4&5 • • • 4&5 52 49 46 45 42 40 19019, • 4 -67 -66 -62 -60 -49 -47 -46 •44• • • 4 • 40 1.22 48.91 5 -70 -66 -60 -66 -55 -60 -47 5 48.91 45 4&5 4&5 53 50 47 46 43 41 9 40 • 4 -69 -67 -" -62 -61 -49 -48 -46? 4 • 50 1.27 50.84 5 -73 -68 -62 -69 -57 -52 -49 -46 5 80" 47 4&5 4&5 55 52 49 48 44 43 41 ALTERNATIVE WIND PRESSURES FOR BLDGS WITH 60'< h < 90' AND hNV < 1 [30.6.2, EXCEPTION] 4 -63 -s0 -65 -65 -62 -60 -49 4 70 1.35 53.90 5 -78 -72466 -62 r52 -60 -a5 -62 -49 5 53.90 1 4&5 58 56 50 50 47 46 44 4&5 4 466 -63J-76 -60 -68 -67 �4 -63 -61 4 90 1.41 56.31 5 $1 -69 -65 -63 -68 -56 -61 5 56.314&5 61 5 55 53 49 48 46 52 4&5 = 10 20 50 80 100 200 300 500 =EWA NOTES: (..) refers to FBC 2017 & [... ] refers to ASCE 7-10 h= Mean Roof Height Kh= Exposure Coeff. [T30.3-1 & T26.9.1] qh= Velocity Pressure [Eq 30.3.11 EWA= Effective Wind Area [ 26.2] pw--(GCp-Gcpi)•gh [Eq 30.4-1] Gcpi= Internal Pressure Coef. [f26.11-1] Vint= Strength Design Wind Speed (1620.2) Vasd= Nominal Design Wind Speed (1609.3. 1) a=Width of End Zone 5, z [MIN(0.1(B,L),0.4h), MAX(0.04MIN(B or L), 311 a= Max[Min(.1(B,L),0.4h),0.04Min(B,L),3] The external pressure coefficient GC varies between EWA=10 ft2 to 500 ft2 and stays constant beyond those li . %% GCp= External pressure Coeff. Leeward Walls (Negative Pressure) ig 30. 4 -1] ASCE 7-10 or GC = (-1.7532 + 0.3532 LOG(EWA)) GC - -1.2766 + 0.1766 [FwYe ."" '"•."'q L Table 2-1 of ASCE 7-02 Guide Windward Walls (Positive Pressure) GCp5 = GCp4= 1.1766 - 0.1766 LOG(EWA) C:\Usem\MorgaMDocuments%Projects 20181,Superior Storm SolutionsMOWALLCC H -60 -PRESSURES a MIAMI-D1ADE MIAMI -DARE COUNTY oW 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.miamidade.*ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Prodaot.Control Section that this product or material fails to meet the requirements of the applicable-builel ung coda.• • • * • • .... This product is approved as described herein, and has been designed to comply VAth the Flo .t ilding •, ..... . Code, including the High Velocity Hurricane Zone.- ...... . DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window - L•l�j,; • • • • APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Wi nOow Delsifs " ILM & • • • • SM", sheets I through I I of 11, dated 08/08/12, with revision C dated 05/25/17, pfitp2fdd by ipthttfacturee, • • • • signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County'Vrouuct Cont?&Mevisiorl stamp with the Notice of Acceptance number and expiration date by the MiaFi-);aae 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 logos 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# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 MIAMwaoE COUNTYM Expiration Date: April 11, 2023 G1�& 117 Approval Date: September 14, 2017 Page 1 ti PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer sy%temgpd XL EdgeTM spacer system at insulated glass, prepared by FenestrafloruTesting L2bbrator3P,' • • ; • Inc., Test Reports No. FTL-8717, FTL-8968 and FTZ, ; `.:Q,. date6 • A A16/ 15J • • 6 ; • 06/07/16 and 06/02/16 respectively, all signed and sealed by Id41RL.0rtega, l:.E. • (Submitted under previous NOA No. 16-0629.21) • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0000 • •; • • • 2) Uniform Static Air Pressure Test, Loading ** *f VC, TAS702-94 3) Water Resistance Test, per FBC, TAS 202-9g.... • 4) Large Missile Impact Test per FBC, TAS 201-94: ....:. 5) Cyclic Wind Pressure Loading per FBC, TAS ZOI-94 • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TIAS 202 -SK •. • along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 Manuel P .E. Product Contro Exa ner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 011 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and with FBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • • • 3. Proposal No. 16-0125 issued by the Product Control Section, ctitedeVarch 09 * 2016, • • • • ; • signed by Ishaq Chanda, P.E. ...... . ...... (Submitted under previous NOA No. 16-0629.21) • ; • G. OTHERS •••• •�••• 1. Notice of Acceptance No. 16-0629.21, issued to PGT IndustriL??, xU: for thth'8eries • •' • • • "CA -740" Outswing Aluminum. Casement Window - L.M.I." q*Q*-2,*6*ed on b$Zi1/16 and expiring on 04/11/18. ' ' • . . . . ...... E-2 Manuel P e P.E. Product Contro x iner NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT 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 WIND43ORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1.12' THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' 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 ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El3DO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU 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 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) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TARI F I - Glace Types Sheet # 1 5118' Lami (118 An - .090" PVB -118 An) 5 2 7/16" Lami (3/16 An -.OW SG - 3118 An) 6 3 7/16" Lemi (3/18 HIS -.090' SG. 3116 HS) 7 4 716° Lami. IG(1/8' An - 7116' Air - 118' An - .090' PVB - 1/8" An) 5 5 716" Lami. IG (116• T- 7116" Air -118" An -09D" PVB -118" An) 8 8 7/8" Lami. IG (3/18' An - 114' Air . 3116' An -090' SG - 3116' An) 9 7 7/11' Lami. 10 (3/18' An -114' Air - 311(' HIS -.09T SG •3118' HS) 7 8 7/8' Lami. IG (3116' 7.114" Air - 3/18 An -.OBD' SG -1`16" An) 8 9 7/8' Lami. IG (3116" T. 1/4' Alr - 3116' HS - .090' SG -3/16' HS) 7 'PVB'- TROSIFOL ZVEI BY KURARAY AMEKK;A, IW. 'SG—SENTRYG BY KURARAYAh1ERICA INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5.9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 9nNATED GLASS STACK L� GLASS STACK I - 1'r .090• TROSFOLePVB SY KLIRARAY AMERICA, INC. 3T WIDTH 25.476' MAX. O.C. IF WIDTH ISW39GLAZ F ILEO UNDER 33.476' (HEAD & SILL EXTERIOR4'MAX.B, SEE SHEET 2 SS BRE 17-12' r.—i\------- --� MAX. 32 A i \ A..EEE 2 O.C. GLASS TYPE t e 7n IAkTED GLASS STACK SII GLASS STACK • I j \ \ I rL / / / SOP SY KURARAY 3I1B' ANNEALEDOR .090• AMERICA INC. NEATSTRENGTHENED GLASS y16' AtdEALED OR I HEATSTRENGTHE EXTERIOR3B GLASS a ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... r HEIGHT ASSEMBLY DETAILS/BOM.............. 900 „!18' GLASS BITE GLASS TYPES 2 & 3 69' VISIBLEANNEALED LIGHT HEIGHT (DLO) • I j \ \ I rL / / / GENERAL NOTES ................... _........ MAX e. O.C. . USE ANCHOR PAIR AT EACH JAMS F HEIGHT IS 26' OR OVER 76• 7q' NDN. GLASS STACK VIrAIRSP 117TSEAANNE LEDOR GLASS 38 <3 37 1 718• MOsI 5118• S STACK CLASS STACK GLASS SMACK 1!4'AMFALED GLASS .090' TROSIFOLePVe IW AIRSPACE BY KURARAY AMERICA, INC A GLASS �tre• ANNEALED 38 11118' GLASS BRE I INSTALLATION ................................. I 7n8 LAM WTED _ GLASS STACK 3n8'AWEALED-STRENGT OR >--,HEAT EN GLASS .090" Se BY KURARAY AMERICA, INC. HEAT- -rWNG HEN HEAT-srREND1HErf0GLwss SS BffE ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 • HEIGHT ASSEMBLY DETAILS/BOM.............. 900 EXTRUSIONSISPACER ....................?7 • W 32 so I GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 y 7VNOM. 11 GLASS STACK VILA. TACK TACKHATED GLASS 14F, F,- NO GLASS t .r/ATSTRENGTHENA 4' MAX 11 14-12' MAX. O.C. IF WIDTH IS 33.476' & OVER (HEAD & SILL) I PE30'NG(DL I SISUE ONWG(DLO) —tel TYP. ELEVATION OF CASEMENT WINDOW •2017 FLORIDA BUILDING CODE (FBC), 5TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E13DD-04 aANSVAF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, AMI -2015 •AISI 5100.12 •AISC 350-10 'N • �1FC'�YF tt � i • * . • • No. W05 • ': • / 771I�II11 L1 • A LYNN NLLER P.E. P.E.# 58703 AN irce-11 1NOVERICE. FL 34275 :94n 480-1600 CC@fIRIGHT M17 iRIEL NG • AM RIGHTS REINIMED • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —AMERICA. INC. 3MT ANNEALED OR —HEAT-STRENGTHEN GLASS 11116' GLASS SITE PRODUCT REVISED 32 5G a c IPlling with the Florida Building Code GLASS TYPES 8 & 9 Eaee/ ..ed By. Dote: Reviion: UPDATED ANCHORAGE By JR 05/25/17 pER FBC 2017. Mem wsed By. Date: Rwison: Description: ""'^" �y GLAZING DETAILS J ROSOWSKI Title: Dote: CASEMENT WINDOW DETAILS - LM 8L SM 08/08/12 Series/Ltodel: Scala:Sheet. Orowin9 No. Re, CA -740 NTS 1 OF 11 MD-CA740-LM C • • GENERAL NOTES ................... _........ 1 ELEVATION....................................... 1 GLAZING DETAILS ........................... 1 • INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 • DESIGN PRESSURES ........ .............4-9 ASSEMBLY DETAILS/BOM.............. 900 EXTRUSIONSISPACER ....................?7 • 'N • �1FC'�YF tt � i • * . • • No. W05 • ': • / 771I�II11 L1 • A LYNN NLLER P.E. P.E.# 58703 AN irce-11 1NOVERICE. FL 34275 :94n 480-1600 CC@fIRIGHT M17 iRIEL NG • AM RIGHTS REINIMED • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —AMERICA. INC. 3MT ANNEALED OR —HEAT-STRENGTHEN GLASS 11116' GLASS SITE PRODUCT REVISED 32 5G a c IPlling with the Florida Building Code GLASS TYPES 8 & 9 Eaee/ ..ed By. Dote: Reviion: UPDATED ANCHORAGE By JR 05/25/17 pER FBC 2017. Mem wsed By. Date: Rwison: Description: ""'^" �y GLAZING DETAILS J ROSOWSKI Title: Dote: CASEMENT WINDOW DETAILS - LM 8L SM 08/08/12 Series/Ltodel: Scala:Sheet. Orowin9 No. Re, CA -740 NTS 1 OF 11 MD-CA740-LM C INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 ATTACHEDTO FRAMEJAMB EXTERIOR ATTACHED TO r /t--, VENT JAMB L fir-' • WINDOW coNCRETE PERANCHOR + REQUIREMENT ' INSTALLATION HEIGHT — EDGE DISTANCE OPTION 2 THROUGH 1XBUCKSTRIP VISIBLE ��---- INSTALLATION ANCHORS LIGHT PER ACHHOROR ANN HEIGHT EGRESS FORMULAS: EMBEDMENT (DLO) ~v ow Al/�� • • BUCK WIDTH WIDTH, WASH HINGE: WINDOW WIDTH - 13.12 ATTACHED TO M VEOICE, FL 34275 •(94R) 480-1600 A FRAMEJAMB TYP.� OR 114' MAIC 15 18 p • - ATTACHED TO CERT. OF AUTH. #29296 • • VENT JAMB VENT SILL VISIBLE LIGHT FORMULAS: 10' MAX. AND EDGE DISTANCE PER 4 8 32 33 38 39 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE LIMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE 0 HEAD, SILL s JAMBS SEE DETAIL NOTES: Al. BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS 10' DEPICTED AS 2X ARE 1.12' THICK OR GREATER. IX 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 ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. DETAIL Al _.0 1111171. _ I 1X WOOD 1 BUCKSTRIP. SEE NOTE 2, THIS SHEET. i/4' MAX SHIM DISTANCE PER SUBSTRATE, ' SEE TABLE 3, SHEET 4. EMBEDMENT INSTALLATION coNCRETE PERANCHOR + REQUIREMENT ' INSTALLATION a — EDGE DISTANCE OPTION 2 THROUGH 1XBUCKSTRIP —TPERO INTO MASONRY. INSTALLATION ANCHORS ID PER ACHHOROR ANN DIRECTLY INTO MASONRY, EGRESS FORMULAS: EMBEDMENT REQUIREMENT ~v ow Al/�� • • BUCK WIDTH WIDTH, WASH HINGE: WINDOW WIDTH - 13.12 •pP • �� � .•••G ��� M VEOICE, FL 34275 •(94R) 480-1600 A NOTES: TYP.� OR 114' MAIC 15 18 p • - SHIM ATTACHED TO CERT. OF AUTH. #29296 • • EMBEDMENT VENT SILL VISIBLE LIGHT FORMULAS: 10' MAX. AND EDGE DISTANCE PER 4 8 32 33 80 WIDTH: WINDOW WIDTH - 7 SUBSTRATE, • 20 INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX SEE TABLE 3, O / / SHEET4. e SEE TABLE BELOW: O EDGE 84 1 DISTANCE ! BELOW OPERN 82 82 ATTACHED TO VENT SILT EMBEDMENT24 VISIBLE LIGHT WIDTH (E 70 FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. LIMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE 0 HEAD, SILL s JAMBS SEE DETAIL NOTES: Al. BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS 10' DEPICTED AS 2X ARE 1.12' THICK OR GREATER. IX 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 ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. DETAIL Al _.0 1111171. _ I 1X WOOD 1 BUCKSTRIP. SEE NOTE 2, THIS SHEET. i/4' MAX SHIM DISTANCE PER SUBSTRATE, ' SEE TABLE 3, SHEET 4. EMBEDMENT INSTALLATION coNCRETE PERANCHOR + REQUIREMENT ' OPTION 3 a INSTALLATION ANCHORS EDGE DISTANCE THROUGH 1XBUCKSTRIP VERTICAL SECTION B -B INTO MASONRY. A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. —r EDGE DISTANCE J3E APPROVED LION, ALUMINUM, !EL FRAMING OR STEEL STUD. I MAX L-- SEE DETAIL A2, BELOW LA DETAIL A2 WINDOW WIDTH • • • ••• • • EXTERIOR HORIZONTAL SECTION A -A ID r 1 EGRESS FORMULAS: • • • • ~v ow Al/�� • • 1070•fECHNOLO(Y DRNE WIDTH, WASH HINGE: WINDOW WIDTH - 13.12 •pP • �� � .•••G ��� M VEOICE, FL 34275 •(94R) 480-1600 • • NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-12 L1) Ej • WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT - 6 CERT. OF AUTH. #29296 • • • ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. • • ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 • • INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX HEIGHT: WINDOW HEIGHT -7 r I / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: I MAX L-- SEE DETAIL A2, BELOW LA DETAIL A2 ••• Fj • • • ••• • • LLf A B, C S D r 1 _��� •rte �= • • • • ~v ow Al/�� • • 1070•fECHNOLO(Y DRNE ••• •pP • �� � .•••G ��� M VEOICE, FL 34275 •(94R) 480-1600 • • NIL III le 1110 • • • A. LYNN MLLEK PS • • P.EJ 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • LLf A B, C S D r 1 0 1 I Window • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR AddMMor•l Archon Rwored an each Side of tha Frame Anvnd Tobe A r Window Anchor TYpe LLf A B, C S D r 1 0 1 I Window Anchor Type u Haw A B. C B D tr-25.8' 1 0 26'• 1 1 ote: Revfaion: 05/25/17NO CES THIS SHEET. ote: Rew'sfon: PRODUCT REVISED as complying with IIIc Florida Building Code �,��{{ AcxpneCe Np �%�7��%. /yam .neoe Daae /� a Oescrlptkn:crown cry: CROSS SECTIONS & INSTALLATION J ROSOWSKI I'Me: Dote: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scak: Sheet: Drawing No. Rer. CA -740 NTS 2 OF 11 MD-CA740-LM C CASEMENT (X) 7_ WINDOW a HEIGHT WINDOW I �t WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW -1 FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "IMNDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) �►-- FIGURE 1: 1(r, SEE NOTE 7, THIS SHEET 740 I '40 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 1 a �r 10', SEE NOTE 7, THIS SHEET MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING (iVl.7 WITH MIN. #12 X 1- SHEET WINDOW WINDOW` / O FRAME OPPOSITE FRAME MEMBER. —ASSEMBLY ASSEMBLY TUBE TUBE 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED D IN A 63" FLANGED WINDOW) OR BE `1. sms USED IN TEE OR CROSS THROUGH CONFIGURATIONS. \ HOLES 6) THE FRAME ASSEMBLY TUBE IS 740 SERIES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR —CASEMENT —�- ��/ WINDOW / E --- FRAME ASSEMBLY r E TUBE / \ 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN, #12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES 740 SERIES ` CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW V TUBE WINDOW ID EXTERIOR HORIZONTAL SECTION CC 740 SERIES AWNING WINDOW FRAME —ASSEMBLY TUBE 740 SERIES I CASEMENT WINDOW EXTERIOR a 1) DIMENSIONS SHOWN ARE TIP-TO•TtP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 74D -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUREMENTS OF THEIR RESPECTIVE NOA. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY:VERTICAL SECTION D -D VERTICAL SECTION E -E • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2,YH135HLMET. OETNRMOIE VOU16ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • ••• • 2) FROM SHEETS, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • : • • : • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSS FOR WINDOWS ATTAC=HED Tb A OERPM FRAME ASSEMBLY TUBE- OR DESIGN PRESSURE (PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTj)a,IEgp60j SHOWN ON THE TABLES. • ••• ••• • 4) USING THE TABLE LABELED 'W4NDOWANC14ORS REQUIRED" (TABLE 2, SHBES 4), DET♦jRMINE TFt NVBEfbF ANCHOR% NEENIED: THE HEAD, SILL AND JAMS OF YOUR WINDOW. • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAEANCHOlS THROUGI•THE WItiDOW FRA4i?roft�y'' SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAICS ON THIS SHEET). ••• • • • • ••• • • • •• •• • • • • • • ••• • • • •• •• 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. AddltlDnal Anctiors Required on each 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN CASEMENT CASEMEDETAILS, WITH MIN. #12 X 1- SHEET WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. —ASSEMBLY 1 1 TUBE 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED MIN. # 12 X IN A 63" FLANGED WINDOW) OR BE `1. sms USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION HOLES 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY:VERTICAL SECTION D -D VERTICAL SECTION E -E • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2,YH135HLMET. OETNRMOIE VOU16ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • ••• • 2) FROM SHEETS, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • : • • : • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSS FOR WINDOWS ATTAC=HED Tb A OERPM FRAME ASSEMBLY TUBE- OR DESIGN PRESSURE (PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTj)a,IEgp60j SHOWN ON THE TABLES. • ••• ••• • 4) USING THE TABLE LABELED 'W4NDOWANC14ORS REQUIRED" (TABLE 2, SHBES 4), DET♦jRMINE TFt NVBEfbF ANCHOR% NEENIED: THE HEAD, SILL AND JAMS OF YOUR WINDOW. • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAEANCHOlS THROUGI•THE WItiDOW FRA4i?roft�y'' SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAICS ON THIS SHEET). ••• • • • • ••• • • • •• •• • • • • • • ••• • • • •• •• 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. AddltlDnal Anctiors Required on each Slda of the Frame AmmNy Tobe (FAT) F Window Anchor7y LL WW01 A 5,C&D 17' - 25.9- 1 0 26's 1 1 � Vlrldow 4 Height 1vArdow' �Ancho� 26'+ F1zomcT REVISED wca plymg with t4c Ftrida Balding Code nccepwrce Tin 1 �'• �' Lzpintion 0 2 W Tn 0 06 Z Q J U Q ~ J Z 0 W W m N D OD O o O CO Z H Tn .. fn .. W 0 m 0 o LL U LL .0 F- �Z LYNN '''%, �'��O'• GEN • !I//� '�: N0.58705 40RID C.) ZONAL A. tom muw. P.E. P.E.# 6e705 O n U Window Anchors Requied esker Zr 25-15116' 38-3rr 4r c ws/r 8]' 7T WarYSil I 2 1 2 I 2 I 2 I ! I 2 i2 i2 3 2 2 2 4 ! 2 2 4 3 606175 Akan. 31r 5/r .063• A36 at" 318' 6'r .05r June 12 8 8 8 12 a 8 8 /4 e e 6 14 10 8 e 14 10 7r NWN681 2 2 2 2 3 2 2 2 3 2 2 2 4 ! 2 2 4 3 N►riae 1' r 1-114' I J•r• 12 8 8 8 14 10 8 8 14 10 8 a le 10 6 a 18 10 w H06CVSl 1 2 1 2 1 2 1 2 1 3 1 2 1 2 1 2 1 3 1 2 1 2 1 2 1 1 1 2 1 2 1 2 4 3 THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -T SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Gawp Amchor Subshals Mh MhM Edge 0.C. DMtwm DIsImme Amha Em 0emw4 PW6 Rowwo 7 A 81z NeN SMS (05) S. Piro sw 1. 1 No 606175 Akan. 31r 5/r .063• A36 at" 318' 6'r .05r No No AW3 Sh4 Or. 33 3r8' rVr .04r 20 Os. No 814, ahN SMS (OS) x814, 410 SS SMS 8. Pk. 5/r 1' 131r No 606116 Akn. 31r aw .083' No A36 She! 9Ir rj W No A681 Sh4 0. 33 wr 6r 444 20 Ge. Ile B i/4' peal Ukracm za2 Oor•teh 2.1? 4 i -W No N►riae 1' r 1-114' I No t/allew aiml, 2-1/7 r 1-tK I No 1/4' shat tAtrecan HAM Block /' IV 1-114' Yee C 114 410 SS CmteFlex 3.361 Ca•tNe 1' r 1314 Ns Ileaow ow k 2-11T r 1-114 No tiz Wel SMS (05) a81z 410 SS SMS S. Pre 618' 1' 14W Yes 6081-15 Akn. Lr 6r .0713• Yw A38 81sel 318' 518' .050' Yee AM Sh4 Or. 33 3/r 5W .Qtr 18 Ge. Yee W4,WeISM8(06) x814, 410 SS SMS 8. PIM 516' 1. Twr Yes 6061 len. 318' 618' .0713' Yee A38 stow W518' .050' Ya 18' A053 StW Or. 33 36r .04r 180a Yes O 1/4' ehel Ukmm 2.85 Comiew 1' C 1314' Yes 2.82 Co T 2-1? 4' 131rYee !blow aleck Faed clock 2.117 2.117 r 4' 1.114 1314' Yee Yes 1/44109 flow 3.35 Oottonh 1' r 1314' Yee 3.32 Come. 2.1/7 r T Yee ed Ho. Ecl 2.1? r 1-114 Yee We" Neel U keoon 32 Cwcnh 1.1/4 r 1314 No Hollow Block 3-11r 5' 1-114 No Fled Btaek 2-i? r 13/4 No i) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU a 45 KSI. MM FY = 33 KSI. Jamb Snubber Loast)ons Gaul pe: PVB SG (Iypu 1, 4 8 5) (7ypa 2, 3 684) 83' None 12' max. ham an0 Reta ted 9 each end & 3r L-36 max O.C. 12 max. tom 12' max. fOm O1ef each and & 3r each end & 3W er max O.C. mex O.C. -PVB-;= TROSIFOLS PVB BY KURARAY AMERICA. INC. 'SG'= SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116' HEAT -STRENGTHENED, LAMINATED GLASS, 114' MASONRY ANCHORS INTO CONCRETE, +701.85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70%90. B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CREfEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDEUNES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRMS ASSEMBLY TUBE SIDE OF THE AWNING(HEAD & SILL} FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34' X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +701-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. •• • • • e • • • • • • • C) FROM TABLE 2A, 6 ANCHORS ARE REQWIRE%J" J4AB. • • • • •• • • • • ••• •• D) SIMILARLY. 3 ANCHORS ACE ttoUIIf ♦EIP IN MiE vEAib:sjLL. • e • f • E) DISTRIBUTE ANCHORS FOLLOWING Mato" Z127.4ae.7 A F, GUIDELINES FROM ELEVATION ON SHEET 1. at" Sones kef F) PER RULES ON SHEETST" a 410 Swat ksl ADDITIONAL ANCHOR DIP= FRMIE • Eko M kel ASSEMBLY TUBE SIDE E FIXf•D • 46P SS CnbFhx91 7 kNCASEMENT (HEAD & SI ). e • •8W3.IfA kNAlehel kNGr. 1 Stud kN ••• • • • • •• •• SAMPLE CONFIGURATIONS: NOT ALLOWED WITH FRAME ASSEMBLY TUBE 10' 1 r +{4' 1 4' �— -4 - 1 4' lj \ 1 4' 4' 2E 13' 13' e^' 34' PRODUCTREWSBO as etxn;Ayins with the FIeeIAe B.ildi•B Code 1 -OFo� tatiom UNe fusni ads PmhnY e1 ONY LYNN/ III iii •••� 'rkppp/.• •�1�� A. LYNN MILLER P.E FOR GLASS TYPES: TABLE 5: 1) 5/16" LAW (1/8 AN - .090" PVB - 1/8 AN) R,mnpLyn,S�emI'lirift 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) Building Co& Ac0.ytenee No - 4•j7' _ "PVB'= TROSIFOLWPVB BY KURARAY AMERICA, INC. ` °'5101 tame r.Lt1Z3 Bq WINDOW HEIGHT �U WINDOW WIDTH J SEE SHEETS 1 84 FOR W WINDOW ANCHOR J W r - LOCATIONS AND QUANTITIES. Q }a} z Q 0 W IZj o TABLE 8: J J LL O ¢ . O d W N W > 00 CD w ° 8 o p $ O U Z W a LU �� O O Z -? O (6 O aF5 Tn „ U �W Q " TABLE 7: FRAME 10' MAX. ASSEMBLY > N N TUBE ® o N 8 y m M o N O4 I • _ WINDOW t 5 HFOGHT Z w 9 x +51 WyZ^ �Srn g o yylNppyr I ADDfiIOtJAL Z v W ANCHOR WIDTH (4). IF REQ. u • • • • • • LOCATIONS AND QUANTITIES. SEES OW ANCHOR ` t • • • • 3 FOR ANY ADDITIONAL ANCHORS ` SEE SHEETCyt� F htR • • • • REQUIRED TUBFOR THE FRAME ASSEMBLY VtCEN3F 'ICF �' LOCATIONS AND OU ES. S HEFT • • • • No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. //y� �` • 6*6 • V • • • • • • • • • • • NOTES: • • • • • • • • • • • • s/GNALI'SEESH ET 4 FOR 2) SEE SHEET4FOR ADDfTUBBER REQUIREMENTS.IONAL SAMPLE DURATIONS. • • • • • • A lLIY/N edLLEA` PI- P.E.Y 58705 Design Pres"ure (pst) for Skgk Windex•, A6 archer Oralrys Window WWth utttbr 23' 2515118" 274" 30' 33.1!2' 35' 3T' !oder 23' +74-90 +7d-00 +7d•90 j+701-88.5+70/-W.6 d80 +7d-00 +70I -W 2S1y18' +7430 +7a.90 +7d�0 7da10 +7d-00 +Td -00 38318' +TasO +7a-00 +7vsD Tose +7a+10 +7a-90 48' +7d-00 +1a�0 +7a-00 7a-00 +7a-00 +Ta - El 01 5o-5re• +7a�o +7a�o +7a-09 7a�o +7aao .7a�9.z 80' +7d+I0 +7a..9p *7da30 a -80.8+7a -77.7+7d-74.383' +7d-00 +701-00 +7ph9p d-78.5 +7d-73.7+7d-70.77Y,7d-00+7d�87.2 *7d -77.7a-824 +W- 110.9 LU Design Pmtue 9•n br VAndewc Aneched b e Herta qg� Fr®re Aa"e�Mry TWe VAdlh eWYdow vidv 73' 25-15N6' 2734' 3T 33-1!7 35' 3T HEIGHT Daiyn pressure (psfj for YJindows Attached to a Veru Flem• Assembly Tube ASSEMBLY AN AS AN AN A e CAD A 6 C80 A e -a. u,der 23' +rase +rose ,7x410 «row ,ms0 ,roa7.e +7a�9e +Tose +ram.e +rose +ra-00 +Ta -19.z +7mee under 07.0 +ro-0e +Tale +m-0D +rose +rasa +ra-00 rmso +rase +Tose +7x-00 +mso +rase +ra-Tir 10' MAX. ID .rose +Tose +rose +mso +mso +rase +Tose .Trio «Tose +Tose +rose +mso +rase +rose +rose +rase +mso +mso ,rose +mso +Trio .Tose +rose +m-09.2 +ro-09.2 +Ta -09.2 ADDIi7C1NAL r76" +Tose+Tmso+rase+ra4ns«mm.e+ram.e.+7a-n.7+m-T7.7+ron.r+7a-�+.+maa.3,Ta-T4.3+ro-00 ANCHOR 1Mndow Width +7x-00 +Tose+m-04.d +7a-76.6 +7d-78.5 +m-76.S,m-73.7m_73.7+m7D1+Tb7D1+7a-00 (<). IF REQ. +7a-072ro-77.7+ro•11.6+8d-02.4 +eb32.4 ,80'32A+8b-00.9+8b-00.9H-09.3 +/39.3 � • • • • • • +ro-90 •7a -0d.6 +7a-75.7 +/fi7.3 +/d8.8 +!58.9 M37.2 M57.2 +4572 +156.8 +/35.8 +/-66.8 60' +rose +701-80.41+70/-11.31 +Od32.7 +J312 H34.2 +134.2 Index 23" 2x15/18" 2'1-3/4" 30" 331!2" 35` 3T' Anchor Graf Anchor Group Anchor Group Arrchar Group Anchor Group Anchor Group Anchor Group A B C D A B CSD A 8 CSD A B CSD A B C3D A B,C6D A +/-59.3 78" +7a -BO +Td -84.8 +7d-75.7 +/g/,3 +/•58.9 r1-87.2 +/-55.8 +7a-90 es• +Tose +7a-9o.a +7aat.s •ea�2t +/-5a.z +7a-90 +7a-90 LU Design Pmtue 9•n br VAndewc Aneched b e Herta qg� Fr®re Aa"e�Mry TWe VAdlh eWYdow vidv 73' 25-15N6' 2734' 3T 33-1!7 35' 3T HEIGHT Daiyn pressure (psfj for YJindows Attached to a Veru Flem• Assembly Tube ASSEMBLY AN AS AN AN A e CAD A 6 C80 A e -a. u,der 23' +rase +rose ,7x410 «row ,ms0 ,roa7.e +7a�9e +Tose +ram.e +rose +ra-00 +Ta -19.z +7mee under 07.0 +ro-0e +Tale +m-0D +rose +rasa +ra-00 rmso +rase +Tose +7x-00 +mso +rase +ra-Tir 10' MAX. ID .rose +Tose +rose +mso +mso +rase +Tose .Trio «Tose +Tose +rose +mso +rase +rose +rose +rase +mso +mso ,rose +mso +Trio .Tose +rose +m-09.2 +ro-09.2 +Ta -09.2 ADDIi7C1NAL r76" +Tose+Tmso+rase+ra4ns«mm.e+ram.e.+7a-n.7+m-T7.7+ron.r+7a-�+.+maa.3,Ta-T4.3+ro-00 ANCHOR 1Mndow Width +7x-00 +Tose+m-04.d +7a-76.6 +7d-78.5 +m-76.S,m-73.7m_73.7+m7D1+Tb7D1+7a-00 (<). IF REQ. +7a-072ro-77.7+ro•11.6+8d-02.4 +eb32.4 ,80'32A+8b-00.9+8b-00.9H-09.3 +/39.3 � • • • • • • +ro-90 •7a -0d.6 +7a-75.7 +/fi7.3 +/d8.8 +!58.9 M37.2 M57.2 +4572 +156.8 +/35.8 +/-66.8 60' +rose +701-80.41+70/-11.31 +Od32.7 +J312 H34.2 +134.2 Index 23" 2x15/18" 2'1-3/4" 30" 331!2" 35` 3T' Anchor Graf Anchor Group Anchor Group Arrchar Group Anchor Group Anchor Group Anchor Group A B C D A B CSD A 8 CSD A B CSD A B C3D A B,C6D A B,CBD under 23" +7a-90 +7a�90 +7a�0 +701-80 +7a -8D +70/.90 +701-90 +7a-90 +7a -0D +7(y -9D +7pr-90 +7a-00 +7a-90 +7a -9D +70J -9D +7a-90 +7a-90 +7a•90 +70/-8D +7a-90 2x16116" +7a-eD +7x-90 +7a430 +7x-90 +701-90 +7a-00 +7a.90 +7a-90 +7a•80 +701-90 +7a-90 +7a.a0 +7x_80 +7a-90 +7a -9D +7a-90 +7a-90 +7a.8D +701.90 +701-90 3831x" +7a-90 +7a-78.4 +7a•90 +7a-90 +7a$4.s +7x50 +7x-90 +7a -7s +7x-80 +701-90 +Tor -73 +70I�0 +7a-80 +7a•ata +7x-90 +7x-80 +7a -7a.3 +7a-90 +7a.7a +7x-90 aa' +7a -76.z +/81.1 +7a-73.1 +7a-90 +1�7.s +7a�o +7q1-90 +/$3.1 +7a�9 +7a-90 +r56.a +7a�o +7a-90 +r�.a +7a-83.9 +7a-90 +r�2.9 +7a-90 +r-�.2 +7a-eD 50-518" +7a-729 +/.67.9 +/-99.3 +70V-90 +1�4 +7x-80 +7a-90 +/59.9 +7x-80 +701-90 +/�5.4 +7a-89.7 +7x-90 +1�2 +7a-79.6 +7a-90 +(�.3 +7a-90 +/-58.1 +7a-88.2 BO" +181 +t-48.9 +l-69.6 +7x-90 +x54 +7a88.B ' +7a-90 +/-60.6 +7x81 +7x-90 +r�-0a.7 +7x•74.9 +7x88.5 +1523 +1.67.1 +701-90.3 +/50.1 +7a-77.7 +/-47.4 +7x.74.3 63" +/58.1 +16 +/55.7 +7(U-88.7 +/51.5 +701-92.5 +7a-90 +1.48.1 +701-77,1 +701-90 +r-44.5 +7a-71.3 +70+-64.3 +/-48.8 +1.83.8 +701-76.5 +137.7 +7a-73.7 +i-46.1 +7a-70.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Design Pmtue 9•n br VAndewc Aneched b e Herta qg� Fr®re Aa"e�Mry TWe VAdlh eWYdow vidv 73' 25-15N6' 2734' 3T 33-1!7 35' 3T HEIGHT Anchor Mehr Archy Arc Mr Arrotwr Group Arc[v (irwp Archer tAaq �D Ore�W O�+V ��P ASSEMBLY AN AS AN AN A e CAD A 6 C80 A e -a. u,der 23' +rase +rose ,7x410 «row ,ms0 ,roa7.e +7a�9e +Tose +ram.e +rose +ra-00 +Ta -19.z +7mee under 07.0 +ro-0e +Tale +m-0D +rose +rasa +ra-00 rmso +rase +Tose +7x-00 +mso +rase +ra-Tir 10' MAX. .rose +ram «rose +moo +mso +mso +Tose ,Taco +Tose +rose +ro-0ae +mso +Taco .rose +Tose +rose +mso +mso +rase +Tose .Trio «Tose +Tose +rose +mso +rase +rose +rose +rase +mso +mso ,rose +mso +Trio .Tose +rose +m-09.2 +ro-09.2 +Ta -09.2 ADDIi7C1NAL r76" +Tose+Tmso+rase+ra4ns«mm.e+ram.e.+7a-n.7+m-T7.7+ron.r+7a-�+.+maa.3,Ta-T4.3+ro-00 ANCHOR +7x-00 +Tose+m-04.d +7a-76.6 +7d-78.5 +m-76.S,m-73.7m_73.7+m7D1+Tb7D1+7a-00 (<). IF REQ. +7a-072ro-77.7+ro•11.6+8d-02.4 +eb32.4 ,80'32A+8b-00.9+8b-00.9H-09.3 +/39.3 � • • • • • • +ro-90 •7a -0d.6 +7a-75.7 +/fi7.3 +/d8.8 +!58.9 M37.2 M57.2 +4572 +156.8 +/35.8 +/-66.8 60' +rose +701-80.41+70/-11.31 +Od32.7 +J312 H34.2 +134.2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WIN FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDIi7C1NAL ANCHOR (<). IF REQ. wu4Dow � • • • • • • ♦vIDrH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) t 0�`�gt ththn re -plying with 1114 FMrid9 13ttiMer& Codc / 'SG'= SENTRYGLA Y KURARAY AMERICA INC. AcupOawe No 14- .ration Date _/^ WINDOWiiomi PreAutt, 494091' HEIGHT WINDOW WIDTH SEE SHEETS t & 4 FOR 1 WINDOW ANCHOR N t7 LOCATIONS AND QUANTTIES. J LLI ti FQ- = U Cl 0 w Z o� TABLE 4 .. J LL DwIpn Prewar (peo lor Whtdows Attschad to • Verlkal Fr.ne Asaw" Tubo w a.= :.7 Q O m Wirdawwldhh ze d W $ <O urger 23' 20110116 27-34• 96 331!7 96' 3T Q h Anohwr Group Anchor Group Arwhor Group Anchor GmtQ Anchor Gmw Anchor Gravy Anchor Group A fV A B C D A 8 C&D A 8 C&D A B C D A 8 C D A B C D A 8 C D W Vi odor 23' +701-00 +m -9D +70040 +701-00 +70140 +m-90 +7&-00 +7a-80 +7&80 +YW40 +7&-90 +701-00 +701-9D +700-00 M+70f-74.4-701-90 410 .701-90 +7&-00 +701-00 .7&-00 +roAO +7&-00 +7&80 .7&-80 +701-90 +7W40 Y(V7 O w O c Z 25-1St8' +ro40 •7&-90 +740 +ro4o +ro40 +70180 +740 +70180 .740 +701-00 .7&40 .70180 +740 +701-00 40 .70180 .70180 +70180 .7&40 +701.9D +70/80 +7&40 +70140 +70180 +740 3b.Y6 +7x40 +m-7&4 +70040 +7x40 ,7&-00 +70140 +7&-W .701-90 +740 .7&40 +m-90 +70/80 +7a -9D +7&40 40 +ro-eo +mop r74o +740 +7•W +7&40 .7&-00 +mop +7440 .moo o O �° U Z 46 +701-78.2 ./41.1 +7.73.1 +7&40 .70144.4 +70140 .7&-90 .701-78.9 +7&40 +7&40 +m-73 .70140 +7&40 +7x80 40 +70/40 +m4D +m-75.1 +7&40 +70140 +7&40 .ro429 +7&40 +7x40 .7&40 Y Y W 5DS6 +m-72.3 +/47.9 +/49.3 +m -9D +701-W1 +70180 +7&40 +m-74.8 +moo +740 +/49.2 +7-948.7 +70140 +70140 40 +70180 +ro40 +7-71.2 +740 +7&•W +7&40 .ro-78.8 .7&49.9 +70140 +7&40 N Tn d Z80' -041 +1489 +1.58.5 +m -w +l-8'1.5 +7&88.8 +7&80 .143.1 +7&41 +7&40 +148.4 +m-74.9 +7&49.8 +7014D 3.9 +7&40.3 .7&40 +140.1 +7&402 +m4D +7&40 +/48.3 +7&.759 +7&40 +740 w 86 +/68.1 +1-48.5 +1.387 +7.88.7 .144.3 .742.5 .740 .140.1 +700-77.1 +740 +165.8 +701.71.3 +745.3 +70140 .3 +70140 01/47.2 +7&.78.4 +70140 +740 +143.1 +701-72.3 +70148.5 +740 O O Z g 060 z� vWjU FRAME n 10' MAXr ASSEMBLY• W ^ Q •c TUBE a o D U y TABLE 10: WINDOW^ n HEIGHT o n c N v !I! n oIo WINDOW I _ ADS = r.i < a W DTH f (4), IF REQ z O a SEE SHEETS 1 & 4 FOR WINDOW ANCHOR O �= LOCATIONS AND QUANTITIES. SEE SHEET O U 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY .. TUBE. .�`�tNY LYNN . p ......... M SEE SHEETS 1 & ♦FOR LOCATIONS KA QUAY'4TjrS. SFjE M. • • • • . • 1` NO. 58705 3 FOR ANY ADDITIONAL ANCHORS * : >A• REQUIRED FOR THE FRAME ASSEMBLY TUBE. • •.• •.• • SA OF V. • • • • • 'i SSS' •....... �aCj�� NOTES: • • • • �' ONAL t 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • • /' R. • • • • A L If7LLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA SUN Design Pressure (psp br Single Windows, AN Anchor Groups WY1�v Width !ardor zJ• zs-tsn6 mala' 30' 33vr 35' sr uldef 23• spa -130 +gpy-130 +pd -130 +000.130 .901-130 +900.190 +90/0140 2stslt6 +9a•t3o ,so/-t3o +ea-t3D +pa-tJo «ed-tso «ea-tso +901-t3o r72.' +901.130 +001-130 +g01-130 +900-130 *901-130 *901 -tom +901-130 +pa -130 +pd -130 •900-t9D +pd -130 +1011-t Jo +9010130 a9a-tJo .901-t3o +901-t3o .901-tsD +900-t3o 01901-t3o *901-t3o aea-t3o .901-t3o +900-130 «pp' -130 +901-t3o .901-t3D +eaa3D +99va3o +900-130 +900-130 +900-130 +pa -130 •001-iJ09Q'-190+900.129.8ag01-130 +901-130 +901-130 000-130 +000-129.1+001-172.5 .Ba -130 +900-130 0190.130 app/ -190 +901-124.101900-110.7 *90m a- 1-107.& +900-130 +900-130 +900-130 •901 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Daagn Greases tas0 for WMawa Allachad ro • H Frarna Asaamdy Tube WMrdow WINK e wa2r s1a1e• naN- 37 33112' 3f?' 3/- HEIGHT Arclwr Anchor Amtwr Mona Anchor Group Anchor 0#aq AnohorOwup r#u,p Grab (YaN Grail ASSEMBLY AN AN AN N A 8 C8D A 8 C8D A B C8D uMar 23' 01740 .7x40 .7&40 +7&40 +7&-90 +7x47.8 ,701-90 .7&40 .7&43.8 .7x40 .7&-00 am•A2 .m 26.11Y18' +moo .ro40 +ro4o ,moo .moo .7&40 +ro-90 +70140 +7a4o +ro40 +ro47.1 ,moo 3&aS +Ta4o +70140 +7a4w ,moo +ro4o ,ro•90 +7a4o ,moo ,moo +7a4o +moo .moo �y 48' ,7&40 .701-00 +700-00 ,7&40 +7&-W +7&40 ,70140 ,70140 +70140 ,7&40 +7&-90 ,7&40 J.7W.90 } so41r na4o +7a-90 .ro4o .moo ,moo +moo +moo .moo .ra4o .moo +ro4o .m -W err+moo +Ta4o ,7a4o +7&40 +moo .moo .70140,moo +701-90 +m-9Dmoo +moo 53• +7a4o +moo wa4o +ro-W ,moo .moo +ro-90 +7a4o .moo ,Ta -90 .moo ,moo .moo 7r +ra4o .ro4o +7a4o .ro-90 .moo +m-90 +7a4o .7d4o ,7a4o .ro4o ,ro-90 ,moo +moo 75' ,7a4o ,7a4o ,moo .moo ,moo .ro-90 +Ta -90 +7a4o .moo +7a4n ,moo ,moo ,moo tw• +7&40 +Ta4o .ro4o +ro-90 ,moo .moo +ro4o -130 +x/•118.4 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Daagn Greases tas0 for WMawa Allachad ro • H Frarna Asaamdy Tube WMrdow WINK e wa2r s1a1e• naN- 37 33112' 3f?' 3/- HEIGHT Arclwr Anchor Amtwr Mona Anchor Group Anchor 0#aq AnohorOwup r#u,p Grab (YaN Grail ASSEMBLY AN AN AN N A 8 C8D A 8 C8D A B C8D uMar 23' 01740 .7x40 .7&40 +7&40 +7&-90 +7x47.8 ,701-90 .7&40 .7&43.8 .7x40 .7&-00 am•A2 .m 26.11Y18' +moo .ro40 +ro4o ,moo .moo .7&40 +ro-90 +70140 +7a4o +ro40 +ro47.1 ,moo 3&aS +Ta4o +70140 +7a4w ,moo +ro4o ,ro•90 +7a4o ,moo ,moo +7a4o +moo .moo �y 48' ,7&40 .701-00 +700-00 ,7&40 +7&-W +7&40 ,70140 ,70140 +70140 ,7&40 +7&-90 ,7&40 J.7W.90 } so41r na4o +7a-90 .ro4o .moo ,moo +moo +moo .moo .ra4o .moo +ro4o .m -W err+moo +Ta4o ,7a4o +7&40 +moo .moo .70140,moo +701-90 +m-9Dmoo +moo 53• +7a4o +moo wa4o +ro-W ,moo .moo +ro-90 +7a4o .moo ,Ta -90 .moo ,moo .moo 7r +ra4o .ro4o +7a4o .ro-90 .moo +m-90 +7a4o .7d4o ,7a4o .ro4o ,ro-90 ,moo +moo 75' ,7a4o ,7a4o ,moo .moo ,moo .ro-90 +Ta -90 +7a4o .moo +7a4n ,moo ,moo ,moo tw• +7&40 +Ta4o .ro4o +ro-90 ,moo .moo +ro4o • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX ADDITDNAL Ar4chHDR (a), IF REQ. 14iVINDDw l • • • • WIDTH �• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) .,mpl r -itb M m tanptrms wim me Fiarido 7 7/8" LAMI. IG: 3/16" AN -1/4" AIR - 3/16' HS - .090" SG - 3/16" HS Balding code ( ) e 9) 7/8" LAML IG: (3/16" T - 1/4' AIR - 3/16" HS -.090" SG - 3/16" HS) Expi •SG' SENTRYG Y KURARAY AMERICA INC. By ByC 1 pU WINDOW HEIGHT WINDOW J W WIDTH Q r� i Q SEE SHEETS, 84 FOR r .6 a �i WINDOW ANCHOR Vr .s Q LOCATIONS AND QUANTITIES. Z 2 d m f�J TABLE 12: 8 Q N J J LL >> O Q . O w^ W "" Lf_ ❑ N W N 0 0 Z $ O $ O N Z W cn O O Z w r v7 U 2U_' W 8Q FRAME x 0 0 a U U„ U ��1 w : W Q .9 10• MAx. —1 T Y " o $ += U TABLE 13: ® n rn HEIGHTo}n�^cWy�L n -0 888 yyelppyy ADDITIONAL z w a WIDTH ANCHOR lb), u REO. i! a r o m K SEE SHEETS 1 & 4 FOR WINDOW ANCHQR ^o z w LOCATIONS AND 4 FOR WIND .SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • TUBE. �•``1`r1Y L.. p........ 1j SI;� c�c���•``ET 1 �4 FaR NINDSW ANCHOR• • • `T": • LOCATIONS QUAI�TRIES. 9EE SHEET• • • _ NO. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. — ••• 6 l �" •' �= • • • • • • • • �'� S/ONAL NOTES: • • • : • • • • • • • • • • rA 1Y111G, PE. ,)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PF.N SB7oe Design Pressure (ps1) for Single WkdowN, AN Anchor Groups vrnmaN wmm under23* zs-,y,r z7�a• so• ss•vz• ss• sr under 23• LBa-130 +90,r-130 +9a-130 +9d-130 +9a-130 +9d-130 +9d-, 30 211enr +9a -13o +9a-130 +9a-130 +ga-130 «9a-130 +9x•130 +9d-130 383Ir +9a-,30 +9x•,30 +g0/-130 +9d-130 +9a-130 +901.130 +9x•130 4r «9a-130 i9d-130 +Ba -130 r9a-130 +9p/-130 +9d-130 +9p/-130 soar +9a -,3o «9a-1so +ea -13o +ew-130 *nor -t30 +9d-t3o «ea-, 30 QO• i9a•130 «9d-, 3p +9w-130 +901-,3a -SW-13D +9a-130 +9a-130 63' +9a-130 +9d-130 +8a-130 +9w-130 +9a-130 OU -130 +W WINDOW ye • Dooipr Pnaww 9� W WhgowN Attached to N �� FrertlN Au•nIlV Tubo Design Prune (poli for WYWo"t Attached N • Hor¢adal Fume Auomby Tubo ••• FRAME HEKa7IT Window Width w>r.>e.r w�mh TUBE m under 23, n,s+,e• nal4• so• sstrr ADDITIONAL ss• sr Arclw Gray Anew Orap Archy Croup Anchor Getup Archon Group Archin Orap Archon Oroyr AX Archer Group Archer Group AN A BC80 A BCeDA A 8 C D A B CeD A B CeD A B C D A B C D A B C D A B C D +7a-97.e+7x-00 wa-90 +7dX1.97x•90 +7d•90 wa•79.+701-902515'18• under 23" +7a -9D +ro.eo +7aso +rano +roso iroso +rano +7aso «7aso +roso +7aso was0 vaso «7dso +7x-00 irasD +7aA0 +7x-00 +%90 +7d-0fl «roso +7x-90 +70/-90 +74-90 +7a-90 +ro-90 • xstsr,r +7a•eo vaso +7aso +rano +roso +roso waso vaso +7aso +roso +7aso ,7aso naso +]oras +roso +rano ,7aso +7a -0o +7a-eo +7d.90 +7aao +7aao +7aas +7aa9 .7w�o +7x•99 save• wa•90 wa-79.4 wase +roso +roso +ro-0o vaso waso +roso +roso +7aso ,roso +7dso vaso vaso +rano +7aso iraso +roso +roso «roso +rano +roso vaso .7aso «7owo 4e• .ra-7e.z +r -0t.1 +ro-73., «ro•90 +ro•e4.4 +ro•eo +7aeo waae.9 +ro-00 +roso +7a•n +ra•eo vaso vaso +ro-7e.s iroso i7aso vaso +7a -7s., +ro-00 +roso wa-eo .ro•e29 vaso waso +%eo swore• waa2.s +,sT.e a-0e.s +roso wa-0o., ,roso vaso +7aas.e «rano +roso +i -09.z wase.] «roso vaso .raa4.4 ,roso +7aso «7aso ,7a-7t.z vaso +roso wwso wa-7e.e +ro•ee.9 +7aso ,7aso eo• Al +ue.e «,-0e.s +7oi-eo .is7.s +7ase.s vaso +ass., +7ws, +7aso +i.ae.4 +7a -74.B +7aa9.s +7ds0 +I•eLe +7a -e3.9 +7a-0e.s .7aso .iso.1 +7aso.x +roso +7a•90 +l -0&s +7w -7s.9 +7wso +7oi-90 -130 +i_%. +Ise., +rse.s +,-0s.7 +ro-0e.7 +i.eas +7a-0zs ,7aso +iso., .7w-n.t +roso +�ss.e .7aa1.s .7a-es.s +7aso .I -sae +7a-7e.e +7a-7e.s +7aso 7z +ea -,3o +9a -,3o i9a_tso +ea -13o +9a -,3o i9a-,3o +ea -,3o 7r +ga-,30 «9a-,30 +9d-130 +9d-130 +ea -,3o +9a -,3o +9a -,3o ea•+ranonasovasoaso ea• +9a -,3D +9a-1so +ea•13o wa-,so i9a-,3o WINDOW ye • Dooipr Pnaww 9� W WhgowN Attached to N �� FrertlN Au•nIlV Tubo Design Prune (poli for WYWo"t Attached N • Hor¢adal Fume Auomby Tubo ••• FRAME HEKa7IT Window Width w>r.>e.r w�mh TUBE m under 23, n,s+,e• nal4• so• sstrr ADDITIONAL ss• sr Arclw Gray Anew Orap Archy Croup Anchor Getup Archon Group Archin Orap Archon Oroyr AX Archer Group Archer Group AN A BC80 A BCeDA A 8 C D A B CeD A B CeD A B C D A B C D A B C D A B C D +7a-97.e+7x-00 wa-90 +7dX1.97x•90 +7d•90 wa•79.+701-902515'18• under 23" +7a -9D +ro.eo +7aso +rano +roso iroso +rano +7aso «7aso +roso +7aso was0 vaso «7dso +7x-00 irasD +7aA0 +7x-00 +%90 +7d-0fl «roso +7x-90 +70/-90 +74-90 +7a-90 +ro-90 • xstsr,r +7a•eo vaso +7aso +rano +roso +roso waso vaso +7aso +roso +7aso ,7aso naso +]oras +roso +rano ,7aso +7a -0o +7a-eo +7d.90 +7aao +7aao +7aas +7aa9 .7w�o +7x•99 save• wa•90 wa-79.4 wase +roso +roso +ro-0o vaso waso +roso +roso +7aso ,roso +7dso vaso vaso +rano +7aso iraso +roso +roso «roso +rano +roso vaso .7aso «7owo 4e• .ra-7e.z +r -0t.1 +ro-73., «ro•90 +ro•e4.4 +ro•eo +7aeo waae.9 +ro-00 +roso +7a•n +ra•eo vaso vaso +ro-7e.s iroso i7aso vaso +7a -7s., +ro-00 +roso wa-eo .ro•e29 vaso waso +%eo swore• waa2.s +,sT.e a-0e.s +roso wa-0o., ,roso vaso +7aas.e «rano +roso +i -09.z wase.] «roso vaso .raa4.4 ,roso +7aso «7aso ,7a-7t.z vaso +roso wwso wa-7e.e +ro•ee.9 +7aso ,7aso eo• Al +ue.e «,-0e.s +7oi-eo .is7.s +7ase.s vaso +ass., +7ws, +7aso +i.ae.4 +7a -74.B +7aa9.s +7ds0 +I•eLe +7a -e3.9 +7a-0e.s .7aso .iso.1 +7aso.x +roso +7a•90 +l -0&s +7w -7s.9 +7wso +7oi-90 or +i_%. +Ise., +rse.s +,-0s.7 +ro-0e.7 +i.eas +7a-0zs ,7aso +iso., .7w-n.t +roso +�ss.e .7aa1.s .7a-es.s +7aso .I -sae +7a-7e.e +7a-7e.s +7aso +is7.x ,7a -7e4 +7a•90 +7a-eo +iss., .7a-7zs +7ase.s +7a-90 WINDOW ye • • Design Prune (poli for WYWo"t Attached N • Hor¢adal Fume Auomby Tubo ••• FRAME HEKa7IT —ASSEMBLY I w>r.>e.r w�mh TUBE B r.rd.r zs• zs-tsrlr z7ar4• 33-trr 3s 3r ADDITIONAL Arclw Gray Anew Orap Anchor Orap Arclgf Group Anchor Group Anchor Orap (4), IF REO. AX All AN A BC80 A BCeDA B CeDuMNr • 23'7a -00+7x-00 • +7x-90-00 kA +7a-97.e+7x-00 wa-90 +7dX1.97x•90 +7d•90 wa•79.+701-902515'18• ••• +7x-00+7a�0 • +7x - 00 •90 x70690 +7a-00 +7x-00 +7x-00 wd.p0+7d-07.8 +7x-00 +7a-90se-vr+7aso+roso+rano•eo+7a�-eo+7aso+7asovasovaso+7aso+Tacowaeo4r+naso,ranovaso • -90vasovasovaso+Tacovasovaso+rano+7aso eo-0/r wa-covasovaso-90wvvasovaso+ra-90 vasovasa+ro-90ervasowwso+rososo,7asovasoirosowaspvaso+Torso«rano«roso es•aso,ranovasosovaso+roso.rosovaso+ranovasovaso+roso72 +7d-00 +ro-00 r7aA0 -00+rano+74-90 +7d-00 +7x-90 +ro•90,7aso+roso+7x•907r+7aso«7aso+7asosowo6wvaso+7aso+Taco+rano,7asa.rosorano ea•+ranonasovasoaso vaso vaso ••• • • WINDOW ••• FRAME HEKa7IT —ASSEMBLY I TUBE 10• MAX. ADDITIONAL ANCHOR • • • (4), IF REO. • • • • • • • •• • D • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 14: YRODUCTRFVLS(iA 5) 7/8" LAMI. IG: (1/8"T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) > oomdYuV witb the shide Buadq Cud" 'PVB'=TROSIFOL VB BY KURARAY AMERICA, INC. AagNana No/ 6jA•.14- ExI DWe II7 pU WINDOW HEIGHT � O WINDOW J W WIDTH ` � Z Q WINDOW SHEETS FOR LOCATIONS AND QUANTITIES. H Z o TABLE 15' r € a J 5- Q Q d W E Do N 0 Z-0 UJ � e H N `O 0 Z p o O rn Z W 0- Z Z ti O O o 31 W D _C7 W �Q nsAE�i.IBLv a O m 0 .i o V C U 1P MAXX�. E s W Q TABLE 16: WINDOW HEIGHT Oro ^ N O��O -DDITIONAL O m O --t(4)RED. U Z SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET w 3 FOR ANY ADDITIONAL ANCHORS M. REQUIRED FOR THE FRAME ASSEMBLY 7711 t I I I r r . .. TUBE. ` LYNN • • • s • • • • 't .. •'vCEN'•. �( SEE SHEETS 1 4 • • • • '• LOCATION* QlJtp�1TjT1E .S • • •. • _ * ; NO. 58705 •: * _ 3 FOR ANY ADDITIONAL ANCHORS _ REQUIRED FOR THE FRAME ASSEMBLY = : JATTIFI TUBE.•.• • 'O '. tti�� 40 • • • • • • � 00 // /ONAL �? NOTES: • • • • . • • • • is is 'r r I I I I it l I tit` 1) SEE SHEET 4 FOR ADDITIONAL SAWLE CONFIGURATIONS. ` • • • • A LYNN Mtl1ER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.F * 98705 a Design Pressue (w9 M 91nae Windava, AN Arlcha Grape WMdow Width urWer 23' 25-75r18' 274' 90' 331!2' 35 37' under 23• .7a -0o .ra-0o +ra-0o ,7a -0o wd-0o +rano .ra-0o 2315118' +7a-00 .7da0 .ra-0o +7aa0 «7a-00 .ra-00 +ra-0D 38.3r8' +7aao +ra430 +rano +ra-ao wa-0o ,ra-ao +ra-0o ae• +ra-0o .ra-Bo .ra�eo .7a-90 waao +rano +rano sa•5re• .7a -0o +rano .rano wa•eD +7aao .raao +rano 80' *ro-0D .ra-0o +rano +7aao .7dao +70f -M.8 *7d-04.8 mw .+7a-00 .rano+7dao+7W-07.2 «ra-0a+7d-79.9+7a-0o+ranowa-0e.s.1.+eaao.4+eam.e«+7a-0 HXWft D4.pr Pmwe ••q bWireo/e Altech0 to " Fifm" A"utt.y iva! • Drrelpn Pr�uvn filet) b WM9ur4 Athched b a V•tkY Frrm9 Assembly T18a ••• urU. 7i' 2676176' Z73M• 30' 17/r 9Y 3T HEIGHT Archor Anchor Arclnr ArdArdor Getup Arches dory Arch Grail Grail Grafi Gmrp Gra ASSEM®LY Ail AN AN All B CAD A B CAD A B C l 0 umrrzr .m -a6 +ma9 .meso +7m.md7.e .7mao ,meso .7ad9.s ,7aa6 +7ado ,ro•7a.2 ,mag WbWew WWN +m-ip .m ->b +ro-90.mg+ma0 ala -w .ma6amao+m-m .rode.e.magama9fie•.meso.mac+meso.m.ma6,m-e6.Tarlo.m.ao.m-e6+mac.magama9 WCAD urder29• m 25-78/18' .meso .roao.mo+m-w.meso.mde.e.mde.e.md6e.md4.6 .rod4.a .roans6r 273/4 30' 931!2' 35" ABHOR 37' Anclnr Group Anchor Getup Anclar Group Anchor Crap Anchor Orwp Anchor Grwp WIIDOw Anohw Grail A B C D A B CAD A B CAD A B C D A B C D A B CAD A B CeD ..d., 23' .roao .roa0 +7x-00 .7aao +7or-ao +7a•ao +7a -0o .7aao .7a -0D ,7or-90 .m.ao +7aao .7a-eo .7aeo .7a-eo ,7a-aD ,7a -so +Taco +7aao +7a�o +7a-eo +7a.eo +7a�o +7a-eo zstatr waao ,ro-0o +7a-90 .7aa7o .Tor-eo +mr�o +7aso .7a�o ,7a�a +7or-eo ,7aao +7aao +Ta•ao .7a -so .Ta-ao ,7a-ao .7aeo .7aao .7aeo ,7a�o +7a•ao +7a•eo +Taco ,7aao 9e-3ra• waao +roae.4 +7aao .7aao +roa4.s +ro-ao .roao .7a -7e .Tana .70/i0 0o «ro•ao +7aao .7aa7.e +rano ,raaa .ro-79 wa-co +7aao +ro-7a 3 +rano +roao +raa4 .7aao .7aao fie' +7d•7a2 1 .7da0 ./-e7.s +7aao .7a-90 Hl3.t ,7ai8 .7or•8o +rie.4 +7a-90 +7a•90 .7a -6o +!•68.4 ,7a -03A ,7x30 ,7a -0D .r -0z.6 +ro-BB ,7x38 +r38.2 .7x-00 +7x-00 soars• +7a•7z.3 waao +rd4 .roao .roao .raa.a +7a -0o ,Tor-ao +rss.4 .7aee.7 •oo .Ta•ao -1 -TW .Ta•7as ,7a -0a .7a -0o +/ +70140 .m-ao +7a-ao +r�sa.t .7a-eo.e .7a•ao D .7d-08.3 .ra-7Q7 +Ba -07.2 .aa-0s.z.8x473.3 .r�s.7 .7a-74.9 a.e+7aao.rata.r-07.t.ra-80.9 �-70/ waao.rao.1+rodo.z.rade.a .u7.4 .ro-7s.9.7ad4.e83' r7d-00 .ra-00 +7a-01.3 +8a-70 +8a -01.a HXWft D4.pr Pmwe ••q bWireo/e Altech0 to " Fifm" A"utt.y iva! • Drrelpn Pr�uvn filet) b WM9ur4 Athched b a V•tkY Frrm9 Assembly T18a ••• urU. 7i' 2676176' Z73M• 30' 17/r 9Y 3T HEIGHT Archor Anchor Arclnr ArdArdor Getup Arches dory Arch Grail Grail Grafi Gmrp Gra ASSEM®LY Ail AN AN All B CAD A B CAD A B C l 0 umrrzr .m -a6 +ma9 .meso +7m.md7.e .7mao ,meso .7ad9.s ,7aa6 +7ado ,ro•7a.2 ,mag WbWew WWN +m-ip .m ->b +ro-90.mg+ma0 ala -w .ma6amao+m-m .rode.e.magama9fie•.meso.mac+meso.m.ma6,m-e6.Tarlo.m.ao.m-e6+mac.magama9 WCAD urder29• m 25-78/18' .meso .roao.mo+m-w.meso.mde.e.mde.e.md6e.md4.6 .rod4.a .roans6r 273/4 30' 931!2' 35" ABHOR 37' Anclnr Group Anchor Getup Anclar Group Anchor Crap Anchor Orwp Anchor Grwp WIIDOw Anohw Grail A B C D A B CAD A B CAD A B C D A B C D A B CAD A B CeD ..d., 23' .roao .roa0 +7x-00 .7aao +7or-ao +7a•ao +7a -0o .7aao .7a -0D ,7or-90 .m.ao +7aao .7a-eo .7aeo .7a-eo ,7a-aD ,7a -so +Taco +7aao +7a�o +7a-eo +7a.eo +7a�o +7a-eo zstatr waao ,ro-0o +7a-90 .7aa7o .Tor-eo +mr�o +7aso .7a�o ,7a�a +7or-eo ,7aao +7aao +Ta•ao .7a -so .Ta-ao ,7a-ao .7aeo .7aao .7aeo ,7a�o +7a•ao +7a•eo +Taco ,7aao 9e-3ra• waao +roae.4 +7aao .7aao +roa4.s +ro-ao .roao .7a -7e .Tana .70/i0 0o «ro•ao +7aao .7aa7.e +rano ,raaa .ro-79 wa-co +7aao +ro-7a 3 +rano +roao +raa4 .7aao .7aao fie' +7d•7a2 1 .7da0 ./-e7.s +7aao .7a-90 Hl3.t ,7ai8 .7or•8o +rie.4 +7a-90 +7a•90 .7a -6o +!•68.4 ,7a -03A ,7x30 ,7a -0D .r -0z.6 +ro-BB ,7x38 +r38.2 .7x-00 +7x-00 soars• +7a•7z.3 waao +rd4 .roao .roao .raa.a +7a -0o ,Tor-ao +rss.4 .7aee.7 •oo .Ta•ao -1 -TW .Ta•7as ,7a -0a .7a -0o +/ +70140 .m-ao +7a-ao +r�sa.t .7a-eo.e .7a•ao ea• .rat ,r�a.e .rae.s nano +res .rode.e +7a•eo .r-so.s want ,%ao .r�s.7 .7a-74.9 a.e+7aao.rata.r-07.t.ra-80.9 �-70/ waao.rao.1+rodo.z.rade.a .u7.4 .ro-7s.9.7ad4.e83' +/-se.t ,rda.s+/16.7+70/aa.7+rfi7.s+7a-02.s +7x•80 +r-0a.i .7a•77.t.Ta-ao .M4.s +7x•77.3 8.3 ,7DIi0 ,F49.e N•83.a ,Ta -76.s .7ad7.2 .r<7.7 .7aae.4 +7x24 +r.48.t .7a -M.3 +7a-79.9 T D4.pr Pmwe ••q bWireo/e Altech0 to " Fifm" A"utt.y iva! • WYtlow WI9111 ••• urU. 7i' 2676176' Z73M• 30' 17/r 9Y 3T HEIGHT Archor Anchor Arclnr ArdArdor Getup Arches dory Arch Grail Grail Grafi Gmrp Gra ASSEM®LY Ail AN AN All B CAD A B CAD A B C l 0 umrrzr .m -a6 +ma9 .meso +7m.md7.e .7mao ,meso .7ad9.s ,7aa6 +7ado ,ro•7a.2 ,mag z6tala +meso +m -w +meso +mo .m -w +ma6+mag .mag.mdo waa7.e.mag +roan9s9re• +m-ip .m ->b +ro-90.mg+ma0 ala -w .ma6amao+m-m .rode.e.magama9fie•.meso.mac+meso.m.ma6,m-e6.Tarlo.m.ao.m-e6+mac.magama9 WCAD f688..ma0amao.7m-o.mac.rose.7orao ,mac.macama9.e.m-90 ,magevmeso .meso .roao.mo+m-w.meso.mde.e.mde.e.md6e.md4.6 .rod4.a .roans6r ,m-00.m-e6ama6.7m.2 ♦md7.2 ,md1.2 a7md4 ,rod/ .7x-04 ret -79.9 am -78.9 a7m-79.97r.mdo.mac.mde.s.7ad • ,m-79,ea-79d9.a .emd9..eare9.4.ma7e.md7e.eae7e.ma43.m-7.z,eord7.z+ma7zz.em-m.z.e.mac.meso.mdta.ea-.e ABHOR • • • .eord7.e .eadLe T • • WINDOW ••• FRAME HEIGHT ASSEM®LY TUBE 10" MAX. ADDITION • • • ABHOR • • • (4), IF RED. • • • 8 �f WIIDOw I • • • • F 1r wlmH •� • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • FOR GLASS TYPES: 6) 7/8" LAM/- IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16"T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG'= SENTRYG BY KURARAY AMERICA INC. I -r- F] WINDOW HEIGHT SEE SHEETS i 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (ped Ibr W6dows Attached to a Yerdeal Framo Assembly tube Design Preeeum (ps1l br Single Windows, AN Anchor Groups wkWow Width BWindow -W23-126-16116-1 273/4- 30' 33-1/2 36' 3T Anchor Ardw Anchor Anchor Anchor GB 0/3 Anchor Group Anchor Drag Group Group 0-V G.W oder 29' 25.1518• 27344' 30' 331/7 3S 37' mWindow Leder 23' +901-130 +94-13D +901-130 +94-130 +94-130 +00-130 +(101-130 Anchor Group Anchor Group 25.15/18' +901-130 +M-130 +901-130 +901-130 +901-130 +901-130 +gW-130 CMD 38318' +1101-130 +901-130 +901-130 +901-130 +90!•130 +94-130 +90/-130 1e Zr 48" +901-130 +9W-130 +911/-130 +901-130 +901-130 +901-130 +90-130 +7480 +7480 +74.90 +7480 508!8' +90!•130 +9Dr-130 +901-130 +901-130 +9111-130 +901-130 +901-130 +70180 +7480 +70/ -GD 80• +901-130 +901-130 +90-130 +001-130 +9111-130 +901-130 +911/-130 50.5/8" +701-723 +/017.0 +/-W.3 +70180 +70180.1 +70180 +7480 +74-74.8 +70140 BY +901-130 +901-130 +901-130 +94-130 +901-130 +901.130 +901.130 +136.4 *74-74.9 x701-09.6 +7480 +1-82.8 +74-00.3 +>0/-80 +1-00.1 +7480.2 +7480 72• +g01-130 +901-130 +901-130 +IXW-130 +901-130 +901-124.6 +901-115.7 78• +B4-130 +801-130 +901-130 +90130 +90!•12&2 +9(Y-116.7 +94-109.6 8d• +94-130 +901.130 +1101-130 +94-130 +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAM/- IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16"T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG'= SENTRYG BY KURARAY AMERICA INC. I -r- F] WINDOW HEIGHT SEE SHEETS i 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY I TUBE 10" TMAX. I ADDITIONAL ANCHOR .... (41.1F ; Q. • •• • /•WINDOW I • • • • �'1 WIDTHI��• • • • SEE SHEETSM 6 4 FOB �/IjIDOW14aCHO (N:ATI(1NA AMf1 rX IAalTrrlFC S F SHFF FRAME 10' MAXXWIDTH- ASSEMBLY BET WINDOW HEIGHT J_ IDDITIONAL NCHOR (4). IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • •• REQUIRED FOR THE FRAME ASSEMBLY • • • • TUBE. 3 FOR ANY ADDITIONAL ANCHORS Design Pressure (ped Ibr W6dows Attached to a Yerdeal Framo Assembly tube Width BWindow -W23-126-16116-1 273/4- 30' 33-1/2 36' 3T Anchor Ardw Anchor Anchor Anchor GB 0/3 Anchor Group Anchor Drag Group Group 0-V G.W All AN A6 All A 6 CMD A 1 6 CMD A B 06D wldtn +74-90 +7480 +70180 +7480 +70/80 +70187.6 +7480 +70140 470836 +70186 +7480 +701-79.2 +74-00 +7480 +701-90 +74.90 +74-00 +7480 +74-00 +7480 +70140 +70140 +7480 +70187.6 +70'40 +70180 0 Z +7480 +7480 +70180 +7014D +7480 +7480 +70180 +70/40 +70140 +7440 +70180 +70180 +70140 o� mWindow order 23' 25-15!18'2744' y -9D +70/80 +70/4D +7440 +701-aD .70140 +7440 +7000 +7440 +7440 +70140 +7440 .7440 30• 331/2* 35' 37, • • `n J Anchor Group Anchor Group Anchor Group Is Anchor Group Anchor Group Anchor Group Anchor Group +70140 .7440 +70140 .70180 +70180 +7440 +7480 470180 47080 +70x40 +70140 +7440 A B C D A 8 CMD A B CMD C A B C D Ar+7�3 D A B CMD A B C D • under 23• +70/40 +74-00 +74-00 +7D/-00 +70/30 +701-00 +70180 +74-00 +74-00 +74-00 +70130 +701-00 +7430 +701-00 +701-00 +74-00 +701•.90 +701-W +7480 +701-00 +70130 +701-00 +74-00 +70/-80 25.15116' +70180 +74-00 +701.90 +7480 +70180 +7480 +7480 +74-90 +7480 +74.80 +70;80 +7480 +7480 +74-00 +74-00 +74-00 +7480 +7480 +74.90 +7480 +7480 +7480 +74-90 +7440 383/8' +701-00 +701-78.4 +7480 +70/80 +70180 +701-00 +70180 +70180 +7480 +74-00 +70180 +74-80 +7480 +74-00 +74-00 +70140 +7480 +70/-00 +7480 +701-00 +70180 +7480 +70/ -GD +74-00 q 48' +701-78.2 +1.81.1 +70/-73.1 +70/80 +70184.4 +70/80 +70/-001+74-7&9 +701-00 +74-00 +701-73 +70'80 +74-00 +74.90 +74..7&5 +74.90 +7480 +74.75.1 +7480 +74.80 +70-02.9 +74.90 +74.90 +74.60 50.5/8" +701-723 +/017.0 +/-W.3 +70180 +70180.1 +70180 +7480 +74-74.8 +70140 +74.90 +/.W.2 +70188.7 +7480 +70/80 +74-74.4 +74-00 +7480 +74-71.2 +7480 +70180 +74.78.6 +7489.9 +7480 +7480 SF$ 60' +181 +1.48.8 +l6B,5 +70180 +/87.6 +70188.8 +74-90 +1-03.1 +74.81 +701 -BO +136.4 *74-74.9 x701-09.6 +7480 +1-82.8 +74-00.3 +>0/-80 +1-00.1 +7480.2 +7480 +188.3 +701-75.9 -748D +701.90 63' +/88.1 +1.48.5 +/55.7 +701-0&7 +184.3 +74825 +74-00 +/80.1 +74-77.1 +7480 +/55.6 +74-71.3 +701-0.31+7480 +/.890 +74.78-5 +701.80 +167.2 +74.76.4 +70/8p +/83.1 +701-723 +701.86.8 +70180 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY I TUBE 10" TMAX. I ADDITIONAL ANCHOR .... (41.1F ; Q. • •• • /•WINDOW I • • • • �'1 WIDTHI��• • • • SEE SHEETSM 6 4 FOB �/IjIDOW14aCHO (N:ATI(1NA AMf1 rX IAalTrrlFC S F SHFF FRAME 10' MAXXWIDTH- ASSEMBLY BET WINDOW HEIGHT J_ IDDITIONAL NCHOR (4). IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • •• REQUIRED FOR THE FRAME ASSEMBLY • • • • TUBE. 3 FOR ANY ADDITIONAL ANCHORS IOmign Pres (pat for Wlndw Anschad to a HwRaraal Frame Assently Tube Width BWindow -W23-126-16116-1 273/4- 30' 33-1/2 36' 3T Anchor Ardw Anchor Anchor Anchor GB 0/3 Anchor Group Anchor Drag Group Group 0-V G.W All AN A6 All A 6 CMD A 1 6 CMD A B 06D W +74-90 +7480 +70180 +7480 +70/80 +70187.6 +7480 +70140 470836 +70186 +7480 +701-79.2 +74-00 +7480 +701-90 +74.90 +74-00 +7480 +74-00 +7480 +70140 +70140 +7480 +70187.6 +70'40 +70180 0 Z +7480 +7480 +70180 +7014D +7480 +7480 +70180 +70/40 +70140 +7440 +70180 +70180 +70140 o� Q +7'a4D .7440 +7W -W +M-00 +74-90 +7440 +7440 +7440 +70140 +7440 .70W0 +70/40 +70140+M y -9D +70/80 +70/4D +7440 +701-aD .70140 +7440 +7000 +7440 +7440 +70140 +7440 .7440 • • •s • Is I +70/40 +70/40 +71k -W +70'40 +7440 +70140 +7480 +7440 +70140 +70140 +T01� +7440 +7440 • • `n J +7440 +701-90 +7440 +74-90 +74-90 +70180 +70/40 +70180 +70140 .70140 +70/80 +7" +70140 Is +7440 +70140 +701-9D +7440 +70140 .70180 +70140 +7010 +70140 +7480 .7440 +7440 ++74-90 0 rn +70140 .7440 +70140 .70180 +70180 +7440 +7480 470180 47080 +70x40 +70140 +7440 +7440 +701-90 .70140 +70/40 +70140 +70140 +7440 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY I TUBE 10" TMAX. I ADDITIONAL ANCHOR .... (41.1F ; Q. • •• • /•WINDOW I • • • • �'1 WIDTHI��• • • • SEE SHEETSM 6 4 FOB �/IjIDOW14aCHO (N:ATI(1NA AMf1 rX IAalTrrlFC S F SHFF FRAME 10' MAXXWIDTH- ASSEMBLY BET WINDOW HEIGHT J_ IDDITIONAL NCHOR (4). IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • •• REQUIRED FOR THE FRAME ASSEMBLY • • • • TUBE. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY -I Go TUBE. • • . • • Z¢ W 0 Z o� Q y r • • •s • Is •• •• • • `n J � LL ., O Is %cr�ic�r�vlsRn ..piramn Dow,iy 2023 migm 'DaAkc. .4«,ullp'.4i � J -I Go Lij (LCl Z¢ W 0 Z o� Q y r aJQ D `n J � LL ., O Is • 0 rn ••• • • • ••• • • %cr�ic�r�vlsRn ..piramn Dow,iy 2023 migm 'DaAkc. .4«,ullp'.4i � J -I Go Lij (LCl Z¢ W 0 Z o� Q y r aJQ D `n J � LL ., O aW 0 rn VICEN qF ' •, ���� L' * : No. 58705 ;PO .• S :� .• W "',,'ONAL 1� ``• A. LYNN MILLER P.E. ••• • • • • ••• • • • • • • • • • • ttem Dwp. N Description Material 1 7002 Main Frame Head, Sill & lamb 8083 -TS Alum. 2 7071 Anchor Plate 6083 -TO Alum. 3 7003 Sash Top, Bottom & Side Rall 806376 Alum. 4 70M Frame Comer Key Steel 5 71109 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam S 70M Bulb Weetherstri .187" x.275" Flax PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock SupportPlate Steel 12 7014 Muid-Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 1 7078 jMnImDyad Operator WWd24" Steel 16 1 7027 IMmImt Dual Arm Operator, W W>24" Stec 17 7030 j0peratorGasket Vinyl Foam 18 7031 Operator BackinPlate Steel 19 7051 Operator SacerBlock Nylon 20 7032 Stud Bracket Steel 21 7033 0 eratorTrack&Slider Dual Arm Steel 22 7023 Egress Hinge (Heavy Du Manuf. by Truth Steel 23 7050 Egress Hln/Washable FID Manuf. by Truth Steel 24 Snubber Anti-blowoutCll Steel 32 1713 Setting Block 5132'x 3116'x 1- 4" EPDM 33 1714 Setting Block 5/32"x 71W x 1-1/4" EPDM 35 7036 Laml Bead B 8063.76 Alum 36 7042 Laml Bend C 808378 Alum. 37 7059 Lami Bead D 6083 -TS Ahem 38 1224 Vinyl Bulb Ws ick Flax PVC 70 39 1225 Vinyl Bulb Ws In Flex PVC 70 50 I IDow 8495111mn Backbedding 60 1 71106 Iscreen Frame 3105-M4 Alum 61 1 7040 Iscreen tomer Key PolyprWolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 8063-T6 Alum 71 7004 Frame Assy Tube 806378 Alum SD 08-32 x 2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 OS z 2" Ph. Pn. SMS Stainless Steel 82 1#8 x 5/9" Fl. Ph. SMS Stainless Steel 83 #8 x 7/8' Fl. Ph. SMS Stainless Steel 84 08 x 1" FI. Ph. TEX Stainless Sled 85 08 x 1" Quad Pn SMS Stainless Steel 86 O8X 1-1/2" Quad Pn SMS Staining Steel 87 O10x 1/2" Ph. Pn./TEK Slainlm Steel 89 010.24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 012 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTER AS REQUIRED PER TABLE 3, SHEET 4 FRAME CORNERS " _y� jItIly C+' L N O L1•�'',; • • • • CEN �'• . res •� c * ••No.Be]" !• — • •• 70 TE O(Y RNE �• �� IDA 1ZC r • N. VENICl , FL MJ4211 41 A LYNN M"P, P.E. ML Po .... • .. •... . . . . • • . . . . . . .. •. . . . •. •. ... . . . .•. . . V INTERIOR deed By: Dote: Revision: JR 05/25/17 SHEET. GES THIS fined By: Date: Revision: PRODUCT RE V ISEO as cemptying with the Fhiiia Bwidug Code Amepimoe No - Oto{4.1 ¢ Date e,. Mum DexripGonr urown ay: BOM AND CORNER VIEW J ROSeOWSKI rltlCASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/IAode1: Stole: Sheet: Drawing W. Rev: CA -740 NTS 10 OF 11 MD-CA740-LM C STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS � BUl DESICI I EXT. GLAS ;ONE HOT -MELT BUM STRUCTURAL SILICONE V4' NOM. FOAM 3/18' NOM. WITH DESICCANT EXT. GLASS V/ DINT. GLASS VZ/,- —INT. GLASS 10o KODISPACE 01 SUPER 4SG TPS SPACER@NXTT" DURASEAL@ 102 SPACER POLYISO- BUTYLENE OLYIS6BUYLENE SEAL ROLL -FORMED _ TAINLESS STEEL OCT. GLASS DESICCANT FILL AREA `�!� 5116' NOM. � SILICONE SEAL XL EDGET° 109 COAr`CD GLASS Part # Description Material 100 Kommeding 4SG TPS Spacer System See this Street for Materials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Dumseal Spacer 103 Cardinal XL Edge Spacer A'.06272.919' I + OFRAME HEAD, SILL & JAMB #7002, 6063-T6 1 1.356' q 2 ANCHOR PLATE #7071, 6063-T6 1- I� .050' - I .865 a L T 35 BEAD B #7036,6063-T6 .nr .670' .050' �-- .. 37 BEAD D #7059, 6063-T6 Innl tt l- �, • cera • �/� Lj • • • • •'No. 5~ •••� • •• ,t/�� 71 �• (�• �i� '•.;cL (gilOP. •'•���, �•' 070 7 OGY RIVE • N. VENC 1.L J4242j:5 r A q� . . j941) �t80 �R RESERVED 0. LYNN MILLER P.E P.E.Y 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. �.OBr NOM. t.158' 2.139' 3 SASH TOP, BOTTOM & SIDE #7003,6063-T6 .040, 1.000' .423' FIXED GO SCREEN FRAME #7006, 3105-H14 .523' .050' .885 :)C #7042, 6063-T6 need BY: Dote: Reneiorr JR 05/25/17 NO CHANGES THIS SHEET. used 13yj Date: Revhion: 1-1 2203' .093' —1 .093' ADDON FLANGE 7O #134,6063-T6 PRODUCT REVISED ess Piyingwith owMwfdo Budding Code aacgMrrs rdo 17 -Oft .14 h�ff>sei ede Denripfi— urawn dy: EXTRUSIONS & SPACERS J RO�OWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Senn/Abdel: Scale: SAeet: Drawing No. Rev: CA -740 NTS 11 OF 11 MD-CA740-LM C 1.124' r-- .125 2.701' .Inr 71 .093' FRAME ASSEMBLY TUBE #7004, 6063-T6 1-1 2203' .093' —1 .093' ADDON FLANGE 7O #134,6063-T6 PRODUCT REVISED ess Piyingwith owMwfdo Budding Code aacgMrrs rdo 17 -Oft .14 h�ff>sei ede Denripfi— urawn dy: EXTRUSIONS & SPACERS J RO�OWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Senn/Abdel: Scale: SAeet: Drawing No. Rev: CA -740 NTS 11 OF 11 MD-CA740-LM C MIAMbDIADE MIAMI -DADS 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.miamidade.zov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or matg4i1 fails to perform in the accepted manner, the manufacturer will incur the expense of such.testigg and t4gANJ may• • immediately revoke, modify, or suspend the use of such product or material withiNtbbifjurisdictiou. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dada C',ounty ProductTontrol...:. Section that this product or material fails to meet the requirements of the applicable-beAding code. • :0900: This product is approved as described herein, and has been designed to comply y6th the FlojW& 13pilding • Code, including the High Velocity Hurricane Zone.- "" ' 00*00 0000.. 0000 00.0. DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — I*NJ? 000000 69.6• APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Hof&n;RQller Install (LM)", •, sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and'sealed by AUbppy Lynn' • • •' Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp. Frith the Notice of....: Acceptance number and approval date by the Miami -Dade County Product Control Section. : • * 0 • e • 0 0 0 0 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. 18-0627.01 Expiration Date: August 23, 2023 Y1161 7)18 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. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •.... • 6) Forced Entry Test, per FBC 2411.3.2.1, and-T-AS:202-94 • along with marked -up drawings and installation diagram of an&t Mfnum horizontal sliding window, prepared by Fenestration Testing Laboratory, me *Test Report No. FTL-18-7891, dated 06/06/18, 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 f4C, TA9-201-94 3) Water Resistance Test, per FBC, TAS 202422:': • 4) Large Missile Impact Test per FBC, TAS 2D 1-94 ; • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS.203-94 . .. 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-44: • • along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 61h Edition (2017), dated 06/18/18 and updated on 07/25/18, 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). E-1 Aa1MZ&jjA__ - Manuel er z, P.E. Product Contr E aminer NOA N"-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 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. 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 to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018„issugd by rh"4tacturq..... signed and sealed by Anthony Lynn Miller, P.E. .. 3. Proposal No. 18-0289 issued by the Product Control Section; •dated 02/20%18, signe6 • • • by Manuel Perez, RE ”"" ' .... . ..... G. OTHERS' ...... .... ..... 1. None. • .. .. .... ...... . . . . ...... Manuel Pe/ez4p.E. Product Control fx0iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE DESIGN PRESSURE RATING IMPACT RATING EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR FOR ANCHOR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 7 VARIES PER GLASS TYPE, LARGE & SMALL MISSILE 34" 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 12" FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUANTITIES, SEE TABLES 12-14 23" �� O.C. 2 98" SEE TABLES 2-11 IMPACT RESISTANT 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18.7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; O.C. � 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS � -- -- VISIBLE MANUAL 3 INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LRE (CAP) MUST BE TEMPERED. USER INSTRUCTIONS: 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED - 1) DETERMINE THE SITE SPECIFIC, WINDOW MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPENINGS DESIGN PRESSURE REQUIREMENT CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE I F FROM ASCE 7. A A 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76" 2) KNOWING YOUR GLAZING OPTION (TABLE 1), ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" OVERALL WINDOW CONFIGURATION AND SIZE, DETERMINE THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69" 69" YOUR WINDOWS DESIGN PRESSURE FROM TABLES TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FIXED 2-11. IT MUST EQUAL OR EXCEED THE DESIGN OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 75" VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE BUCK LIGHT LIGHT 22-12" WINDOW OPENING OBTAINED IN STEP 1. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT O.C. ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE 34-3I8" 3) DETERMINE THE ANCHOR QUANTITY FROM SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8" FIXED TABLES 12-18. DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 4) INSTALL AS PER SHEET 15 FOR FLANGE LIGHT INSTALLATION, SHEET 16 FOR EQUAL LEG 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION OR SHEET 17 FOR INTEGRAL FIN THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION. 7) DESIGN PRESSURES: B— A A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL &CYCLE TESTING AND GLASS SEE WEEPHOLE NOTE: DESIGN PRESSURE RATING AM DETERMINATION PER ASTM E1300. NOTES THIS SHEET 75" MAX. BUCK WIDTH MAX. IS THE SAME PROCESS FOR ALL FRAME TYPES B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE 76" OVERALL WIDTH BUCK) (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). TESTING C. DESIGN LOADS ARE BASED D GLASS PER ASTMON ALLOWABLE STRESS DESIGN, ASD. TYP. FLANGE XO ELEVATION (OX SIM.) 1�-X.300' WITH PLASTIC BAFFLE. MAX. DIMENSIONS ALLOWED SHOWN 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABES 15-18 EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR VISIBLE MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 7 RESISTANCE, 34" 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 2 BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 3 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18.7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; 8 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN VISIBLE MANUAL 3 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. O H TABLE 1: Glass Type Deecriptim (Listed from Exterior to IMerlar) DP Table S Anchor Table i I OX XOX STD HD STD FID STD XO I OX XOXr12 1 1 N, .090" PVB, 1/8' AN VISIBLE LIGHT / 7 �0" VER•ALLf JIDTH 34" 15 2 i/8" HS, .090" PVB, 1/6" HS 3 O.C. 8 O J O m Z LL m x VISIBLE 16 3 3/16" AN, .090" PVB, 3116" AN 3 GENERAL NOTES..................................1 8 LU co < ~O J 18 4 1&1B" LIG: 118" AN CAP, AIRSPACE, 1/8' AN, .080" PVB, 1/8" AN 4 GLASS TYPES TABLE ...........................1 7 a i O Z • • • • • • 15 5 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090^ PV8, 1/8" AN 3 • 7 ANCHOR QUANTITIES .......................... IEXTTALLATION I ANCHOR SPECS .... _ 10-14 15-17 15 8 13/16" LIG: 3116"AN CAP, AIRSPACE, 1/8'AN, .090" PVB, 1/8"AN 3 Q' O 9 • • ZSISICS-12 • • • 18 7 13/16" LIG: 3118"TP CAP, AIRSPACE, 118"AN,.D90^ PVB, 118'AN 3 - B O u O 16 < AN, .090' SG, 3116' AN 5 6 10 13 14 17 0= 3/16' HS, .090" SG, 3'16• HS 5 6 11 13 14 18 13/16" LIG: 1/8' AN CAP, AIRSPACE, 3116• AN .090" SG, 3/16• AN 5 6 10 13 14 17 13116' LIG: i/8' TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16' AN 5 8 10 13 14 17 K123116• 13/16' LIG: 1/8' AN CAP, AIRSPACE, 1/8"HS,.090" SG, 1/8' HS 5 8 11 13 141613/18" LIG: 1/8" TP CAP, AIRSPACE, 1/8' HS, .090^ SG, 1/6'HS 5 6 11 13 14 18 13/16"LIG: 3116" AN CAP, AIRSPACE, 1/6" HS, .090" SG, 1/8"HS 5 6 11 13 14 18 13/16" LIG: 3/16" TP CAP AIRSPACE, 118" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 SG= KURARAY SENTRYGLAS• INTERLAYER BY KURARAY AMERICA, INC. a......,..�� .,,...,-, ._._._...'_'_..".- AN=ANNEALED ...__.. __ HS = HEAT -STRENGTHENED TP = TEMPERED IF C 63' VERALL HE 62" BUCK HEIGHT 22-12" O.C. 12" O.C. -4 12"O.C. I / 56' 1 S6' SASH FUCED VISIBLE VISIBLE LIGHT / LIGHT �0" VER•ALLf JIDTH 34" U)) 22-12" • • • • • SASH O.C. •, •*T1rP�����X E�EVATIONE�EVATION O J O m Z LL m x VISIBLE VISIBLE LIGHT Z O 1 LIGHT GENERAL NOTES..................................1 n � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g�J - iC 11968UCK WIWW THIS SHEET S SEE SHEET 17 FOR �0" VER•ALLf JIDTH o U)) 22-12" • • • • • slap O.C. •, •*T1rP�����X E�EVATIONE�EVATION O J O m Z LL m x & SPACING VISIBLE LIGHT Z O 1 -J GENERAL NOTES..................................1 n � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g�J - `- SOTES,EE WEEPHOLE 11968UCK WIWW THIS SHEET S SEE SHEET 17 FOR �0" VER•ALLf JIDTH o U)) INTEGRAL FIN • • • • • slap ANCHORAGE TYPE •, •*T1rP�����X E�EVATIONE�EVATION O J O m Z LL m x & SPACING • • 0** •IMX. DIMENSONSekLLOWED SHOWN Z O tD oU' LU U e3 9 rc -J GENERAL NOTES..................................1 n � LU co < ~O J ELEVATIONS. ......... .. ..............1 aN W S2 r> CODES / STANDARDS USED: GLASS TYPES TABLE ...........................1 9M0 a i O Z • • • • • • •2017 FLORIDAEOILOING COD[ (FBC , OTH EDITION DESIGN PRESSURES ........................... 2-9 W J � • eASTMttl3" • • t R I/ UCTION ANCHOR QUANTITIES .......................... IEXTTALLATION I ANCHOR SPECS .... _ 10-14 15-17 Wto et1 eALLUA4S UI DESI I&MA�UA_,TW , W--2 15: RU ON PROFILES Q' O WIaaus • • ZSISICS-12 • • • CORNER ASSEMBLY.. ........... .............. 19 SC 360-10 PARTS LIST ......... ...........................19 O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `AA111111111////'/ * No. 58705 7 11 i1fil A. LYNN MILLER, P.E. P. E.i 58705 co YYn W ? 6 S ay 0 o 'to y� o U)) - 04 N i W O slap - to O J O m Z LL m x W LU Z O tD oU' LU U e3 9 rc -J �e a n � LU co < ~O J aN W S2 r> Z 9M0 a i O Z U) O V W J � Q J W O � ® N Wto et1 • Q' O WIaaus O Z J O u O Z < r Y U W Z w Q 0= ar)!1 'asap sauas `AA111111111////'/ * No. 58705 7 11 i1fil A. LYNN MILLER, P.E. P. E.i 58705 Overall Design Pressure (Ibs/fe) for XO & OX Windows Glass Type: 1 1/8"AN GLASS Width 37" Overall Hgt. 49" Overall Hgt, 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 Meeting Rail: Standard090" +65.0 -80.0 Pve 1/8"AN GLASS 22-1/8" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" O%erall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 30 2a IL 12"NOM. EXTERIOR GLASS BITE 74 32 GLASS TYPE 1 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 3T' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 •65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 65.0 +65.0 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 X5.0 +63.3 -63.3 ver 0 -all Width Design Pressure (IbsKe) for XO & OX Windows Glass Types: 2, 3, 5, 6, 7 Meeting Rail: Standard LU z w"aa 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt, 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6T' 1 +65.0 1 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -79.2' 74" 1 +65.0 1 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -72.2' NOTES: 1) OVERALL (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 SIZE. 1/8" HS GLASS .090" PVB 30 1/8" HS GLASS 24 12" NOM. GLASS SITE EXTERIOR a 74 32 GLASS TYPE 2 13/16" NOM. GLASS STACK AIRSPACE O PVB 1 /8" TEMPERED /8" AN GLASS I8OR 1 B 12' NOM. ��JJ 0GLASS BITE EXTERIOR 743 �3;q plk • •••GLASSTYPEJ : ••• •• ••• • ••• ••• • • • •• • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 3116" AN GLASS .090" PVB 30 3/1W AN GLASS I I 112' M. I I GLASS 8rtE EXTERIOR a GLASS TYPE 3 13/16" NOM. I GLASS STACK AIRSPACE 090" PVB 3/16" AN OR [�: TP GLASS 1/8' AN GLASS 31 /4 �OR 1B I 12'NOM. GLASS BITE EXTERIOR OR3 70-73 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) ti 0 Y LU z w"aa ❑ O rO > a,op O r, N z y OYj �w N O _ Z Z Z 0,_jc aoH Z W g d W n o UUd o� u I fop rr I'_Z F �N t�9 OLu ¢ pMO r iL O Z U - W J rn W rn O F O x W N ® N � O X � 1aa45 a o g z a ¢ o Z w _Z � � O J W x Q�❑p saua5 NLY OCENSF a * 1• N0.58705 �0sTA D W [V T g" F •'•FL ORIOP.••' • s ` i1''S/ ; Overall Width Design Pressure (Ibslfi:2) for XO 8r OX Windows Glass Type: 4 Meeting Rail: Standard GLASS TYPE 11 (TEMPERED) ••• 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 71.3 74" +65.0 -80.0 +65.0 1 -80.0 +65.0 80.0 +65.0 77.1 +64.9 X4.9 Overall Width Design Pressure (Ibslfe) for XO & OX Windows Glass Types: 8 thn/ Meeting Rail: Standard GLASS TYPE 11 (TEMPERED) ••• 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11hit a 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11 apt '-sapsa!'a5 13/16" NCM. - GLASS STACK AIRSPACE 090" PVB i 118"ANGLASS _I 118 -AN GLASS EXTERIOR a 12"NOM. GLASS SITE GLASS TYPE 4 3116" AN OR .090" SG HS GLASS 3/16" AN OR HS GLASS 'SII 12" NOM. LI GLASS SITE EXTERIOR a 13116" NOM. GLASS STACK AIRSPACE090"SG 1 /8" AN OR TP GLASS 1%3/16"ANGLASS EXTERIOR a 112, NOM. GLASS SITE GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) ••• • • �y 13/16" NOM. I GLASS STACK 13/16" NOM. _w ❑ mo GLASS STACK AIRSPACE '090" SC' AIRSPACE .090" SG 1 /8" AN OR Ory, �� per$ S'm _ g 3/16" AN OR I• Z o TP GLASS • • 1/8" HS GLASS TP GLASS 1/8" HS GLASS 31 .xop 74 31 74 Uj °r Y • • ••• • • 0 nab _w ❑ mo titpp O U) aO, Q Ory, �� per$ S'm _ g Z Z o Z LL <_p • • w • • • o (7n O U_ d u� •• .xop • • F LU < •• •• ••• �N o j e I'_ to ••• DMO o 2 u W j O J 03 O � � w co it O co ;aa s = w o a o Z Z n w O U J w = a ❑ apt '-sapsa!'a5 -110.0 FOR GLASS TYPES 9, 12, 13, 14 b 15 • • •04GLASS • • • \v`` D Y LYNtV i OR 1 C•I. • 16OR 112"NOM.QN,........ BWE • GLASS BITEGLASS TYPES 8 - 15 TERI� • • EXTERIMAY NOT BE USED T 1 • • WITH INTEGRAL FIN •• Cil • • 1 • •• _*:No.58705 • FRAMES 0-73 70-73 NOTES: OR 3B OR 3 �� •. 7F5iyTA�1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND •QLASS T/PE i2 ANNEM" • • GLASS TYPE 14 (ANNEALED) ;'�'•�'TA..•' • \�/4, EQUAL -LEG WINDOWS, SUBTRACT I'FROM THE TIP-TO-TIPDIMENSION IN •• LASS 13•(TEMPE D).• • GLASS TYPE 15 (TEMPERED) %,SS+�'•••.•.•'NG�� THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • • • 77 ONAL • • • • • • • • • • • • //rrlr111111v 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • A LYNN MILLER, P.E. P.E.• 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Overall Width 3116" AN OR Design Pressure Ibslfi� for XO & OX Windows 9 ••• 15 Glass Types: 8 taro D Meeting Rail: Heavy -Duty • 22-118" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" O erall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1100 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 +80.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 +80.0 13116" NOM. GLASS STACK AIRSPACE�113/16"AN D90" SG 118' AN OR TP GLASS GLASS u n 12" NOM. GLASS BRE EXTERIOR a 7x73 f3F�.OR 3B GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 SIZE. 110.0 +80.0 109.8' GLASS TYPES 8 -15 MAY NOT BE USED -170.0 +80.0 -105.8- M WITH INTEGRAL FIN -110.0 FOR GLASS TYPES 8-13 & 15 • FRAMES L r 13116" NOM. l GLASS STACK AIRSPACE 090" SG AIRS 118" AN OR 3/16" AN TP GLASS 118" HS GLASS TP GLA �vrc i o 12" NOM. GLASS BITE EXTERIOR 70-73 3@OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13116" NOM. GLASS STACK OW' SG �kl-/B"HS GLASS Y"^ I 12• ROM. GLPSS BRE EXTERIOR a 70.73 �OR 3 GLASS TYPE 14 (ANNEALED' GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• 3116" AN OR • ••• HS GLASS • .090' SG 3116" AN OR �o O HS GLASS 23 ' 0 N 2 01Y, 12' NOM. • • • GLASS BRE EXTERIOR • • a • • •• • • 74 •• 32 GLASS TYPE 8 13116" NOM. GLASS STACK AIRSPACE�113/16"AN D90" SG 118' AN OR TP GLASS GLASS u n 12" NOM. GLASS BRE EXTERIOR a 7x73 f3F�.OR 3B GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 SIZE. 110.0 +80.0 109.8' GLASS TYPES 8 -15 MAY NOT BE USED -170.0 +80.0 -105.8- M WITH INTEGRAL FIN -110.0 FOR GLASS TYPES 8-13 & 15 • FRAMES L r 13116" NOM. l GLASS STACK AIRSPACE 090" SG AIRS 118" AN OR 3/16" AN TP GLASS 118" HS GLASS TP GLA �vrc i o 12" NOM. GLASS BITE EXTERIOR 70-73 3@OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13116" NOM. GLASS STACK OW' SG �kl-/B"HS GLASS Y"^ I 12• ROM. GLPSS BRE EXTERIOR a 70.73 �OR 3 GLASS TYPE 14 (ANNEALED' GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• • �o O N alsJ 0 N 2 01Y, • • • • • • • • • • • • • •• • • •• •• • • LU >� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LY ..GENN1.11 Q�. No. 56705 VTE5? i CCS'••�,�ORIOP..•'• N '"o/ONAL LE? A. LYNN MILLER, P.E. P.E.k 58705 LU �o O N alsJ 0 N 2 01Y, Of rn Q Z OJ a Z LL � rs _ J LU � n UUd co LU >� nLU O z Z C Of LU J JO W m LL O tr w v ®� tJ j (1) T,-. = w a o o Z_ Z O Jw = Q an!t O asa0 sava5 LY ..GENN1.11 Q�. No. 56705 VTE5? i CCS'••�,�ORIOP..•'• N '"o/ONAL LE? A. LYNN MILLER, P.E. P.E.k 58705 Overall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibslfe) for XOX Windows 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. Glass Types: 1, 4, 5 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. -1118' AN GLASS 1/a-1/2 1/4 12.038 - 12.052 +60.0 60.0 +60.0 10.0 +60.0 60.0 +60.0 60.0 +60.0 10.0 +60.0 -60.0 44" 1/3 1/3-1/3 12.053 - 15.008 +60.0 10.0 +60.0 -60.0 +60.0 10.0 +60.0 10.0 +60.0 1 -60.0 +60.0 -60.0 ••• 1/a -1/2-Y4 12.038 - 13.302 +60.0 10.0 +60.0 160.0 +60.0 10.0 +60.0 10.0 +60.0 -60.0 +60.0 10.0 49" '/3-/3-1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +60.0 160.0 +60.0 160.0 +60.0 160.0 Ir U %-%-1/4 12.038 - 14.333 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 53-1/6" 1/3-Y3 1/3 14.334 - 18.050 +60.0 -60.0 +60.0 160.0 1 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 ••• %4_1/?/4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +60.0 10.0 +60.0 160.0 61" '/3-1/3-'/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 160.0 +60.0 10.0 1/a -Y2 -Y4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 10.0 +60.0 10.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 10.0 +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 10.0 +60.0 10.0 • 1/3-Y3 1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 10.0 +60.0 10.0 %4_1/2-1/4 '" -24.082 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 +58.2 58.2 +53.9 53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 10.0 +60.0 10.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 26.186 - 31.038 +60.0 10.0 +60.0 -60.0 +60.0 10.0 +60.0 -60.0 1 +60.0 10.0 +60.0 10.0 %4-1/2-1/4 -25.302 +60.0 10.0 +60.0 -60.0 +60.0 10.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 10.0 +60.0 10.0 +60.0 10.0 +60.0 10.0 +60.0 -60.0 +55.5 55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 10.0 +60.0 10.0 +60.0 -60.0 +58.6 1 -58.6 %4_1/ 1/ " - 28.302 +60.0 10.0 +60.0 10.0 1 +60.0 10.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 10.0 +60.0 -60.0 +60.0 10.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 10.0 +60.0 -60.0 +60.0 160.0 +60.0 10.0 +60.0 10.0 +52.5 -52.5 120" 1/4-1/2-1/4 " -31.038 +60.0 160.0 +60.0 10.0 +60.0 -60.0 +58.2 1 -58.2 1 +53.9 53.9 +48.7 148.7 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIU IH - 5I.924 2 MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 13/16" NOM. GLASS STACK AIRSPACE I DW � 1/8" AN GLASS 1/8"ANGLASS ^ 10 1/P NOM GLASS BITE EXTERIOR a ®OR 3 70-73 GLASS TYPE 4 13116" NOM. I GLASS STACK AIRSPACE t1l 090' PVB 1/8_TP/8'AN iB"AN GLASS 090" PVB • • • • • -1118' AN GLASS 30 'a 24 1/2" NOM. (n GLASS BITE EXTERIOR a �j 74 32 GLASS BITRE GLASS TYPE 1 13/16" NOM. GLASS STACK AIRSPACE I DW � 1/8" AN GLASS 1/8"ANGLASS ^ 10 1/P NOM GLASS BITE EXTERIOR a ®OR 3 70-73 GLASS TYPE 4 13116" NOM. I GLASS STACK AIRSPACE t1l 090' PVB 1/8_TP/8'AN • • • • • • • • • • • • 'a ^ 1/Y NOM. (n ON z I �j !n GLASS BITRE 1 a OJo • • • • • • • • • • EXTERIOR • • • • • • • • • • • ••• • • a ••• • • W J W O F 70-73 p • • 69: •• • • • • • • • ®oR 38 GLASS TYPE 5 2 Q 0 O Z Z_ a Z o r - Ir U (7 J W = • •• • • • • ••• • •• ••• •• • • • •• NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND •• • ••• • • • • ••• • ••• • EO UAL -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 SIZE. • • • • • • • • • • • • • • • • • • 'a K w_ O o O (n ON z I �j !n o Z 1 a OJo • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ti DD Y w ? Id z O 'a K w_ O o O (n ON z I �j !n o Z 1 a OJo _ w m Z�8D s� X Lj d J n Moip n Z a oN Lu �> v '0o F- N omo Z - U Q LU J W J W O F O p w Ln 0 i fA W 1a-45 2 Q 0 O Z Z_ a Z o r - Ir U (7 J W = `11ttllrn/// LYNN VICENSF `* N0.58705 -p 2 d - D r 44, "Al 'tORtDP' I'SS��NAL LNG`• A LYNN MILLER, P.E. P.E.# 58705 TABLE 8. Sash Configuration Width �9e (in) Design Pressure (Ibs/ft2) for XOX Windows 21-1l8" Overall Ftgt. 29" Overall Hgt. 37" Ctierall HM. 49" Olerall HM. Glass Types: 2, 3 Meeting Dail: Standard 55" Oeerall Flgt. 63" Caerall Hgt. • • 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 44" �/7 �/3-�/3 12.053 - 15.008 +65.0 •80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 ••• �/a-�r�/a 12.038 - 13.302 +65.0 X0.0 +65.0 1/8" HS GLASS 090" PVB +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 X0.0 49" 18" KS GLASS 13.303 - 16.675 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 LYNN �/a-�/z-�a 12.D38 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +g5.0 -80.0 53-1l6" �/3-�/3 �� 14.334 - 18.050 1 -80.0 +65.0 -BO.D +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 fit" �/a-�/z-�a 12.038 - 16.302 +65.0 24 r +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 X0.0 +65.0 -80.0 1/3-y3-1/3 16.303 - 20.675 +65.0 -80.0 112" NOM. -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2-1/, 12.038 - 20.052 +65.0 -80.0 +65.0 GLASS BITE +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 -22.185 +65.0 -80.0 +65.0 -80.0 EXTERIOR -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 �/s-�/3-�/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 �a-�/z 24.082 +65.0 -80.0 +115.0 -80.0 +65.0 -80.0 74 X0.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 32 +65.0 80.0 +65.0 -80.0 1/3-y3-1/3 26.186 - 31.048 +65.0 80.0 +65.0 -80.0 +65.0 •80.0 +65.0 80.0 GLASS TYPE 2 -80.0 +65.0 80.0 - 25.302 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 +65.0 X0.0 +65.0 X0.0 +65.0 -80.0 9T' custom 25.303 - 27.185 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 �/3-�/3-�/3 27.1 S6 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �a-�z-�a `t -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3/16" AN GLASS custom 28.303 - 30.185 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 090" PVB 30.186 -36.675 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +fiS.D 80.0 +65.0 80.0 +65.0 -80.0 �a-fir �/a 3176" AN GLASS +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1135/8" custom 29.464 - 33.185 30 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.D 80.0 +65.0 80.0 1/3-1/3-1/3 33.186 -38.222 +65.0 23 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 %r�/a -31.052 +65.0 80.0 1, NOM. 80.0 +65.0 80.0 +65.0 -80.0 +65.D 80.0 +65.0 80.0 120" custom 31.053 - 33.185 +65.0 80.0 +65.0 GLASS BITE +65.0 80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 80.0 custom 33.186 -38.222 +65.0 80.0 +65.0 80.0 EXTERIOR -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 80.0 a 74 32 GLASS TYPE 3 •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •• ••• • • • • • •• " MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 • • •• ••• • • •• • • • • • • • •• • • • • �•• • NOTES: • • •• 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND •• • ••• • • • ••• • • ••• • EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN • • • • • • • • • • • • THE TABLE TO DETERMLNE THE WINDOW SIZE. : : • • : • ` : : • : • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • Olerall Width Sash Configuration Width �9e (in) Design Pressure (Ibs/ft2) for XOX Windows 21-1l8" Overall Ftgt. 29" Overall Hgt. 37" Ctierall HM. 49" Olerall HM. Glass Types: 2, 3 Meeting Dail: Standard 55" Oeerall Flgt. 63" Caerall Hgt. • • 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 44" �/7 �/3-�/3 12.053 - 15.008 +65.0 •80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 ••• �/a-�r�/a 12.038 - 13.302 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 X0.0 49" 1/3-1/3-Y3 13.303 - 16.675 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 LYNN �/a-�/z-�a 12.D38 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +g5.0 -80.0 53-1l6" �/3-�/3 �� 14.334 - 18.050 +65.0 -80.0 +65.0 -BO.D +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 fit" �/a-�/z-�a 12.038 - 16.302 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 X0.0 +65.0 -80.0 1/3-y3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2-1/, 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 -22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 �/s-�/3-�/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 �a-�/z 24.082 +65.0 -80.0 +115.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 1/3-y3-1/3 26.186 - 31.048 +65.0 80.0 +65.0 -80.0 +65.0 •80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 - 25.302 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 +65.0 X0.0 +65.0 X0.0 +65.0 -80.0 9T' custom 25.303 - 27.185 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 �/3-�/3-�/3 27.1 S6 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �a-�z-�a `t -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 �/3-�/3-�/3 30.186 -36.675 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +fiS.D 80.0 +65.0 80.0 +65.0 -80.0 �a-fir �/a - 29.463 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1135/8" custom 29.464 - 33.185 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.D 80.0 +65.0 80.0 1/3-1/3-1/3 33.186 -38.222 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 %r�/a -31.052 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.D 80.0 +65.0 80.0 120" custom 31.053 - 33.185 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 80.0 custom 33.186 -38.222 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 80.0 ••• • • • • ••• • • Lu O o US 0 [v a § O Z O Z p a�` Z LL co m _ J W o C9 U d o- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w �C Co Y o Lu O o US 0 [v a § O Z O Z p a�` Z LL co m _ J W o C9 U d o- v J o _) H Z 7 V C j I( OMO ro a0 to z O Z U W W J J O M ¢ C" LL O � ® m � IV W LY o » 0O CO ,aays = w o Z_ D Z o n w U 2 J 0 W = LYNN VLCENSF No. 58705 = * - -U 77 G� A. LYNN MILLER, P.E. P.E 0 58705 Overall Width Sash Configuration Sash a h Glass Range n9 (in) ) Design Pressure (lbs/fe) for XOX Windows 21-1/8" Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. T 6, 7 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. O %s 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Oma$ z LL T � 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ••• X4_1/2_1/4 12.038 - 13.302 +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" 1/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 531 /8" y, -y, -y4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4_%2_%4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/ Y3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y, -1/2-Y, 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.98 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-%%4 ". -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3 -1/3-y3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_1/4 -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 �3-1/3-Y3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/ 1/4 " -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 Y3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 %4_1/2_Y " -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 1135/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-1/3-%3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 %4_1/2_Y4 " -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 - MIN. MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •' MIN. SASH WIDTH (FIN d EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (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 SIZE. 13/16" NOM. GLASS STACK AIRSPACE�k, 090'PVB 3116" AN OR TP GLASS /8" AN GLASS amp'!per. ®OR -/ GLASS TYPE 6JANNEALEDJ GLASS TYPE 7 (TEMPERED) "-80.0 FOR GLASS TYPE 7 • • 000 L75.! 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Glass Types: 8, 10, 11 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. • Y4 1/2--y4 12038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" Y4 -%-Y4 112.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 5/3-5/3"'/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-118" �a-1/z-1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 61" %4-'/z '/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3 -1/3-Y3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 -y, -y4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y3-1/3 1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4 -y2 1/4 `" -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 Y3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 �/4-yz-y4 -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/a-1/3 1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 14-%--%4 '" -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-13 1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 y, -y2 -l/, "' -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 Y3 -Y3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 %4 Y2--1/4 " -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 1 -110.0 1+80.0 1 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -90.6 •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •• MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 SIZE. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• • • • • • • • • • • • • • • •• • • •• •• • • ••• • • • • ••• • • "aa _m a� O O v _ 07 6h ao Z QJ O ZLL m mx `J, WO rZ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" AN GLASS 090" SG 311V AN GLASS 30 "n 12" NOM. GLASS BITE EXTERIOR a GLASS TYPE 8 13116" NOM. GLASS STACK AIRSPACE D90" SG 1 /8" AN OR TP GLASS I I 3/18' AN GLASS 12' NOM. GLASS 817E EXTERIOR a 3@OR 38 GLASS TYPE 11 (TEMPERED) 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES W i > v �Yn "aa _m a� O O v _ 07 6h ao Z QJ O ZLL m mx `J, WO rZ F > r DMOro i to ? o Z V W W O 0 W F0 � ® x W a a IV 0 Cr 7 U) 1==vs = O = W a O W d o w Z_ Z 0 n O J W = o aql Isap s ua5 ow? LYNN �•��•'• LICENSE = * i No. 58705 = (/tSTE ' ' F •'•FLORIDF' •'GN��: S7ONAL et" ' /11111111\\ A LYNN MILLER, P.E. P.E.• 58705 Overall Width Sash Configuration Width Range (in) n Pressure � Ibs/ft2� for XOX Windows Design Glass Types: 9, 13, 14, 15 Meeting Rail: Standard 21-1/8" O,.erall Hgt. 29" O%erall Hgt. 370 11 Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-y,-1/4 12.038 -12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • • 1/3-1/3-/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" Y4 -y,-1/412.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0= 1/3 1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-118" X4_1/rt/ 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/,-1/3 14.334 - 18.050 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4-Y2-1/4 12.038 - 16.302 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/41/_%4 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +BO.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 Y, -1/2-Y, "• - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 1/3-y3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 1/4_1/%q "• -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -106.7` 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-Y3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/-/r%4 " -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 109" custom 28.303-3 .1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 30.186 -36.675 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 1/.-1/rt/4 '• -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 1135/8" Custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 ' -110.0 +80.0 -110.0 +80.0 -110.0 33.166 -38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-y4 "" -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.558 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 SIZE. ••• • --I IU.0 rUK Ui bb ITYt.Ia, I L, IJS 1D • • 00: •• • • • • • • • 0 �M O TP GLASS 1 5" HS/GLLASS 31 M i-ri 74 ) O O • •• • • • • • • • • • • • • • GIRSS TYRES 8 - 15 • • • • • • • MW NSIPBE USED •• •• ••• • WITH INTEGRAL FIN • ••• • • • FRAMES •• ••• • ••• ••• • a N 0= 06 0 IaauS r • • • • • • • • • • • • • • • • • • • • • • • Z Z 2 n ••• • • • • ••• • • 3116" AN OR 0 �M O TP GLASS 1 5" HS/GLLASS 31 M i-ri 74 ) O O U)Z O J Sy Z LL mi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 090" sG , 3116" HS GLASS 3116' HSGLASS 30 1 23 1/Y NOM. CLASS BITE EXTERIOR a 74 3z GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE .090" SG 1/8" AN OR TP GLASS i _ 118' HS GLASS 12• NOM. GLASS BITE EXTERIOR a GLASS TYPE 13 (TEMPERED) 12" NOM. GLASS BITE EXTERIOR a GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W ,...��� 13/16" NOM. I GLASS STACK Y AIRSPACE � .D90 -SG 3116" AN OR 0 �M O TP GLASS 1 5" HS/GLLASS 31 M i-ri 74 ) 12" NOM. GLASS BITE EXTERIOR a GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W c Y w � 5 „ay 0 �M O 0 Neu O N i y o1n0 M O O U)Z O J Sy Z LL mi J LUO s0 XBa 1. ti OUB •� W I.- W � c N aMa >Z t` o Z c_% 0 U LU J JM 'jF W LL O 0: LU a N 0= Q IaauS r = � W cr o D a Z Z 2 n U J W = al,, sap saua$ 1111111111 �/� No. 58705 'pOH A FC GRID P,. •'• ���� G /1 SZ�NAL WEN A LYNN MILLER, P.E. P.E.# 58705 TART F 11 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: ANCHORS AT THE Anchor Quantities for XO & OX Windows Glass Types: 8 thru Meeting Rail Standard Overall Width 22.1/6" Overall Hgt. Glass Types: 1 thru 7 49" Overall Hgt. Anchor Quantities for XO & OX Windows 63" Overall Hgt. • Head & Sill E Head & Sill E Head &Sill @ Head & Sill Meeting Rail: Standard Overall Width 22.118" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1" 3 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 131 1+C3+1 " 3 TART F 11 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: ANCHORS AT THE Anchor Quantities for XO & OX Windows Glass Types: 8 thru Meeting Rail Standard Overall Width 22.1/6" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 1 55" Overall Hgt. 63" Overall Hgt. • Head & Sill E Head & Sill E Head &Sill @ Head & Sill Head &Sill m 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 12 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+132+2 12 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 27-2+72-72 2+C2+2 3 2+C3+2 3 2+C3+2 4 TART F 11 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: ANCHORS AT THE • CLUSTER OF 3 ANCHORS 2 ANCHORS AT 4AN INC!: THE • • • CENTERED AT THE THE FIXED LITE • SASH Anchor GG{RAIL MEETING Quantities for XO & OX Windows JAMB 2��__I O �j T o OJ$ €" _ rn z • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. / 17—N1.�I • • 22-12" 22-118" Overall Hgt. 37" Overall Hgt. MAX. O.C. 55" Overall Hgt 63" Overall Hgt. 76" Overall Hgt. G AIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. —r►1 6" MAX. O.C. r-- I i 2 -ANCHOR 3 -ANCHOR CLUSTER DETAIL CLUSTER DETAIL 4" MAX. O.C. --� r— / L��j • • • • 4 -ANCHOR • • • • CLUSTER DETAIL • • NOTES: • • • • 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG Glass Types: 8 thru 15 • • • • Anchor • Quantities for XO & OX Windows • • TO DETERMINE THE WINDOW SIZE. O �j T o OJ$ €" _ rn z • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • Meeting Rail: Heavy -Duty • • Overall Width 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt 63" Overall Hgt. 76" Overall Hgt. •• •• ••• • • • ••• • • m O LL O Head & Sill E Head & Sill EHead & Sill E Head & Sill E Head & Sill E Head & Sill to 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 • 3 1+C2*1 • rL 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 •t•C2+•1 - rr 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 903 •}C3+1•• ill 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1jLL 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C34:,3• 2+C4!2 • 4 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 : 4 2+04#2 • 5 4" MAX. O.C. --� r— / L��j • • • • 4 -ANCHOR • • • • CLUSTER DETAIL ••• • • NOTES: • • • • 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG oo • • • • WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • • TO DETERMINE THE WINDOW SIZE. O �j T o OJ$ €" _ rn z • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • as oo U)i U N i ",Q - 0 O �j T o OJ$ €" _ rn z z LL O m i sg • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111111111/'/ . YNN �yY../ Q�.. UCENSF'.. ((� i NO. 58705 � *- eT' :CCs •'•:c�ORIDP,.�'G���� ,/ONAL10�`�\ A. LYNN MILLER, P.E. P. E.# 587D5 0 Y W ? � y O 1`f as oo U)i U N i ",Q - 0 O �j T o OJ$ €" _ rn z z LL O m i sg .J.. Lu , n 0 C) "Mo,a F2 a -J oN W — >a z O Z m C/) U J m O LL O O ~ It i 7,-, 7 O x Q a rL d O � 5 z_ R o U � x U rr J z x 111111111/'/ . YNN �yY../ Q�.. UCENSF'.. ((� i NO. 58705 � *- eT' :CCs •'•:c�ORIDP,.�'G���� ,/ONAL10�`�\ A. LYNN MILLER, P.E. P. E.# 587D5 O�erell Width Sash CorlSash ion Sash Width Range (n) Anchor Quantities for XOX Windows 21-118" O%erall Hgt. 29" O%erall Hgt. 37" O%erali Hgt. 49" OLerall Hgt. a a Head &Sill Head & Sill m Head & Sill E Head & Sill Glass Types: 1.4. 5 Meeting Rail: Standard 55" Otierall Hgt. 63" Oherall Hgt. a a a Head &Sill Head &Sill m 0 2 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 TABLES FOR XOX �/3-1/3-%3 12.053 -15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • %r% 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49 IN THE 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53116 ••• 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H Y,Y3-% 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" '/a-1/2-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-.1/3-% 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _j J 1/a -1/2 -Ya 112.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 12 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/ 1/r1/a -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" Custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3 �/3-1/s 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ya 1/2-1/4 " -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 12 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 Ya- -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+22+3+C2+1 3 120" /i-Yz-Ya " -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1r MAX. O.C. 2 -ANCHOR CLUSTER DETAIL - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 Co Y "" MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 58.924 W ? N 0 2 GUIDE TO USING Iw o F C ANCHOR QUANTITY 1+C243 HC2,019 (0N ?n TABLES FOR XOX to Q O WINDOWS: _ Lu W Z O CLUSTER OF 2 • CLUSTER OF 2 3 ANCHOR: • • • • • ANCHORS • ANCHORS IN THE • • • 1 ANCHOR AT THE SASH CENTERED AT THE CENTERED 3 ANCHORS AT AT THE JAMB • ••• • MEETING RAIL THE FIXED LITE MEETING RAIL • •�-.:.�♦-�,• • • H 1 ANCHOR AT •� • • • 9't•AX. •"-ill • I-� 12" MAX O.C. THE SASH i 0Z H •• ••• ••l x 9"MAX. NOTES: Z O 7 7RE.PEAT 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • • • • f • MCfTIW RAIL OR PATTERN AT SILL WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • _j J Z • • • • • • • • • • • Q a1711 • • •• • • •• •• • s a5 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • •• c Co Y W ? N 0 ay Iw o F C U)) 00, (0N ?n to Q O 1 a ¢ 0- O y _ Lu W Z O O r Z LL Co m x c� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c Co Y W ? N 0 ay Iw o F C U)) 00, (0N ?n to Q O 1 a ¢ 0- O y _ Lu W Z O O r Z LL Co m x c� v n o L) V W ° Bo u a oN O LU rc N pM0 a' Z O Z U J W In T LL O H O i 0Z H ,aays x Z O 1- _j J Z = Q a1711 Q sap s a5 ONY LYNN ' = No.58705 *r - G*- -� 7 c - �0,�'• St TE 6 ONAL A LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (n) Anchor Quantities for XOX Windows 21-118" Overall Hgt. 29" Owall Hgt. 37" O%erall HgL 49" Overall Hgt. a n n Head 8 Sill E Head &Sig EM Head & Sig E Head &Sill Glass Types: 2, 3, 6,7 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. n n 0 EHead & Sill E HE & Sill 44" 1/4_1/2-% 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER OF 2 %-1/3-1/3 12.053 -15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �a-yi 1/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3--%-% 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • • 1/ 1/r1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53118" 1/3-1/3-%3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4-1/2-1/4 12.038 -16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 ANCHOR AT 1/3-%y%3 18.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 U 1/4_1/2 1/ 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 %3-1/3-1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-Y2-1/4 "" -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 X 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Ya -1/2-y4 " -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %a-%3-1/3 27.186-32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y4 1/2y4 "" -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-%3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %4_y2-1/4 "" -29.463 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+I3+1 3 1135!8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/ ?/2%4 " -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+ 3+3+C3+1 3 120" Custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C2+3+C2+1 31 1+C3+3+C3+1 3 12" MAX. O.C. - ��----�I 2 -ANCHOR_ CLUSTER DETAIL 8" MAX. O.C. 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 55.556 2 • • • • ••• \ "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 • • • • • • - CLUSTER OF 2 CLUSTER OF 2 2 O O r� a to Z ANCHORS ANCHORS 3 ANCHOR! IN THE U_Ud o� • • • • • • • • • •1 ANVIRR AT CENTERED AT THE • 0.0 CENTERED AT THE •• •• • • • • • • • T(✓E SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB • • • • • • • � THE FIXED LITE N • • • • • • •22-M!• IMAX. OC. a 1 ANCHOR AT C7 Q • • • • • • • • U • • • • • • • • • 9"MAN• � 12" MAX. O.C. THE SASH all'1 NOTES: sa�ia5 I -J -----� �- - 9"MAX. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • • • • L 000 ••• X_ / O / X WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. % : : : : • • • • • • • • • • • • • • • • • • • • • • • MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • • • • • • • • • O O r� a to Z O J O y Z LL c' mi W O r U_Ud o� -j • •• •• • 0.0 • •• •• ••• • • • ••• • • 0 111,,,."" iY LYNN 's O'\CENgF ' • �(( ,* N�o.58705 0 •. STATE �F sS , ��NAL 0\\G A LYNN MILLER, P.E. j P. E.# 58705 J C Y W ? > y o cl ab w O wo �q alop U) O r (7 N z ai O O r� a to Z O J O y Z LL c' mi W O r U_Ud o� -j F- Z c �MBp aN LU F- rn p,Mn o Z U -Z J W m W LL O r O � } N Z hays O x a c C7 Q OK Z 2 U J Z x Q Q all'1 'osap sa�ia5 0 111,,,."" iY LYNN 's O'\CENgF ' • �(( ,* N�o.58705 0 •. STATE �F sS , ��NAL 0\\G A LYNN MILLER, P.E. j P. E.# 58705 J C%eraX 11 Wilt Width Sash Configuration Sash Width Range (in) Anchor Quantities 21-1/8" Overall 1. 29" Overall Hgt. n a Head 8 Sill m Head & Sill E for XOWindows 37" Oeelall Hgt. 49" Overall Hgt. a Head &Sill m Head S Sill Glass Types. Meeting Rail: 55" Overall Hgt. a a W Head &Sill E 8, 10, 11 Standard 63" Overall Hgt. a Head 8 Sill EW 1/4-%r%4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-1/3-% 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" �a-yi 1/4 12.038 -13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Z_ 13.303 - 16.675 1+C2+1+C2+1 .21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/4-1/z-%4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 � 1/s-1/3 1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4 1/2 1/4 12.038 -16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/s-1/res 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4 1/Z %4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-% 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4 -1/z -y4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %-%s-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 y4 y2-1/4 '- -25-302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 y4-yz-1/4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3--1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 y4 -y2 -y4 « -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 3-1/3'1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 2+12+2+C2+2 121 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 "" MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 56.556 2 "' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL_ MOTH - 57.556- 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 SIZE. •• ••• • s • • ;1 ANVPR AT • • • • • • • • WE SASH • • • • • • • 221!'MAX. OC. • • • • • • • • • 871N1Pd1. 00 000 0 Soo ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12" MAX. D.C. 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 9" MAX. X REPEAT ANCHOR PATTERN AT SILL �..• %GEN8j •. ��� * : • No. 58705 %�O STATE F/a F�OR10P.•''GN S'ONAL IE�... A. LYNN MILLER, P.E. P.E.# 58705 W = 'C22 16 fh 'nab } r N atop Z Q = O0 n� Z o O Z LL mi o r o c1 Uo d oa v *e r ED ~ LU < rO` > a JMO - Z 0 Z_ J W m LL rn O O FQ Cn ® S N O F- H Q laaVS � = 7 < a a O Z O U U CC J Z = Q Q au�l sa4 wva5 �..• %GEN8j •. ��� * : • No. 58705 %�O STATE F/a F�OR10P.•''GN S'ONAL IE�... A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 21-1/8" erall Hgt.j 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. OA a v o Head &Sill E Head & Sill E Head &Sill E Head &Sill Glass Types: Meeting Rail: 55" Overall Hgt. a a a Head &Sill W 9, 12, 13, 14, 15 Standard 63" Overall Hgt. a Head 8: Sill • 1/i 1/z-%4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 0 (M = OTj 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • 1/4_1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/s-1/3-%3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O Y4-1/2-y4Y4-1/2-y412.038-14.333 O 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/r1/s-1/s 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4_1/2_Y4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/s -1/s -1/s 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/a -1/i 1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 13, 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-%3--1/3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 y4 -y2 -y4 "" -24.082 i+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+03+2+C3+1 3 1/s -1/i Y3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4 -1/2-y4 "" -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3 :/s -1/s 27 186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+03+2+C3+1 3 1/4 -y2 -y4 - -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-%-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 y4 -y2 -y4 "" -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464-33.185 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-1/3-1/3 33.186 -38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4_1/2 %4 1 "" -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" 1 custom 131.053-33.185 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 133.186 -38.222 1 2+C2+2+C2+2 i 21 2+C2+3+C2+2 2 2+C2+3+C2+2 21 2+C3+3+C3+2 131 2+C3+3+C3+2 31 2+C4+3+C4+2 4 " MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) - OVERALL WI2DTH - 57.556 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR 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 SIZE 12" MAX. O.C. - 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. CLUSTER DETAIL 4" MAX. O.C. 4 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY CLUSTEROF2 \ • • • •Ao1BLNS POR XOX a 0, 1 OR AT ANCHORS CENTERED ATTHE 3ANCHORS AT • • • • D• • . • • 000 el THE SASH MEETING RAIL THE FIXED LITE • • • • • • 2291/2"7NA7(. O.Q. •• ••• •• • • • •• r (� 12"M 9" MAX. --� ---- ---1 r--- I • • • • • • • • • • • • - - J � . - - - - J • • • • • • • / X / O • • 00 •• 0 • • •• •• • • • • • • • • MEETING RAIL ••• • • • • ••• • • "a � w o lA } r - O Q 0 (M = OTj 0)O 0,-8 �" Z • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • CLUSTER OF 2 .3�1 ANCHORS IN THE :NTEREDATTHE I JAMB MEETING RAIL tANCHOR AT AX4O.C. THE SASH r- 9" MAX. X REPEAT ANCHOR PATTERN AT SILL w °r Y N N m ?i "a � w o lA } r - O Q 0 (M = OTj 0)O 0,-8 �" Z _ M W L U_ d H Z v F Ui S2 oUi N 20 �Z z V J W Il] QI LL O H O •- ® N F- � O z Q 7aa45 _ j g O O Z O W U _ U J Z = Q IQ 3W LYNN''',, EN *. No.58705 * *- S ATE OF � ' S"ONAL O�� A LYNN MILLER, P.E. RE 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET DIRECTLY INTO CONCRETE/CMU. 9/16' ilMAX. SHIM 2 EDGE DISTANCE EMBEDMENT SEE TABLE B, FOR HEAD TYPE 1/4'SN M O EMBEDMENT DISTANCE aNOTE ° ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY � OVERALL HEIGHT _1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, , SEE TABLE 19. ))ABOVE '/ABOVE SASH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 4 52 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET 1/4" MAX. SHIM —+{ EMBEDMENT SASH VISIBLE 4 LIGHT WIDTH 12 , EDGE _171'--� 17 t ° DISTANCE FIXED VISIBLE I` LIGHT WIDTH EXTERIOR CU V 14 15 OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • OF THE WINDOW. • • • • • • • • d ' 21 MASONRY ANCHORS MAYBE USEb TO AS �fAEPE • e 1/4" MAX. SHIM ' EMBEDMENT 19. ALL WOOD BUCKS LESS THAN 1-1/2*WK TSE EXTERIOR Southern Pine (SG=0.55) 9/16' CONSIDERED 1X INSTALLATIONS. 1YJ/JOD aui E. • Is • OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 2 Alinum, 6063 -TS min. um 318" 0.063" WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X EDGETYP. 318" ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE 318" EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, TRANSFER LOADS TO THE STRUC RE.D BUCK DESIGN SIBIL CF THE • INSTALLATION OPTION 2 1" AND INSTALLATION IS THE RES E§dItEEF? ANCHORED THROUGH FRAME SEE TABLE 19. OR ARCHITECT OF RECORD. • • • • • • • DIRECTLY INTO CONCRETE/CMU. • • Is • 3) VISIBLE LIGHT WIDTH OR HEI4HTSALSOitGFERRE4TO IS • • 1" Lila" DAYLIGHT OPENING) IS MEASURES FROM •EADING TO LEADING• VERTICAL SECTION B-BSECTION B -B 1" I EXTERIOR 0 ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 8. NOTE B FOR HEAD TYPE. Anchor Substrate Min. Edge Distance Min. Embedment • • Southern Pine (SG=0.55) 9/16' 1-3/8' 2 Alinum, 6063 -TS min. um 318" 0.063" SE S�0 A36 Steel 318" 0.063" • • • Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga) IM" 410 SS Concrete (min. 3.35 ksi) 1" 1-3/4" Clete Flex Ungmuted CMU, (ASTM G90) 2-112" 1-1/4" • • Is • Southern Pine (SG=0.55) 1" Lila" 1/4� Steel clete (min. 2.85 ksq L. 1" 1-318" UlYacon U�routed (ASTM C-90) 2-1/2" 1.1/4" outhem Pine (SG=0.55) i" i-3/8" 1 /4" MAX. SHIM 11z A INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL J TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Apprered as c utplylas w•Y M4 FlarW. Int 0nte 8 VOAM I VHa�I Dade ProdM rc w ' or `1 > w K c� gay O ro o Y r a o0 O ON iw 0 O ;g to Z O J `d"'n W o Z LL S m ULLd o n J J uxw0 oN Iw W 2M0 FJ Obi a Z Z 0 LU O ZN ® Ii g ILL 0 O i..qs 'a O Z J r U J Z = Q — an�l -asap sa,.ag I/I// YLY �'. Pa ..• VICENSF'•. ���% NO. 58705 -O� SATE �'•F�ORIDI; .. •'G��� ZONAL% t�111111 ? A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • Is • INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE I I 1/4" \J BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 114" MAX. SHIM EMBEDMENT T-- rI EMBEDMENT EDGE . u DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. VISIBLE LIGHT HEIGHT LENGTH,CENTERED )VE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. SASH VISIBLE LIGHT WIDTH EXTERIOR ID i BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) INSTALLATION OPTION 3 36 ANCHORED THROUGH FRAME AND IX BUCKSTRIP Min. Embedment INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. REQUIRED IF BUCK NOTES: 1/4" MAX. SHIM iA2 1 10 Aluminum, 6063-T5 min. NI' 0.063" EMBEDMENT 8 3I8" 0.063' OM n Steel Stud, Gr. 33 min. 3/8' 6045"(18 Ga) 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON 17 1" 13&4' EDGE Ungrouted CMU, (ASTM G90) 2-12" TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. DISTANCE FIXED VISIBLE LIGHT WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. 1/4" MAX. SHIM T INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL �TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED NTH (4) SCREWS IN 60) ONLY HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Anchor 36 Min. Edge Distance Min. Embedment .... REQUIRED IF BUCK NOTES: 13&8" iA2 1 10 Aluminum, 6063-T5 min. NI' 0.063" HEIGHT IS OVER 62". A36 Steel 3I8" 0.063' OM n Steel Stud, Gr. 33 min. 3/8' 6045"(18 Ga) 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON Concrete (min. 3.35 ksi) 1" 13&4' 1!4' 410 SS CreteFlez Ungrouted CMU, (ASTM G90) 2-12" TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • Southern Pine (SG=0.55) 1" 1138" 1/# Stee Concrete (min. 2.85 ksi) ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 1318" U�acon U�routed CMU, (ASTM CAO) OF THE WINDOW. • • 00: •• • • • • 1&4" MAX. . . outhem Pine (SG=0.55) 2) MASONRY ANCHORS MAYBE USpb INTO WOOS AS P@WABLE • • SHIM • EMBEDMENT 20. ALL WOOD BUCKS LESS THAN 1-1/20 ICK Ttp,•�BE ` CONSIDERED 1X INSTALLATIONS. 1 �' EXTERIOR 0 5�� • • OPTIONAL IF UNIT IS INSTALLED DIRECTLY TRATE. O W FO WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X EDGE TYP. ANCHOR TYPE, AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE LL O EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ANCTABLE PER SUBSTRATE, DISTINSTALLATION AND INSTALLATION IS THE RESPdISIBILM OF THE ENOINEEIV • • OPTION 2 SEE OR ARCHITECT OF RECORD. �• ANCHORED THROUGH FRAME Z = DIRECTLY INTO CONCRETEICMU.3) aal • VISIBLE LIGHT WIDTH OR HE sagag • DAYLIGHT OPENING) IS MEASURW FROM BEADING TO BEADING, DAYLIGHT VERTICAL SECTION B -B COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Anchor Substrate Min. Edge Distance Min. Embedment ••• Southern Pine (SG=0.55) 9/16' 13&8" iA2 1 10 Aluminum, 6063-T5 min. NI' 0.063" 0} 0, Sc A36 Steel 3I8" 0.063' OM n Steel Stud, Gr. 33 min. 3/8' 6045"(18 Ga) J p v O O r z LL (� m� Concrete (min. 3.35 ksi) 1" 13&4' 1!4' 410 SS CreteFlez Ungrouted CMU, (ASTM G90) 2-12" 1-114" • Southern Pine (SG=0.55) 1" 1138" 1/# Stee Concrete (min. 2.85 ksi) 1" 1318" U�acon U�routed CMU, (ASTM CAO) 2.112" 1-114" • outhem Pine (SG=0.55) i' 13&8" ••• • • • • ••• • • "aa _w 17 O () (:J cm w Q OM n _ y Z Z J p v O O r z LL (� m� • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANMEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, W V Y U) M "aa _w 17 O () (:J cm w Q OM n _ y Z Z J p v O O r z LL (� m� r2 -J W - O n UU �7oa n Wy u a H o c I` �a a+ a}� O Z Gj z U W W J 0)J LL JS O O to lY ? 0 N O W FO Z laays x O LL O Z J r U J Z = aal °�a0 sagag \\11111111/// _ * N0. 58705 18 -0,� i FS ''•"ZORIDP.. •'G\�� ♦ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT +� EDGE �J EDGE DISTANCE ' I~ DISTANCE EDGE DISTANCE }EDGE DISTANCE EMBEDMENT �1/4'MAX. SHIM 12" LENGTH, CENTERED 2 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE) DISTANCE PER ]SUBSTRATE. SEE TABLE 21. VISIBLE LIGHT BUCK HEIGHT 52 HEIGHT G C 50 �- 1/4" MAX SHIM EDGE DISTANCE �...xoxn.x.en �4- 1 --{ EMBEDMENT Imo— \TYP ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B -B liMm @:b9.117J INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EDGE DISTANCE 114" MAX SHIM -+{ TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. FIXED VISIBLE LIGHT WIDTH �l EXTERIOR � 16 14 15 U t BUCK WIDTH - HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EXTERIOR V EDGE DISTANCE EMBEDMENT I 114' MAX. SHIM INSTALLATION OPTION 6 ANCHOREDTHROUGH INTEGRAL FIN INTO META MIAMI -DARE APPROVED MULLION, FBC \ COMPLIANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL. OR EMBEDMENT AND EDGE HORIZONTAL SECTION C -C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. NOTES: TABLE 21: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED OR •ABL�l1l FO@LO* • EMBEDMENT ANDIDGE DISTARCE• • LIMITS. ANY INST TION N SHOWN MAY BE US LAN DCOF: THE WINDOW. • • • • • • • • 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MVU%%FgOM BEADING • • • TO BEADING.• • • • • 3) ANCHOR TO BByNSTlrLED WTWN 1) • • • MIN. CF 3 THREASS BEYOND THE METAL SUBSTRATE. � � • 2-1/2" OF FIN •ORMER. • • • • • • • • • • • • • • • • ••• • Min. Edge Max. Min. Anchor Substrate Distance O.C. Embedment .2-11p- x,190 Box Nail Southam Pins (SG=0.55) 5116, 5" 2-7116" yt/Zkx .1f1" Common Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" x .1 ' Rooting Nail Southern Pine (SG=0.55) 318" 5" 2-7116' 8.1/2i x .44" Roofing Nail Southem Pine (SG=0.55) 318" 5" 2-7116" •• Southern Pins (SG=0.55) 1/2" 5" 13/8" #10 Steel Trussheeo Screw or 0.125" Aluminum, 8063-T5 min. 5116" 5" 0.09" #12 Steel, 18-8 or 410 SS • — t • • 41$cmmb 0.050" A36 Steel 5116" 5" 0.050" • • • 0.045" (18 Ga) Steel Stud, Gr. 33 min. 1 5116" 5" 0.045" 3) ANCHOR TO BByNSTlrLED WTWN 1) • • • MIN. CF 3 THREASS BEYOND THE METAL SUBSTRATE. � � • 2-1/2" OF FIN •ORMER. • • • • • • • • • • • • • • • • ••• • • • • ••• • • za 0 t` N amp O O t"a) < J O 6 y Z LL' W W tD U d o�e t umo�p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W W Y (>A y o (")L9 } za 0 t` N amp O O t"a) < J O 6 y Z LL' W W tD U d o�e t umo�p O W � 'Jn � < f• h O Z a ZZ _ U M uj LL C JQ O c t ® CC N W Z si ir — t a: O a o g Z J � O � J C Cn Q alJ!1 _Z 'sap s `111111111///I// 00 LYNNM '�•• ` No. 58705 �T'EF•`((7` Q %CC '•. FIORIOP.•'' N 'Z 70NA%- IENG A. LYNN MILLER, P.E. P # 58705 +-- 2.724" --�{ 2.560" .082" 2.724' -+y 3.184" 0HEAD, FLANGE FRAME O HEAD, INTEGRAL FIN FRAME 2.724" �{ 3.651" .062" O SILL, FLANGE FRAME 2.105" ----i ]� 1,9- 062"2.273" .062 1 t SASH PULL RAIL I m 2.724' - 4.276" OSILL, INTEGRAL FIN FRAME 170' 2.149" � 1.300" fF r .062" 1.300' + 1.136" 100" ! i J_ 1x L3� SASH LOCK RAIL 13 SASH TOP & BOTTOM RAIL .05W -1 .795" 1417 If`� .492" O7116" BEAD .045" A .795" .612" T+ 24 5/16" BEAD TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. F, MIn. F. Stall Screw 92 ksi 120 ksl 18-8 Scow 60 ksi 95 ksi 410 S- 90 ksi 110W Ek. Uk,.CDli• 155 ksi 177 ksi 410 SS FJw CrebFbs• 127.4 ksi 169.7 ksl W61T5 Akaaksan 16 ksi 22 ksi A38 Stall 36 ksi 58 WGr. 33 St" Stud 33 ksi I45 ksi 2.724" +{ 2.060" .062" t 1488" 2.786' .062" OHEAD, EQUAL JAMB, FLANGE LEG FRAME0 FRAME 2.724" - 3.151" O SILL, EQUAL LEG FRAME 1.246" �- 3.908" 062" 10 SILL ADAPTER 987" 2.786" 062" OJAMB, INTEGRALO JAMB, EQUAL LEG FIN FRAME FRAME 0 1.51 .0403" �{ .808" 17 INSTALLATION HOLE COVER 1.4,5" 1s SILL TRACK .360" 1� 1.032" .045" 14 HD MEETING RAIL 15 STD MEETING RAIL 18 SCREEN ADAPTER tt� .062".723" -+-� .875" F -j to WINDLOADADAPTER L- 1.446" -[ 518" .040" ANTI -LIFT CLIP .630"464" --� -J_ lar I .798• .070" -�{ Ft- .065" -41-1 -1 IG BEAD to IG SNAP BEAD w m Y �n w 0 an 5 gay O � o tOn yob } n » L7 z a1DQ O LL' Q H r u� U) O Z O J O Z LL 7!W O 100 o is u J n Go H Z J oN O a 0410 Z U Z cr LLO O Go ® � N tr = to aa45 o Z n ¢ w aii7 osa0 caoa5 \\\I 111 llllf/f// .2 T* • • ALUMINUM DESICCANT FILL �\ k 014 CENN� ", Is CONE • • • B�ryL• • REINFORCEMENT POLYISOBUTYLENE '� ` 8 •.?1 SEAL 5/16"NOM.,•' F STRUCTURAL •• • • • • • • 116"NOM. SILICONE POLYISO•M4" NOM• • • • • � •3 5116" NOM. NO. 58705 •�� BUTYLENE WIT1i • • • STF&ItTURA • • BUTYL & SEAL DESICCANSILICONE DESICCANT ROLL -FORMED = FOAM WITH FOAM STAINLESS STEEL - 7 EXT. GLASS DESICCANT EXT. GLASS ��� O I �.••. ��: 000 EXT.GLA • • EXT. GLASS 'n •'. • • • • • • INT.GLASS �i �s •• �<ORIDP•.••' ••T.• LAS • •• • SIJ�ER S ENi G • SS INTDURASEAL• . GLASS XL EDGETN 70 4SG ITPS •4 • • • • • �*NXT' 0� J• • 72 SPACER 73 SPACER f 11 111111\ A LYNN MILLER, P,E. P.E.%58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 23: Item# Part# Description Ma6erlal AS t 624038 Head, Flange Frame sum. 806376 DETAILS FOR 2 824039 Head, Integral Fin Frame atm. 606376 XO FLANGE FRAMES 3 824040 Head, Equal -leg Frame acro. 8083 -TB (OTHER FRAME TYPES 8 4 624001 Jamb, Flange Frame atm. 8083.76 p CONFIGURATIONS SIMILAR) 1 61 ! 61 i, �i i 81 i! ii 13 ggqp! 11 i' l i 4 O12 t5 14 ' 1 1 41 35 61 1 • • • • • • • • • 6 • • • t • • • 1 �� INTERIOR • • • • • • • • �• / • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • s • 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY - co 624017 Jamb, Integral Fn Frame atm. 606378 8 824028 Jamb, Equal -leg Frame atm. 606378 7 824035 Sill, Flange Frame atm. 608376 8 624036 Sill, Integral Fn Frame arm. 808376 9 624037 Sill, Equal -leg Frame atm. 808376 10 624034 Sill Adaptor sum. 6083-i8 11 824043 Sash Putl Rail sum. 808376 12 824008 Sash Lock Rail sum. 8005A-767 13 624041 Sash Top 8 Bottom Rail sum. 8063.76 14 824027 HD s Meeting Rail un. 606376 15 624005 Std. Meiling Raft sum. 60054-781 18 624047 Screen Adapter atm. 6083-T6 17 824051 Installation HoleCtner atm. 808378 18 84125M VYindoad Adapter atm. 608378 19 824042 Sill Track atm. 8063 -TB 20 824015 Ant -Lift Gip atm. 606378 27A 824009 IG Beed atm.6083T5 21B 824011 IG Snap Bead atm. 606375 23 624028 7116• Laml Glaz. Bead atm. 808378 24 824013 5178' Land Glaz. Bead arm. 806376 30 M247 Glazing Bead, Btib Vicryl for #624013 8#824026 Vicryl 31 137P248 Glazing Bead, Bulb Vicryl for #624009 8 #624011 Vinyl 32 712653K Mono setting Block 3132 X 1/4' X 1' Neoprene 33A 71715K Lami IG Setting Block 118 x 3l4' x 1-1114' Neoprene 338 624014 IG Snap Setting Block Vlnyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Corer Vicryl 37 41722 Hole Plug Vicryl 38 724021 Lock Rail Corer, (LH 8 RH) Vicryl 39 724050 PW Rail End Cap Vicryl 40 724048 Killer Mousing 8 Sash Gude Vinyl 41 724052 Killer WheNs Brass 42 724054 Sash Top Rail Gasket, (W& I" Polyethylene 724055 Sash Bd. Rad Gasket, (LH 8 RH) Polyethylene 13 44 724057 Frame Header Gasket, (W 8 RH) Polyethyleneene 36 39 45 724058 Fame Sill Gasket, (W 8 RFq Polyethylene 48 724083 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187 x .170', Fn Seal @ Sash 51 Weatherstrip, .187' x .270', Fn Seal @ MR 52 67070 Bulb Nitryl 40 60 710X38PPAX #10 X?!B' Ph. PH SMS (Wtndloed Adapter) Stainless Steel 61 781PDX t!8 X 1' Qd. PH SMS (Frame 8 Sash Assembly) Stainless Steeolk l123 63 - auminum Screen with Fiberglass Mesh Varie7 lip, s 70 - Kommerlirg Kadlspece 4SG TPS 71 - 1]uanex Super Spacer N(T See Sheet 72 - Quanex Duraseal Spacer 18 for • • • sINTERY..>P• 000 • 73 - Cardinal )(1- Edge Spacer Materials 74 Dow 791, 899 or GE 7700 Backtledding Silicone NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. ••• • • • • ••• • • EE � ❑ r w O U�7 n aroQ � Q O 0'0 Z W • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I d 0 co Y W ? � EE � ❑ r w O U�7 n aroQ � Q O 0'0 Z W W O n U U o o�+9a r cW a S2a r` > U a«a OZ � a Z U IXLU U) tr LL J O ¢ O to � ® a x IV W O T F� O Z n=vs j 0:a O o Z L) a) n J O = Q m apg —.0 s ua5ATE LYN/y� •, �� _— '* :• No. 58705 7D . s ..�RIDP,.••• ;�MAL I�NG�,. A. LYNN MILLER, P.E P.E M 58705 M IAM I-DiADE MIAMI-DADS COUNTY Roma 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.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AFU (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 High Velocity Hurricane Zone.- • • • • DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I ; • • • �' ": APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Singls•I•Iung IMa"A'(LM)"'O...:. sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and seams by Anthony Lynrr • • Miller, P.E., bearing the Miami-Dade County Product Control Approval staV1P •With tbb, TjNce of • Acceptance number and approval date by the Miami-Dade County Product Control Attbn.' 0000.. ..0. 00000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant , , • , , • • 8066 • , 0 0 , 0 LABELING: Each unit shall bear a permanent label with the manufacturer's *MC*(Ir logo, city, state, •, model/series, and following statement: "Miami-Dade County Product Control Atov ed, unl�s� Awrwise noted herein. • *00 .. 0 0 0 0 *0' .. RENEWAL of this NOA shall be considered after a renewal application has been filed and 4641A 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 Expiration Date: August 23, 2023 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. 7704NOA-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. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-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 pV fk, TAS 20.2-94 • 3) Water Resistance Test, per FBC, TAS 202-94 • •. : ""' ....:. 4) Large Missile Impact Test per FBC, TAS 201-190 • 5) Cyclic Wind Pressure Loading per FBC, TAS 7M-94 :...:. • 6) Forced Entry Test, per FBC 2411.3.2.1, and.IM ;02-A ;; • ... window, prepared by Fenestration Testing Laboratory, Inc., Teti R4orts No...' ...... FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis fh1fg;, P.E. •� . . . . ease.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FhC;b b ...... 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). Manuel 5117.E. Product Control Exalhiner NOA No. -41 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 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. 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 to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by nafacturer, . . Mt0000 0000.. signed and sealed by Anthony Lynn Miller, P.E. 0 3. Proposal No. 18-0005R issued by the Product Control Sectiorl,,44W 01/tV10S,0signe4...:0 by Manuel Perez, P.E 0000.. 000000 0000 0000.. G. OTHERS •••• 0000• 0000. 0000. 1. None. . 0000 • 000000 0000 0000.. 0000000 . . 0 0 0 .0000. 0000 . 0 . 000000 .. . . .. 0 00000 Manuel eganer .E. Product Control E NOA No. 18.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 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 1-112" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X 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 SWILL 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 33.113% 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 NCA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSWAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FIGURE A ALLOWABLE SASH CONFIGURATIONS AND SHAPES —+{ WIDTH -----{ WIDTH WIDTH �f- 1 1 I 2 L7 L0 C0 w 3 13116" LIG: 118" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 3 1 RECTANGULAR WITH EQUAL LITE SASH 1 1 RADIUS -TOP WITH PROVIEW SASH 1 T 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. A7-13/16" MAX. O.C', 18-3 et!� 7/8" 17-314' AIX. 17-3/4" (17 -1/4 -SUCK) MAX (� 9-12" MAX. B, SEE O.C. I (9' MAX' BUCK) D. SEE SHEETS a & 9 SHEET 10 A, SEE C, SEE SHEETS 8 & 9 SHEET 10 EQUALLY SPACED ANCHORS PER T TABLES 6 & 7 17-3116" MAX. O.C. O I MAX. TIP 72-1116" MAX. O.C. TO 4 TIP EQUALLYSPACEDti HEIGHT ANCHORS PER 13-5/16"MAX.O.C. TABLE&75'MAX9.12"MAX. -�+ O.C. (9" MAX. BUCK) e B NO ANCHORS AT SILL ' -� 53.1/8' MAX. TIP TO TIP WIDTH �i- WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL -LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Glass Description (Lord from Exterior to Interior) Tab e # 1 1/8"AN, .090" PVB, 1/8" AN 2 2 13/76" LIG: 1/8" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/B" AN 2 3 13116" LIG: 118" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 3 4 1/8' HS, .090" PVB, 118" HS 4 5 3/16" AN, .090" PVB, 3116' AN 4 6 13116" LIG: 3116" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3116' TP CAP, AIRSPACE, 1f8" AN, .090' PVB, 118" AN 4 8 3116" AN, .090" SG, 3116" AN 5 9 3/16" HS, .090" SG, 3/16" HS 5 10 13(16" LIG: 118" AN CAP, AIRSPACE, 118" HS, .090" SG, 118" HS 5 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 5 12 13/16' LIG: 1/8" TP CAP, AIRSPACE, 1f8"61�, .O�YjSG, W ijS 5 • 13 113!16" LIG: 118" TP CAP, AIRSPACE, 31r" AN, .090" G, 10 AAf • 5 • 14 13/16 " LIG: 3116" AN CAP , AIRSPACE, 1{P" HS, .� SC• / 5 15 73116" LIG: 3116' TP CAP, AIRSPACE, 118" RS, .090'•SG!1/8•HS• • 5 • CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 8TH EDITION a• •ASTM E1300-09 • �ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTICIIII a • oALUMINUM DESIGN MANUAL, ADM -2015 • • -AISI SIOD-12 •AISC 360-10 DESIGN PRESSURE RATING I IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT D- 52-118" AIX. BUCK WIDTH 4.11/16" MAX. I� 01 I 83' MAX BUCK X ' 4 HEIGHT IA 4-11116' �. l' WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL -LITE CONFIGURATION 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 & T 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROQESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR CQUAL LEGIBOX). • SG= KURARAY SENTRYGLAS• INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL• PVB INTERLAYER BY RAYdIRAY AMERICA, 1110 • *00 • A =ANN`�"'y��-D • • • • • HFF��jjT-S'jRE$GTH jED • • • TEMPS D • • • • TTi=• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • GENERAL NOTES ................................................. 1 ELEVATIONS....................................................... 1 DESIGN PRESSURES / GLAZING DETAILS........ 24 ANCHOR QUANTITIES........... ........... ...... .............. 5-6 INSTALLATION. FLANGE ...................................... 7 INSTALLATION, EQUAL LEG.................................8 In INSTALLATION, INTEGRAL FIN ...... 9 EXTRUSION PROFILES.... ................. .... .10 ASSEMBLY & PARTS LIST .................................... 11 ```'t�.•' VCENSF MiC�t� No.58705 o'� L 818' ss1ONAL /11111111117 A LYNN MILLER, P.E. P.E.0 58705 Y W i L w 0 o In .,,aa alo0 O C4 Q u O ;7 0-' N Q Z 0 J COp �vr Z LL rD o _ W , O O x W MeD uZ n O W _j ON OM0 s� CZ Qj Z Q U _ cq = Q J W LL O ® W J o8 i U W O 7-7sZ Z O Z Q O O K O W r x JZ a W a (n al/q osa0 sauas ```'t�.•' VCENSF MiC�t� No.58705 o'� L 818' ss1ONAL /11111111117 A LYNN MILLER, P.E. P.E.0 58705 5116' NOM. GLASS STACK .090" PVB 1/8' AN GLASS 118" AN GLASS 30 OF] 12' NOM. GLASS BITE EXTERIOR a 118" AN GLASS EXTERIOR a Bottom Sash OehenptionRan To Gisen Rage Sash Design Pressure (lbslftz) for Glass Types 1 & 2 Raw (m) Tip to TIP Wath 18" 1 25' 33' 3T 41' 45" 49' 53-118' 24' EquelAte 12464 +65.0 -80.0 +65.0 -WO +65.0 -00.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Equaldite 15.964 +65.0 -80.0 +55.0 -80.0 +85.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 4100 +65.0 -80.0 +65.0 -8D.0 31' Standard Prowev 12.994-15.963 +65.0 40.0 +65.0 -80.0 +65.0 -no +65.0 -60.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 -12993 +85.0 -80.0 +65.0 -00.0 +65.0 -60.0 +65.0 -80.0 +65.0 -00.0 +65.0 -00.0 +65.0 -80.0 +65.0 410.0 Eguslaite 19.652 +65.0 -80.0 +650 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 50.0 +65.0 410.0 OQ Standard Prowew 15.944 -19.651 +65.0 -80.0 +65.0 -00.0 +65.0 AD 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +85.0 410.0 36318' Custom Size 15.131 -15.903 +65.0 410.0 +65.0 -00.0 +65.0 40.0 +65.0 -80.0 +65.0 410.0 +65.0 410.0 +65.0 40.0 +65.0 .80.0 sauas Custom Size 14.131 -15.130 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 410.0 +65.0 410.0 +85.0 410.0 +65.0 .80.D Shortest 12464 -14.130 +65.0 -80.0 +65.0 -80.0 +66.0 410.0 +65.0 -00.0 +65.0 .80.0 +65.0 -80,0 +65.0 410.0 +65.0 40.0 Equalaite 22964 +65.0 -00.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -WO +65.0 -00.0 +65.0 -80.0 +65.0 410.0 Custom Size 20.131 - 22983 +65.0 -WO +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 410.0 +65.0 41110 +65.0 -80.0 +65.0 -80.0 Standard Prosiew 18.594 - 20.130 +65.0 -80.0 +65.0 410.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 45' Custom Size 16.131-18 593 +65.0 40.0 +65.0 -80.0 +65.0 _80,0 +65.0 410.0 +65.0 40.0 +86.0 -WO +65.0 410.0 +65.0 40.0 Custom Size 15.131 -1613D +65.0 410.0 +65.0 -00.0 +65.0 -80.0 +65.0 -W.0 +65.0 40.0 +65.0 410.0 +56.0 410.0 +65.0 -80.0 Custom Size 14.131 -15.130 +65.0 40.0 +65.0 .80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -00.0 +65.0 -80.0 +65.0 50.0 +65.0 t -80.0 Shortest 12464 .14.130 +65.0 -80.0 +65.0 -60.0 +65.0 -00.0 +65.0 40.0 +66.0 410.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 EqueHite 24964 +65.0 -00.0 +65.0 -80.0 +65.0 -00.0 +65.0 .80.0 +65.0 410.0 +65.0 -00.0 +65.0 40.0 +65.0 410.0 Custom Size 22131 -24.963 +65.0 -00.0 +65.0 410.0 +65.0 40.0 +65.0 -80.0 +650 410.0 +65.0 410.0 +65.0 410.0 +65.0 410.0 StadW Pnriev 20.194-22130 +65.0 -80.D +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +66.0 -0QO +55.0 -00.0 +65.0 4100 49' Custom Size 18.131 - 2D.193 +66.0 -00.0 +65.0 -0O.D +65.0 40.0 +65.0 -WO +65.0 .80.0 +65.0 -00.0 +55.0 410.0 +65.0 410.0 Custom Size 16.131 - 18.130 +65.0 -W.D +85.0 40.0 +65.0 410.0 +65.0 -80.0 +65.0 410.0 +85.0 -80.0 +650 -80.0 +65.0 40.0 Custom Size 14.131 - 16.130 +65.0 -00.0 +65.0 410.0 +65.0 -00.0 +65.0 410.0 +65.0 -00.0 +86.0 -80.0 +85.0 40.0 +65.0 -77.6 Shortest 12464 - 14.130 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 Equal -lits 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 - 0.0 +65.0 -00.0 +06.0 -80.0 +65.0 410.0 Custom Size 24.131-25. 778 +65.0 -80.0 .650 -00.0 +85.0 -817.0 +65.0 -00.0 +65.0 40.0 .65.0 410.0 +65.0 -011.0 +65.0 -00.0 �- Stardrd Pnaiew 20.844 - 24.130 +65.0 4L1.0 +65.0 -00.0 +65.0 410.0 +65.0 40.0 +65.0 -00.0 +66.0 -00. 0 +65.0 -017.0 +65.0 p Custom Size 20.131 - 20.843 +65.0 -80.0 +65.0 -00.0 +6.5.0 -80.0 +65.0 -80.0 +66.0 410.0 +85.0 40.0 +65.0 410.0 +65.0 -00.0 8" So.(alatam Size 16.131-20.130 +65.0 .80.0 +680 -60.0 +65.0 -00.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80,0 +65.0 410.0 Custom Size 18.131 -18.130 +65.0 -80.0 +65.D fA.0 +65.0 -00.0 +65.0 410.0 +65.0 -80.0 +66.0 -0QO +65.0 -00.0 +65.0 -77.6 Custom Size 14.131 -16.130 +65.0 40.0 +65.0 -00.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +86.0 410.0 +66.0 50.0 +65.0 -75.1 Shortest 12464 -14.130 +65.0 -80.0 +850 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 40.0 +65.0 410.0 +65.0 -73.9 EgusNite 31.964 +65.0 -011.0 +65.0 -8D.0 +65.0 -80.0 +66.0 -WO +65.0 -00.0 +65.0 -WO +65.0 40.0 +65.0 410.0 Custom Size 28.131 -31.963 +65.0 40.0 +65.0 410.0 +66.0 -00 D +660 410.0 +65.0 410.0 +85.0 410.0 +65.0 -WO +65.0 -77.8 Standard Prodew 25.794 - 28.130 +85.0 -WO +65.0 -00.0 +66.0 410.0 +65.0 -80.0 +65.0 -00.0 +65.0 -00.0 +65 D -80.0 +65.0 1 -73.9 Custom Size 24.131 - 25.793 +65.0 410.0 +65.0 -0D.0 +65.0 -WO +65.0 -00.0 +65.0 -80.0 +66.0 .80.0 +65.0 -80.0 +65.0 .72.7 63' Custom Sae 22.131 - 24.130 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +66.0 -00.0 +65.0 -80.0 +65.0 410.0 +65.0 -78.8 +65.0 -70.5 Custom Size 20.131 - 22.130 +65.0 .80.0 +65.0 -0D.0 +65.D .80.0 +65.0 410.0 +65.0 -80.0 +65.0 .80.0 +650 -77.1 +65.0 -0s4 Cuaw Sae 18.131 - 20.130 +65.0 40.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80, 0 +65.0 -00.0 +65.0 -80.0 +65.0 -75.4 +65.0 56.5 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80,0 +65.0 410.0 +65.0 -80.0 +65.0 -00.0 +65.0 -771 +65.0 -73.8 +64.7 54.7 Shortest 13.194' -16.130 +65.0 -80.0 +65.0 40.0 +65.0 SQO +65.0 410.0 +65.0 -75.9 +660 -71.8 +65.0 58.2 +62.3 523 Equal -lite 38.464 +65.0 410.0 +65.0 -80.0 +65.0 -WO +85.0 -MO +65.0 -80.0 +65.0 .800 +65.0 -80.0 +65.0 -73.9 Custom Size 36.131-38.463 +65,0 -011.0 +650 410.0 +660 480.0 +65.0 -00.0 +65.0 40.0 +65.0 -WO +65.0 -79.8 +65.0 -71.6 Custom Sae 34.131 - 36.130 +55.0 -80.0 +65.0 410.0 +65.0 -00.0 +65.0 -80.0 .0 +66.0 410.0 +65.0 -77.9 +65.0 59.4 76' Stadard Prrniew 30.990 - 34.130 +65.0 410.0 +65.0 -00.0 +65.0 50.0 +65.0 -80. D .0 +65.0 410.0 +650 -75.4 +65.0 58.5 Custom Size 30.131 - 30.993 +65.0 -80.0 +65.0 410.0 +65.0 500 +65.0 -80.0 .0 +65.0 -78.9 +65.0 -74.6 +65.0 56.8 Custom Sae 28.131 - 30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 .1 +65.0 -75.3 +65.0 -71.9 +63,8 53.8 Shodest 25.194•-28.130 +65.0 410.0 +65.0 -80.0 +65.0 410.0 +65.0 40.0 .9 +65.0 -71.8 +65.0 1+:6:5.0-75.9 58.2 +f25Eglaklite 42464 +65.0 -80.0 +65.0 -00.0 +850 -80.0 +65.0 40.0 .0 +65.0 410.0 +55.0 -77.9 +65.0 �4 84' o Custan Sae 38.131 - 42.463 +650 -80.0 +65.0 -000 +65.0 410.0 +65.0 -60.0 0.0 +65.0 -789 +65.0 -74.6 +616.04W Shaded Pro 34194'-38.130 +650 410.0 +65.0 410.0 +fi5.0 40.0 +65.0 -00.0 5.9 +65.0 -71.8 +65.0 58.2 +625 1523 5116' NOM. GLASS STACK .090" PVB 1/8' AN GLASS 118" AN GLASS 30 OF] 12' NOM. GLASS BITE EXTERIOR a 118" AN GLASS EXTERIOR a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 1 or 13!18" NOM. I GLASS STACK LU ;E ASS O to Y n a k��11/8"AN O ' 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 O 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 0 •• ••• • ••• ••• • �O U U Oo 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN TRE TELE 1; DETERMINE;E WIRDOWGIZE. • • • • • • • 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 KOLL COMPLE19LY FIT &THIN, • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 1 or 13!18" NOM. I GLASS STACK LU ;E ASS O to Y n a k��11/8"AN O N Za O � rnZ AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED or Y LU _w p �o O to Y n a a1m0 O N Za O � rnZ O _ z 0 ZLL8 iD= LLLLJ �O U U Oo u xoip oN W Q Ok0 Z = LL O N LU Z 1aa45 7 OQ O Q J Z m n U J Q. U) Q p an�L '�sa0 sauas J Bottom sash Desenpwn for Given RaVe Sash He9M Rape (m) 18' 25' Design Pressure (IbsRtt) for Glass Type 3 TIP to Tip WIOth 33' 3T 41' 45' 49' 53.118' 24' Equal -Iib 12464 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +650 800 +85.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 O iCC Equ". 15.964 +65.0 -80.0 +650 800 +65.0 -80.0 +650 -W 0 +65.0 80.0 +55.0 80.0 *65.0 -80.0 *%.0 -aao 31" Sterdad Pm74ew 12.994 -15.963 +65.0 -80.0 +85,0 -60.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 -80.0 +650 -80.0 +65-0 -80.0 Z Shadent 12.464 - 12.9W +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80 0 +65.0 -60.0 +85.0 80.0 +65.0 80.0 Equal -lite 19.852 +65.0 80.0 +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 80.0 N Stardad Pro4m 15.944 - 19.651 +66.0 -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 38.318' Custom Bim 15.131 -15.943 *85.0 80.0 +65,0 80.0 +65.0 -80.0 +56.0 80.0 +85,0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 .80.0 ¢ Custom Size 14,131 -15.130 +65,0 80.0 +55.0 -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 1 -60.0 +85.0 80.0 +65.0 1 -80.11 +86.0 .30.0 +65.0 1 80.0 +65.0 80.0 +65.0 1 -80.0 +65.0 80.0 Equal -lite 22.964 +55.0 -80.0 +65.0 -W0 +65.0 -au +65.0 80.0 +65.0 8aD +65.0 -80.D +65.0 -80.0 +65.0 80.0 Custom Size 20.131 - 22.983 +65.0 -80.0 +86.0 -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 SWd•d Proiew 16.594 - 20.130 +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 45* Custdn Sae 16.131 - 18.593 +65,0 80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +65-0 80.0 Custom Size 15.131 - 16.130 +65.0 -M.D +65,0 -80.0 +65.0 .10.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 *65.0 .80.0 Custer t Size 14.131 - 15.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 -60.0 +65,0 80.0 +65.0 .80.0 +65.0 800 Shortest 12.484-14.130 +85.0 80.0 +65.0 -80.0 +65.0 80.0 +65,0 800 +65.0 80.0 +65,0 -80.0 +85.0 -80.0 +65.0 .80.0 Equa1.Rs 24.984 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +85,0 80.0 +85.0 -80.0 1 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom Size 22.131 - 24.963 +65.0 1 -80.0 +68,0 -80.0 +65.0 -80.0 +65.0 80.0 +650 1 -80.0 1 +65.0 80.0 +65.0 1 -80.0 +65.0 80.0 SWd•d Prow" 20.194-22.130 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +S50 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 49" Custom Size 18.131 - 20.193 +66.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +86.0 00.0 +65.0 80.0 +65.0 00.0 +65.0 80.0 Custom Sae 18.131 - 18.130 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 +65.0 aao +85.0 -80.0 +65.0 -80.0 +85.0 -80.0 +650 80.0 Custom S to 14.131 - 16.130 +65.0 .80.0 +65.0 -80.0 +65.0 00.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Shortest 12464 - 14.130 +65.0 80.0 +65.0 80.0 +550 80.0 +650 80.0 +85.0 -80.0 +65.0 .800 +86.0 -80.0 +65.0 A0.0 Equal-lke 25.777 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 .80.0 +650 -80.0 +65.0 -80.0 +65.0 8D.0 +65.0 1 80.0 Cretan Sae 24.131 -25.776 +85.0 80.0 +65.0 80.0 +65.0 .80.0 +850 80.0 +650 -900 +65,0 80.0 +66.0 00.0 +85.0 -60.0 F 0 Stardard PraAaw 20.844 -24.130 1 +65.0 -80.0 +65.0 8D.0 +55.0 80.0 +65.0 80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 80.0 F Custom Size 20.131 - 20.843 +65.0 -80.0 +65.0-80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +85.0 -60.0 +65.0 80.0 50.5/8' Custom Sae 18.131 - 20.130 +86.0 -80.0 +65.0 800 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +64.0 80.0 +85.0 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 00.0 +85.0 80.0 +65.0 -60.0 +65.0 80.0 Custom Size 14.131 -16.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +66.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Shortest 12.464 -14.130 +86.0 -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 00.0 EWW40 31.964 +85.D -80.0 1 +65.0 80.0 +65.0 .30.0 +65.0 00.0 +65,0 80.0 +65.0 -80.0 +55.0 -80.0 +65.0 80.0 Custom Size 28.131 - 31.963 +660 -80.0 +66.0 80.0 +65.0 -80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 1 80 0 1 +65.0 80.0 Stwr lard Proew 25.794 - 28.130 +65.0 80.0 +65.0 00.0 +65.0 80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Sae 24.131 - 25.793 +65.0 80.0 +65.0 -80.0 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +66.0 00.0 +65.0 -80.0 63' Custom Sae 22.131 - 24.130 +66.0 1 -60.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 80.0 +65.0 80.0 +66.0 -60.0 +65.0 80.0 Custom Sae 20.131 -22.130 +650 .80.0 +65.0 1 -80.0 1 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +66.0 80.0 +65.0 -78.0 Custan Size 18.131 - 20.130 +66.0 -60.0 +65.0 80.0 +65.0 -80.0 +66.0 800 +65.0 -W.11 +65,0 -80.0 +66.0 -80.0 +65.0 -75.8 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 80.0 +55,0 80.0 +85.0 80.0 +85.0 80.0 +65.0 80.0 +66.0 80.0 +65.0 -738 Shortest 13.194' -16.130 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 -80.0 +65.0 -77.7 +65.0 -71.0 Equal.ite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 8D.0 +65.0 -80.0 +65.0 80.0 +65.0 -800 +66.0 -80.0 +65.0 80.0 Cestan Size 36.131 - 38.463 +65.0 80.0 +65.0 80.0 +65.0 80.D +65.0 8(T0 +65.0 40.0 +66.0 80.0 +85.0 80.0 1 +65.0 1 80.0 Custom Sae 34.131 - 35.130 +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 1 -79.1 76' Star d Plo4ew 30.994 - 34.130 +65-0 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 -80.0 +85.0 80.0 +65.0 -75.8 Custom Sae 30.131 - 30.993 +S5.0 1 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 80.0 +65.0 -74.8 Cretan Sae 28.131 - 30.130 +65.0 80.0 +S5.0 80.0 I +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 80.0 +65 0 800 +65.0 -727 Slates( 26.194•-28.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 -80.0 +88.0 -77.7 a�u,e fit Equal -B1, 42464 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +86.0 80.0 +85.0 -79.1 84' Caston Sae 38.131 -42463 +66.0 80.0 +85.0 80.0 *850 80.0 +85.0 80.0 +65.0 80.0 +65.0 -80.0 +86.0 80.0 *85.0 -746 Stard•d Pm%iew 34,194• - 38.130 +65.0 80.0 +65.0 -80,0 645.0 80.0 +65.0 800 +65.0 .80.0 +65.0 -80.0 +66.0 -77.7 +6511-71.0 J oa 13/16"NOM. GLASS GLASS STACK 090' PVB AIRSPACE ,,aa 1/8' TP GLASS 118' AN GLASS 31KGL-ASS alo0 07 ®OR 58 O iCC EXTERK)R Q J O a rn Z IL $ m Z a x LLj R2 z L)_U d ,IB _ R UJ < < GLASS TYPE 3 ' MINIMUM SASH HEIGHT FOR FLANGED WINDOWS 15' IIP 10 i IP NEKiH I -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 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN TAE TPOLE Ta DETL2kMIl0E 141E WINDOWG�. • • • • • • • • • • • • 416 • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND TH• E SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT ATHIN. • • • 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 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ci oa �Yn SU ,,aa } N 1i' alo0 07 O iCC ¢O Q J O a rn Z IL $ m Z 8 r - x LLj R2 z L)_U d ,IB n i UJ < < UJ o j TART F Design Pressure (IbsfN`)for Glass Types 4-7 �- Bottom Sash Desa•lion for Gnw Range Sash Hit Tp To Tfp 'MOM Rarge (im) 53 -IW 24" Equal -lite 12464 +6.5.0 -80.0 74 Equal-oe 15.964 +65.0 40.0 31' Standled PrO,im 12994.15.983 +65.0 40.0 �IOR GLASS TYPE 7 Shortest 12.464-1ZM +85.0 40.0 14.131 - 15.130 +80.0 -110.0 EqueHite 19.652 +65.0 -60.0 t• Started Pr- 1&944- 19.551 +65.0 400 383x6 Custorn Sae 15.131- 15.943 +66.0 40.0 16.131 - 18.593 +80.0 -110.0 Custom Sae 14.131 - 15.130 +66.0 -80.0 Shlortel 12.454 - 14.130 +65.0 20.0 Shortest Equw4ite 22964 +65.0 -80.0 24.964 +80.0 .110.0 Custom Sae 20.131 - 22963 +66.0 40.0 Custom Sae Stai P -4w 18.594. 20.130 +86.0 -SOO 45" Custom Sae 16.131 - 18.593 +65.0 -80.0 14.131-1&130 +80.0 -110.0 Gustav Size 15.131 - . 30.0 U Cuslan Size 14.131 - 15.130 +66.0 40.0 Custom Sae 24.131 -2&778 +80.0 -110.0. Stad•o Prvaaw 2D.844-24.130 +80.0 -110.0 Shortest 12.464 - 14.130 +65.0 40.0 Egra48te 24.984 +85.0 30.0 IXatan Sae Custom Sae 22.131 -24.983 +e&O 30.0 14.131 - 16.130 +80.0 -1100 Stardid Prwiew 20.194-22.130 +65.0 40.0 49' Custom Sae 18,131 - 20,193 +65.0 20.0 Custom Sae 18.131 - 18.130 +86.0 -80.0 24.131 - 25.793 +80.0 -110.0 Custom Sae 14.131 - 16.130 +86.0 20.0 Shortest 12464 - 14.130 +65.0 30.0 y Egwl-use 25.777 +55.0 20.0 s Custan Sae 24.131 -25.778 +8&0 20.0 e Stermrd Prmuew 20.944 - 24.130 +65.0 20.0 450-&6 Custom Sae 20.131 - 20.843 +66.0 40.0 Custom Sae 16.131 - 20.130 +66.0 40.0 Custom Sae Custom Sae 18.131-18.130 +66.0 400 28.194'-2&130 +80.0 -110.0 Custoe Sae 14.131 - 16.131) +85.0 40.0 84" Shortest 12.484. 14.I +66.0 40.0 Sterldrd Probe. 34.1 -38.130 Eque444e 31.904 +65.0 40.0 Cus Custom Sae 28.131 - 31.9(13 +86.0 40.0 Stadam3 Pmdew 25.794 - 20-130 +66.0 400 Custom Sae V.131-23.1. +65.0 63" Custom Sae 22131 - 24.130 +65.0 24.0 Custom Sae 2).131 - 22.130 +65.0 40.0 Custan Sae 18.131 -20.130 +85.0 20.0 Custom Sae 18.131 - 18.130 +6&0 20.0 Shortest 13.194" - 18.130 +65.0 20.0 Eq.". 38.464 +85.0 200 Custom Sae 38.131 - 38.463 +65.0 40.0 Custom Sae 34.131 - 38.130 +85.0 40.0 76" Strhdrd Pmiew 30.984- 34.130 +65.0 -BOO Qatom sae 30.131- 30.993 +65.0 20.0 Cestan Sae 28.131 - 30.13) +65.0 40.0 Slnrtest 28.194'-28.130 +85.0 40.0 EgusFsle 42484 +6&0 20.0 84" Custam Sae 38.131- 42483 +8&0 20.0 Standard Pmol- 34.194' -38.130 +8&1) 20.0 5116" NOM. �- GLASS STACK 09W PVB 1/6" HS GLASS 1/B•H GLASS 30 25 12" NOM. JR EERIDR GLASS BITE a 74 34 GLASS TYPE 4 7116" NOM. GLASS STACK .090" PVB 3/16" AN GLASS IJLL3/GLASS 4AG'l- EXTrRIOR 2' NOM. BITE 74E 5 xAS NOM. GLASS STACK PJB AIRSPACE 3116' AN G /8" AN GLASS 31 74 GOR 12"NOM. GLASS SITE /1 7x73 �& O� GLASS TYPE 6 DasIgn Pressure for Glass Types 6-15 �- GLASSNOM. GLASS STACK AIRSPACE .090' PVB 3118" TP GLASS 118" AN GLASS 31 74 ®OR 5 10 NOM. 12.464 - 12993 +80.0 -110.0 GLASS BITE ^ 7073 �IOR GLASS TYPE 7 DasIgn Pressure for Glass Types 6-15 NOM. Bottom Sash for Gil RWW Sash L4oWt Tip To Tip (in)53-IIW 24' Equtl-lile 12.484 +80.D -110.0 31" EquN4te 15.964 +9D.D -110.0 Strldrd P -4w. 12.994 - 15.963 +80.0 -11&0 ®OR 5 Shorten 12.464 - 12993 +80.0 -110.0 GLASS SITE Equal lte 19.852 +80.0 -110.0 Starda0 PM.*w 15.944 - 19 651 +80.0 -110.0 38318" Custom Size 15.131 - 15.943 +80.0 -110.0 �pft GLASS TYPE 12 Custom Sae 14.131 - 15.130 +80.0 -110.0 Z LL _o 0 52 U Shoran 12.464 - 14.130 +80.0 -110.0 t• EqueHBe 22.964 +80.0 -110.0 x0 0 Caston Sao 20.131 - 22.963 +80.0 -110.0 Standard Promus 18.504 - 20.130 +80.0 -110.0 46" Custom Sae 16.131 - 18.593 +80.0 -110.0 OMO Custom Sae 15.131 -16.130 +B0.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 O � Shortest 12.484 -14.130 +80.0 -110.0 Equal40e 24.964 +80.0 .110.0 Custom Sae 22.131 -24.953 +80.0 -110.0 StaMrd P -,L- 20.194 - 22.130 +90.0 -110.0 4P Custom Sae 18.131 - 20.193 I +BpD -110.0 Custom Sae 16.131 -18.130 +90.0 -110.0 J Custom Sae 14.131-1&130 +80.0 -110.0 Z Shortest 12.464 - 14.130 +90.0 -110.0 U Equsl-9te 25.777 +80.0 -110.0 p 12 Custom Sae 24.131 -2&778 +80.0 -110.0. Stad•o Prvaaw 2D.844-24.130 +80.0 -110.0 50b6 Custom Sae 20.131 -20843 +80.0 -110.0 Custom Sae 18.131 -20130 +80,0 -110.0 IXatan Sae 16.131-1&130 +80.0 -1100 lueton Sae 14.131 - 16.130 +80.0 -1100 Shortest 12.464 - 14.130 +80.0 210.0 EquWlte 31.984 +80.0 -110.0 Custom Sae 2&131 -31.963 +80.0 -110.0 StadM Proiow 25.794-28.130 +&D.0 -1100 Custom Sae 24.131 - 25.793 +80.0 -110.0 83" Custom Sae 22.131 -24.130 +80.0 -110.0 Custom Sae 20.131 .22130 +80.0 -110.0 Custom Sae 18.131 - 20.130 +50.0 -110.0 Custom Sae 16.131 - 18.130 +80.0 -110.0 Sanest 13.194' - 1&130 +80.0 -110.0 EqusHRe 38.464 +80.0 -110.0 Custom Sae 38.131 - 38.463 +80.0 -110.0 76 Custom Saa 34.131 - 38.130 +80.0 -110.0 Strobl Pru9aw 30.994-34.130 +80,0 -110.0 Custom Sae 30.131 -30.993 +90.0 -1100 Custom Sae 28.131 - 30.130 +80.0 -110.0 Shortest 28.194'-2&130 +80.0 -110.0 Equal4ite 42*% w I t0. 84" Custom Sao 39.13•-42403 +80• 4810. Sterldrd Probe. 34.1 -38.130 • 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 - 48.506 .090" SG ria -3118' AN GLASS 70 tfl3I1GLASS kT . EXrFRIOR SITE a 34 GLASS TYPE 8 •• ••• • ••• ••• • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN TRE TRBLE TO DETL�2MAE 1•IE VIANDOW S • IZE. • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • •• 000 ••• • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FTf ATHIN. • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090" SG 3116" HS GLASS GLA S S30 2B 3m a A. EXTERIOR GLANOE 7 GLASS TYPE 9 NOM. GLASS STACK 080' SG GLASSNOM. GLASS STACK .090" SG AIRSPACE 1/6 ANG 1/8"HS GLASS 31 74 ®OR 5 12"NOM. EKrER_ GLASS SITE a IY 5 70-73 �pft GLASS TYPE 12 GLASS TYPE 10 •• ••• • ••• ••• • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN TRE TRBLE TO DETL�2MAE 1•IE VIANDOW S • IZE. • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • •• 000 ••• • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FTf ATHIN. • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090" SG 3116" HS GLASS GLA S S30 2B 3m a A. EXTERIOR GLANOE 7 GLASS TYPE 9 NOM. GLASS STACK 080' SG AIRSPACE 1B" TP GLASS 116" HS GLASS 31 74 c 1"NM. ERR GLASS BITE a IY 5 7073 �pft GLASS TYPE 12 •• ••• • ••• ••• • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN TRE TRBLE TO DETL�2MAE 1•IE VIANDOW S • IZE. • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • •• 000 ••• • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FTf ATHIN. • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090" SG 3116" HS GLASS GLA S S30 2B 3m a A. EXTERIOR GLANOE 7 GLASS TYPE 9 1 _ 13118' NOM. I GLASS STACK 090- SG AIRSPACE 3116' AN GLASS 1/8' HS GLASS 31 74 c 12"NOM. FCTERIOR GLASS BITE a IY 5 7073 5�0ft GLASS TYPE 14 •• ••• • ••• ••• • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN TRE TRBLE TO DETL�2MAE 1•IE VIANDOW S • IZE. • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • •• 000 ••• • 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FTf ATHIN. • • • • 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .090" SG 3116" HS GLASS GLA S S30 2B 3m a A. EXTERIOR GLANOE 7 GLASS TYPE 9 J t� NOM. GLASS STACK 090' SG AIRSPACE 116 AN GLASS 3/16' AN GLASS 31 44 c M. IjALS GLRapITE ellEXTERKM a IY 5 73 [ 5P e GLASS TYPE 11 J t� NOM. GLASS STACK 090" SG AIRSPACE 1/8' TP GLASS 3/ie' AN GLASS 31 74 c i2' NOM. GLASS BITE ellEXTERKM a IY 5 70-73 GLASS TYPE 13 'I 13118'NOM. GLASS I GLASS STACK .090' SG AIRSPACE 3/16' TP GLAS 1!6" HS GLASS 31 O c N E el.7� ellEXTERKM a IY Q O O Ar w �_ �0R GLASS TYPE 15 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED W t Y �n O c N O N w 0-1 °0 IY Q O O Ar w �_ fn Z Z Z LL _o 0 52 U J t• U $ 0 Z a � J x0 0 oN LU S2 Cn > OMO O Z Z O � W O Z7aaV5 Tn O 0 J 2F- Z m 0 U Q Q V) `11x... LY_,rr77 NlyM� '� ..•' VLCENSF'•.���� * •: No. 58705 MOV�` . G s CONAL tE? A LYNN MILLER, P.E. P E.# 58705 �Anchor Quantities Required for "Through -Frame" Installation -Type I us Ina Glass TvD&s 1-7 3 BonomSash Sash Haigh 1/8" HS, .090" PVB, 118" HS Description br Ghent Range Pang. On) 24" Equalaite 12.464 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN Equal -lite 15.964 31" Stnrdad Prom 12.994.15.96 • Shortest 12.484 -1196 • • Equal -lite 19.652 • • Standard Prouew 15.944 -19.65 38-3/8" Custom Size 15.131 - T5.94 • Custan Size 14.131 - 15.13 ••• Shortest 12.464 - 14.13 • Egle 22.984 • Custom Slze 20.131 •2296 Standard PM4" 18 594 - 20.13 4S Custom Size 16.131 - 16. SQ Custom Size 15.131 - 16.13 Custan Size 14.131 - 15.13 Shortest 12.464 - 14.13 EquaHit. 24.964 Custom Size 22.131 -24.96 Stallard `Ziew 20.194 - 2213 49" Custom Size 18.131 - 20.19 Custom Size 16.131 - 18.13 Custw Size 14.131 - 18.13 Shortest 12.464 - 14.13 Equal -lite 25.777 n Custom Size 24.131 - 25.71 ~ Standard Proiew 20.641 •24.13 F 50-518' Custom Size 211.131 - 20.84 IA11 Mz 9I I"zl0 • 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 - Description (Usted from Exterior to Interior) -Type I 1/8 -AN, .090" PVB, 118" AN 2 13116" LIG: 1/8" AN CAP, AIRSPACE, 118" AN, .090' PVB, 1/8" AN 3 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, i/8" AN 4 1/8" HS, .090" PVB, 118" HS 5 3/16" AN, .090" PVB, 3116" AN 8 13118" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, .09(" PVB, 118" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN Z p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �myrIn-©©o©©o©©o©©© one ©©©©©©©©© E=Ma=CMEM©©o©©o©©o©©©©©©©©©©©©©©© M�©©o©©o©©o©©©©©©©©©©©©©©© M��wU1=©©o©©o0©o©0©©a©©©©©©©©©© nun OEM nun OHM 0©©O©©0©©nun �M��Ez==©oo©oo©oo©o©©o©©o©©o©©o© • 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 - Description (Usted from Exterior to Interior) -Type I 1/8 -AN, .090" PVB, 118" AN 2 13116" LIG: 1/8" AN CAP, AIRSPACE, 118" AN, .090' PVB, 1/8" AN 3 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, i/8" AN 4 1/8" HS, .090" PVB, 118" HS 5 3/16" AN, .090" PVB, 3116" AN 8 13118" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, .09(" PVB, 118" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN ....... . .. .. . ......... . 01) TIP TO TIFbDIBl1i SHQW% FOR ItgEGRAL FIN AND EQUAL -LEG WINDOWS, • • SUSfMPICT 1" lli THE TIP W TIP DibiliNSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • :::OR SIZES DT SHOWN, RADWI TPP ROUND UP TO THE NEXT AVAILABLE SIZE. 36 • • ICH VJLLCWAPP�TELY FIT WITHIN. E JR&LILEST WINDOW SIZE IN THE TABLE ABOVE WHTHEW LIS TQP WINDOW • • • • • • • • • • • • • • ESSrNDOWS Sl1OIM W19H THW SILL QSWNI,RWMITED TOA MAXUM POSITIVE DESIGN URE 10.65 PSR NEGATIVE RESIGN IRESSURES ARE UNAFFECTED. ••• • • • • ••• • • � Z ZQ lassos Z p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W o C7 N Q � 1 �j r Q N Z LL tS v _ 'o U U $ o� F W U n0 > e•- 0a Z 0 OD r- atop _ 2 Q !n Z (') 3 _ Y w D Z Z u MBo W J ED H Q Q Z pM0 _ LL O h ® W � Z ZQ lassos Z p O Q U 2 � Q aNlasap sa��a5 �``�111YILYN Nei •, ,SON....... N0.58705 = * WbOF �s •'•"i ORIDP. •'•GNm •\• ,,,,S, lONAL W? A. LYNN MILLER. P.E. P.E.# 58705 "Through -Frame" Installation (ta[no Glass Types 8-15 9 Baton Sash 10 ©©© oon Deen Sash HNgnt 12 r for Gan R Range Range (m) 24" Equawite 12.484 15 Equaldite 15.964 31" Standard Prodew 12.994 - 15.98 • ••• Shortest 12.464 - 12.95 • • • Equal -lite 19.652 •• • Standard Pmwew 15.914 - 19.6: 38.3x8' Gnlam Size 15.131 - 15.91 r LU.a-. Q Gatan Size 14.131 - 15.0 Slcrtest 12464 - 14.1: Equel4te 22.964 = Custom Size 20.131 - 22.98 BOBunn0©n0©©0©©0©©0©©0©© Standard Pm4ew 18.594-20.1£ /S" Cuatam Size 18.131 - 18.5£ Cut— Size 15.131 - 16.1: 1aa45 Custom Size 14.131 - 15.1; 7 Shon"t 12464 EqusHns 24.964 O Galan Size 22.131 - 24.9E C Stenderd P1o4ew 20.194 - 22.1: 49" Cuslan Size 18.131 - 20.1£ Custom Size 16.131 - 18.12 (1) sa"a5 Custom Size 14.131 - 16.1: Shortest EgwH{ts 12.464 -14. 1- 25.777 St ~ Custom Size 24.131 - 25.Ti 0 StsMaM Pnmew 20.644 - 24.12 H 50-5/8' Custan Size 20.131 - 20.N =I "':., YfiY YfiY YLiY Yfifi Yfiii Yfifi •iiiY •iiiY 9 3/16" HS, .090" SG, 3/16" HS 10 ©©© 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3176" AN, .090" SG, 3116" AN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 313/16" 1'11 1'16"LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .09(" SG, 3/16" AN 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090' SG, 116" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 1l8" HS • Nunn©©©©©©©©©! ===WM=QUUNUUUUUNUUUUUUNUUUUW UL =EMU-wMv-M- Bug ©©o©©o©©©©©©©©©©©©o©E sass»©©o • 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 Gla ss Type Description (Listed from Exterior to Interior) 8 3/16" AN, .D90" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/B" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3176" AN, .090" SG, 3116" AN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 313/16" 1'11 1'16"LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .09(" SG, 3/16" AN 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090' SG, 116" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 1l8" HS • • • • • ••• •• • •• • • • • • ••• ©©o©©o©©o©©©©©©©© •• • W2OD _< J no�czmm©©o©©o©©o©©©©©©©©©v©©oo© r LU.a-. Q o O Z W U MEM�mimm©©o©©o©©o©©©©©©v©©o©©oo© = W to F LL o BOBunn0©n0©©0©©0©©0©©0©© 0 J z to Z Q 1aa45 �E==MREM©oo©oo©oo©o©©o©©o©oo©o©© � 7 LL Q Q O Z) Z • 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 Gla ss Type Description (Listed from Exterior to Interior) 8 3/16" AN, .D90" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/B" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3176" AN, .090" SG, 3116" AN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 313/16" 1'11 1'16"LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .09(" SG, 3/16" AN 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090' SG, 116" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 1l8" HS •• ••• • • • • • •• ..•..... . ......... . • S TIP l0 TIS DIIIIEN•IONS SWV*. FOR IMTEGRAL FIN AND EQUAL -LEG WINDOWS, • • CT IP TAE TIPdrO TIIP D"NSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 00 go gas • •) FOR RAWUS.TOP VI/NDOWS, Fl4EjS4LEST WINDOW SIZE IN THE TABLE ABOVE • •• • •WWITHIN. THSRAAIUS TOP WINDOW6NILL CQM%ETELY FIT THIN. • • • • • • • • • •• ;)%NDOVSS V&rH T4 iOW SILL:WIONMRA LIMITED TO A MAXIMUM POSITIVE DESIGN RESSURE & *65 PdP. NEGATIVEIDESIGNORESSURES ARE UNAFFECTED. ••• • • • • ••• • • to 0 N • • • • • • • • • • • ••• •• • •• • • • • • ••• •• • •• • LU ? m fq > to 0 N to zy 0 n to Z O Z z LL 10 m Z 10 ' O O S ca 4g0 W2OD _< J oN r LU.a-. Q o O Z W U (!) Z = W to F LL o 0 J z to Z Q 1aa45 � � 7 LL Q Q O Z) Z X p C W O J a Z —cl (1) sa"a5 LYNN ��?O• �IGENSF * : No.58705 ' 0,i1/ CO�/NAL ��G A LYN16 �1�l��, RE P.E.# 58705 INSTALLATION TYP. ANCHOR TYPE, Min. Edge Nin. Embedment OPTION 1 EDGE DISTANCE P.T. Southern Pine (S(3=0.55) ANCHORED THROUGH r—T---- ----- SEE TABLE B. FRAME INTO 2X WOOD a -r FRAME OR BUCKSTRIP. A36 StW �- SEE NOTE 2, THIS SHEET. I D EMBED- I Steel Stud, Gr. 33 min. SWEEP LATCH 0 I MEI'/T EDGE *• Concrete (min. 3.35 ksi) ���J•L_. DISTANCE �— 1/4- MAX SHIM 2-1/2"P.T. • • • Southern Pine (SG=0.55 1"Concrete N1-318" • • (min. 2.85 ksi) 1 SEE TABLE • • tAtracon NOTE B, FOR 2-1/2" • HEAD TYPE P.T. Southern Pine (SG=0.55) 3 30 18 •. TYP. ANCHOR TYPE, FIXED EMSEDMENTAND ' VISIBLE EDGE DISTANCE PER 1,5 75 LIGHT SUBSTRATE, SEE u) HEIGHT TABLE 8. I TIP TO TIP HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END Sei OPTIONAL HI -RISE SILL SHOWN. SEE SHEET10FOR STANDARD SILL. 1/4' MAX. -SHIM NO ANCHORS 't REQUIRED IN , • ' FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - EMBEDMENT -- 1/4" MAX SHIM I /71\ FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM F+ -- SASH VISIBLE J 17- LIGHT WIDTH 'I 31 �S�OR 56 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V 1/4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE S. ANCHORED THROUGH FRAME INTO METAL Anchor TYP. ANCHOR TYPE, Min. Edge Nin. Embedment 45 EMBEDMENT AND EDGE P.T. Southern Pine (S(3=0.55) DISTANCE PER SUBSTRATE, 1-318" SEE TABLE B. Alumnurn, 6063-T5 min. a 0.063" or 410 SS Screw A36 StW 13 83 USE EITHER 1 Steel Stud, Gr. 33 min. SWEEP LATCH 0 Q u) MIDSPAN OR 2 Concrete (min. 3.35 ksi) BOTTOM LOCKS SASH VISIBLE �— LIGHT HEIGHT 1 2-1/2"P.T. OPTIONAL HI -RISE SILL SHOWN. SEE SHEET10FOR STANDARD SILL. 1/4' MAX. -SHIM NO ANCHORS 't REQUIRED IN , • ' FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - EMBEDMENT -- 1/4" MAX SHIM I /71\ FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM F+ -- SASH VISIBLE J 17- LIGHT WIDTH 'I 31 �S�OR 56 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V 1/4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE S. ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Nin. Embedment • • P.T. Southern Pine (S(3=0.55) 9/16" 1-318" #12 Steel, 16-8 Alumnurn, 6063-T5 min. 3/8" 0.063" or 410 SS Screw A36 StW 3/8" 0.063" Q Steel Stud, Gr. 33 min. 3/8" Q u) Z Concrete (min. 3.35 ksi) 1" • • 114" 410 SS CreteFleX UngroulDd CMU, (ASTM C-90) 2-1/2"P.T. • • • Southern Pine (SG=0.55 1"Concrete N1-318" • • (min. 2.85 ksi) 1"LMgrouled • • tAtracon CMU, (ASTM C-90) 2-1/2" • ••• P.T. Southern Pine (SG=0.55) 1" "1 -3r8o• EMBEDMENT �E DISTANCE I 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) WITH C SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVIEW) QFIXED LITE: TIP TO TIP HEIGHT2 + 3.78" @SASH: TIP TO TIP HEIGHT/2 - 11.93" HEIGHT (CUSTOM SASH) ®FIXED LITE: 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. • • 2) MP60NRV ANCHORS YAY BE USED INTO WOOD AS PER TABLE • • 8. ALL WOOD BI}CK30LESS THAN 1-12" THICK ARE TO BE • • CO&SIMERLb 1)f IN9rALLATiONS. 1X WOOD BUCKS ARE OPTIONAL IF CNIT�, I D &- THI TO SUBSTRATE. WOOD BUCKS • • DE I D ARCS" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USE ) S DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • 3) VQIBLE LIGHTDT^R HEIGHT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEXIFLAT HEAD WPDIS • • • • DAYQj GHT QPENIIgG) IS IEA:URED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPucATndkS. • • • • ••• • • • • ••• • • W Q�} } n o & aj.0 O Q O N z w O r Q u) Z O LL O F Z • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �.``\1NYILYNAI �''',, ,k :• No. 58705 Q. % XAOF iFS '•R.t ORIDP.•' G\7 � .S!0NAL 11 111 MEN A LYNN MILLER, P.E. P.E.# 58705 00 YYn W i W Q�} } n o & aj.0 O Q O N z w O r Q u) Z O LL O F Z W O 0 7 UUd of d X00 u n W r < �> Q r 0M0 Z 0 Z z LL O n ®O Z O Z_ 1= L) 1,5 75 u) o LU w z U J Z 5 rn Q LL aNt �sa0 s ..a5 �.``\1NYILYNAI �''',, ,k :• No. 58705 Q. % XAOF iFS '•R.t ORIDP.•' G\7 � .S!0NAL 11 111 MEN A LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHORED THROUGH FRAME INTO -MOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. d BUCK HEIGHT I FIXED VISIBLE LIGHT HEIGHT _L EXTERIOR a SASH VISIBLE LIGHT HEIGHT —T---------- 1" WEEP 42 OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR • • D EMBED- I STANDARD SILL, MENS EDGE EACH END DISTANCE 318" 114" MAX SHIM SHIM NO ANCHORS LEGBOX SEE TABLE ' 3 NOTE B, FOR , 18 HEAD TYPE TYP. ANCHOR TYPE, .e •, EMBEDMENTAND , EDGE DISTANCE PER 2-1/2" SUBSTRATE, SEE VERTICAL SECTION B -B TABLE S. 1" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS T INSTALLATION OPTION 2 '-- 1" WEEP 42 OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR • • NOTCH AT STANDARD SILL, ANCHORED THROUGH FRAME AND 1X EACH END 1/4" MAX. 318" BUCKSTRIP INTO CONCRETE/CMU. SHIM NO ANCHORS LEGBOX SEE NOTE 2, THIS SHEET RC-QUIRED , IN , FLANGE OR EQUAL -LEG " FRAME SILLS 2-1/2" SASH VISIBLE 17 I LIGHT WIDTH VERTICAL SECTION B -B INSTALLATION OPTION 2 '-- Substrate INSTALLATION OPTION 3 • • ANCHORED THROUGH FRAME 9116" ANCHORED THROUGH FRAME AND 1X #12 Steel, DIRECTLY INTO CONCRETE/CMU. 318" BUCKSTRIP INTO CONCRETE/CMU. EQUAL OPTION 4 LEGBOX SEE NOTE 2, THIS SHEET EMBEDMENT — EMBEDMENT SHOWN 0.045 16 GB 114" MAX SHIM 1" 1/4" MAX SHIM+I '-�-- 1/4" 410 SS CreieFleX Ungrouted CMU, (ASTM C-90) 2-1/2" SASH VISIBLE 17 I LIGHT WIDTH " EDGE - 1" Isle" • • DISTANCE 19 1" 1-318" 1/4" Steel tA7acon FIXEDVISIBLE LIGHT WIDTH Li _I ---------------- ^_________ .e, . 3� "5R 58 &'/_ I -----_ I \ BUCK WIDTH TYP. ANCHOR TYPE, EXTERIOR EMBEDMENTAND HORIZONTAL SECTION A -A EDGE DISTANCE PER ID SUBSTRATE, SEE TABLE 8. 1/4" MAX. SHIM \ DADE APPROVED MULLION, F13C Substrate 0 PLIANT ALUMINUMISTEEL FRAMING • • OR STEEL STUD. MAY BE VERTICAL OR 9116" HORIZONTAL. SEE SUBSTRATE #12 Steel, PROPERTIES, TABLE 8. 318" INSTALLATION EQUAL OPTION 4 LEGBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN 0.045 16 GB Anchor Substrate Nin. Edge Mn. Embedment Dig= • • P.T. Southern Pine (S(=0.55) 9116" 1-3/8" #12 Steel, Alurrinum 6063-T5 min. 318" 0.063" 18-8 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045 16 GB Concrete (min. 3.35 ksi) 1" ;-314" 1/4" 410 SS CreieFleX Ungrouted CMU, (ASTM C-90) 2-1/2" 1- ! " • • • P.T. Southem Pine SG -0.55) 1" Isle" • • • • rete (min. 2.85 ksi) 1" 1-318" 1/4" Steel tA7acon Ungrouted CMU, (ASTM C-90) 2-12" 1-114" ••• P.T. SouUtem Pine SG=0.55 1" '• • VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH Q SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LIE) BUCK EIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2 + 4.28" @SASH: BUCK HEIGHT/2 - 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. • 02) MARONR'O ANCHORS MAYBE USED INTO WOOD AS PER TABLE • 08. ILL MOOS BUCKStLESS THAN 1-12" THICK ARE TO BE *0 C SI •,,REb 1VINWALLATIONS. IX WOOD BUCKS ARE OPTIONAL :IF �JITja B�T4LED 8RECTLY TO SUBSTRATE. WOOD BUCKS • • DE r D / 2 AR� L �2- THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL 6E DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. • ••• ••• • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • 0 o 3) VI 8LE LIGHT DTHCR REIGHT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD *PERS • • • • DAYIQGHT %PENIIT,) IS §EA:LIRED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • • • • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIAS. • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W z m y 7 y G 0 ,aa w_ 0 V) O N o ajOp x Q O c� W y O J I7 IvZ Z O J O a F W O Z ul� m x I- = pu U d o u.xob ~ W a Q pMp Z Z o 0 Z) ZO O H m ® N J (.) 9 O w Z (f) IaavS V) X OZ) J 0 Z ¢ 2 : _ U Q 01 W V) a,i�l 'asap sau ES \\\11f 111111//'/ CEN *.: No. 58705 ON A- A LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE �-- EMBEDMENT I EDGE DISTANCE 1/4" MAX SHIM 1/4" MAX SHAM SASH VISIBLE LIGHT WIDTH EXTERIOR a i" WEEP NOTCH AT - EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 9. (SCREW SHOWN) STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL, TABLE 9 1/4' MAX EDGE I EMBEDMENT [-- VERTICAL SECTION D -D U L1/4"MAX. EMBEDMENT 2 SHIM I v FIXED VISIBLE -- LIGHT WIDTH I Substrate I D 16 TYP. ANCHOR TYPE, 2-1/2" x.113" Box Nail P.T. Southern Pine (SG=0.56) S/ Ur • •2.488 • EMBEDMENT AND EDGE P.T. Southem Pine (SG=0.5 )• �! " • •2. • FIXED DISTANCE PER SUBSTRATE, 31r • 02.488 • 2-112"x .145" Roofing Nail VISIBLE SEE TABLE 9. 2.438 • • P.T. Southern Pine (SG=0.55) LIGHT 1.375 #10 Steel Trusshead Screw o .125" Aluminum, 6083-T5 'n. 5118" HEIGHT32 I 31 R@ ••• Screw r 5/16" • BUCK WIDTH • 0.045" (1 I Ga) Steel Stud, (jr.-Q min. 5/16" 0. � O Z X Z 1aa45 HORIZONTAL SECTION C -C U) ZLu LL 45 ��LuX O J Z S co Q DADE APPROVED MULLION, FBC 14 ant -�sa0 COMPLIANT ALUMINUM/STEEL FRAMING / •.M/� '�`�`•'• `. �� • L1 SF GEN 1/4" MAX. SHIM V L- OR STEEL STUD. MAY BE VERTICAL OR iR[ORIDP.•�GN �.;s 0 NAL Ie: I A LYNN MILLER, P.E. HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. 43 BUCK 13 HEIGHT 83 USE EITHER 1 *to OR 012 STEEL SWEEP LATCH Q MIDSPAN OR 2 46 55 SELF -DRILLING BOTTOM LOCKS SMS (G5), SEE TABLE 9. SASH VISIBLE INSTALLATION LIGHT HEIGHT OPTION 7 ANCHORED THROUGH I INTEGRAL FIN INTO METAL EXTERIOR a i" WEEP NOTCH AT - EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 9. (SCREW SHOWN) STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL, TABLE 9 1/4' MAX EDGE I EMBEDMENT [-- VERTICAL SECTION D -D EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NUL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT2. 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 +4.28" QSASH: BUCK HEIGHT2 - 11.43" HEIGHT (CUSTOM SASH) aFUCED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" QSASH: SASH HEIGHT -4.60" NOTES: • • •1,USE ONLY SUBSTRATE -APPROPRIATE • • • ANCHORS LISTED ON TABLE 9. FOLLOW • • • EMBEDMENT AND EDGE DISTANCE LIMITS. ANY • • • •INSTALLATION OPTION SHOWN MAYBE USED 0 • N ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • e • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • • • • • • • m Min. Edge Min. Anchor Substrate Wit e E eM 2-1/2" x.113" Box Nail P.T. Southern Pine (SG=0.56) S/ Ur • •2.488 • 2-112" x .131" Common Nail P.T. Southem Pine (SG=0.5 )• �! " • •2. • 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.5) 31r • 02.488 • 2-112"x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 • • P.T. Southern Pine (SG=0.55) 12" 1.375 #10 Steel Trusshead Screw o .125" Aluminum, 6083-T5 'n. 5118" 0.125 #12 Steel, 18$ or 410 SS L:7 •• ••• Screw 0.05(" A36 Steel• 5/16" • • 0. • 0.045" (1 I Ga) Steel Stud, (jr.-Q min. 5/16" 0. EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NUL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT2. 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 +4.28" QSASH: BUCK HEIGHT2 - 11.43" HEIGHT (CUSTOM SASH) aFUCED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" QSASH: SASH HEIGHT -4.60" NOTES: • • •1,USE ONLY SUBSTRATE -APPROPRIATE • • • ANCHORS LISTED ON TABLE 9. FOLLOW • • • EMBEDMENT AND EDGE DISTANCE LIMITS. ANY • • • •INSTALLATION OPTION SHOWN MAYBE USED 0 • N ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • e • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • • • • • • • Lu m Y > H 0 O 50 (n . as h 0 N ala0 O 0 O • e 8 Ri2 o) Z Z Z d z r0 r` U U 00 o¢ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lu m Y > H 0 O 50 (n . as h 0 N ala0 O 0 O • e 8 Ri2 o) Z Z Z d z r0 r` U U 00 o¢ u Mga _ 00 F ZV HZ 6 W oN 7M0 p' N Z Q Z 0 = Z U O rn $ ®rn J w � O Z X Z 1aa45 Q 0 O U) ZLu LL 00 ��LuX O J Z S co Q _ ant -�sa0 sava5 / •.M/� '�`�`•'• `. �� • L1 SF GEN * , No. 58705 V L- ST iR[ORIDP.•�GN �.;s 0 NAL Ie: I A LYNN MILLER, P.E. P.E.# 58705 2.848" f•�•- .062" 1 1.469 062'4-----! O FLANGE FRAME HEAD 2.798" �{ 2.841 .062" r� O FLANGE FRAME SILL 1.300 .170 2.150 7-2.848" } 1.125" 2.112' ofir �+--• 2.648' In n n T 987" .062" 1 O INTEGHEAD RAL FIN FRAME O EQUAL LEG FRAME HEAD 2.798" -� 3.466" 2.798" -� 2.341" .062" 1.12 I' Illllf O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273" -moi 120" z.n 2.211" 062".062" 1.300" SASH TOP RAIL 14 15 FIXED MEETING RAIL SASH B HI R SEOTTOM RAIL is 2.560" o6r 2.724^ O FLANGE FRAME IAMB 2.798' �{ 3.185" o6r 2.724" -+{ 1.125" �- OINTEGRAL FIN FRAME JAMB 2.798" ---�{ FLANGE FRAME SILL u HI -RISE 2.273" r 2.105. .062' 1.235" .062- 1.300- sr1.300" 01.300" �+- is SASH BOTTOM RAIL 17 SASH SIDE RAIL 8INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE IW NOW YNTH DESICCANT EXT.GLASS INT GLASS 70 KODISPACE 4SG TPS 2.060" --� ai 4" O EQUAL LEG FRAME JAMB 2.798- 3.008" 133' .062" OIZ EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3116" NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS INT. GLASS 71 SUPER SPACER* NXT - •• ••• • • • • • •• A 1.: -INT. • • •POLYISOBUTYLENE DESICCANT FILL 1.446" • • REINF•Q E•SEAL 5118'NOM. 1.52Y A .62T .040" .634" .465" -y-•.61T�+--• .496"� • • • •BUTYL• • • SILICONE SEAL I_ 1 ROLL -FORMED _STAINLESS STEEL �� .802" .802" .802' .802' DESICFOA1.370" �-�- WWOGLASST.GLASS 070'.070' pq5^ -�..050" • • • GLISS • • INT. GLASS to COVER HEAD ANCHOR 2's SASH STOP COVER ® IG BEAD zse IG SNAP BEAD O 5/16' LAMI BEAD 37 7/16" LAMI BEAD • • • • • • • • • • • • • (A1RAS;e SPACE i 73 • • • • XL EDGETM SPACER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• W i � H W o aa �Yn 5 •aa i� N i atop 0 Q Opp �" 2'n W Z Z O oLLg 2'D m HS t` =w s� UUW d ~ oN W G 0 i • > Q `imp Z o' Z Z LL O o ® W �! 0 aa45 to U7 Z 0 0 U 2 J X Q W aq!t 'asap say:aS `711LII 1112'2'2', QNY LYNN r''• �.. No.58705 SAT �F �s �'•F�ORIDP,.•'G�'C � A LYNN MILLER, P.E. P.E.# 58705 Item PGT Part# Description Material 1 642001 Head, Flange Aum. 6063 2 624017 Head, Integral Fin Alum. 6063 -TB 3 624028 Head, Equal -leg Alum. 6063T6 4 624004 Jamb, Flange Alum. 6063T6 4A • Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063732 5 624020 Jamb, Integral Fin Alum. 6063T6 5A •• jJamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063T52 6 624031 Jamb, Equal -leg Alum. 6063 -TB 6A • Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 5083T52 7 624002 Sill, Flange Alum. 6063-T6 8 824018 Sill, Integral Fin Alum. 6063-T8 9 624029 Sill, Equal -leg Alum. 606376 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 1 624019 Sill, Hi -Rise, Integral Fin Alum. 6063 -TB 12 624030 Sill, Hi -Rise, Equal -leg Alum. 606376 13 624008 Sash Top Rail Alum. 6005A -T61 14 624005 Fb(ed Meeting Rail Alum. 6005A -T61 15 824012 Sash Bottom Rail - Hi -Rise Alum. 606376 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 8063T6 18 624051 Head Anchor Cover Alum. 6063 -TB 19 1 624015 1 Sash Stop Alum. 6063 -TB 25A 624009 IG Bead Alum. 6063-T5 256 624011 IG Snap Bead Alum. 6063175 26 624013 5116" Lami Beading Alum. 6W3 -T6 27 624026 7/16" Lami Beading Alum. 6063.76 30 6TP247 Glazing Bead, Bulb Vinyl for 0624023 Vinyl 31 BTP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (Q Sill) Alum. 6W3 -T6 34 Setting Block (1/8" X 1/2"X4") Neoprene 35A IG Setting Block (1/8" X 3/4" X 4' Neoprene 358 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, .17(r X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170"X.187". Fin Seal (C Top Sash Rail) 46 Was Balance with Cover & 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 Kommeding Kodispace 4SG TPS See Sheet 71 Quanx Super Spacer nXT 10 for 72 - Quanex Duraseal Spacer Materials 73 lGardinal XL Edge Spacer 74 jDow 791, 899 or GE 7700 Backbedding Silicon JAMB ACCCeAQI V rICTAII C Ino FLfUYVC r-rx'AIVIC0 (OTHER FRAME TYPES SIMILAR). JAMB FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR b • • • • • • •TABLE 10: MATERIAL PROPERTIES USED • • • • • 3 • FOR ANCHORAGE CALCULATIONS: • • • • ••• • • • • • • • •00 �• ••• • NOTES: • • •• • • • 1) ALL CORNERS TO USE GASKET AND/ORM6EAiANT.• • • • • • •• • • 2) SOME PARTS/OPTIONS NOT SHOWN ON B%AWING4cOR CLARIT•. ••• • • • • ••• • • 410 Screw 90 ksi 110 ksi Elco LXtraCon6 155 ksi 177 ksi 10 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-75 Alumirssn 16 ksi 22 kei A36 Steel 36 ksi 58 ksi • Gr. 33 Steel Stud • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 18E Screw W ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco LXtraCon6 155 ksi 177 ksi 10 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-75 Alumirssn 16 ksi 22 kei A36 Steel 36 ksi 58 ksi • Gr. 33 Steel Stud 33 ksi 45 ksi ��ONLYNAI 1cENS Q4r ;FP * No.58705 * —1] ' it OF "/ONA"11111110L 1�? A LYNN MILLER, P.E. P.E.s 58705 m Y W O t7 N O,5, W CO O Z u- m Z Z O or o c� U U co O o� r• F Lb co < J MN r j JMO Z Q Z 0 Z -j LL O 0 LU ®LU WW O WZ I'll's y Z OU t Z e6 r t• U Q m y all!1 >sap s uas ��ONLYNAI 1cENS Q4r ;FP * No.58705 * —1] ' it OF "/ONA"11111110L 1�? A LYNN MILLER, P.E. P.E.s 58705