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WS-19-2984
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-12-18-2984 PWa Permit Type: Windows/Shutters lassification: Window/Door Replacement Permit Status: Approved Issue Date: 02/26/2020 Expiration: 06/17/2020 Parcel Number 126 NE 109TH ST, Miami Shores, FL 33161 1121360090140 Contacts JAMES STOBS Owner LELACK CONSTRUCTION Contractor 9020 NE 8 AVE #3D, MIAMI SHORES, FL 331383281 MICHAEL LELACK 11515 ne 6th ave, biscayne park, FL 33161 Business: 9542637120 info@lelack.com Description: WINDOW REPLACEMENT AND DOOR Valuation: $ 17,500.00 Inspection Requests: Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $3.60 Scanning Fee $12.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $288.90 Payments Date Paid Amt Paid Total Fees $288.90 Check # 5677 02/26/2020 $238.90 Check # 5617 12/20/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining hereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. I accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits a required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERIFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatinstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. re: Owner / Applicant / Contractor / Agent February 26, 2020 Date Page 2 of 2 LELACK CONSTRUCTION ly - TM 6574 N STATE RD 7 4220 info Melack.com CGC1514048 Coconut Creek, FL 33073 License and insured 954-263-7120 February 25, 2020 State of Florida County of Miami Dade Before me this day personally appeared Michael Lelack who, being duly sworn, deposes and says: That he will be the only person working on the project located at: Stobs Residence 126 NE 109 Street Miami Shores, FL 33161 ontractor Signature Sworn to (or affirmed) and subscribed before me this 25th day of February 2020 by Michael Lelack. a llotary Pudic State of FlondaLouis Gabriel MachadoMy Commission GG 279150Expires 11/26/2022 Personally Known Or Produced Identification_ Type of Identification Produced Print, Type or Stamp Name of Nofiary We hope to work with your project soon. Thank you for choosing Lelack Construction! Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: e State of Florida QA County of Miami -Dade The foregoing was acknowledge before me this LV day of (lSA , 20 . By��1}J who is personally known to me or has produced �%(& as identification. Notary: EgEl State of Florida l MachadoSEAL:ri GG 279150/2022 .� W ke �6 tzo VIA i �� c� 2- BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED C 2 0 2 019 FBC 20 1 Master Permit No. (I- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IaG. r'IE' 10=1 S I-eCc.r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I " a 13& - c7o9 •- o 40 Is the Building Historically Designated: Yes NO Occupancy Type: �—_C Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -��'" � A I S tobS Phone#: �'i S+).2G3 - .} ISO Address: I 2_<6 lo4i _Tr'_CC-r City: Im-•arn: Sk=s E State: 'F- - Zip: •33 I co I Tenant/Lessee Name: Phone#: n /.e�, Email: # r-%-%o CR-D LGi-acw... c=,-, CONTRACTOR: Company Name: LE L.,nc r. Ccyrt-,ye..uc'ricn Phone#: (`19 t---c> Address: GS _"L! n _ S-ro-m Qa� '4 , AL a� City:��a�T C¢.ccr.. State: FL. Zip: 33,=,;43 Qualifier Name: m; r_-hxl_- LF=L.-*<--IL Phone#: J43 IDa State Certification or Registration #: GGG 15 14 oti43 Certificate of Competency #: DESIGNER: Architect/Engineer: n /h Phone#: /�- Address: n/ z' City: r)/'n. State: -' Zip: Value of Work for this Permit: $ 1 -4 . C�o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W ; Specify color of color thru tile: Submittal Fee $ Scanning Fee $. Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ cin r- CCF DBPR $ CO/CC $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 7 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City r n_/ - 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 ELECTRfC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu e) NTR day of No\rQo-lOk,C 20 by �CAM(Ll S-pC who is personally known to me or who has produced G Iy i & 1 as identification and who did take an oath. The foregoing instrument was acknowledged before me this day of NLf. , 20 I by M c ('\n1 fA e. I 6 01C V— , who is personally known to me or who has produced �J OC10 1 W as identification and who did take an oath. NOTARY P LIC: NOTARY Vl Sign: ` Sign: Print: Print: Seal: Seal: ��►►� Notary Public State of Florioa Louis Gabriel Machado y My Commission GG 279150 Expires 11/26/2022 APPROVED BY Plans Examiner Structural Review Notary Public State of Florida Louis Gabriel Machado +� My Commission GG 279150 or Expires 1112WO22 Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). 0 Qualifi r/Ow ire a e Print Name Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: L126 ne 109 street Back to Search Results PROPERTY INFORMATION Folio: 11-2136-009-0140 Sub -Division: DUNNING MIAMI SHORES EXT NO 5 Property Add�res�-- 126-#E'-'R Sf9 T Owner JAMES R III STOBS &W CARIDI Maili Qq Address 126 N _, TR t-9fi�FL 33161-7042 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 3/2/0 1 1 2,948 Sq.Ft Suite httpsJ/www8.miamidade.gov/Apps/PA/propertysearch/#/ 1/8 iuucv a Living Area Adjusted Area Lot Size Year Built Featured Online Tools Comparable Sales PA Additional Online Tools Property Search Help Report Discrepancies rIupvlty Qvan.n nNNnwuvn - rvnan n-vavc vvunty 1,946 Sq.Ft 2,328 Sq.Ft 9,300 Sq.Ft 1950 Glossary Property Record Cards Property Taxes Report Homestead Fraud https://www8.miamidade.gov/AppsIPA/propertysearch/#/ 2/8 12/2/2019 Property Search Application - Miami -Dade County Special Taking Districts and Other Non Ad valorem Assessments Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Tax Comparison TRIM Notice 2019 $232,690 $162,029 $22,063 $416,782 2018 $232,690 $162,029 $22,230 $416,949 2017 $232,690 $162,029 $22,396 $417,115 Assessed Value $288,277 $282,902 $277,084 1 TAXABLE VALUE INFORMATION 2019 2018 2017 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $238,277 $232,902 $227,084 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $263,277 $257,902 $252,084 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $238,277 $232,902 $227,084 REGIONAL ~ Exemption Value $50,000 $50,000 $50,000 Taxable Value $238,277 $232,902 $227,084 BENEFITS INFORMATION Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $128,505 $134,047 $140,031 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). https://www8.miamidade.gov/Apps/PA/propertysearch/#/ 3/8 FULL LEGAL DESCRIPTION DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 6 BLK 216 LOT SIZE 75.000 X 124 OR 20757-343210 2002 4 COC 22965-303812 2004 1 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description 12/01/2004 $280,000 22965-3038 Sales which are qualified 10/01/2002 $0 20757-3432 Sales which are disqualified as a result of examination of the deed For more information about the Department of Revenue's Sales Qualification Codes. 2019 2018 2017 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5, R-18.5 1000 - SGL FAMILY - 2101-2300 SO Front Ft. 75.00 $232,690 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1950 2,948 1,946 2,328 $162,029 r6 Current Building Sketches Availablel EXTRA FEATURES Description Year Built Unite Calc Value Chain -link Fence 4-5 it high 1975 160 $880 Patio - Terrazzo, Pebble 1975 418 $1,725 Pool 6' res AVG 3-8' dpth, plain feat 250-649 sf 1975 1 $15,876 Screen Enclosure - Avg Dome type 1975 868 $3,583 https://wwwB.mismidade.gov/AppsIPA/propertysearch/#/ 4/8 12/2/2019 Property Search Application - Miami -Dade County ADDITIONAL INFORMATION . The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE i Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R17.5 - I Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Inland Navigation District PA Bulletin Board Special Taxing District and Other Non -Ad valorem Assessment School Board South Florida Water Mgmt District Tax Collector 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.govfnfo/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortaVContactFomi/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 8 BENEFITS Deployed Military httpsJ/www8.miamidade.gov/AppsIPA/propertysearch/#/ 5/8 12/2/2019 Property Search Application - Miami -Dade County Disability Exemptions Homestead Institutional Senior Citizens REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns PUBLIC RECORDS More > More > More > https://www8.miamidade.gov/Apps/PA/propertysearch/#/ 6/8 12/2/2019 Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability TAX ROIL ADMINISTRATION Appealing your Assessment Reports Property Search Application - Miami -Dade County More > More > More > httpsJ/www8.miamidade.gov/Apps/PA/propertysearch/#t 7/8 12/2/2019 Properly Search Application - Miami -Dade County httpsJ/www8.miamidade.gov/Apps/PA/propertysearch/#/ 8/8 PREPARED BY: DECLARATION OF USE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned . 2"C_=S R I I I 'S- coos is/are the fee simple owner(s) of the following described property ("Property's situated and being in Miami Shores Village, Florida: Lot(s) '1::;7 4+8 Page rrrr W 5 —Block a l eP of DLr-n;; -Cm (Subdivision), according to the plat thereof, as recorded in the Plat Book of the Public Records of Miami -Dade County, Florida, (address) I aQ, ►'iE 199 S-r. . rn: -Y): 51�e5 and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: agree: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused WITNESSES) Signature and Print Signature and Print STATE OF FLORIDA COUNTY OF MIAMI-DADE hand(s) and seal(s) to be affixed hereto on this 'i day of 0=-tC"� Signature and Print I HEREBY CERTIFY that on this day personally appeared before me � 1�5%� who is personally known to me or has produced Poe It h9 io (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this Is- day of NOye n 2 My commission expires: Notary Public State - Flonda Louis Gabriel Machado TAT Expires 11 28/2022 279150 . r LELACK CONSTRUCTION 6574 N STATE RD 7 #220 infoONelacl:.com COC1514048 Coconut Creek, FL 33073 License and Insured 954-263-7120 October 91h, 2019 Proposal #07191189 JAMES R III STOBS &W CARIDAD 126 NE 109 ST MIAMI SHORES, FL 33161 7042 We are pleased to present this proposal to provide our contracting seAces for the below referenced project. Our services and fees will be as follows: SCOPE OF WORK: Window replacement WINDOWS AND DOOR • SUPPLY ALL I I (opening) PGT WINDOWS AND (1) IMPACT DOOR METAL DOOR (HOME DEPOT). • REMOVE AND REPLACE WITH HURRICANE RESISTENT (IMPACT). • WINDOWS AND HR7710 SERIES. • ALL LABOR AND MATERIAL FOR THE INSTALLATION TO BE INCLUDED. • DRYWALL REPAIR AND STUCCO TO BE INCLUDED FOR THE AREAS THAT OPENING DOES NOT CHANGE. • FOR THE AREAS THAT OPENING CHANGE SIZES, LELACK WILL SUPPLY ARCHITECTURAL DRAWINGS FOR PERMIT. • PERFORM THE REPAIR STRUCTUALLY FOR THE NEW OPENING. • WINDOWS TO BE WHITE, GREEN GLASS AND WRITE INTERLAYER FORBATHROOMS. • TWO WINDOWS OPENING TO BE BLOCKED WITH CMU BLOCK ANS STUCCO FSH OUTSIDE AND DRYWALL' IME. • ONE BATHROOM WINDOW TO BE BLOCKED. PAINT TO BE CHARGED SEPARATELY. OWNER'S SCOPE OF WORK: Surveying. Any required test, permit fees, concrete test, soil test, etc. • Water, toilet facilities. The total cost for the work described above will be S 17,500.00. Our estimated construction time is approximately 15 DAYS AFTER WINDOWS ARE DELIYM= AND PERMIT APPROVAL BY CITY. Our commitment is to provide full attention to your project during the construction. We will help to solve any construction problem with the knowledge and experience. That will include preparing the project to any structural inspection, meet the inspector. Any work not described above will be extra end will be charged at an hourly rate of $'.IS.00 for labor, Plus the material and 10% of the material for handling. This proposal is valid for 30 days. Not signed proposals are subject to review and revision for any material cost increase after 30 days of proposed date. Any material price increase (Concrete, Lumber, Stool, etc.) over 5% will cause a price adjustment by Lelack Construction. PAYMENT TERMS (Equal gavmentsl: • 501/6DOWN UPON SIGN THE AGREEMENT. • 25% AFTER MATERIAL BEEN DELIVERY TO THE PROPERTY. • 25% AT CO LETION. • Net I Day cecpt Invoicing n e loll & 25*. Payable on the 15`" and 301" of the month. DATE p We hope to work on your project soon. Thank you for choosing Lelack Construction 1 ce- cd a. 12ty N� 1 Oq �' S�ree-� I arn► 331 to I A c AN in Fo 3 y z I q X So /2 ItTED �c� 3 � 1 z"1 "f2 D E 2 0 2019 l03 x `� Sy x so l2 BY: S Sy x S-o ' /,L (o Sy X 36 'AL X 34b "/2 Miami Shores Village APPROVED BY DATE ZONING DEPT BEDG DEPT ;I NU[ (;T M COMM IANCF WITH ALL FEDFRAL J `; I A H /\":I) ('OI iN I Y Rl II FS AND nF(i"11 Ai,inNS S - y o X ?3 1fy) fo CA 0-e-4ak c1 cx m o�,ecleR q - 3-1 X so ► 44 . ....... . ......... . .. ... .. . .... Ox, Ex1S}In� %mpACA c1oof- nod f-ep\�cecj . ... ... . 80 X O Ex, S1 t,n�, �m ,c •:G1oUri �.� • 'P;e�tacccl 13 y xso '12 Iq Syxs�'/2 .... . ..... . ... . ...... . .... .... . . .... . v 5 MOVE WINDOWS, I.I.C. M and W windows Quote ShipTo: M AND W WINDOWS LLC Account#: A02762 20904 SHERIDAN STREET 012289-555 FT LAUDERDALE, FL 33332-2309 Phone# Fax# Last Modified Date: 11/10/2019 19:27:12 I�POMEEAGLE CONCRETE Job N' ame:STOBS 11.10.19 I Job Address: Quote # 5954032 Ship Date: lSales Person:Ben Hood Customer M & W WHOLESALE PRICING Account # NEW PGT PRICING AUGUST 2018 20904 Sheridan Street FT Lauderdale FI, FL 33332 Phone# Fax# Line # Item Description Quantity Line Pricing ' 0001 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Price Sell Price Ext Price (1.00) 12.00 — $1,049.00 $610.51 $1,221.02 IConfiguration: 74.X50.5,1/2" FL,W,G/G 5/16,CL,NO GRID,XO,EQUAL,SS PACKAGE, 181 6K-INSTALLED, DBL —� Location Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 50 1/2 Rough Masonry Opening: 74 3/4 X 50 1/2 Egress Opening: 33 1/16 X 43 1/2 SQFT 9.9638 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Glass Color: CL -CLEAR Privacy Glass: NONE -NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesign Pressure: 65.0000 PANumber: FL-242 Condensation Resistance: 14.0000 Sola rHeatGa inCoeff: 0.6100 VTCOG: 0.8800 Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 74.0000 Actual Size: 74 X 50 1/2 Wood Frame Opening: 73 1/4 X 49 3/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 2.0000 CARM 18-0627.01 NegativeDesig nPressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6900 0002 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Price I Sell Price Ext Price (2.00) 1.00 w $6�3y0Q�-1 $385.88 - $385.86� Configuration: 37.X38.5,1/2" FL,W,G/G 5/16,CL,W ILYR,NO GRID,XO,EQUAL,SS PACl{AGE,18ZK6-IN;T�LI:EC;S¢L: •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Location: Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: IT Height: 38 1/2 Rough Masonry Opening: 37 3/4 X 38 112 Egress Opening: 14 9/16 X 31 1/2 SQFT 3.1704 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Glass Color: CL -CLEAR Privacy Glass: WH - WHITE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 1.0000 CAR#: 18-0627.01 NegativeDesign Pressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6900 Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 37.0000 Actual Size: 37 X 38 1/2 Wood Frame Opening: 36 1/4 X 37 3/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Privacy Glass Location: UNIT Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesign Pressu re: 65.0000 PANumber: FL-242 Condensation Resistance: 14.0000 SolarHeatGainCoeff: 0.6100 VTCOG: 0.8800 0003 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: I Llst Price Sell Price Ext Price F(3.00) _ _- 1.00 _ - 1 i $1,202.00 $699.56 $699.56 Configuration: 63.75X63.,1/2" FL,W,G/G 5/16,CL,NO GRID,XO,EQUAL,SS PACKAGE, 1816K-INSTALLED,DBL I Location Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 63.0000 Rough Masonry Opening: 64 1/2 X 63 Egress Opening: 27 15/16 X 56 SQFT 10.8371 Glass Family: LM - Laminated Interayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Glass Color: CL -CLEAR Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesignPressure: 65.0000 PANumber: FL-242 Condensation Resistance: 14.0000 Sola rHeatGainCoeff: 0.6100 VTCOG: 0.8800 Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 63 3/4 Actual Size: 63 3/4 X 63 Wood Frame Opening: 63 X 62 1/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 2.0000 CAR#: 18-0627.01 N egative Desig n Pressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6900 LrHR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: Lisp t Price Sell Price Ext Price 1(4.00) _ 1.00 1 $1,202.00 $699.56 $699.56 Configuration: 63.75X63.,1/2" FL,W,G/G 5/16,CL,NO GRID,OX,EQUAL,SS PACKAGE, 1816K'INSTALLED,DBL --�-- •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Location: Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 63.0000 Rough Masonry Opening: 64 1/2 X 63 Egress Opening: 27 15/16 X 56 SQFT 10.8371 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5116" LAMI (1/8AN - .090 PVB- 1/8 AN) Glass Color: CL - CLEAR Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesignPressu re: 65.0000 PANumber: FL-242 Condensation Resistance: 14.0000 SolarHeatGa inCoeff. 0.6100 VTCOG: 0.88b0 'Notes: 0005 MULL MULL BARS Ordered: (5.00) - J 1.00 Configuration: ,65.,W,.5FLANGE,MULL/CLPS,l X 2.750 X .375,2 Product Family Series: 7700A NOA Selection: 17-0630.01 Frame Type:.5FLANGE Mull Clip Qty: 2.0000 Size Selection: CUSTOM Frame Color: W -White Location Notes: NOA Selection: 18-0627.01 Unit Configuration: OX Size Selection: CUSTOM Width: 63 3/4 Actual Size: 63 3/4 X 63 Wood Frame Opening: 63 X 62 1/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 2.0000 CARM 18-0627.01 NegativeDesignPressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6900 List Price I Sell Price I Ext Price $112.60 $69.12 $69.12 1 Certification Type: MIAMI i Part Selection: MULUCLPS - Mull & Clips set Mull Bar Type: 1X2.750X0.375 Mull Clip Type: STDCLP/STDCLP Length: 65.0000 Boxing Options: N -None .0006 HR7710A HORIZONTAL ROLLER SERIES 7710A Ext Price List Price Sell Price 1 1 Ordered: (6.00) 1 13.00 $840.00 $488.88 $1,466.64 i Configuration: 54.X50.5,1/2" FL,W,G/G 5/16,CL,NO GRID,XO,EQUAL,SS PACKAGE, 1 816K-INSTALLED,DBL Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 50 1/2 Rough Masonry Opening: 54 314 X 50 1/2 Egress Opening: 23 1/16 X 43 1/2 SQFT 6.9452 Glass Family: LM - Laminated Interayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB-1/8 AN) Glass Color: CL -CLEAR Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N -None PositiveDesignPressure: 65.0000 PANumber: FL-242 Condensation Resistance: 14.0000 Sola rHeatGainCoeff: 0.6100 VTCOG: 0.8800 NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 54.0000 Actual Size: 54 X 50 1/2 Wood Frame Opening: 53 1/4 X 49 3/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 2.0000 CARM 18-0627.01 NegativeDesignPressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6900 Location: I Notes: .. . • • • • • • • • • • •• • • • • ••• • 0007 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Pnce II Ext Price (7.00) _ '� 1.00 $776.00 $451.63 $451.63 • ••• ••• ••• ••• • • • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Configuration: 54.X38.5,1/2" FL,W,G/G 5/16,CL,NO GRID,XO,EQUAL,SS PACKAGE, 1 816K-INSTALLED,SGL Certification Type: MIAMI Frame Type:.SFLANGE I Vent Configuration: EQUAL Lj tc Size Ref: TTT a Height: 381/2 Rough Masonry Opening: 54 3/4 X 38 1/2 Egress Opening: 23 1/16 X 31 1/2 SQFT 5.0278 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) I Glass Color: CL - CLEAR Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N - None PositiveDesignPressure: 65.0000 PANumber: FL-242 CondensationResistance: 14.0000 SolarHeatGainCoeff: 0.6100 VTCOG: 0.8800 Location: Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 54.0000 Actual Size: 54 X 38 1/2 Wood Frame Opening: 53 1/4 X 37 3/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 1.0000 CARM 18-0627.01 NegativeDesignPressure: 65.0000 EnergyStar: NONE IUF: 1.0600 VT: 0.6900 0008 SH7700A SINGLE HUNG SERIES 7700A Ordered: List Price Sell Price 1 Ext Price 1 (8.00) 11.00 $349.00 $206.50 $206.50 Configuration: 19.X38.5X.,STD,1/2" FL,W,EQUAL,G/G 5/16,CL,NO GRID,SS PACKAGE,SGL,SWEEP,1816K-INSTALLED,LSILL Certification Type: MIAMI NOA Selection: 18-0430.06 i Frame Type:.5FLANGE Vent Configuration: EQUAL Window Style: STD ' Size Selection: CUSTOM 1< Size Ref: TTT I Width: 19.0000 Height: 38 1/2 Actual Size: 19 X 38 1/2 Rough Masonry: 19 3/4 X 38 1/2 Wood Frame Opening: 18 1/4 X 37 3/4 Egress Opening: 13 15/16 X 13 1/16 (1.2549 Frame Color: W -White _ SQFT) Interlayer Type: PVB090 ? Glass Family: LM - Laminated Glass: 5/16" LAMI (1MAN - .090 PVB- 1/8 AN) B Glass Makeup: LMA209A2 Glass Color: CL - CLEAR Does unit need to meet Turtle Code: NO Privacy Glass: NONE -NONE Low E: NONE Screen Type: 1816K - 1816 Charcoal Grid Type: NONE - NO Grid I WOCD: N K 19 ply Vent Latch: N Lmtd Sash Stop: N Hi -Rise Sill: N Lock Type: SWEEP - Sweep Latch Stainless Steel Package: Y Boxing Options: N - None Lock Quantity: 1.0000 CARM 18-0430.06 Vent Ht: 19.7140 NegativeDesignPressure: 80.0000 PositiveDesignPressure: 65.0000 EnergyStar: NONE PANumber: FL-239 UF: 1.0400 Condensation Resistance: 14.0000 VT: 0.7100 SolarHeatGainCoeff: 0.6200 VTCOG: 0.8800 Location: Notes: 0009 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Price Sell Price Ext Price (9.00) 11.00 $608.00 $353.86 $353.86 Configuration: 37.X50.5,1/2" FL,W,G/G 5/16,CL,NO GRID,XO,EQUAL,SS PACKAGE,1816K-INSTALLED,DBL •• ••• • • • • • •• • •• • • • • ••• • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • M a- _ ar .1 Location: Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT Height: 50 1/2 Rough Masonry Opening: 37 3/4 X 50 1/2 Egress Opening: 14 9/16 X 43 1/2 SQFT 4.3794 Glass Family: LM - Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1MAN - .090 PVB-1/8 AN) Glass Color: CL - CLEAR Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N -None PositiveDesignPressure: 65.0000 j PANumber: FL-242 i Condensation Resistance: 14.0000 i SolarHeatGainCoeff: 0.6100 VTCOG: 0.8800 Notes: NOA Selection: 18-0627.01 - Unit Configuration: XO Size Selection: CUSTOM Width: 37.0000 Actual Size: 37 X 50 1/2 Wood Frame Opening: 36 1/4 X 49 3/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 2.0000 CARM 18-0627.01 NegativeDesig nPressure: 65.0000 EnergyStar: NONE UF: 1.0600 VT: 0.6900 0010 HR7710A HORIZONTAL ROLLER SERIES 7710A Ordered: List Price ^Sell Price (10.00) _ 11.00 $1,270.00 1 - $739.14 Configuration: 74.X62.5,1/2" FL,W,G/G 5/16,CL,NO GRID,XO,EQUAL,SS PACKAGE, 1 816K-INSTALLED,DBL Certification Type: MIAMI Frame Type:.5FLANGE Vent Configuration: EQUAL Size Ref: TTT i Height: 62 1/2 1 Rough Masonry Opening: 74 3/4 X 62 1/2 Egress Opening: 33 1/16 X 55 1/2 SQFT 12.7144 i Glass Family: LM - Laminated Interayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Glass Color: CL -CLEAR Privacy Glass: NONE - NONE Screen Type: 1816K - 1816 Charcoal Window Opening Control Device: N Stainless Steel Package: Y Boxing Options: N -None PositiveDesignPressure: 63.3000 PANumber: FL-242 Condensation Resistance: 14.0000 SolarHeatGainCoeff: 0.6100 VTCOG: 0.8800 Location: Products Ordered HR7710A MULL SH7700A TOTAL LIST AMOUNT: Total Quantity 11 Notes: NOA Selection: 18-0627.01 Unit Configuration: XO Size Selection: CUSTOM Width: 74.0000 Actual Size: 74 X 62 1/2 Wood Frame Opening: 73 1/4 X 61 3/4 Frame Color: W -White Glass Type: 5/16" Glass Makeup: LMA209A2 Does unit need to meet Turtle Code: NO Low E: NONE Grid Type: NONE - NO Grid Vent Latch: N Heavy Duty Meeting Rail: N Lock Quantity: 2.0000 ' CARM 18-0627.01 NegativeDesig nPressure: 63.3000 EnergyStar: NONE i UF: 1.0600 VT: 0.6900 Ext Price $739.14 $10800.60 00 000 • • • • • • • .. •- . J .-.--•- • AI. TOTAL SALE n go �.'; ;•;$8,292.89 {TOTAL CUSTOMER $440.50 'TAX: so ••• ... ... •$6,7,.39 NET SALE Alllauw . : • • . . . . .. . . .. . • ... . . . . ... . . . • . • . . . • . • . Leo: . . . .. .. ••• • • • ••• • 0 50% at time of order. "Please be advised, all orders need to be cancelled or changed within 24 hours of being placed to avoid a 70% charge." NUMBER OR QUOTE NUMBER WHEN MAKING INQUIRIES OR SERVICE REQUESTS VERY IMPORTANT READ BEFORE SIGNING Line Items are all correct and ready to order _ Signature FAX # 954416-6144 .. ... . . . . . .. . .. . . . . ... . . . . .. .... .. . . . .. . 06: 0:0 •o: 0:0 . . . . . . . . . . . . . . . . . . . . . . . .. .... . . . . .. .. .�. b.a -;� "' `�'3 � p"�� G r..; C � +S^ar \ ri S'�� ^� 5 � � I M •--t a BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links ( Search b'r Product Approval taw�p� yrrss USER: Public User [rr�evu••am Product AQQrpval Menu > Product or AQolicatlon Search > gQolicatlon List > Application Detail FL * FL22513-112 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived L Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • Product Approval Method : Method 1 Optipn A • • • • • • % % • • • • • • • • • • • • Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval •: • ; ; ; ; •; • https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtdytNblep 49QE@wOWDnH�� f4ffe96AGs%2fx%2fSZXm2igg%3d%3d 1/3 1 /21 /2020 1 Florida Building Code Online Date Approved 04/24/2018 Summary of Products FL # I Model, Number or Name Description 22513.1 I Door Unit Wood-edge Steel Side -Hinged 16'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When Impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Certification Agency Certificate FL22513 R2 C CAC NI013747.01-Rl.p!df Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0212,pdf Verified By: National Accreditation & Management Institute Created by Independent Third Parry: Evaluation Reports FL22513 R2 AE 514008.pdf Created by Independent Third Party: Yes 22513.2 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pd Building Code, Including the High Velocity Hurricane Zone, and Verifled By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Parry: pressures listed. Y-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R2 AE 514009.122f required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.pff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.p�1f Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pof on opaque panels, but is required on glazed sidelites. See Created by Independent Third Parry: Yes DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Parry: Yes DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door 8'•0'1*3/4-L/te4Glazed I/S or O/S Single or Double Door w/ or Unit • • WOCidolitos ;•; • Limits of Use ' • ' • Cerllficalion'Ag'entj Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.05—adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No • • • 0630/2(m •; • • Design Pressure: +40/-40 • . . Installaan Instructions Other: Evaluated for use in locations adhering to t* jorQia. FL2251S R2'II FL0217.*f Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. F12A51,3 1 2,,AE•514007.pjff See DWG-MA-FL0217 for details. : : (xe4tj by ande jendejt Third Party: Yes 22513.6 I Wood -edge Steel Side -Hinged Oeor 1 6'•8" Olpagee f/S*or 0/3 Single Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d 2/3 1 /21 /2020 Florida Building Code Online Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R2 AE 514010.pdf required. See DWG-MA-FLO211 for details. Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Unit Sidelites Limits of Use Certification Agency Certiflcate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.Qd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R2 AE 514008.p-df on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.03-111.12d Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214,pdf Building Code, Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.pif See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Qgyl(ght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florlda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem. Product Approval Accepts: ®� � m Credit Card Safe .. ... . . a . . .*a a .. . . . . ... . a . a . a .. ... .. . .... . ... ...... ... . ... . . . . . .. .... .... .... .... ....... . . ..... . ... . ...... . .... .... . . .... . https://www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3°/a2f4ffe95AGs°/a2fx%2fSZXm2lgga/o3d%3d 3/3 WiNg0w-.*6 MIAMaDIADE 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.gov/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 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 Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job: site at the request of the Building Official. This NOA consists of this page 1 and evidence pages EJ and%2?as* vtelj a: a?psdtlal document mentioned .. . . . . ... . above. ; • The submitted documentation was reviewed by Manuef Per41,*P.lK • • • • • • • • : : NOA No. 18-0430.06 MIAMI-DADE COUNTY • • • • Expiration Date: August 23, 2023 8 f %�O��g Approval Date: August 23, 2018 ..• . • ••ti Pagel • •• •• • • • •• O• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 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 per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th 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). .. ..... . . . .. . ......... . • ••• •• ••• X#nugl pleCZ . P.ebduct rouQr VExafiner • ' N©A 11o0.06 • 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 manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. .. ... . . . . . .. . ......... . • • • • • • ... ... Vpnuel er .E. )abductjCoifrjl E a er .. • N4t1 �104 18- 30.06 E*iratfon Date: August 23, 2023 Approval Date: August 23, 2018 . . . . . . . . . . . .. .. . . . .. .. ... . . SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WAND -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. KS] PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 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 SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 114" 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 El300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NQA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4 WIDTH 4 WIDTH I � 4 WIDTH �- S �/ S2 S2 1� RECTANGULAR WITH EQUAL LITE SASH y2 RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. A17-13/16' MAX. O.C./ /?�5 '�AX. 17-3/4'MAX. 17-3/4' (17- BUCK) - MAX. 9-1/2" MAX. B. B, SEE O C. (9' MAX. BUCK) SHEETS 8 a 9 A. SEE SHEETS 8 a 9 EQUALLY SPACED I / ANCHORS PER TABLES e a 7 17-31. O.C. 84. MAX. TIP 12.1/16' MAX. O.C. TO X i j TIP EQUALLY SHEIGHTED HEIGHT ANCHORS PER I 13-5116" MAX. O.C. TABLES 6 & 7 y 9-1rr MAX. (9" MAX. BUCK) t A 1 B NO ANCHORS AT SILL -+-I 53-118" MAX. TIP TO TIP WIDTH` 1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Elated from Exterior to Interior) Table ti 1 1/8"AN, .090' PVB, 1/8" AN 2 2 13/16' Lt.: Mr AN CAP, AIRSPACE, 1/8" AN, .09D' PVB, 1/8" AN 2 3 13/16" UG: 1/8" TP CAP, AIRSPACE, i/8' AN, .090' PVB, 1/8" AN 3 4 1/8" HS, .OW PVB, 1/8" HS 4 5 3116" AN, .090" PVB, 3116" AN 4 6 13116' LIG: 3116' AN CAP, AIRSPACE, 1/8" AN, .D90" PVB, 1/8" AN 4 7 13/16' UG: 3/16" TP CAP, AIRSPACE, 118" AN, .090' PVB, 1/8" AN 4 8 3116" AN, .W SG, 3116" AN 5 9 3116" HS, .090" SG, 3/16" HS 5 10 13/16" UG: 11W AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/9' HIS 5 11 1Y16" UG' 1/8" AN CAP, AIRSPACE, 3116" AN, Off SG, 3/16' AN 5 12 13/16" Lt.: 1/8" TP CAP, AIRSPACE, 118" HS, .090' SG, 1/0" HS 5 13 13116" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090' SG, 3/18" AN 5 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .09(r SG, 1/8' HS 5 15 13116" LIG: 3/16' TP CAP, AIRSPACE, 11W HS, .090' SG, 1/8" HS 1 5 CODES/STANDARDS USED: *2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -ASTM E1300-D9 •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOD-12 OAISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT 52-1A1' MAX. BUCK WIDTH • • • �� !• • 5" MAX. O.C. 4-11/16" MAX. D, SEE •••••• SHEET 10 • C, SEE SHEET 10 • • • • i i� • • O u8s3!•••a• B&U4 • • X i HEIGHT • — • • 5" MAX. OC. I IT 4-11/16' MAX. -� -1' WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGA30X). SG= KURARAY SENTRYGLAS• INTERLAYER BY KURARAY AMERICA, INC. PVB - KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP=TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS........................................................ 1 DESIGN PRESSURES / GLAZING DETAILS........ 24 ANCHOR QUANTITIES .......................................... 5-6 INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG.................................8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES ......................................... 10 ASSEMBLY & PARTS LIST ... ........... ....... 11 LYlVN * ; No. 58705 o1 10 818, 41j-TE OF 10NA1 '/1A11111111\\\ '.. A LYNN MILLER, P.E. P.E.8 587D5 Baton, Sash Dmcnption br C' �� sash Mel" Range f.) Pressure (Mae) for Glass Types 1 8 2 Tip to Tip Wgth 18 1 26' 33" 37' 1 41- 45" 4T 53-1/8' 24• Epstaite 12A64 +6.5-0 80.0 +65.0 -60.o -650 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.D 80.0 +55.0 -Wo Equal4ite 15,964 +65.0 -80.0 +65.0 40.0 +65.0 80.0 +65.0 -80.0 +65.0 -50.0 +65.0 -80.0 +66.0 -00.0 +65.0 -80.0 31" Standard PrNew 12.994 - 15.963 +65.0 -WO +65.0 -80.0 +65.0 .80.0 +65.0 80 0 +65.0 -80.0 +65.0 80.0 +65.0 -00.0 +65.0 -WO Shortest 12.464 - 12993 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 EquaNde 19.652 +65.0 -800 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -Wo +65.0 .80.0 +66.0 80.0 Standard Prouew 15.944 - 19,651 +W.0 -80.0 +65.0 .860 +65.0 .80.0 +65.0 -81).0 +65.0 40.0 +65.0 -80.0 +MO 80.0 +55.0 -80.0 313.3I8" Custom Size 15.131 -16943 +65-0 -80.0 +65.0 8D.0 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +05.0 -W.0 Custom Size 14,131 - 1513D +66.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1 +65.0 80.0 +55.0 WO +65.0 -80.0 Shortest 12.464 -14. 130 +65.0 80.0 +65.0 80.0 +65.0 -au +65 0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 EWmi4ft 2ZW4 +65.0 80.0 +65.0 .80.0 +65.0 -Wit +65.0 -0D.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 21131 - 22953 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 8D.0 +65.0 80.0 +65.0 400 +65.0 -80.0 +65.0 -80.0 Standrd Prvuew 18.594 - 20.130 +65.0 -80.0 +65.D 80.0 +65.0 -00.0 +85.0 -00.0 +65.0 -80.0 +65.0 40.0 +65.0 80.0 +65.0 40.0 4T Custom Size 16.131 -18593 +65.0 40.0 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Custom Size 15.131-16.130 +65.0 80.0 -65.0 -80.0 +65.0 -50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 80.0 +66.0 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -00.0 +65.0 -80.0 Shortest 12AU - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -W 0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -30.0 Egdalte 24,964 +65.0 -80.0 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -00.0 +65.0 40.0 Custom Size 22.131 - 24.953 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -00.0 +66.0 80.0 +65.0 80.0 Standard Prowcw 20.194 - 22130 +05.0 -80.0 +65.0 80.0 +65.0 .60.0 +55.0 -80.0 +65.0 80.0 +65.0 -WO +65.0 -W.0 +65.0 40.0 47 Custom Size 18-131-20.193 +65.0 -W-0 +6&0 -80.0 +66.0 40.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +950 80.0 Custom Size 16.131 - 1613D +65.0 80.0 +e5.0 80.0 +65.0 ao.o +65.0 80.0 +65 0 80.0 +65.0 -00.0 +65.0 -80.0 +66.0 -80.0 Custom Size 14A31 - 16.130 +65.0 80.0 +65.0 80.0 +65.0 -00.0 +65.0 -80.o +850 -80.0 +65.0 80.0 +65.0 -80.0 +W 0 -77.6 Shotest 12.464-14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -W,O +65.0 -00.0 +65.0 -75.1 EquW4ite 25.777 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W-0 +6&0 -80.0 +65.0 80.0 +85.0 -00.0 +55.0 40.0 Custom Sae 24.131 - 25.776 +65.0 -80.0 +85.0 -00.0 +65.0 40.0 +65.0 -80.0 +650 80.0 +65.0 80.0 +65.0 -00.0 +65.0 40.0 G StmWrd Pr 20.844 - 24.130 +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 80.0 +65.0 -80.0 9 Custom Size 20.131 - 20.843 +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 40.0 Custom Size 18.131 - 20.130 +65.0 80.0 +650 -80,0 +%.0 80.0 +66.0 40.0 +65.0 -Wl) +86.0 -80.0 -65.0 40.0 +65.0 40.0 Custom Size 18.131 - 18.130 +65.0 -80.0 +65.0 -W 0 +66.0 80.0 +66.0 -80.0 +65.0 80.0 +65.0 -8D.0 +65.0 80.0 +65.0 -77.6 Custom Size 14.131 - 16.13D +65.0 80.0 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.1 Shortest 12464-14.130 +65.0 -W-0 +65.0 -80.0 +65.0 MD +65.0 -W.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 -73.9 EWWite 31.9$4 +65.0 80.0 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 8a0 +65.0 -80.0 +65.0 -80.0 Custom Size 28.131 - 31.9W +86.0 -80.0 +55 0 -80.0 +55.0 -80.0 +66.0 80.0 +55.0 80.0 +65.0 80.0 +65.0 80.0 *65.0 -77.8 Stard.d Pmwew 25.794 - 28.130 +65.0 -80.0 +65.0 -BD.O +55.0 -00.0 +65.0 -80.0 +85.0 -80.0 +65.0 80.0 +85.D -80.0 +W-0 -739 Custom Size 24.131 - 25.793 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +66.0 -80.0 +65.0 -727 63' Custom Size 22.131 - 24.130 +65.0 80.0 +65.0J.'00." +6&0 80.0 +65.0 -W.0 +55.0 -80.0 +65.0 80.0 +65.0 -78.5 +65.0 -70.5 Custom Size 20.131 - 22130 +65.0 80.0 +65.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77A +65.0 MA Custom Size 18.131-20.130 +65.0 80.0 +W.0 +66.0 -80.0 +85.0 80.0 +65.0 -80.0 +65.0 -80.0 +85.0 .75.4 +65.0 -66.5 Custom Size %131 - 18.130 +65.0 -80.0 +65.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +65.0 -73.8 +64.7 44.7 Shortest 13. 194'-16.130 +65.0 40.0 +65.0 +65.0 -MO +65.0 -8D.0 +65.0 -75.9 +65.0 -71.8 +65.0 .68.2 +623 423 EgaFlile 38.464 .65.0 -80.0 +65.0 +65.0 80.0 +85.0 -00.0 +65,0 -00.0 H65.0 80.0 +65.0 40.0 +65.0 -73.9 Custom Size 36.131 - 38463 +65.0 -10.0 +65.0 1 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +e6.0 80.0 +65.0 -79.8 +65.0 -71.6 Custom Size 34A31 -36A30 +65-0 80.0 +65.0 - 0.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.9 +65.0 49.4 76" Standard Pro4ew 30.994 - 34.130 +65.0 80.0 +85.0 80-0 +65.0 -80.0 +65.0 W.0 +65.0 80.0 ♦66.0 80.0 +65.0 -75.4 +55.0 465 Custom Size 30.131 - 30.993 +65.0 80.0 +MO 80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.9 +65.0 .74.6 +65.0 -0 6 Custom Size 2B.131- 30.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 8D.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 -63.8 Showiest 26.194"-28.130 +65.0 80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -00.o +65.0 -75.9 +65.0 -71.8 +65.0 48.2 +623 42.3 Eosl48e 42464 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.1 +65.0 80.0 +86.0 40.0 +66.0 -77.9 +65.0 49.4 84" Gaston Size 38.131 - 42.463 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -00.0 +B5.0 -80.0 +65.0 -78.9 +66.0 -74.6 +6&0 45.6 Standard Praiew 34.194• - 38.130 *66.0 80.0 +85.0 80.0 +65.0 -00.0 *65.0 80.0 +65.0 -75.9 +85.0 -71.8 +65.0 48.2 +62.3 82.3 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 -48SW 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4� WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • • 5M6" NOM. • • • GLASS STACK • • 4 118"AN GLASS •••••• .090" PVB • 118'AIN GLASS 000040 30 •••• 26 � • 12'NOM. •••• EXTERIOR GLASS BITE • • • • • • • • 75 •••••• 34 GLASS TYPE 1 • GLASS STACK GLASS 090' PVB AIRSPACE 118" AN GLASS AN GLASS 5@OR EXTERIO®OR XGL=SS GLASS TYPE 2 AN=ANNEALED TP-TEMPERED HS= HEAT STRENGTHENED Bottom Sash Derdnptron for Gien Range Sash Height Range (in) Design Pressure (lbsffe) for Glass Types 7 & 2 Tip to Tip Width 18" 2S 33" 37' 41" 45" 49" 53.1/3' 24- Egisl4Me 12,464 +65.0 _sao +65.0 m a -65 0 .ao.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal-lite 15,964 +65.0 -Wo +6ED .80.0 +65.0 -80.0 +66.0 -60.0 +6.5.0 -W.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 31" Stend•d Pro4ew 12.994-15.963 +65o -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12464 -12993 +65.0 -W 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 a0 0 +65.0 -80.0 +65.0 -w o +66.0 -w o EWaHMe 19.662 +S&O -soo +65.0 -80.0 +66.0 -80.0 +65.0 _Wo +65.0 -no +660 -80.0 +65.0 -80.0 +66.0 -80.0 Stallard Prwiaw 15.944-19651 +65.0 -800 +65.0 -80.0 +MO -00.0 +65.0 -W0 +660 -90.0 +BS.O -WO +65.D -810 +65.0 -w.0 38-31W Custom Size 15.131-15.943 +66.0 -00.0 +W.0 Mo +S&O -W.0 +65.0 -80.0 +65.0 4ML0 +85.0 -80.0 +65.0 43D.0 +65.0 -00.0 Oistorn Size 14.131 -15.130 +66.0 -80.0 +65.0 -80.0 +65.0 4X1.0 +65.0 4f0.0 +65.0 -80.0 +66.0 .80.0 +65.0 A0.0 +66.0 -80.0 Shortest 12464-14.130 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +66.0 -80.0 Equal-IMe 22964 +65.0 -80.0 +65.0 -WO +65.0 -80.0 +4160 4D.0 +65.0 80.0 +65A -WO +65.0 -80.0 +65.0 -80.0 Canton Size 20.131 - 22.953 +65.0 -80.0 +65.0 410.0 +65.0 440.0 +S&O -90.0 +66.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 Starch lPnafew 18.594 - 20.130 +65.0 410.0 +65.0 -ao.0 +65.0 40.0 +65.0 410.0 +65.0 -80.0 +65.0 440.0 +6&0 -90.0 +66.0 -80.0 48 Custan Size 16.131 -1&593 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -9D.0 +66.0 -OD.0 Custom Size 15.131-16.130 +6&0 -80.0 +6&0 -80.0 +65.0 -00.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 Custan Size 14.131 - 15.130 +65.0 -80.0 +65.0 -00.0 +65.0 -W.0 +65.0 -80.0 +65.0 -83.0 +85.0 -80.0 +6&0 -80.0 +65.0 -60.0 Shortest 12484 - 14.130 +65.0 -W.0 +65.0 -80.0 +65.0 -MO +65.0 49).0 +65.0 -80.0 +65.0 -W 0 +65.0 -W 0 +55.0 -So 0 Equal-Ilte 24.964 +65.0 -80.0 +65.D -80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 40.0 Custom Size 22.131 - 24.963 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -810 +W.0 -30.0 Standad Prowew 20.194 - 22.130 +65.0 -W.0 +65.0 -80.0 +65.0 4X1.0 +65.0 -80o +65.0 410.0 +86.0 -80.0 +65,0 -80.0 +56.0 -80.0 49' Cu9mSize 1&131-20.193 +65.0 -80.0 +6&0 d0.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +86.0 -wo +66.0 -80.0 Custom Size 16.131-18.130 +66.0 4f0.0 +6&0 41D.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +86.0 -80.0 CuMao Size 14,131 - 16.130 +65.0 -00.0 +65.0 410o +65.0 -80.0 +65.0 -80.0 +S&O 4f0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -T7.6 Shortest 12.464-MAW +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +66.0 -W.0 +6&0 .80.0 +65.0 -80.0 +65.0 480.0 +65.0 -75.1 Equol4Me 25.777 +65.0 -80.0 +6&0 -W.0 +55.0 -00.0 +65.0 -80.0 +6&0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 Custom Size 24.131 - 25.776 +W.0 410.0 +65.0 .80.0 +65.0 -80 0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W 0 +65.0 -10.0 +- SW dad Piv4ew 2.0.844 - 24,130 +65.0 -80.0 +65.0 1 -M.0 1 +6&0 .80.0 +65.0 -W.0 +65.0 W.0 +65.0 -W.0 +65.0 410.0 +6&0 -w o Qawrn Size 20.131 - 20843 +65.0 -90.0 +662 430.0 +65.0 -W D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Fn 50-SIB' Cut- Size 18.131-20.130 +66.0 -80.0 +65.D 410.0 +6&0 A0.0 +65.0 1 -90.0 1 +65.0 -80.0 +85.0 -W.0 +65.0 -M.0 +e5o -So0 Custom Size 18.131 - 18.130 +W.0 -80.0 +W5 D -00.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +55.0 -77.6 Cullom Size 14.131-16.130 +66.0 200 +65.0 -Wo +65.0 -80.0 +85.0 -W+O +65.0 481.0 +65.0 -W.0 +65.0 -80.0 +55.0 -75.1 Shortest 12.464-14.130 +65.0 -80.0 +65.0 430.0 +15.0 W0 +65.0 -80.0 +65-0 -80.0 +66.0 -WO +65.0 -8D.0 +65.0 -13.9 Equal-IMe 31.964 +66.0 -80.0 +65.0 -80.0 +95.0 40.0 +66.0 -90.0 +55.0 -8D.0 +66.0 -80.0 +65.0 -00.0 +65.0 -80.0 Custom Size 28.131-31.963 +65.D -80.0 +65.0 -80.0 +65.0 410.0 +66.0 -80.0 +66.D -WO +66.0 -80.0 +65.0 -80.0 +65.0 -77.6 Standard Pm-Aw 25.794 - 2& 130 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 440.0 +65.0 -80.0 +65.0 -W.0 +65.0 -73.9 Cullom Size +65.0 110.0 +65.0 -80.0 +65.0 -WO +65.0 4f0.0 +65.0 -80.0 +65.0 -W.0 +65.0 410.0 +65.0 -727 63' Custan Size 24. 130 +65.0 -W.0 +68.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +66.0 -78.8 +65.0 -70.5 Q•tam Size 22130 +65.0 -80.0 +65.0 41D.0 +W.0 4f0.0 +65.0 410.0 +65.0 -00o +65.0 -60.0 +65.0 -77.1 +65.0 -68.4 Custom Sae 20.130 +65.0 -80.0 +66.0 410.0 +65.0 4f0.0 +65.0 -80.0 +66.0 -90.0 +66.0 -8o0 +65.0 -75.4 +65.0 -W.5 Custarn sae F1325.793 16.130 +65-0 4100 +85.0 4XI.0 +65.0 4)11.0 *65.0 -00.0 +65.0 410.0 «65.0 -77.1 +65.0 -73.8 +64.7 �4.7 Shortest 16.130 +85.0 480.0 +85.0 410.0 +66.0 �0.0 +65.0 430.0 *85.0 -75.9 +85.0 -71.8 +65.0 4i8.2 +82.3 -623 EgLaW to64 +65.0 -60.0 4W.0 -BOA +65.0 410.0 +65.0 -80.0 +65.0 4W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 Custom Size 3&463 +65.0 4W.0 +65.0 -80.0 +85.0 -80.0 +65.0 410.0 +65.0 -80.0 +6&0 -80.0 +65.0 -79.8 +65.0 -71.8 Custom Size 34.131 - 36.130 +65.0 1 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -W.0 +65.0 Wo +65.0 -80.0 +65.0 -77.9 +65.0 49.4 76' Standard Prvdew 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +66.0 -75.4 +65.0 -K5 Custom Size 30.131 -3OM +65,0 -W.0 +65.0 -00.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -78.9 +6&0 -74.6 +65.0 -66.6 Custom Sae 28.131 - 30.130 +65.0 -80.0 +65.0 80.0 +65.0 -e(L0 +85.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 4i3.8 Shotest 26.194' - 28.130 +65.0 -W 0 +65.0 -0Wo +65.0 40.0 +65.0 410.0 +65.0 -75.9 +65.0 -71.8 +65.0 .68.2 +62.3 -82.3 EWe14Me 42.464 +65.0 ;0 +65.0 430.0 +85.0 -60.0 +85.0 410.0 +65.0 4f0.0 «g5.0 �((I.0 +65.0 -77.9 +65.0 -WA 84" Custom Sas W.131-42AW +65.0 4H1.0 +6&0 -80.0+65.0 +55.0 -800 +6&0 -78.9 +65.0 -74.6 +65.0 -868 Standad Proriew 34AW-38.130 +65.0 -W.0 +65.0 -W.0 +85.0 .80.0 +85.0 4)0.0 +85.0 -75.9 +65.D -71.8 +65.0 -68.2 +62.3 .2.3 • 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.SW MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.806 511(" NOM. • • • • GLASS STACK 1 /8- AN GLASS • 00 .090"PVB •••••• 1/8"AN GLASS • 30 26 -A •••• 12' NON. GLASS BITE • • 0009 EXTERIOR • • • • • • a • •• •• 75 34 GLASS TYPE 1 • • NOM. I GLASS STACK GLAS 090' PVB AIRSPACE VII' AN GLASS 1/8' AN GLASS 1 GLASS TYPE 2 v>>% • J•••• W O 3 'Ala of y cs U) ��r&fur Ur N z a/oD y j a J N Z Z G Z u- tO o = Or U w d o Ugo .0,0 uN LU O 9 F Z Z Z D = N ® N LU J Z O J f Z m o O J G. (/7 Q O aH�i -saps ,ns FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE OW 2) FOR SIZES NOT UP TO THE AVAILABLE SIZE. AN= ANNEALED 11I) TIP TO TIP DIMENSIONS 43) FOR ) WINDOWS RADIUS TOPITH WINHE DOWS. S. OPTION ARE LESLIMITTTO WINDOW IZIMAXIMUM THE TABLE POSITIVE ABOVE WHICH THE DESIGN PRESSURE RADIUS OF TOP N WINDOW WILL DESIGN COMPLETELY FIT WITHIN NAFFECTED. D Ste. TP= TEMMPERE STRENGTHENED I '/7j MILLS HS= HEAT 1� A LY .E MILLER, P.E P.E.N 58705 TABLE 3: Bottom Sash br sash Hesot Rarye (M) n I Design Pressure (Ibwfor Glass Type 3 To to To WkIth 18 25 33- 1 37" 41" 45' 49' 1 53-1l8" 24" Eqi elJ6e 12.464 +65.0 80.0 +65.0 -80.0 1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80A EW914d. 15964 +65.0 80.0 +65.0 80.0 +65.0 80.0 +6&0 80.0 +65.0 -80.0 +55.0 80.0 +65.0 080.031" StarWd Pmiew 12.994-15.963 +65.0 80.0 +65.0 80.0 +65,D 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +66.0 0 80.0 shortest 12A64 - 12- +61.1 -W 0 +650 -W-0 +ftD 800 +660 800 +65.0 80.0 +66.0 80.0 +65.0 t-ffi.01+65,00 0 80.o Equal-lite 19.652 +85.0 80.0 +650 -80.0 +65.0 -60.0 +650 .80.0 -65.0 800 +65.0 80.0 +65.0 0 80.0 Startled Praiew 15.944-19.651 +65.0 80.0 +1 80.0 +650 80.0 +65.0 -W.0 +65.0 :W0 +550 80.0 +65.0 0 -80.0 38-W Custom Size 15,131-15.943 +65.0 AD.0 +650 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +550 -80.0 +65.0 0 -80.0 Custom Size 14,131-15.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 1 12.464 - 14.130 +65.0 80.0 +65.0 -W.0 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 Equal -hits 22964 «85.0 -80.0 +65.0 1 -W.0 +65.0 -8D.0 +65.0 A0.0 1 +65.0 -800 +65.0 -911.0 +61.0 -80.0 +65.0 A0.0 Custom Size 20.131-22.963 +85.1) -80.0 +65.0 80.0 +65.0 -WO +65.0 80.0 +65.0 80.0 +66.0 -80.0 +65.0 80.0 +05.0 -10.0 Stardard Prod•w 18.594-20.130 +65.0 80.0 -W0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +66.0 80.0 +65.0 80.0 +65.0 -80.0 45' Custom Size 16.131 - 18,593 +65.0 80.0 +65.0 -1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65 0 80.0 +650 80.0 +65.0 -80.0 Custom Size 15.131-16.130 +65.0 80.0 +61.0 -80.11 +65.0 80.0 +65.0 80.0 +65.0 -80-0 +66.0 -11 +65.0 -1 +65.0 80.0 Custom Sin 14.131 - 15130 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14,130 +65.0 -60.0 +65.0 80.0 1 +650 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 1 80.0 +65.0 -8D.0 -65.0 80.0 Equal4tte 24.964 +65.0 -1 +65.0 80.0 +65.0 80.0 +65.0 -1 +65.0 80.0 +55.0 80.0 +e6.0 80.0 +65.0 80.0 Custom Size 27131- 2,4.9.3 +65.0 80.0 +65.o 80.0 +65.0 80.0 +65-0 80.0 +65-0 -1 +66.0 80.0 +65.0 -1 +65.0 -80.0 Startled P-- 20.194 - 27130 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +56.0 80.0 +65.0 80.0 49' Custain Size 18.131 - 20.193 +W.0 -90.0 +55.0 -80.0 +65.0 8D.0 +65.0 80.0 +65.0 80.0 +e6.0 -1 +66.0 -00.0 +65.0 80.0 Custom Size 16.131 - 18.130 +e5.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65,0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 14.131 - 16130 +65.0 80.0 +66.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 80.0 +66.0 80.0 +65.0 1 80.0 shortest 12.464 - 14.130 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +65.0 -WO +65.0 80.0 +85.0 -1 +65.0 811.0 Equal -its 25.777 +6&0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 1 80.0 +65.0 -Wit +55.0 -50.0 +66.0 80.0 +55.0 80.0 Custom Save 24.131 -25.TM +65.0 -W.0 +86.0 80.0 +850 80.0 +65.0 -1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 F Statled Proie. 20.844-24. 130 +66.0 80.0 +65.0 80.0 +65.0 8D.0 +85.0 80.0 +65.0 80.o +55.o -80.0 +65.0 -i +86o 80.o Custom Size 20.131 - 20,543 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 Custom Size 18.131 - 20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +650 -00.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 Custom Size 16.131-16.130 +65.0 80-0 +65.0 80.0 +65.o -80.0 +65.0 80.0 +85.0 80.0 +85.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 1C 131 - 16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 Shortest 12464-14.130 +65.0 -1 +65.0 8D.0 +850 80.0 +65.0 80.0 -W.0 80.0 +65.0 80.0 +85.0 80.o +65.0 1 80.0 EqualBte 31.954 +65.0 80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +6&0 80.0 +65.0 80.0 Custom Size 28.131 - 3190 +66.0 80.0 +85.0 80.0 1 +65.0 80.0 +65.0 -K0 +85.0 80.0 +55.0 80.0 +65.0 80.0 +e5.0 80.0 Standrd Pvo4 25.794-25.130 +65.0 80.0 +65.0 80.0 +55.0 1 -1 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 8D.0 Custom Size 24.131 - 25.793 +65.0 80.0 +65.0 80.0 +55.0 1 -WO +65.0 80.0 +65.0 1 -80 0 +65.0 80.0 +65.0 80.0 -65.0 80.0 6T Custom Size 22.131 - 24.130 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +66.0 -8M0 +65.0 80.0 +65.0 -80.0 Custom Sze 2D.131 - 22.130 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.0 Caton Size 18.131 - 20. 130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 -65.0 -75.8 Custom Sin 16.131-18.130 +65.0 80.0 +6&0 80.0 +55.0 80.0 +1 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +55.0 -73.8 Shortest 13.194'-16.130 +66.0 80.0 +65.0 80.0 +65.D 80.0 *65.0 -80.0 +66.0 80.0 +e6.0 -80.0 +65.0 -77.7 +66.0 -71.0 EgaWte 38.464 +66.0 8D.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -1 +65.0 80.0 +65.0 -1 +66.0 80.0 Custom Size 35.131 - 38A63 +66.0 1 -80.0 +65.0 80.0 1 +65.0 80.0 +65.0 -WO +65.0 80.0 +85 0 80.0 +65.0 80.0 1 +65.0 80.0 Custom Size 34.131 - 36.130 +65.0 80.0 +65.0 80.0 +6$.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 r65.0 80.0 +0 -79.1 76' Standard ProMew 30.994 - 34. 130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 -65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.8 Craton Size 30.131-30.993 +65.0 80.0 +65.0 80.0 +65.0 -Wl) +65.0 80.0 +65.0 80.0 +65.0 -50.0 +65.0 80.0 +65.0 -74.8 Custom Size 28.131 - 30.130 +66.0 80.0 +65.0 -WO +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -72.7 shortest 28.194' - 28.130 +66.0 80.0 +66.0 80,0 +66.0 80.0 +650 80.0 +65.0 80.0 +650 80.0 +65.0 -77.7 +S5.0 -71.0 EgL-te 4248/ +65.0 -60.0 +66.0 80.0 +65.0 I -50.0 *65.0 80.0 +65.0 80.0 +65.0 -00.0 +W 0 80.0 +66.0 -79.1 Be Custom Size 38.131 - 42.463 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +85.0 80.0 +650 80.0 +65.0 80.0 +65.0 -74.8 Stardsrd Prview 34. 194" - 38.130 +650 80.0 +65.0 80.0 +66.0 -80.0 +65.0 80.0 +65.0 -1 +85.0 -1 +65.0 -77.7 «65.0 -71.0 "MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.1 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. M. I GLASS SSTATACK GLAS .090" PVB • • AIRSPACE • • • • 1!8' TP GLASS 118" AN GLASS 31 75 • 5B 12"NOM. •••• MR EXTERIOR GLASS SITE • • 0000 ®OR 5 70-73 • • • • •••••• GLASS TYPE 3 : • • • AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED LYf1JH7�i�i �'��•''.VGENgF'•�((� i * : No.58705 0. '26E !ONAI IE�G A. LYNN MILLER, RE REA 58705 TALI F Design Pressure (lbalft) for Glass Types 4-7 Bottom Sash sc Dedption for Ghen Rage Sash �X Range (t) Tip To Tip Width 53-11W 24" Egld-nee 12.464 +610 -00.0 Equd4le 15,964 +65.0 80.0 31' Standard Pmuew 12.994. 15.963 +85.0 -80.0 Shortest 12.454 - 1290 +65.0 80.0 Egusbste laaw +85.0 80.0 Stard.d Pro W& 15.944 - 19 651 +65.0 800 383/8' Custom Size 15.131 - 15,943 +650 80.0 Custom Size 14.131 - 1&130 +55.0 -80.0 Shortest 12464-14.130 +S&O 80.0 Equ "e 27 964 +55.0 80.0 Custom Sae 2D.131-229W +65.0 -BDO Stadsd P- 18.594-20.130 +65.0 80.0 46' clrst9m Size 16.131 - 1&593 +63.0 40.0 Custom Size 15.131 - 16.130 +65.0 80.0 Custom Sae 14,131-15.130 +65.0 1 -80.0 Shortest 17454-14.130 +8&0 1 80.0 Equs"te 24.954 +55.0 80.0 Custom Size 22.131-24.983 +86.0 80.0 Staxi"Proaew 20.194-22.130 +6&0 80.0 49' Cuslon Site 18. 131 - 20. 193 +65.0 80.0 Custon Sae 16. 131-19.130 +65.0 80.0 Custom Size 14.131 - 16.13D +65.0 _WOO Shortest 12484-14.130 +65.0 -WO Eg*4fte 25777 +6&0 -SOO Custon Sae 24.131-25.776 +6&0 -WO F 8 Stanmd Pmrew 20.844-2C 130 +660 400 p SDfi/8" Custom Size 70.131-20.643 +65.0 80.0 F Custom Sae 18.131 - 20,130 +66.0 -WO Custom Sae 18.131-18.130 +85.0 80.0 Custom Size 14.131-18.13D +85.0 80.0 Shortest 12464-14.130 +e5.o 80.0 EgL"e 31.954 1 +55.0 4D0 Custom Sae 28.131 - 31.903 +65.0 -90.0 Staldnd Pm%im 25.794 - 25.13D +65.0 40.0 Clslom Sae 14.131 --793 +65.0 80.0 63" Custom Sae 22.131 - 24.130 +6&0 80.0 Custom Sae 20.131 - 22.130 +6&0 80.0 Custom Sae 18.131 - 20.130 +65.0 80.0 Custom Size 16.131 - 18.130 +65.0 80.0 Shortest 1819Y - 18.130 +65.0 80.0 EqL"* 38.454 +65.0 -00.0 Custom Sae 36.131-30.483 +65.0 80.0 Custom Sae 34.131-35.t30 +65'0 40.0 70' Sladad Pmltew 30.904-34A30 Hl5.0 80.0 Cust= Sae 30.131 - 30.993 +65.0 80.0 Cuslom Size 20.131-30A30 +65.0 80.0 Shmuet 25.194•-25.130 +85.0 80.0 EgusIJ4e 42.464 +65.0 80.0 94' Custom Size 38.131 -424&3 +55.0 80.0 Standard Pm4ew 34.194"-3&l M5.0 80.0 5/16" NOM. ��- GLASS STACK 09or PVB 1B' HS GLASS 1GLASS 30 2e 12 NO. GLASS BITE 74 GLASS TYPE 4 GLASSS STACK GLASS .090' PVB r112-3/16- AN GLASS 30 3/1 GLASS 27 12" NOM. GLASS SITE 74 34 GLASS TYPE 5 NOM. GLAS GLASS STACK PVB AIRSPACE 3/16' AN G t/8' AN GLASS 74 GOR 12" NOM. EX tRM GLASS SITE 7a73 sGLASS TYPE6 BIAS' AGM. GLASS STACK AIRSPACE '� PVB YIW TP GLASS 118' AN GLASS 31 74 V R 12" NOM. GLASS BITE tr' 7a73 05VAg0. GLA S TYPE 7 TARI F A' Design Pressure for Glass Types 5.15 Bottom Sasn Desption for Giusu Range Swh HSM� Range (in) Tip TO Tiprzi Width 53.1/8' 24" Egld-tile 12464 +80.0 -110.0 Egd4ite 15.984 +80.0 -110.0 31" Standard PmVew 12,994-15,953 +800 710.0 Sholesl 12.464 - 12993 +80.0 -110.0 Equol4k. 5ladad Pmiew 19.862 15.944.19.651 -80.0 +80.0 -110.0 -110.0 38-Wrl Custom Sae 15.131 - 15.043 +00.0 -11D0 Custom Size 14.131-15.130 +00.0 -110.0 Shortest 12,484 - 14.130 +80.0 -110.0 EquaHtte 22964 +W.0 -110.0 Cwtoo Size Sanded Pmaew 2D.131-22.963 18.594 - 20.130 +WO +80.0 -110.0 -110.0 w Custom Sae 16.131 - It 583 +80.0 -110.0 Custom Size 15.131 -18130 +80.0 -110.0 Custom Size 14.131 - 15.130 +W.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 Equwite 24,954 +80.0 •110.0 Custom Size Stadard Pmfew 22.131-24,953 20.104 - 22130 +810 ♦90.0 1 -110.0 -110.0 49" Custon Sae 18.131-20.193 +80.0 -11D0 Custom Sae 16.131-18.130 -W.O -11Do Custom Sae 14.131 - 1&130 +00.0 -110-0 Shortest 12454-14.130 +80.0 -11D0 Equnllta 25.777 +80.0 -110.0 P Custom Size Stadad ProView 24.131-25.776 20.844-24. 130 -W.0 +80.0 -110.0 -110.0 F SDS Custom Sae 20.131-20.843 Hq.O -110.0 Cwlon Sae 18.131 - 20.130 +W-,O -170.0 Custom Sae 18.131 - 1&130 +80.0 -110.0 Custom Sae 14.131-18.130 +W.O AIDO Shortest 12454 - 14.130 +90.0 -110.0 Eq.NMa 31154 +80.0 -11D.0 Custom Size Stadrd PrOJ•r 20.131 - 31.953 25.794 - 21L 130 +80.0 +80.0 -110.0 •1tD0 Cuatan Sae 24,131 - 25.793 +90.0 -1 %0 83" Custom Sae 22.131 - 24.130 +90.0 -1f0.0 Custon Sae 20.131 - 22,130 +80.0 -110.0 Custom Sae 1&131-20.130 +90.0 -110.0 Custom Sae 18.131 718.130 +80.0 -110. D Shortest 13.19P - 16. 130 +50.0 -t10.0 Egustd4e 31,414 +90.0 -110.0 Custom Sae 3e.131 - 38.463 +BOO A 10 0 78" Custom Site Stadsd Pmtew 34.131 - 38.130 30.994 - 34. 130 +90.0 +80.0 A%O -110.0 Custom Sae 30,131 - 30.993 +80.0 -110.0 Custom 3- 29.131 - 30.130 +80.0 .110.0 Shortest 28194"-29.130 +80.0 -110.0 Equal4he 42.454 +W.0 -110.0 84- Custom Sae 38.131 - 42463 +80 0 -110.0 $W1t1•rd Prou4ew 34.194" - 38.130 +80.0 -110.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 090" 3116" AN GLASS 30 3I78' A�1 GLASS zs �11. 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 .090' SG 311(r HS GLASS 3a 3/18' H GLASS 29 12" NOM. EXTER GLASS ITE a ' 74 • e 34 ••••e• GLASS TYPE 9 0 Is 13/16' NOM. t� GLASS STACK ii.090" SG LASS 1/8'AN GLASS SITE 13116' NOM. GLASS STACK 090- SG ARSPACE 1/8" TP GLASS 1/8' HS GLASS 31 74 V R 12" NOM. GLASS BITE 7073 GLASS TYPE 12 NO I - GLASM. S STACK GLAS .09(" SG AIRSPACE 3/16" AN I W HS GLASS 31 &R E e 8OR 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 THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. �L74ssawtcl CE S 3/16 GLASS• 74 • EXTERIOR G Imo• Is4 a •• a �� • GLASS TYPE • • 13l18' NOM. GLASS STACK 090' SG AIRSPACE 118' TP GLASS 3/1W AN GLASS 31 74 12• NOW PRIOR GLASS BITE a 7473 GLASS TYPE 13 NOM. GLASS STACK .090" SG AIRSPACE Y16• TP LA mr HS GLASS 31 5 EXTERIOR C-NOM. E �IOR GLASS TYPE 15 AN=ANNEALED TP- TEMPERED HS= HEAT STRENGTHENED 't L1GENgF'•. `�F * No. 58705 = p0 � � lCs G � '';.;,ZONAL A LYNN MILLER, P.E. P.E.X 58705 TART F F go goolloolorgill oil ■- -moo ®©©n©©n©©n©©©©©©©©©©©©©©© mz=00mmnnn nun ©nnnnnnnnnnn©nnn©n ©©nn©nnnn©©n©n©©nn©©©©©© n©nnnnn©nn©nn©nnnnn©nDun E�EmEmm©©n Dun nnn©©©©n©©n©©©©©©© ©nn©©n©©n©©©©©©©©©©©©©©© E=Nn©n Dun ©nnn©©n©nn©nnnnBOB ■=m=EEmm=nnn©nn©nnn©©©©nnn©n©nnun n©nn©n©nnn©nnnnnn©n©nnun NE=EmEmmn©nnnn©nnn©©©nn©n©nn©n©© ©nn©©n©©n©©©©©©©©©©©©©©© 0�000mn©nnnn©©nn©©©n©©©nnn©©n© ��n©nnnnn©nn©©n©nnnn Dun U m�EmE3=n©nnnnn©9n©©©nnn©©©©©©©©I �011171 M—wmnonn Dun nnnnn©nn©n©©o©© Due i N��MEMEMn©nnnnn©nn©nnnnnn©nn©,nn© ��n©nnnnnnnnnnnnnnnnn©©©©© �===nnnnnnnnn©©©©n©nn©nnnnnn ©nn©©n©non©©nn©nn©n©©Dun mmm.-F-57=MMEMnnnnnnnnnn©©n13nnn©nn©nnn a©no©n0©nn©©0©©n©©0©©On© ���©onnonnon©o©©oono©©o©©o© E�N9mm=©on©onnan©o©©o©no©no©non ��onno©nonna©©v©on©©nn©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 - 48.11M TARI F RR' Glass Type Description (Usbd from Exterior to Interior) 1 1/8"AN, .D9D" PVB, 1/8" AN 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 118" AN, .D90" PVB, 1/8" AN 4 1/8" HS, .D90" PVB, 1/8" HS 5 311T AN, .OW' PVB, 3116" AN 6 13/16" LNG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 7 13116" U(3: 3/15" TP CAP, AIRSPACE, 118"AN, .09(" PVB, 118"AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 7 Lu � } I` � ON zy slop Q O 0 F O RF CQ Z Z 0 J Z LL 8 o _ f W U ULd . o u F6o ul oZ o U z W to _ LL o ® m J ZZ laay5 Q LL N a O Z g U Q U Z 2 In alll 'asap sa��a5 NY1NLYN 11 1/,' GENgM,K � * No. 58705 •: WA of g: /70NAL 10r1.�. A LYNN MILLER, P.E. REM 58705 "Through-Frarne" Installation ' r Q Q ©©�©©noun HUBBUB Dun o©©©©© N==E=cw2=©©o©©o©©o©©©©©© one ©©©©©© ��N==©©0©©U©©0©©©©©©©©©©©©BOB NUMEMMEEM©©o©©o©©o©©©©©©©©©©©© nun ©©a©©o©©o©©©©©© nun ©©©©©© M�K�©©o©©n©©o use Dun Dun ©©©©a© 0��Ocz=©©o©©o©©o©©©©©©©©©©©©©©© �=KMM©©o©©oo©o©©©©©©©©©©©©nun N===MME=©©0©©0©©0©©©©©© Dun o©©©©© E===E=1=©©0©©0©©D one Dun one ©©©o©© ©©o©©ROME HUBBUB BUM ©©©©©© ©©o©©o©©o©©©©©© nun ©©©©©© ©�©©o©©0 BOB BU©©©©©©©©©© ©©o©©o©©o©©©©©©©©©©©©©o© z9=c=E30=©©Do©o©©o one ©©©©©©©©©Ono nw�MEEM©©o Bun ©©UOUGUM©©©©©©©o©© 0��Mmm©©o nun ©©o©©©©©©©o©©o©©o© N�Kz�o©o©©o©©o©©©©©©©o©©o©©o© =�E�©©o©©o©©o©©©©©© nun nun oo© mp-"- =-Mc=1=©©o©©o©©o©©© Dula nun men oo© �vwFwM--' Memnon Muumuu nun one DUE OHM • 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 - 49.808 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.806 TABLE 7R' Type T Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .09(" SG, 3116" AN 12 13/16" L1G: 1/8" TP CAP, AIRSPACE, 1/8" HS, .09(" SG, 1/8" HS 13 13116" UG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 11W HS, .090" SG, 1/8" HS 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF •65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. • •• W _ n Y .�• • • i••• w b s as > t• 0 N z rw a,oO o Of O 'App 8-' 0 a y rn Z pZp LL O Z co V. 0o f - O r_ UU o, v yea n F w C7 < Q ' aN OMO �Z o Z U � t7 5 LD J fD � LL 0 J ZQ F 1aa4S U) LL C3 Q O zW 0 Uj O JU Z x to as '�ao s „a5 `11, I II I r I//// * ; No. 58705 * .. 44/ i ��s' •.FCORIDP. •' • G\�� I ZO1NAL A LYNI�4dlll d,RE P.E.R 58705 INSTALLATION OPTION 1 EDGE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT -C� 1 FIXED VISIBLE LIGHT HEIGHT I EXTERIOR a NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS SASH VISIBLE LIGHT HEIGHT " — — INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. r _T---- ----- EMBEDMENT Imo-- 114" MAX SHIM EMBED- I I MENT EDGE e 4 J•_ DISTANCE 114' MAX SHIM 19 FIXED VISIBLE L---JLIGHT �WTYP. WIDTH SEE TABLE NOTE B, FOR HEAD TYPE ANCHOR TYPE, •' EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE I TABLE 8. 31 R SB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 13 USE EITHER 1 SWEEP LATCH Q MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 114" MAX. -SHIM VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 114' MAX SHIM F- SASH VISIBLE 17 I LIGHT WIDTH TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A 1/4' MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Nit. Embedment P.T. Southern Pine (S(3=0.55) —261=14— 9/16" 1-318" S12 Steel, Aluminum, 6063-T5 tin. 318" 0.063" 18 8 or 410 SS Screw A36 Steel 318" 0.063" Seel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga Concrete (min. 3.35 Imi) 1" 1-314" 1 SS CrrteF Ungrouled CMU, (ASTM C-90) 2-1/2" 1-114" eF lex P.T. Southern Pine SG=0.55) 1" 1-3/8" Concrete (min. 2.8511si) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Utacon P.T. Southern Pine SG=0.55 1" 1-318" A) MIN, UtJ I "K1 UJ 6CTUNU I MC MC I AL—U ICAIC. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES EM�B]E�DMENT I • •i • TYP. ANCHOR TYP?,, EMBERMENTA►ID EDGE DISFANC81PER SUBSTRATE, SE! TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH Q 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 HEIGHT/2 - 3.78" QSASH: TIP TO TIP HEIGHT2-11.93" HEIGHT (CUSTOM SASH) GFIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3,55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED I 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. LU WA 4• •• O•••�� O U) llN7 C� O x U) O z O -) $ W or z - cp S LU Ui L) O' To p W .0 W , � J Z O U Z 0 x LL O n $ ® LU z O g Z W PIVS 'a 0) rn O = z W O U J zw Q Q) Q LLL al&1 'asap saua5 `71\11111111 /j1 LYNN�/.,, / * : No.58705 moo`. � A Ig ;' ��: T '•. CCS•'•.�ORIOP.•' G\�� S TI ZONAL E? A LYNN MILLER, P.E P.EN 58705 INSTALLATION OPTION 1 EDGE ANCHOREDTHROUGH FRAMEI FRAME NTO 2X WOOD FRAME OR BUCRI KSTP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT I FIXED VISIBLE LIGHT HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT EMBED- MENT EDGE DISTANCE 1/4" MAX SHIM SEE TABLE " 3 NOTE B, FOR HEAD TYPE J ,•e . TYP. ANCHOR TYPE, EMBEDMENTAND , EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. NO ANCHORS REQUIRED IN , FLANGE OR , EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. a 13 USE EITHER 1 SWEEP LATCH 0 MIDSPAN OR 2 BOTTOM LOCKS remcc OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. — EMBEDMENT I— 1/4" MAX SHIM FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4" MAX SHIM �i SASH VISIBLE 17 e LIGHT WIDTH I I * ftTfCE BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A 1/4" MAX. SHIM \_�ADE APPROVED MULLION, FBC O ,I. ALUMINUMISTEEL FRAMING l OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Nn' Edge Diftice Mn. Embedment P.T. Southern Pine (SG=0.55) 9/16" 1-31T $12 Steel, Alurrinun, 6063T5 min. 318" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga Concrete (min. 3.35 Iasi) 1" 1-3/4" 1/4" 410 SS CreteFleX Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" P.T. Southern Pine SG=0.55) 1" 1-3/8" (r in. 2.85 W) 1" 1-318" lbrConcrete UltraCOn Steel �r Un9� CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Soutlem Pine SG=-0.55 1" 1-318" A) MIN. OF 3 THREADS BEYOND THE METAL 5UBSTKA7 E. 8) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEXIFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES • TYP. ANCHOR TYPE, EMBEDMENT MD EDGE DISFANCDPER SUBSTNPRE, SER TABLE S. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL, SEE SHEET 9 FOR STANDARD SILL) WIDTH C SASH 6 FIXED LITE: BUCK WIDTH.4.12" HEIG(EQUAL-LITE) BUCHTK HEIGHT2 - 3.23" HEIGHT (PROVIEW) GFIXED LITE: BUCK HEIGHT/2 t 4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • •• ti W ? Y • • �••• w •01000• F. S• 9 � (A as } N inn zq ap0 0 O 01 J Z LL r W Z O x ui UU o J. A u . 0 r TN � Z s < W05 J Z O U Z_ LD �LL x Z O 00 ® LU p U V Z W X la 7, S O O to Lu Z O J CI r- U w au�i - sao s „a5 \`7111111111/// `0 ANY LYN/y .........., ..• ViCENSF •.:�� — No. 58705 p00 . T OF (4ij � lS 70NAL / I,G��` A LYNN MILLER, P.E. P.E.A 58706 C FIXED VISIBLE LIGHT HEG&IT !� BUCK HEIGHT � SASH VISIBLE LIGHT HEIGHT EXTERIOR 18 1"WEEP 42 NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) EDGE DISTANCE EMBEDMENT _A Q EDGE I u DISTANCE 1/4" MAX SHIM _MAX. EMBEDMENT SHIM I SHIM —TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. ;'--� USE EITHER 1 SWEEP LATCH 0 MIDSPAN OR 2 BOTTOM LOCKS M==0 "Z) T`0 STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. 1/4" MAX FSHIM T EDGE I EMBEDMENT t~ VERTICAL SECTION D-D 1/4' MAX SHIM SASH VISIBLE �-I 7 LIGHT WIDTH J/ FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING 11 4' MAX. SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR •12 STEEL SELF-DRILU14G SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedm 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16" 2.438 2-1/T' x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8' 2.438 2-1/2" x .145" Roofng Nail P.T. Southem Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southem Pine (SG=0.55) 318" 2.438 #10 Steel Trusshead Screw o #12 Steel, 18- or 4110 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1.375 0.125" Aluminum, 6063•T5 min. 5116" 0.125 0.050" A36 Steel 5116" 0.05 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 0.045 A) MIN. OF 3 1 HKEADS BEYUNU I Ht Mt IAL JUHA I KA I L. EDGE DISTANCE 1 I EMBEDMENT • TYP. ANCHOR • • • EMBEDMENT AND EDG DISTANCE PER SUBSTRATE, SE • • • TABLE 9. (NAIL SHOWN • • • • VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HFRISE SILL) WIDTH C SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 + 428' @SASH: BUCK HEIGHT/2 -11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4$0" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE L(MRS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. •••L u a > w O uZ S a O • �o e• g a10 C Q p C% ropio�Zn1 j aK4 FS F Lu < W J Q oN O 2 O U 2 = L) rn $ ® m J W (n T Fj Z _ U) X Z laa is O � LL J Q g w U Z Q W Z = \`ANY LYNAI �.•' `ICENS, /�� No.58705 �.Q g ORID SSTONAL E�G�� 'AAIIII11111 A LYNN MILLER, RE P.E.# 58705 2.848" 2.848" T T .062" 1.125" 2.848" 2.112" 1.489" osr 082 _�_A 062" i Ot FLANGE FRAME HEAD O H� RAL FIN FRAME 2.798' 2.798" 2.841' .OBr ^ 0 0 FLANGE FRAME SILL 1.300 170 2.150 f� 3.466" O EQUAL LEG FRAME HEAD 2.798" 2.341' 062" 1.tzi O EQUAL LEG FRAME SILL Oe INTEGRAL FIN FRAME SILL 2.273" .12(r I 2.77 2.211' o6r .067 -4 1.300- �- SASH TOP RAIL a FIXED MEETING RAIL 75 HI -RISE SHTTOM RAIL - t° 2.560' .06r 2.724" O FLANGE FRAME JAMB 2.798' FLANGE FRAME SILL 70 HI -RISE 2.2Tr r 2.105" .082' 1.235" 062" 1.300" "�1 1.300" �+- to SASH BOTTOM RAIL 77 SASH SIDE RAIL 3.185' 062" 2.724" OINTEGRAL FIN FRAME JAMB 2.D60' .062' 12.7 24' eO EQUAL LEG FRAME"B •••••• • 2.798" 2.796- • • • • • 4.133' • • 77 INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT EXT.GLASS INT. GLASS 70 KODISPACE 4SG TPS tx EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3/16" NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS NT. GLASS 71 SUPER SPACER• NXT n ALUMINUM POLYISOBUTYLENE DESICCANT FILL VO " REINFORCEMENT SEAL 5/16"NOM. �+ 1.522" ---1 .634' .465" --►� -'� .617" -�.496"� 1 SILICONE SEAL 0+ 1ROLL•FORMED.627" UTYLB STAINLESS STEEL CANT 813" .802" 802' ..2" .802" DESICFOAM 1.370" �-- I� EXT. GLASS EXT. GLASS .070" .070" .045+ -►j .050" INT. GLASS HEAD ANCHOR INT. GLASS to COVER to SASH STOP COVER ®IG BEAD IG SNAP BEAD O 5/18" LAMI BEAD 21 7/16" LAMI BEAD 72 • it DURASEAL SPACER 73 XL EDGE SPACER DAY LYNN LICENSE M/l�Fii Q:. % *. No.58705 SAT OF (V�\ i �s'•F�ORIDP,. •'G�� A. LYNN MILLER, RE P.E.M 58705 ItemPGT Part# Description Material —79MI Head, Flange A um. 606-3 2 524017 Head, Integral Fin Alum. 6083-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063T52 5 624020 Jamb, Integral Fin Alum. 6063-T5 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alan. 6063-T52 8 1 624031 liamb, Equal4eg Alum. 6063-TB 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063T6 8 624018 Sill, Integral Fin Alum. 6063-TB 9 624029 Sig, Equal -leg Alum. 6063-T6 10 624003 Sib, Hi Rise, Flange Alum. 6()83-T6 11 624019 Sig, Hi -Rise, Integral Fin Alum. 6063-TB 12 624030 Sill, HI -Rise, Equal -leg Alum. 6063-TS 13 624008 Sash Top Rail Alum. 60D5A-T61 14 6240D5 Fixed Meeting Rail Alum. 6ODSA-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 606376 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-TB 18 624051 Head Anchor Cofer Alum. 8063-TB 19 624015 Sash Stop Alum.8083-TB 25A 524OD9 IG Bead Alum.6063-T5 25B 824011 1 IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-TS 27 B24026 7/16" Lami Beading Alum. 606346 30 6TP247 Glazing Bead, Bulb Vinyl for 0624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 8 A624011 Vinyl 32 724046 Sweep latch Top Rail) Cast Zinc 33 624049 Bottom Latch Sill) Alum. 606376 34 Setting Block (118" X 1/2" X 4) Neoprene 35A IG Setting Block (1/8" X 314" X 4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sig 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 .18T', Fin Seal MR) 44 67S16G Weatherstrip, AM X.270", Fin Seal Sash Side Rail) 45 Weatherstrip, .170" X. 1 8r, Fin Seal (Q Top Sash Rail) 46 %eries Balance with Crner 8 Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Starless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 83 Alum. Screen with Fiberglass Mesh Varies 70 Kommeding Kodispace 4SG TPS See Sheet 71 Quanex Super Spacer nXT 10 for 72 Quanex Duraseal Spacer Materials 73 Cardin)a Edge Spacer 74 lbw 791, 899 or GE 7700 Backbedding I Sdicone JAMB NOTES: 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). • •�' .1tfs • .... INTERIOR • DING RAIL • J SASH BOTTOM RAIL 0 TABLE 10: MATERIAL PROPERTIES USED Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 kai 410 Screw 90 ksi 110 ksi Elco UitraCon® 410 SS Elco CreteRex® 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063-TS Alurninran 16 kai 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi ``111111111//n/ 'i LY Nl1/ y� �•.,�' EN * ; No. 58705 * E�� A. LYNN MILLER, P.E. P.E.# 58705 A.G ARCHITECTS 605 Lincoln Rd. #302 Miami Beach, FL 33139 Phone: (305) 310-8206 . . ... . . . ... • • • • • • • • • • • • • • • • • • • • •• • • • • • • . . • • . . • . • • • . . Property location: Miami Shores, FL • . • • FdCw2 (�th.�dition) /ASCE 7-10 Contractor: Lelack Construction • • • • • • • • • wing p 6sur•s• •• for components and cladding OPENING LD PRODUCT APPROVAL OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH HEIGHT(per PRODUCT DESIGN PRESSURE NCA) REQUIRED PRESSURE PER as 7-10 WINDOWS/DOORS (in) (in) Positive (psf) Negative (psf) Positive (psf) Negative (psf) W3 (north) 18-0627.01 Horizontal Roller 4 10 75" 50-1/2" +65.00 -65.00 +37.54 -40.93 W3 (north) 18-0627.01 Horizontal Roller 4 10 127" 63-1/2" +48.7 +48.7 +35.59 -38.99 W4 (north) 18-0627.01 Horizontal Roller 4 10 S4" 50" +65.00 -65.00 +38.42 -41.81 W4 (west) 18-0627.01 Horizontal Roller 4 10 S4" 50" +65.00 -65.00 +38.42 -41.81 W5(west) 18-0627.01 Horizontal Roller 4 10 54" 38" +65.00 -65.00 +39.13 -42.53 W6 (west) 18-0430.06 Single Hung 4 10 19" 38" +65.00 -80.00 +40.06 -43.45 W8 (south) 18-0627.01 Horizontal Roller 4 10 37" 50" +65.00 -65.00 +37.98 -41.37 W1(south) 18-0627.01 Horizontal Roller 4 10 7S" 50-1/2" +65.00 -65.00 +39.40 -42.80 W1(south) 18-0627.01 Horizontal Roller 4 30 75" 50-1/2" +65.00 -65.00 +37.56 -40.96 W4 (south) 18-0627.01 Horizontal Roller 4 10 54" 50" +65.00 -65.00 +37.56 -40.96 A(south) FL-22513.6 Swing door 4 10 40" 80" +70.00 -70.00 +38.42 -41.81 Ultimate Wind Speed (V utl) (mph) 175 Exposure Category D Internal Pressure Coefficient (Gcpi) 0.18 Directonality Factor (Kd) 0.8S Mean Roof Height (ft) 12'-06" Width of Edge Strip (ft) 6 These wind pressures have been preapred in accordance with the Florida Building Code 2017 (6th edition) The allowable pressures provided here (W asd) are given as 0.6'W ult is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultime design wind speed (Vult) and the parameters given herein W and as provided here W and as provided here is an appropriate load for use When: 1) Evaluating tested products for components and cladding 2► Designing mullions, framing and other supporting structures using Allowable Stress Design 3) Specifying fastener schedule using Allowable Stress Design The load combinations specified in Ch. 2, 3 & 2,4 of ASCE 7-10 shall be applied. No further reduction in allowable stress shall be taken (other than load duraction per Ch. 23 FBC) 1P k11A1 ObVu 5: Uv ! N/ 2 I k/ 3 k/l ! w 5 WE) M1AMaMIA.MI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMI`TISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICEOF ACCEPTANCE (NOA) www.miamidadGgov/eca„o,„y North Venice, FL 34275 • • • • SCOPE: •••..• ...... This NOA is being issued under the applicable rules and regulations governing the lase of cpnspction • • materials. The documentation submitted has been reviewed and accepted by lvMd'Dade Couatty RER 4L • • • 9 • Product Control Section to be used in Miami Dade County and other areas where •a?owed by the•Authorij....; Having Jurisdiction (AHJ). ...... This NOA shall not be valid after the expiration date stated below. The Miami -Da • � n Product Control: • . P ��r. 4� t3' . .. ..... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami-Dadg�puttty) refcyp"the right.... to have this product or material tested for quality assurance purposes. If this product or matertal fails to • perform in the accepted manner, the manufacturer will incur the expense of such tesld4 and 4be QHJ may... ; immediately fevoke, modify, or suspend the use of such product or material within thaix jurisdictio RE$ reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Couttty Prodtssb 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 Series "98IR7710A" Aluminum Horizontal Roller Window — APPROVAL DOC za o. OA 1, tie nz oller Install (LW, sheets 1 through 19 of 19, dated 06130/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acca?UMce number an »nr4vai rivet .-hy the: Miami -Dade County Product Control Section. IMPACT RATING: Large and Small L,Al VAAfV U: bach unit shall bear a permane 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 TERMUNATION 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. 40A No 18-0627.0 Expiration 3 Q���� jg Approval Date: August 23, 2018 l7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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.realed 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 perZRC, TAS 21)2;94 3) Water Resistance Test, per FBC, TAS 202-94: • •: : • • • 4) Large Missile Impact Test per FBC, TAS 20r-94 see* 5) Cyclic Wind Pressure Loading per FBC, TJ9 nV-A-94 ' 6) Forced Entry Test, per FBC 2411.3.2.1, and.TAS 202-9.4 •, • • along with marked -up drawings and installation diagram of an w&ikum hori%ontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Repao&o. 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 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 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 FBC 6th 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). Manuel Yerz. P.E. Product Contr E aminer NOA N 0627.01 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 Kurara - •..... ' y .�pdeXica, JAc. for their • "SentryGlas® (Clear and White) Glass Interlayers" dated .=8/17, e%piling ou .. ; . 07/04/23. • F. STATEMENTS • • • • • • • • . 1. Statement letter of conformance to FBC 6" Edition 2019 •: " ted Jul • ��• 2011 " � Y. .... issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • 2. Statement letter of no financial interest, dated July 25, 2018,•issueea by r� 4an cturer,• .. % signed and sealed by Anthony Lynn Miller, P.E. • • •' I Proposal No. 18-0289 issued by the Product Control Section,'date'd 02/1071'$,.signe$ ' 0*0000 by Manuel Perez, RE • • . • G. OTHERS 1. None. Manuel Pee P.E. Product Control Vx0iner NOA No. 1 627.01 Expiration Date: August 23, 2023 E-Z Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQIIREMENT8 OF THE 0RIQABU0.DINGC00E, INCLUDING THE HIGH SHUTTERS ARlL12T REQUIRED WHEN USEDIN WIND-BORNE DEBRIS REGIONS. FOR INSULATED STALLATIONS ABOVE VY IN THE HVFR, THE OUTBOARD LITE (CAP) MUST BETEMPERED, Jaa 3) FOR MASONRY APPUCATGNS IN MNA9-DA L*a ONLY 6YM,11.0ICE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSL PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-10' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS ZX ARE IAw THICK OR GREATER. IX AND 2X BUCKS "EN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESP0N513KM OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EM:.'EOMENT TO BASE MATERIAL SHALL W BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS RIUST BE SEALED. OTHERS AMID 5 SEALING & FLASHING SC OVERALL OPE COPEOFF THESE SE IWATER NSTR RESISTANCE EESIST � OF INSTALLATION SHALL BE DONE 6)114' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHi-M THEPRODUCT 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. pOSTRVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL IS CYCLE TESTING AND GLASS PER ASTM E130o C. DESIGN LOADS ARE BASED ON ALLCWNBLE STRESS DESIGN, ASO. FOR ANCHOR TABLES 12.14 SEE WEE NOTES THIS 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLCADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3%STRESS NCREASE HAS NOT BEEN USED IN THE CESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT NTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE STRENGTH9) METAL SUBSTRATE TO LEET MIN. REQUIREMENTS PER BUILDING CODE AND TO BE REVIIEWED BYTHE AUTHORITY HA NG JUR=XTIIOCURRENT FLORIDA . 10) REFERENCES: TEST REPORTS FTL 19.7091 & 16-7691.01 ELCO ULTRACOS NCA, ELCO CRETEFLEX NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSYAF&PANOS & ALUMINUM DESIGN MANUAL. 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL - OP Table 0 A —I Tanta i DIa. DaecHPBun (UateO Wpm Fabrlorto Interior) x01 OX I xOx KO f ox XOX TYW 9TUA HD I STD BTD I HD I STD 2 UWAIlL.Mr FVt$. U lAT PVB, 118' HIS 3 8 t2 12 1 1B 3 ..OJW 3118' MN. •Ol PVB, 3116" A4 3 - 8 12 1 4 1L74 . 116'A , AFS . 1 N, .DiO' PVB, 1/B 4 12 1 5 131IS' UG: VS' TP GA , NRSPACE, 1/ AN..GW PV , 1w AN 3 7 12 ;5 6 1 �• L-6 311Q' AN pRSPACE, U AN, LOBO' PVB, I AN 3 - 12 - 7 13N1 L10: 311E 1r' .A A _ 118"AN, 12 - 16 17 B 31 Ay .OBP SG. 3118 AN 5 /0 13 14 18 B �. . 3l10' 7311 LKa: 718- AKS A . 3I78" AN.. . &16' AN 13118' LG: 7/M TP CAP,—AAA�'J116" AN..�� 14W AN S 5 5 8 6 it 10 1J 13 /4 1 1 10 11 5 6 10 13 14 17 S 11 11 13 13 14 14 78 15 T2 1 1ii;Ir LID: VD' A CAP, ACE I— , . SO, 1 HS IWO` P AIFa�ACE USI , • 8U. 1/6' HS 5 6 1W1 lx>3116"AN PACE. 1I6' ,1/&'HS N ACE TITS" �§�O, 1NY 5 11 13 14 iB 14 5 6 11 13 74 16 15 1 16' NXL p• AR SC, KURARAY SENTRYUl ter I——u. v, ..,....,,., PVS - KURARAY TROSIFOL{ PVB PRERLAYER BY KURARAY AMERICA, INC. AN - ANNEALED HS = HEAT-MENGTHENED TP - 7EMPEREO FOR ANCHOR QUANTITIES, SEE TABLE51676 22-1/2' O.C. 172'0.C. O.C. I DESIGN PRESSURE RATING I IMPACT RATING VARIES PER GLASS TYPE, LARGE S SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT 9' MAX. WI7Y MAX. Bl1CK) C 18 AS SASH FIXED 7lGHT OVERALL VISIBLE LIGHT HEIGHT ar BUCK �� 55-3/8' FIXED HEIGHT SASH VISIBLE LIGHT VISIBLE USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE T. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND ISM DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR 0UANRTY FR0M TABLES 12-1 B. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION. SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING O:TERIMNATION 15 THE SAME PROCESS FORALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOO). WF.PHOLE NOTES: I) i-6'B' x .3Do' WITH PLASTIC BAFFLE 2) 1 WEEPHOLE LOCATED AT 4- FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. / CI i 20.1C. O.C. B � SEE WEEPHOLE r -- 119' OUCKY4 TH• • • • • • THIS SHEET SEE SHEET 17 FOR • • • • • • • ANC DRAG FIN TYP. FLANGE X& ELE�IITKSAi :.: • • &SPACING MAX.DI►ENSIONSl E•H • • • • • GENERAL N TE......„.........................I ELEVATIONS ................ .................... ...„1 CODES / STANDARDS USED: GLASS TYPES TABLE ...... _.......... 1 02017 FLORIDA BUILDING WM {YIY;LSTH EDITI0 F0 DESIGN PRESSURES...... ._._....._... 2-B -ASTM E1300-M { • RNICHOR GqA NBRIE6.._._..__.__...._10.14 -ANSI/AF&PA NDS-2015i0R000vtNSTRUc'QONj4STALLATION AIN0N0R6PECS....... 15-17 -ALUMINUM DESIGN MANIIW, APM-2015 { • • U$ION F9tOflLLS_.!......_.....„._ 18 N'eR • -ANSI S100-12 • • • • • • Qtl SEN�9L 0•_..�—............. 19 , •AISC 300-10 • • • QARTB LII................ .............._.19 • • • • • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • w uT m as 52 way W S2 5 � QN O al,•Q z 2w R12 U -MIDI LU U • i ZW _J roN w Z F o > N � Z Z O ! a 0 Ir W LL O IaaFs i z LU a U LU _ l ++w5 ,1711 I 11111",0 - .0�ONY LYNNM',,. * ? No. 58705 �L . STATE OF I ,•�tl�z '� '•. p • • ((7 ton NA '111.11 A. LYNN MR.LER, P.E. p Overall Design Pressure (lbslfe) for XO d1 OX Windows Glass Type: 1M Width Rail: standard -I/S'ANG"� .�' ws 11B'ANOLASS j R'NOM. GLAgBITE EX9' 74 1 02��SSTYPE 22-1/8" Overall Hgt. 37- Overall Hgt. 49" Overall Hgt. Overall Hgt. 63" Overall Hgt. 20" +65.0 86.0 +65.0 -65.0 +65.0 -05.0 +85.0 85.0 +65.0 85.0 +85.0 85.0 +65.0 85.0 +65.0 $5.0 37' +85.0 $5,0 +65.0 85.0 .0 85. t65.0 85.0 +85.0 85.0 +85.0 85.0 +65.0 85.0 + + 85.0 +65.0 $SA61' +66.0 -85.0 +66.0 -65.0 +65.0 -65.0 +05.0 -65.0 +65.0 85.0 67' +65.0 -65.0 +66.0 -65.0 +85 +65.0 -65.0 +85.0 85.0 +85.0 -65.0 1 +65.0 1 -85.0 +85.0 85.0 +63.3 .63.3 T-d = I- Overall wrath Design Pressure (Ibslft) for XO 8 OX Windows Glass Types: 2, 3, 5, 6, 7 Meeting Rail: Standard 22-1/8" Oveoll Flgl. 37' Overall Hgt. 49. Overall Hgt, 66, OvereO Hgt. 63- Overall Hgt. 2(" +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 25" +85.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 .80.0 +65.0 W.0 37" +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 465.0 -80.0 49" +65.0 -8.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 81" +65.0 •80.0 +65.0 80.0 1 +65.0 -80.0 +65.0 80.0 +65.0 80.0 67' +65.0 •80.0 1 +65,0 1 -80.0 +65.0 -80.0 +65.0 .80.0 1 +65.0 1 179.2' 74' +65.0 8D.0 1 +65.0 1 80.0 +65.0 80.0 +66.0 80.0 1 +65.0 1 -72.2' " YVKULA"I1I 43,Ui 1) OVERALL M TO TIP) DIMNSIONS SHOWN. FOR INTEGRAL FW AND EQUAL -LEG WINDOWS, SLIBTRACT 1' FROM THE TP•TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND LIP TO THE NEXT AVAILABLE SIZE 1r8' HS OLASS Pva Q� tA)' H9 GLASS I 24 a�i V2' NOM. GLASS WTE EXTERIOR �I.wss rYPE a , 13116" NOM. GLASS STACK NRSPACE I -O'er 118' TEMPERED .DW PVa i3nS' AN GLA53 Ilia' AN GLASS I GLASS CITE U GLASS TYPE 3 13118" NOM. GLASS STACK AIRSPACE .090'PVS 3116• AN OR GLASS I GLASSTP GLASS 118' AN GLASS 31 74 31 74 1 i 1IY NOAL �OR 1 1R•NOIA GLASS SITE GLASS SITE EXTFF:OR � vEi� a • • • • • • ..< • . yGR 3 70.73 • • •,••� •� • •• ± : •. 7. 73 GLASS TYPE 5 • • • • t ASS TYIrE 6•(ARIIEALED) GLASS TYPE 7 (TEMPERED). • ••• •• ••• we: • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • •• • •• • • • • • • • • •• • •• ••• • • • ••• • • Y a i� I�ffi�j aloe 0 sNF J O 33 a J Q LL I� UU- og J Ma F w J > oZ� z z o: 0 co $ rJ. OG Ln la+u = W Z a 2 rz U J W rx = a¢ LYAbV * No. 38703 *� �";l,'ONAL A LIMN MILLER, P.E P.Er188705 TABLE 4: Overall Gass Type: 4 Design Pressure (Ibsfl z) for XO & OX Windows Meeting Rail: Standard Width 22-118" O+eraO Hgt. 37- OueTall Hgt. 49" Overall Hgt. 55' Olerall Hgt. 83" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +g5.0 80.0F65. 80.0 25" +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 •80.0 -80.0 37" +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 -80.0 411. +85.0 -80.0 +65.0 -80.0 +65.0 -80,0 +85.0 80.D -80.0 61' +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -76.8 sr' +s5.o .ao.o +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -71.3 74" +85.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 77.1 6t.8 TABLE S Overal Glass Types: 8 thru 15 Design Pressure (Ibslfe) for XO & OX Windows Meeting Rail: Standard Width 22-118" Olglall Hgt. 37" Overall Hgt. 49" Overall F{gt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +BO.0 .110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 110.0 37" +80.0 •11D.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 81" +80.0 -110.0 +80.0 -110.0 +80.0 -1i0.0 +80.0 110.0 +80.0 101.9" 87" +80.01 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 74' +80.0 110.0 +80.0 110.0 +80.0 1 -110.0 +80.0 •_� In n -110.0 FOR GLASS +80.0 TYPES 9.12.13.14 90.o- 6 15 'GLASS TYPES t. 1S MAY NOT ITE USED W ITH INTEGRAL FIN • FRAMES N011-8 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT I- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW Sze, Z FOR SIZES NOT SHOWN. ROUND Up TO THE NEXT AVAILABLE SIZE. ,L. 13/16" NOM. 1 GLASS STACK AIRSPACE 09P PVa 1f8"AN GLASS _ Ua-AN GLASS EXTERIORA a Vr NoM, GLASS BITE GLASS TYPE 4 �S Y W 13hTNOM. of -,..N I GLASS STACK D y AIRSPACE .090' SG } aloe K 3116' AN C+T N �•�HS GLASS 1f6'ANOR In .090•SG 3rta'AN OR TP GLASS `'• 3J18"AN GLASS O Z p HSCLASS 1 31 O LLj 23 LLJ vL3d o ur NOM. 1POR'i 1 i 1/r NOLL GLASS SITE I GLAm BITE O 7 z EXT/ERI,OR EXTERIOR Z $ Ir LU LU of 74 �/el' W 7a73 -1 LL 0 n32 Rom/ $ R W O GLASS TYPE 8 {ANNEALED} GLASS TYPE 10 (ANNEALED It GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) : o � N 1aav5 = W 13116"NOM. �1,_ 13/16-NOM. O a r i GLASS STACK GLASS STACK Fq Z z AIRSPACE �♦ i .Ir 090`SG AIRSPACE -� tj j 1f8• AN OR 3/16' AN OR = TP GLASS ( 11W HS GLASS TP GLASS �• I 1l6" HS GLASS arl aaya5 31 74 31 r _T�y•••1 1� a VLYNNR 1 101401• f• •GL. .' 11GENgff'•� I I GLASS 81iE •: AZTa�ue� _ 6 t, � * , No. 58705 EXTERIOOR 7a73 QOR 3 / 7o-73 OF GLASS TYPE 12 (ANNF.ALEQL ♦ • GLASS TYPE 14 (ANNEALED) � ��'' AIORIOP - '. 16, GLASS TYPE 13 fAPE1'tED ,• • �aLA�LfYPE13{fEp(IFF�RED) '�1 yONAt • • • • ♦ • • • • • • • A LYNN MILLOL P.E. • • • ♦ • • P.E•88705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Overall Width Design Pressure (ibstle) for XO & OX Windows Glass Types: 8 thru 15 Meeting Rall: Heavy -Duty 22-1/8. Overall Hgt. 37" Overall Hgt, 49" Overat Hgt. 65' Overall Hgt. 63" Overall Hgt. 76' Overell Hgt. 20' +80.0 -110.0 +130.0 -110,0 +80.0 -110.0 +8D.0 -110.0 +80.D -110.0 +80.0 -110.0 25' +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3T' +E0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 Z; +f0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80,0 -110.0 +80.0 -110.0 61" +10.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 67' +F0.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 76" +810 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 SG HS GLASS .D9G 3/IG AN OR 30 • HS GLASS 1 23 17r NOM. GLASS ertE EXTERIOR Y 32 74 GLASS TYPE 8 GLASS TYPE 9 riOTEs: 1) OVERALL (TIP TO T0) DIMENSIONS SHOWN. FOR EQUAL -LEG N"NDOWB. SUBTRACT 1' FROM THE TIP -TO -TIP OWENSION IN THE TASLE TO DETERMINE THE WIMM Ste, 2) FOR SIZES NOTSHONN, ROUND UP TO THE NEXT AVAILABLE SIZE 13/1r. MOM. r 1 GLASS STACK AIRSPACE •00D'SG 1/B' AN OR TPGLASS' 31tr'AN GLASS OREXT X71-13 OR 3 GLASS TYPE 10 (ANNEALED), GLASS TYPEGLASS TYPE 11�EMPEREDY -110.0 +80.0 -109.8- cLAssTYPEse-1s -110.0 +B0.0 105.8• 'MAY NOT BE USED WITH INTEGRAL FIN '-1 W.0 FOR GLASS TYPES 8-13 6 15 FRAMES 1311(r NOM. �--`I- GLASS STACK AIRSPACE '090'80 AIRS 13N0' NOM. GLASS STACK -.09G SG IM AN OR _ TP GLASSimr HS GLASs 3/1e'*AG TPLASS 31 74 3'OR 1 NONLGLASSBITEER �1�ORt/2' OR TE 1a 70.73�� V3�OR 3 GLASS TYPE 12 (ANNEALED GLASS TYPE 14 (ANNEALED] GLASS TYPE 13__LMPERED) GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • • ••• •• ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 n, O O O O Q S W a =U R J n t~A GZ c cn m ¢ L3. g • & z LU ° CC ? 0 Vl nws _ W o 0. N c2 3 w i ¢ o LYNA( at- F' NO sB7os %3 71 :' * - i: ' �s'•. ORIOP. ZONAL LSN G'I% A LYNN MILLER P.E. P.E.•58706 TABLE7:Sas Glass Types: 1. 4, 5 Sash Design Pressure (ibs/ftz) for XOX Windows Meeting RBII: S Overall nth Width Configuration Range (in) 21.1/8' Overall Hgt. 29' Overall Hgt. 37" Ovemll H9t. 49" Overall Hgt. 55' Overall Hg 63" ra0 Hg . -1/1/2-1/1 12.038-12.052 +MD -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 .60.0 0 44" 12.053 - 15.008 +80.0 60.0 +80.0 60.0 +60.0 60.0 +60.0 -60.0 +60.0 -80.0 +60.0 60.0 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +6D.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49 13.303 - 16.675 +60.0 -60.0 +6D.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 12.038 - 14.333 +60.0 -60.0 +60.0 60.0 +60.0 6D.0 +60.0 -60.0 +60.0 60.0 +80.0 60.0 53.1I8' 1 z-1/a 1 3 14.334 - 18.050 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 '/a-'/= '/a 11038 - 16.302 +60.0 60.0 +B0.0 60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 61 18.303 - 20.675 +60.0 -80.0 +60.0 60.0 +60.0 -60.0 460.0 -60.0 +60.0 60.0 +60.0 60.D '/4-'/2-�a 12.038 - 20.062 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +80.0 60.0 +60.0 60.0 +60 -51.9 76" custom 20.053 - 22.185 +80.0 80.0 +60.0 60.0 +60.0 .60.0 +60.0 60.0 +60.0 -60.0 +80.0 -60.0 22.186 - 25.675 +60.0 -80.0 +60.0 -60.0 +60.0 •60.0 +60-0 60.0 +60.0 -60.0 +60.0 -60.0 "-24.082 +60.0 -w.0 +60.0 -60.0 +60.0 -60.0 +5&2 -58.2 +53.9 -53.9 +48.7 48.7 92-118" custom 24.083 - 26.185 +60.0 -60.0 +60.0 .60.0 +60.0 .80.0 +60.0 -80.0 +60.0 60.D +57.8 -57.8 1/3_Y3-' 3 28.186 - 31.038 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 ya-1/?/, •" - 25.302 +60.0 -60.0 +80.0 -60.0 1 +60.0 -80.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 97" custom 25.303 - 27.185 +60.0 -80.0 +60.0 -80.0 1 +6D.0 60.0 +60.0 60.0 +60.0 60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +80.0 60.0 +58.6 58.8 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 .60.0 +60.0 60.0 +60.0 60.0 1 +59.8 -59.8 +51.3 -51.3 custom 29.188 - 31.038 +60.0 60.0 +60.0 -MO +60.0 -60.0 +60.0 60.0 +60.0 60.( +52.5 120" 1 a-/r a '• 31.038 60-D +60.0 -60.0 +60.0 60.0 +58.2 -58.2 +53.9 -53.1 N.NN}.'SCH WIDTH (FLANGE WINDOWS) = sa.�u-M. Z�.- •- MIN. SASH WIDTH (FIN 8 EOUAL{.EG WINDOWS) • OVERALL WIDTH- 58.824 z NOTES_ 1) OVERALL (TIP TO TIP) OIPENSICNS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT('FROM THE TIP -TO -TIP OIAIENMNN THE TABLE TO OETE1iMINE THE WNOOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND VETO THE NEXT AVAILABLE SIZE. .090, PV .-116-AN GLASS •t18' AN GLASS GLASS SITE EX_ER199 7a GLASS TYPE 13116' NOM. GLASS STACK AIRSPACE- 1 .090'PVB 7.1 118' AN GLASS + I 118" AN GLASS 31 74 1-\1�OR 1& 1R-NOM. GLASS enE EXTERIOR I 70.73 oR 3 GLASS TYPE 4 13116' NOM. �- GLASS STACK AIRSPACE 09e' PV8 118"TPif� ... .A-- _ l�'uHu11� I;] L tm NON. v ylj ��'1{L GLASS SITE EXTERIO 70.73 �o' GLASS TYPE 5 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W m 2 O My r, >- ((e2 1� alo0 0 OR j ° L+ Z w -� a M U u co r� r N r> oZ Z (K m J Q Ir CvNl1) INNS S W z Z U Q Q = , %`% %Y1LYNA( O No. 68705 c . ST OF IO (CS'••F1ORIOP,.•'GN 'ONAL 00" `.�. A LYNN MUM PE. PEA 58705 Overall Sash Sash Width Glass Types: 2, 3 Pressure (Ibslftz) for XOX Windows Width Con-potatioLR Meeting Rail: Standard artAe M) 21-118" Overall Hgt 29" Overall Fgt. 37" Overall Hgt. 49' Overall Hgl. 55. Overall Hgt. 83" overul Ho. 44" Ya-% % 12.038 -11052 +65.0 80.0 +65.0 -11H +65.0 -80.0 +65.0 40.0 +65.0 .80.0 +65.0 -80.0 Y3-Y3-% 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +85.0 $0.0 +66.0 -60.0 +85.0 -80.0 41r Y4-- Y4 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 -W.0 13.303-18.675 +65.0 -80.0 +65.0 �0.0 +65.0 80.0 +65.0 t10.0 +85.0 80.0 +85.0 80.0 1� Ya--Y-% 12.038-14.333 +65.0 •80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3Y3Y3 14.334-18.050 +85.0 80,0 +65.0 80.0 +65.0 80.0 +85 0 80.0 +65.0 80.0 +65.0 80.D 12,036-18.302 +65A -0.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3Y3Y3 18.303-20.675 +65.0 -80.D +65.0+85.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 12.03�20.052+65.0 -80,0 +85.0 -g0.0 +g5,0 -60.0 +65.0 -80,0 +65.0 -g0.0 +65.0 -g0.0 75- custom 20.05 -80.0 +66.0 :00 +65.0 80.0 +85.0 -80.0 +65,0 -80.0 +65.0 -80.0 1/3-1/r�/a 22,18 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 16-Y4 -" -24.D82 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +85.0 -80.0 +850 80.0 92-118" custom 24.083-26.185 +65,0 -W,0 +g5.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 Y3 Y3 26.786 - 31.048 +65.0 -W.0 +65.0 -80.6 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 Y4--%%4 - - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 �0.0 +85.0 80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Y3-Y3-1/ 27.186 - 32675 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 Y4-% Y "-28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.o -80.0 +65.0 -BD.o 109" custom 28.303-30.185 +65.0 �0,0 +55.0 80.0 +65.0 -8Q0 165.0 -80.0 +65.0 -80,0 +65.p -80.0 1/3-Ya--1/3 30.186 - 36.675 +65.0 -80.0 +65•0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -29.463 +65.0 -80.0 +65.0 -W,0 +65•0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-W custom 29.464 - 33.186 +65.0 .60.0 +85.0 -05.0 +g5.0 -80.0 +65 O -80.0 +65.0 80,0 +65.0 -00.0 Y31/3-1/3 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 1; �/2-1/4 31.062 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8O.D 120' custom 31.053 - 33.185 +65.0 -W.0 +65.0 80.0 +65.0 90 +85.0 -80.0 +65.0 -80.0 +66.0 -80.0 'LEM JRu custom wntu .e, ..�.... 33.188 - 38.222 ,._....�..�- OUFIPAII +65.0 WInT �0.0 ueu +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +85.0 -80.0 2 "41N. SASH WIDTH (FIN dEQUAL-LEG WINDOWS) = OVERALL WIDTH -57±55 2 NOTES; 1) OVERALL (TIP TO TIP) DIMENSIONS SHO'NN, FOR INTEGRAL FINAND EQUAL -LPG WMOWS, SUBTRACT I'FROM THE IF-TD-TIP DIMENSION BJ THE TABLE TO DETERMINE THEWNDO W SRP. 2) FOR SIZES NOT SHOWN, ROUND V-P TO THE NEXTAVAN.ASiLE ME. .090" PVB- Ve-NS GLASS 118' HS GLASS 30 2a 112" NOM. GLAS}SS BITE �� 1 74 32 GLASS TYPE 2 3M Ir AN GLASS .oso• PVB 30 a 311 r ANGLASS 23 �L 112' NOM OlASB B!T'E a-,XTERIOR I 74 GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LY/V v " No.5a705� ATE40 /1,11111110, A LYNN MILLER, P.E P.E• 56705 TABLE 9: Glass Types: 6, 7 sh Design Pressure (ibsfle) for XOX Windows Meeting Rail: Standard Fi Confgulation Range (in) 21-1l8" OvaraN Hgl. 29' O%erall Hgt. 37' Olerail Hgt. 49. OLerall Hgt. 55" OLerall Hgt. 83" OMarall Hgt. 1 1 /a-/2-/a 12,038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -0 80. +65.0 -80.0 44" 12.053-15.008 +95.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 1 + 1 /a-/2"/a 12.038-13.302 +65.0 -8D.0 +65.0 -80.0 +85.0 -B0.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +85.0 80.0 +65.0 -80.0 +65.0 80.0 12,038 - 14.333 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +85.0 80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 14.334 - 16.050 +65.0 �0.0 +65.D -30.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +66.0 80.0 12.038 - 18.302 +65.0 �0.0 +65.0 -80.0 +65.0 80,0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 61" 1/3-�a-r/S 18.303 - 20.875 +85.0 -8D.0 +85.0 -80.0 +66.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 1/a-1�z-%a 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 80.0 +85.0 -80.0 +65.0 -72.9e 20.053 - 22.185 +65.0 80.0 +65.0 80.0 +65.0 80,0 +85.0 80.0 +85.0 80.0 +65.0 80.D 76' Custom 1/s 1/s �/a 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +68.0 80.0 +65.0 -80.D +65.0 80.0 1/s-T �a `• - 24.082 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1 A +85.0 -87.5e 24.083 - 28.185 +".0 �D.O +85.0 -80.0 +85.0 80.0 +85.0 80.0 +85.0 80.0 +65.0 80.0 92-1/8" custom 1/3 1/� 1/a 26.186 - 31.048 +85.0 •80.0 +65.0 -80.0 +65.0 +85.0 -80.0 +65,0 -80.0 1 1 1 /4-/2-/4 '• 25.302 +85.0 80.0 +85.0 -80.0 +65.0 -80.0 +65.D 80.0 +85.0 -74.1A +65.0 67.5s 25,303 - 27.185 +65.0 -80.0 +85.0 -80.D +65.0 $0.0 +85.0 80,0 +65.0 80,0 +65.0 -77.9 97" custom 1 1 1 /9-/3-/3 27.186 - 32.075 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 1 1 1 •• - 28.302 +65.0 -80.01 +65.0 -80.0 +65.0 -80.0 +85.0 80.0 +65.0 -74.1A +65.0 $7.58 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.D -80.0 +85.0 -80.0 +65.0 -72.0 109' custom 1 / 30.186 - 36.675 +65.0 80.0 +65.0 80.0 +B5.0 -80.0 +85.0 8D,0 +85.0 D0.0 +85.0 75.8 1/s-1/2-1�i •• - 29.463 +66.0 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +85.D -74.1A +85.0 $7.5e 29.464 - 33.185 +65.0 -80•0 +65.0 -80.0 +65.0 80.0 +85.0 B0.0 +85.0 80.0 +85.0 70.6 113-5 9' custom - 33.186 - 38.222 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 +B5.0 80.0 +65.0 76.9 1 1 t /a-/2-/a •' - 31.052 +85.0 -60.0 +65.0 -80.0 +85.0 -80.0 +65.0 �0.0 +65.0 -74.1A +65.0 •67.58 80.0 +65.0 -75.7 +66.0 BB.4 120' custom 31.053 - 33.185 +65.0 800 +65.0 $0.0 +65.0 80.0 +65.0 33.188 - 38.222 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 80 71.3 custom ..... . u ca 1- "• 80.0 FOR FORG 4S TYPE 7 -MIN. SASH MDT%tFLA.NGE WINDWM • -2 - 2 •• AI1N. SASH WIDTH (FIN 8 EEO WINDOWS) •OffiS&L-Mbli• 57.516 2 N0im ,,OVERALL (71P To TIP) OIMENsIONS SHOWN. FOR INTEGRAL FIN AND OTLL-LE TO DETERMINE THE O £RE. MCT FRTIP-TO-TIP-TO-TIP THE P DIMENSION IN THE 2) FOR SIZES NOT SHOWN, ROUND JR TO THE NEXT AVAILABLE aIZE. • • • • • 4.756 FOR6LASJTYRE.7 • • • •• • • • • ••• • •• ••• •• • • • •• 1316' NOM. GLASS STACK AIRSPACE 0w PVB 3116• AN OR �1B• AN GLASS TP GLASS P ER10R • ••• •• ••• ••• • • • . .. • •• • • • • • • • • • • • • • • • • •• • • • • VY HO►L GLASS BITE GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) au 0 O1, N rio0 O M d F_ ZaZ O o =LL t� u�W rz U U O Z c � Q F 0 w o Z co Z rNo O F O n g uj u to C to !GV$ 2 w LL o Z 0- Cz9 rz ui pt. .... N y L•LCEN84° * No�587055 ATE F (U /O,LORID ONAL A. LYNN MILLER, P.E. ••• • • • ••• • • O1er;311 Width Sash Con5guratlon Sash Width Range (in) Design Pressure Ibs/fe for Windows Glass Types: 8, 10, 11 9 ( } Meeting Rail: Standard 21-118" Owlall Hgt. 29 Overall Hgt. 37` Overall Hgt. 49" 0lerall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/ 1/Z %4 12,038-12.052 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 1/-1/a-% 12.053-15.D08 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 49- 1/a-�/r%a 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 +80.0 -110.0 1/a-Y3 Ya 13.303 - 16.675 +8p0 -110.0 +80.0 -110.0 +8p,p -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-118" 1/ 1/ Y4 12.038-14.333 +800 -110.0 +80.0 -110.0 +80.0 •110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -1 t0.0 1/ 1/ % 14.334 -1&050 +80.0 -110.0 +60.0 -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 +800 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/7 %a 18.303-20.675 '+8D0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4.%-% 12.035 - 20.052 +80.0 -110.0 +80.0 -110.0 +60.0 -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 +60.0 -110.0 +00.0 -110.0 22.188-25.676 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %4?/?/4 " - 24.082 +800 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 �101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +t100 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 Y3-1/a 1% 28.188 - 31.048 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/4-1/-1/4 " - 26.302 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 1 480.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +800 -110.0 +80.0 -110.0 +80.0 -1 %0 +80.0 1 -110.0 +80.0 410.0 +80.0 -102.7 1/a 1/s-1/a 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 1/4- 1/ - 28.302 +800 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +800 -110.0 +80.0 -110.0 +90.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -97.3 Y3-1/a-Ya 30.188 - 36.675 1 +80.0 •110.0 +80.0 •110.0 +W-0 -110.0 +30.0 -110.0 +80.0 -110.0 +80.0 .02.9 1/4-%-% -' - 29.483 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0- +80.0 -101.0 +80.0 -90.51 113 6/8 custom 29.464 - 33.185 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 Ya-%a?/3 33.186 38.222 +80.D 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.6 -92.3 yz-% *' - 31.052 +80.3 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +00.0 -101.0 +80.0 -90.5 1�" custom 31.053 - 33.185 +SO,D 11(10 +80.0 -110.0 +B0.0 -110.0 +80.0 •110.0 +80,0 -102.9 +80.0 91.5 custom 33.188 - 38.222 +80.0 -110.0 +80,p -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.) +80.0 90.6 --min.,V%4N UFH(FLANGEWINDOWS). 2 "MIN. SASH WIDTH(EOUALLEO WU40GM" OVERALLMTH-37.558 2 ram' 1) OVERALL UP TO TIPI DINENMONS SHOWN. FOR EQUAL -LEG WINOOVA SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN TWETABLE TD DETERMINE THE WINDOW Site. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE 312E • 3AVANGLASS .ODD' 8G 3/1 r AN GLASS 30 1!Z" NOM. GLASS SITE EXTERIOR a GLASS TYPE 8 13115" NOM, GLASS STACK AIRSPACE WO'� 1/8•AN OR TP GLASS _ �L,3n B"AN GLASS MERINO - •• ••• • • • • • •• •• ••• •• • • • •• • ••• •• ••• ••• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPE 11 (TEMPERED) GLASS TYPES • -15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES m S2 C1 o fn CON g DI'G D: � (� z z ED :W ' o `z "e Z av o z v $ w 777 o' 0 a o w Co IV 7 0 ,. �i O 5 = w a a 0 z z n U ti u O oAtt 'iu -i 5 �YIVAI •' EHSF `* No. 58705 AD A LYNN MILLER, PE RE • 587W TABLE 11' Glass Types: 9, 12, 13. 14. 15 Overall Sash Sash Design Pressure pbslft) for XOX Windows Meeting Rall: Standard Conllguration WidWidth Range (in) 21-1/8 Overall Hgl. 29" Overall Hgt. 37, 6verell Hgt. 49" Ovelafl Hgt. 55" Overell Hgt. 63" OverallHgt. %a-1/rt/4 12,038 - 12.052 +80.0 -110.0 +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �• 1 1 +/ /3-/r 3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +S0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-/r�/a 12.038 - 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 49P 1 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 t 1 /4'/2-/4 12.038 - 14,333 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-118- 1/y //r1/a 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +60A A 10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11 D.0 1 1 1 /4-/r� 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 61" �r1/�?/3 16.303 - 20.875 +80.0 110.0 +80.0 -110.0 +8p.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110:0 1/4-1/r1/a 12.038 - 20.052 480.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 110.0 +80.0R .0 +80.0 -110.0 +80.0 -110.0 +9D.0 -110.0 +80.0 -110.0 22.186 - 25.675 +80.0 -110.0 +80.0.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 1 1 /4-/2-/4 •' - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -708.7• 92-118" 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/s /r1/s ii•188 - 31.048 +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 1 1 /4'A-/4 •• - 25.302 +80.0 -110.0 +80.0 -110.D +80.0 -110.0 +90.0 -110.0 +00.0 -110.0 +80.0 -106.7• 97- custom 25.303 - 27.185 +80.0 -110.Q +80,0 - 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -i 10,0 +BO- -110.0 1/3 /3 27.186 - 32.875 +BO.D 110.D +80.0 -110.0 +SD.O -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 1 1 1 ' •• - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -106.7• custom ID9" custom 28.3D3 - 30.185 +80.0 -110.6 +BO.p -110.0 +80.0 -170.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 30.188 - 36.875 +80.0 -110.D +80.0 -110.0 +BD.O -110.0 +80.0 -110.0 +S0.0 -110.0 +80.0 .110.0 1/a-1/r1/4 •• -29.463 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1135/8" custom 29.484 - 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 %2?/r1/3 33.186 - 38.222 +80.0 -110.D +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 1/ 1/ /4- r ° •• - 31.062 +80.0 -110.0 +80.0 -110.0 +80.0 -1 %0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 120 custom .53 - 33.185 +80.0 -11D0 +80.0 -170.0 +SO.D -110.0 +80.0 -110.0 +8p,0 -17o.0 +80.0 -107.8 custom �33.01W- 38.226 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 .. ••I10.0 FOR GLASS TYPE5 9, 12, 13 3 15 "MIN. SASH NAOTH (FLAB WINDOWS)` ��`"1-•1.w- 2 •• MIN. SASH WIDTH (EQUAL -LEG WINDOW) SOVERALL WIDTH-5T 55S 2 1q?E.� 1) OVERALL (TIP TO TIP) DIMENSIONS SHOMRI. FOR EQUAL -LEG at,TOWS, SUBTRACT V 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. GLASS I rri NOM. GLASS BITE GLASS TYPE 9 i YIV NOM. GLASS STACK AIRSPACE I OW 50 IW AN OR TP GLASS f ItOW HS GU53 Ire NOM. GLASS Brr EXTERIOR 10r16" NOM. GLASS STACK AIRSPACE ON, SG L1�AN OR 116'HSGLASS TP GLASS 1!C NOK GLASS SITE EXTEFUOFj L! • • • • • • • 55 YP•S8.is • •! • • 7a73 Oft • • NTHNINTECRA 01 • • t tASS TYPE 14 (ANNEALED) • FRAMES GLASS TYPE 15 (TEMPERED) • • • • • ••• •• ••• • • • • • • • • • •• • 0% • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m � LU DIDQ `� Q Om W Z z O LL r� e Lu n Z LU N or oZ Z cc LU w p O It W a1 N a O = rn W NDV> o 2 U 7 W Z a o DL'1 ��c>0 ca.ns klil .,`L Op1Y I LYIVIV �� •t�: GEN •4Y vt * : NO.58705 O AJ ��: ��CCS'•.FCORIOP.. •'• ��: G� 70MAL A. LYNN MILLER, P.E. P.E.• 5aM5 TAIL C .L 0 all verWW h Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7 Meeting Rail: Standard 22-1/8" Overall Hgl, /37' Overall Hgt, 49" OveraN Hgt. 55' Overall Hgt. 63" Overall Hgt. Head & SIN I Head & Sill Head & Sill a E Head & SIII > Head &SIII > 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 26' 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+C1+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+C 2+1 2 1+C2+1 2 1+C2+1 13 1+C2+1 3 1+C3+1 • 13 TAIL r "'1 Anchor Quantities for XO & OK Windows Glass Types: 8 thru 15 Meeting Rail: Standard Width 22-118" OY=N Hgt. 3T' Overall Hgt. 49" Overall Hgt. I ST OverTilt Hgt. 63" Owd Hgt. Head & SO Head & S.l Head & SIN Head & S:3 a Head & SIII 20" 1+C 2+1 2 1+C 2+1 12 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 41r 1+C2+1 2 1+C2+1 2 1+C2+1 13 1+C2+1 3 1+C3+1 3 61" 1+C2+1' 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+( +2 3 2+C3+2 4 TAwI C Id• GUiDE TO USING ANCHOR_ QUANTITY TABLES FOR XO/OX WINDOWS: ANCHORS I4ANCHOR3 AT THE 2 ANCHORS AT TTH CENTEREDATTHE e1 THE SASHMEETM RAIL THE FIXED LITE JAMB 23'Max, o.a 9"MAX. 22k"\— MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12• MAX. o.C.e' MAX. D.C. --y �— 2-ANCHOR 3-ANCHOR CLUSTER DETAIL CLUSTER DETAIL Anchor Quantities for KO & OX Windows Glass Types. 8 thru 15 Meeting Rail: Heavy -Duty Width01 22-1/8. Oventl HgL 1 37" overall Hat. 49" Overall Hgt. 1 55' Overall HgL 63" Overall Fiat. 1 78" Overall Hgt. Head & SCI j Heed & Sill Head & Slli Head & SiU Head & Sill E Head & Sill E m 20" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 4 25" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 4 3T' 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C3+1 4 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 12 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 67' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 76- 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 4 MAX. O.C. •• ••• • • • • • • • • • • • • • •4.4NCMOR • • • • • i • • i • • • dutTEi2��TAIL 4 NOTES• ••• •• ••• ••• • 4 • • 1j)VERN.L(T�P'r�Tla)DIMENSIONSSHONRJ. FOR EQUAL -LEG • • • • V•NDOWS, SLJWRAC71' MOM THE TIP•TO•TIP DIMENSION IN THE TABLE 5 • • • • • TO OETeRMIRE THE NWDSW SIZE. • • • • • • • • • • • • • • 2};OR WM3 N15T SHOVM, ROUNDUP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LIJ �2_ Q o ,% d J N � Z O O _ zW Jig U uUi 'a O t>yJ o y ? y UU to 0 O z .s a 2 Z j C3 Q z ``1111111 I I l I r r l�/ �,lv N0.....Y �ay `1t No• 58705 :�p S 41j 701VAL ENG``• 'rr/ll1111111\ A LYNN MILLFA. P.E. REN Sa705 TABLE 15: Glass Types: 1, 4, 5 enchnr ouant)Hes for XOX WIndowe MrHnn RufL• st-ndaul Sash Ovawl Sash Width 21.18'�' O.erell HgL Width Conigurallon tripe (in) Head & SSU 29" Owral Hgl. 37" Overall Hgt. e n=!HL.Wd Head i SIR Head 98 Sill 49•' Oveml H91. Head SigU 55" Overall Hgt n 63" Overo11 Hgt. 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SASmWDTH(FLANGEWIN00WSl1 '� `"-•7 '-�'"` V ^MIN. SASH WIDTH ((EQUAL -LEG WINDOWS)' rlVFRAL 22 DTH-58924 NOTES' 1) OVERALL (Tip TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THETIP-TO-TIP DOAFR310N N THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SEE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: P. 12" MAX. D.C. 2-ANCHOR CLUSTER DETAIL CLUSTER OF 2 Al ' 3 ANGHOI i ANCNOR AORS T CENTERED A77I1E CENTERED AT THE IJNTMV9 THE SASH MEETING RAIL 7 ANCHORS AANCHORS T MEETING RAIL 7HE FIXED UTE 22-12" MAX. 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BASH MOTH (EQUAL -LEG WjfZOY1Si . 9—VERALLVMTtj JU51+. 2 NLwsi 1) OVERALL (nP TO TF) DMENSIONS SHOV M. FOR EOUAL-LEG WINDOWS, SUBTRACT P FROM THE TIP -TO -TIP OMENWN IN THE TABLE TO DETERMINE THEVANDOW SIZE 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVARABLE SIZE • THE • 22-1rr &AL 0. 9-q,w: • 12' MAX. O.C. (7-7 2-ANCHOR CLUSTER DETAIL B' MAX. O.C. —�••� r— '. /// 7//// 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: ANCHORS 3ANCHORSAT CENTEREDATTHE JAMB T1iE FIXED LITE M., • 1ANCHORAT i- •�i-- 12- MAX O.C. THE SASH e , • - X r 'MAX. IGgwL• • REPEAT ANCHOR PATTERN AT SILL • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O o 0 7 0 Z W Z o 2 7WC 111W !- > r rn o Z wo�q F L 0 -Z 0 2 zd 0 > C" 0 fi v tr LYN1v �'.,. * N0.58705 *' �o 8? TA '• CORIDP:' \�� /10Na� 11k�`G�• A LYNN MRLER. P.E. REA 5a705 rABLE 1' Glass Types: S. 10.11 Anchor Quantities for XOX Windows Meeting Rail: Sterldrd Sash Width 21-1J8" Dverall Hgt. 29" t> stall Hgl. 37" Overall Hgt, 49" Overall HqL 55" Overall H9t- 63" Overall HgL TW1d1hCond9;t:Ml0-n Rarge (in) Head & S11 E Head & Sill F Head & Sill m Head & Sill Head & Sill Head & Sill i2038 - 12.052 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/a_1/j.� 12053-15.008 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+ + 1/4 1/Z 1/a 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+02+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" 1 303-18875 1+C2+1+C2+1 1/3 1/r1/3 3. 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 12038-14.333 1+C2+1+02+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 53.118" '/r'/i '/a 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+CZ+1 3 1+C2+1+C2+1 3 1/4-Yr1/4 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 61" 18.303 - 20.675 1+C2+1+C2+1 1/s/r1/a 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 �4-+/ice/4 12038.20.062 1+C2+2+C2+1 Z 1+C2+3+G2*1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 20.053 - 22.186 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+CZ*1 3 1+C3+2+C3+1 3 1+p+2+C3+1 3 76' custom 1/s-1/r1/a 22188-25675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+--- 2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 -24.092 1+C2+3+C2+1 /lam/r 2 1+C2+3+C2+1 12 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 3 1+p+3+ptt 3 4 92-1I8" custom 24.083-2B.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+p+2+p+1 3 1+C3+2+p+1 3 1/r1/r1I 26.166 -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 1/4 /r1/a MX2 1+C2+3+C2r1 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 9T' 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+p+1 3 1+C3+2+C3+1 3 1/y_yr1/, 27.186-32.676 1+C2+2+C2+1 2 i+C242+C2+1 2 1+C2+2+C2+1 2-1+G2+2+C2+1 3 i+p+2+p+1 3 1+p+2+p+1 3 1/41/2'I4 -- "2� i+C2+3+C2+1 2 14C243+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 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+CZ+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 109" custom 1/a 1/S 1/a 30.188-38.675 1+C2+2+1�+1 2 2+C2i2+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 1/e Yr114 •. .29.463 1+C2+3+C2+1 12 1+G2+3+C2+1. 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 3 1+p+3+C3+1 3 113.518" Custom 2D.4 •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+p+1 3 1+C3+3+C3+1 3 1/a-1/a-1/a 33.185-38.222 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 1/i -/r1/4 `+ •31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120 custom 31.063-33.1ti6 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+W+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 33.186-36.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+CZ+3+C2+2 2 2+p+3+C3+2 3 2+C3+3+p+2 3 2+p+3+C3+2 3 custom •' MIN. SASH WIDTH (FLANGE WINDOWS) - "' •2 - •• MIN. SASH WIDTH (EQUAL -LEG WINDOWS) • O'rcRd L WIDTH - 57 +k 2 NOTES: 1) OVERALL (T1P TO TIP) DMENSIONS SHONTI. FOR EQUAL -LEG WNDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION W THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN ROUND VP TO THE NEXT AVAILABLE SIZE 1r MA)L O.C. —r— ---+•-' 2-ANCHOR CLUSTER DETAIL B- MAX. O C.�— n 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ••1 INTHE AWWOR Ail REN'EIEDD A►TD A�Ii SA7 CENTERED AT THE dAMg • THE WHO• MIIEnKO RRlL • MEETING HAL • • E FIXED LRE 22-t!r A1A7C. OC�I — • • • • • 1 ANCHOR AT • •• MA>r •-•,�\{{ • • 1 - • • • 1r MAX O.C. THE SASH r----- 1 t M • • • • • • M TIliG R:L—: REPEAT ANCHOR PATTERN AT SILL • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W � 23 3 0 -fo0 (7 N Q g ,yt OWW $ Idj w U U J y n O Z Z K O � 14- O m • N 0 � zz � I as x a a o o zx o Z = T'ryIs 111n oil fff LYN �''�, '1,10ENSF'•��(�� �' * i N0.56705 0 %TE ' 1ONAL'e J �fl/lll 111\� A. LYNN MILLER. P.E P E 0 56T05 ovemll VNdlh Sash Canfiguralbn Sash width Rang• (N) AnchorQuanllHes for XOX Windows Glass Types: 9, 12, 13, 14, 15 M•Mkkg Rail: Standard ' Owral Hgt. F1+C2+l+C2+i 29' OwMl Hgt. 37• Cuval H9- Cr Overall Hill, b5" Owrall Hill. 83, Cxrall Hgt. d a Sill a Head & Sill a Head 6 Sill a FNad G Stu Head 8 Sill r Hood lE Sm 44" 1/i 1/r�4 12.038 • 12.052 2 HC2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �� �s !/i 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' 1/4 17038-13.302 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 31 1+C2+1+C2+1 3 %rYa•� 13.303-18.675 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 3 531/C �/� 1/r�� 12038 - 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 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" %? 12038-16.302 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 �3-/a -/i 10.303-20.675 1+C2+1+02+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"Yr% 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+5+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 .188-25.875 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 92-118'083 -24,052 1+C2+3+C2+1 1+C2+2+C2+1 2 1+C2+3+C2+1 z 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+4+C2+1 2 1+C2+2+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 - 28.185 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 a ,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 -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"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 Ys•1/3'% 27.186 - 32.575 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4!/i-Y4 " .28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 10ir 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+04+3+C4+1 3 Yi Ya !/ 30.188-38.675 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+03+2 3 2+C4+3+C4+2 4 Yi Y . 29.463 1+C2+3+C2+1 21 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+C4+4+C4+1 3 113.5l8" 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+C4+3+04+1 3 Yrl/a-1/ 1 33.188-38.222 2+C2+2+C2+2 2 2+02+2+C2+2 2 Z+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 !/r�43 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' cuatam 31.053-33.185 1+C2+3+C2+1 2 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+C4+4+C4+1 3 custom 33.186-38.222 2+02+2+C2+2 2 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+C4+3+C4+2 4 2 •• MIN. SASH WIDTH (ECUAL-LEG WNOom) • 86LL-ATM - 57_.r 2 NOTES: 1) OVERALL (TP TO TIP) DWENSIONS SHOIM+. FOR EQUAL -LEG WINDOWS, SUBTRACT I'FROM T1E nP-TO•TiP DIMENSION IN T.IE TABLE TO DETERMINE THE W1N00W SQE 2) FOR SAPS NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTRY • • • • TABLES FOR XOX 1HO WNDOWS: THE W • 22.1tP NIAX.� v MAX. • CLUSTER OF! ,} Is AIICHIR,S • 12'MAX.O.C. 16�[7 2•ANCHOR QLUSTER DETAIL B'MAX.O.C. --� r— 3-ANCHOR CLUSTER DETAIL 4"MAX, O,C. —� r-- 1 7 4-ANCHOR CLUSTER D"-TAIL 2 ••• CLHMEETWO SMICHOI IN THE 3 ANCHORS ATTHE FI•ED WECHOR AT12•MAE SASH Ir MAX, • • ' • • = —T t: o . I • MEETA RAIL REPEAT ANCHOR PATTERN AT SILL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CO D O N N •M 0 Q p Z W O 1�1 �Z 0Z S Mo 'tl Z W 3 � O v t 5 O 0 s 1,- 7 Q Q LYruNr''�.. �ICEN@F'•, �� A NO.56705 t S A LYNN MILLER P.E. P.E• 5a705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME MO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. E'OGEDISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEJCCMMU. VC MAX. SHIM �•�I I - SEE TABLE EMBEDMENT I I NOTE B, FOR HEAD TYPE EDGE SASH VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2. THIS SHEET. 1l4•BSHIX O EMBEDMENT DISTANCE ++ FIXED VISIBLE P./NCHOR TYPE,UGHTWID'MBEDMENT AND EDGE STANCE PER SUBSTRATE, E TABLE 19.83 EXTERIOR 12"LENGTH, CENTEREDABOVE SASH 16 14 15 if TYP.ANCHOR'fYPE,EMBEDMENT ANDEOVERALL NADTH OISTANCEPER SUBSTRATE• SEE TABLE 19 HORIZONTAL SECTION A -A a NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) IBLE 11GHT GHT 4 t I 62 6"LENGTH•CENTERED AT MEETING RAIL. ANCHORED WITH (4) 18 SCREWB.(po60). HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLA22NG) BUCKS ONLY REOUIRED IF NOTFS: OVERALL HEIGHT IS OVER 63". 1) USE ONLY SUBSTRATE-APPROPRIATE/NCHORS LISTED ON AND EDGE DISTANCE LIMITS. TABLE 19. FOLLOW EMBEDMENT ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE �— OF THE WINDOW. i • EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE LESS THAN 1.lr2" T W CK ARE TO BE 1/4" MAX. , SHIM a ExTEFaOR TYP.gNCMOR TYPE, EDGE EMBEDMEMTANDEDGE DISTANCE DISTANCE PER SUBSTRATE. INSTALLATION OPTION 2 SEE TABLE 19. ANCHORED THROUGHFRAR DIRECTLY INTO CONCRETEICMU. VERTICAL SECTION B-B 19. ALL -- CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE 1.1r2-THICK OR GREATER, 1X AND ZX DUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD SUCK DESIGN • AND INSTALLATION 19 THE RESPONSBLfTY OF THE ENGWCER • OR ARCHITECT OF RECORD. • • 3) VISIBLE LIGHT WIDTH OR HE HT(ALSO REFERRED TO AS • DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADINM • EXTERIOR 1 MLAM1.OADE APPROVED MULLION, FBC COMPLIANT ALUMINUM6TEEL FRMIING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. EMBEDMENT EDGE DISTANCE • '+ 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 S NOTE B FOR HEAD TYPE. n.t n. Anchor Subetmte plylyp• Embedment F.- G. I.16" M12 Steel, AltA1t111taM80B8•TS•tln • • 3/8" 0.0PS •841 or440 BE Screw + St 1 0.063" In. • •y 0.04F 1 C 114' S. ;roAW CMU. (ASTM C-M 2-112" 1.114' t*F GsVFkX Soutnere PM(SG=0.55) 1" 1.3M" 114�6•.es1 reM .85 kt0 lYf9fdeled CMM (ASIM 2•y7 • I-V4" Ireton cu m PI S .SS • 777WIr ••• . . • • ... • . • • • • • • • • • • . •. .• . . . •. .. ... • . • .•• . • 114" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL D TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. L) MIN. OF 3THREADS IEYOND THE METAL iUBSTRATE. I) USE ONLY FLATHEAD ANCHORS IN HEAD AND mu- PANMEXfFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMSS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ]C W777 �[ C) o 00 0 C4 0,1 `o! 2 0 Z LL g a W 2 W R ` t• U L) d O o H LU F av > •" N O Z ? w CID 9 U. w 0 0 14 U. S JawS o � JJJJ F Z g d u < Z = J11�1 'JR Si•N' t�i1111111 ff I1 LYNAP "., * : No. 58f05 . (Ct i0,,'G�•' A. LYNN MILLER, P.E PE.* 58706 BUCK HEIGHT INSTALLATION OPTION 1 INSTALLATION OPTION 2 CANICHORED TALLATION OPTIO ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR DUCKSTRP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETEICMU. HROUGH FRAME AND IX eUDKSTRIP ETE/CMU. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 114' MAX. SHIM _ . ON EMBEDMENT EDGE ° OSTANCE • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE ,•. . DISTANCE PER SUBSTRATE, SEE TABLE 2D. /.ED TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 6 NOTE B FOR HEAD TYPE, S' LENGTH. CENTERED AT MEETING RAIL, ANCHORED WrFH (4) SCREWS. {p/ SO) ON_Y REOUIRED IF SUCK HEIGHT IS OVER52' W U I BUCK WIDTH HORIZONTAL SECTION A A (SHOWN WITH LO. GLAZING), HORIZONTAL SECTION C-C (SHOWN WITH MONO, GLALNG) 1) USE ONLY. SUB3TRATEAPPROPRIATE ANCHORS LISTED ON TABLE 20 FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. EMBEDMENT 2) MA'ONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-1lr THICK ARE TO BE CONSIDERED I INSTALLATION& 1X WDOD TXTERIOR SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EDGE a TYP. ANCHORTYPE, WOOD BUCKS DEPICTED AS ZX ARE 1-1ITTHICKOR GREATER 1X DISTANCE EMBEDMENT AND EDGE CE?0R F£MMM7E' D6TANEETABLE AND 2X BUCKS TRANSFER LONGS IENTO USED) E 6 UCTURE.DE1MD00 BUIDESIGNED 7 DESIGN PROPERLY Q INSTALLATION OPTION 2 S AND INSTALLATION IS THE R99PONSIBUN OF THE ENGINEER I . ANCHORED THROIX;H FRA1,gE OR ARCH. I OF RECORD. • DIRECTLY INTO CONCRETEICMU. • S) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS VERTICAL SECTION Ft -Ft DAYLIGHT OPENING) 13MEASURED FROM BEADING ToSEAD;NG. r MINMI-WE APPROVED MULLION, Faa COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 2D. Anchor SU6elIr• MYL Edp Mln. • • • • • • Dmt&ft Em6admenl z �1w. • oM I (S Pa ) +—• Y7,i 1.i1S' lftor4l AI n M6.0 S(/' 0.06Y' " • • 1.30 fled• • 3!S'• 0.083' f .33M 0.04s- (18 Gr) 114' 410 SS ftft S.SS ka CmfeFkx CMU, (ASTM C40)7 Soul Ply IioG10-5p • • 1' • 1-34r Cmcmto (mlmt.85 kaq •1' 1.3l8' •LXt000n MU. STM 2-0 • • 1.1/4• • • • • I lvrl ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISTANCE TYP, ANCHOR TYPE, EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 20 6 NOTE B FOR HEAD TYPE 114' MAX. SH1a1 INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL �TYP. ANCHOR TYPE, EMBEDMENTANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF S THREADS BEYOND THE METAL SUBSTRATE B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL PANNEIGFLAT HEAD LS ALLOWABLE FOR CHORS IN THE JAMBS. C)-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. � a u° o U7 aI t, N 0�8 g O w g i W E H Z OM O yQ N a W IaWS x O U Q Z S RI.1 ':Sa(J LFs YYlll{11 lII rIA' ....... � LICENS N0, 58705 r . ES A. LYNN MAZER, P.E. P.Et Elms INSTALLATION OPTION 5 ANCHORED THROUGH FlN INTO 2X EDGE WOOD FRAME ORBUCKSTRIP DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDG. DISTANCE PER SUBSTRATE, SEE TABLE 21. 1 EMBEDMENT DISTANCE L'-7 EDGE EMBEDMENT DISTANCE —`I L114' MAX. SHIM 12'LENGTH, CENTERED 2 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEUMENTANDEDGE� DISTANCE PER SUBSTRATE, SEE TABLE 21. VISI3E LIGHT HEIGHTSUCK 52 HEIGHT I ! INSTALLATION OPTION 5 EDGE ANCHORED THROUGH FIN INTO 2X jI��.,I� DISTANCE WOOD FRAME OR SUCKSTRIP. •! F+--- 114" MAX SHIM SASH VISIBLE LIGHT WIDTH EDGE DISTANCE EDGE DISTANCE 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSEE TABLE Y . I �jl 17 I ! EMBEDMENT � FIXEDVISIBLE LIGHT WDTH 16 Mom14 15 1/4' MAX. SHIM _� S2 T„ BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH LG. GLAZING) INSTALLATION 11 OPTION 8 (D NIx ANCHORED THROUGH O r _ U) INTEGRAL FIN INTO MET O W --- EXTERIOR �1111513W� � MWNI•DADE APPROVED MULLION, FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE (SHOWN -WITH GLAZING) PROPERTIES, TABLE 21. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. NOTESa 36 MAX SH, H„A 1) USE ONLY 6UBSTRATE,APPROPRATE ANCHORS LISTED ON TABLE FOLLOW EMBEDMENT AND EDGE DISTAA NCE LIMITS' ANY INSTALLATION OPTION EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF EXTERIOR THE WINDOW. a— - EDGE DISTANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT IALSO REFERRED TO AS DAYLIGHT Ji OPENING) IS MEASURED FROM BEADING EN�EDAtENT TYp ANCHOR TYPE. E1IAOEDMEN7 DISTANCE PER TO BEADING. • T Anetlar • Substrata Mfn, Edge Oktance Max. O.C. A'. Embedment •z•tJz' x .1t35Bo.NaB • 3�15x- No ( G•O.Si) 16' S" 2•7ri8' a x .131" NSPLORn P e (SG-0.55) N6' 5" 2-7/15" 2.1121/x .145'(ttoc*g 411 • Syl Pftl• ($�`0.6G) 316' S' 2-7118' - 2• x . • slufflRn PIMA(SEi=O.DS) 316• s' Zane• A70 Steel Ttusaaead Screw ol Ntz steel, 15-5 or 41O SS • • • i or•w • • • umwmm Pne (sue�0-5) 112' S' 1�JC 0.125' A"(Tum. 6=-T5 mh 5116" 51 O.DB" D sl Sn6' S" 0.05D' 01045" (1s G•) 5tsal 564, Cr. 33 min. Sn S" 5" 0.04Y INSTALLATION OPTION 5 AND1 w 3TH EA ON E I fT% • ANCHORED THROUGH FlN MO 2X SUBSTRATPAT E' SEE TABLE 21. 3) ANCHOR TO BE NSTALLEO WRHIN • ) WOOD FRAME OR SUCKSTRIP. 2•i!Y" OF FIN CORNER • • • • • • • • • • s • VERTICAL SECTION B-B . • . • • . . . . - . •• .• . • . •. .. St S LL 90i RI FZ 2 Q •oip roN O Z z z 0 Lu U. O � z O z Ipv 2 O � a q O z � j a z _ = n� m• * : No.58705 * _ Q� •.• ST TE F (CS'• F(OR%DI' •'�?: s11NA1 0 tE",.�. A LYNN MILLER, P.E. REA 53705 �— 2.724' -T- L 11W L'IF —Foor I Oi HEW. FLANGE FRAME Ok FIN HEAD. f--- 2124' O SILL FLANGE FRAME .06Y 22I 1t SASH PULL RAIL r— 2.724' —r{ V SILLINTEGRAL V FIN FRAME .170' I••�— 2,149• 1.300' (+-7-- + r oar T 1.300" f—e1.736' .low1 .1 Tw T .04V o +��....Lpp 1 --��.e1r��irF-t O 7HE'BFAO �Sfir BEAD ti SASH LOCK RAIL is SASH TOP & BOTTOM RAIL TABLE 22. MATERIAL PROPLRTES USED Fit ANCHORAGE CALCUTATIONM, Mdab1 I Ma F Ma F, stool sot 92 kd 120 kil I" Su E kll 25 kd 410 Scow WkW ,10 k41 EEo IA•0•t9 410 86 Ek• C•7sF•at 153 ksl tu.e kd 177 kkl 10k.7 ksl A36S9aM Wkd W k, (lr. 33 S,adSlud 33 ka 4 rk41 OHEAD. EQUAL 3 LEG FRAME 2.724" 3.151" O SILL, EQUAL LEG FRAME - ,Aea• Z71W oat• UJAME, FLANGE FRAME 1.24r I-- 3.906• — .oer m SILLADAPTER t( HD MEETING RAIL +6 STO MEETING RAIL SILICONE STRUCTURAL POLYISO• IW NOR SUTYLENE WITH DESICCANT EXT. GLASS WT. GLASS 70 KODI3PACE 4SG TPS HOT44-1LT : BUTYL -ti -0- SILK FOAM WITH DESICC,W EXT. GLASS --A Aar 2 78B• - -L O JAMB, INTEGRAL JAM , EQUAL LEG FW FRAME FRAME .040•-E 1 i1T —.-{ .BOB• �•"" 17 INSTALLATION HOLE COVER ��� �ij•77D' tk SILL TRACK L .00r 72Y ��.11la7��s�• �� tk WWOLOAD ADAPTER �-+- 1A4W •-a j JL18" S ANT4LIFT CUP I�f-If�7BT I" : 1.03r .045• — ma —. I oes" -- sSCREEN ADAPTER ®i IG BEAD t®10 SNAP BEAD •: R�•y, E • • •••YISOBUTYLENE DESLCCJWT FILL y(� SEAL 5J76' MOM. rY16• NOW • • • • • SILICONE BUM& 5A1B'NOM. SEALL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL • EV• GIASS • RINT&GLASS *EXT. GLASS YT. GtAS; • • Wr. GLASS SP4ql• 0,0 • a • _ • • 72 OURASEBL • XLEDGEn SPACER OSPACER ••• • • • a a • IL • •• •• 0.0 • •• •• ••• • • ••• • • w °D 44n o •w APO �89 �. zLL� � o Lu o LU (dtpp 1— {Z O >U (n LL J O O cco Li U) hays d O a wD: _ a aq' �y �•J ca�wg ��1(t1tSYI LyNAA��i c1�, • L4GENS� ��� •,�'i"O fA� ,LNG•• "IfIfA LYNN LfLLER, P.E Part# Description Makrial Akm,eoe3TsXU ASSEMBLY DETAILS FOR FLANGE FRAMED24039 saaase RnFrame Ah1tL �U2a040 Alert 0093.7E (OTHER FRAME TYPESA g Frame SIMMR) 924001 MFram• Frame92401T ���C.ONFlGVRATION3 �'�^•—n" t Rn Frame m Frame _ Alum. 0063•TO Carl See Sheet isfor Mateolale O ISt 61 ,I r �;► I�r 61 AN n K r �' �,1 41 39 91 61 40 • • • • -07 • • r • • INTERIOR 3B • • • • • • w • • e • • • • • • •N����� • • • • ww� • 1)ALVCORNEOTO USE GASKET AIDARSEALANT• 2) SOME PARTSIOPTIONS NOT SNONM ON DRAWING FOR CLARITY. • • • • • • • • • • • • • • • • • • ••• • • • ••• • • to a a f 3 �.a 14 O om U) woe Oa, Q' Oo '� Z Z o �� $ � � Aa IW— Z u 2hp oa$ 8 J 0 a O s °' s � p Q W lea = Z Q m Hut •�.. .nu:s rT Y hM � N LY N * . .N S670S %��•�tTATT,/ A. LYNN MILLER, RE P.Ea 11705 a SulINnnW W M IAM II -DADS MiAMi-DADS COUNTY I Mom 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 NgAgK�CEPTANCE (NOA) www.miamidade am/economy 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 ProdurAControl Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) resely tWright ...... to have this product or material tested for quality assurance purposes. If this prddwl dr material fails to .' perform in the accepted manner, the manufacturer will incur the expense of such testing and the AWmay ....:. immediately revoke, modify, or suspend the use of such product or material withiwke; jurisdiction RER • • reserves the right to revoke this acceptance, if it is determined by Miami-Dade.CieM ProeM.%utrol • • Section that this product or material fails to meet the requirements of the applicable bbtlflfig code • • ; • - • This product is approved as described herein, and has been designed to comply d6hD'tllg FlorZa.Bfiilding DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — • APPROVAL DOCUMENT: Drawing No. 7700 - , e uminum Single Ppg hAafl•(i,M)", • • sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sMedby Arodef;ynn • • Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the "Mee of Aeerce nL_-�aiLAPPrGw�by th Mi n+L-Dade County Product Control Section. and Small Missile Impact LABELING: Eac uru s a ear a permanen a e man acturer'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 aa 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. OA No.18-0430.06 MIAMHOD=AD F=piratinn 7)nte_ u , S�l�Otl$ Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM=D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS r :Ir 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 S) 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 afbn&ln sine hung window, prepared by Fenestration Testing Laboratory, Inc., TesrRBpott No. • • • FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Orfeli , T.E. • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • •.. 2) Uniform Static Air Pressure Test, Loading perMC.. TAS 20j i94 3) Water Resistance Test, per FBC, TAS 202-94.0..0 • 4) Large Missile Impact Test per FBC, TAS 201-�• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ; • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and 'TAS 202-94 • .0 window, prepared by Fenestration Testing Laboratory, Inc., Test Veports No-.: * 0 0 . FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 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 r rruOuct Cut Eau iucr NOA No. - 30.04 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 "TrosifoI® 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 6"1 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 manufacturer, � signed and sealed by Anthony Lynn Miller, P.E. ....' 3. Proposal No. 18-0005R issued by the Product Control Section, d&ed•0l/l j1$, Signed by Manuel Perez, RE • • • • • • • • G. OTHERS 1. None. .. • •• •..• *00000 Manuel er .E. } Product Control E er NOA No. 1 30.06 Expiration Date: August 23, 2023 E-2 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEN OMC 4ED 6 TESTED TO COMPLY WITH THE RLDAREMENTS OF TH ICANE mNE (FIVH�. ) SHUTTERS ARE NOT REQUIRED WHEN USED 1N WWO41ORNE DERMS REGIONS. ULATED GLASS INSTALLATIONS ADOV9 317 IN THE HVHZ, THE OUTBOARD ERE ( TFMPERED, USE ONLY ES 3 7, 12, 13 OR 1S. 3) FOR MASONRY APPLICATIONS IN MWA-GADS COUNTY, USE ONLY MIAMIDOE COUNTY APPROVED MASONRY ANCHORS. MATERIALB USED FOR ANCHOR EVALUATIONS WERE SOUTH=_RN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WIH MIN, KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-VT THICK ARE TO DE CONSIDERED /X INSTALLATIONS. 1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRCCTLY TO SUBSTRATE. WOOD BUCKS OEPICTED AS 2X ARE 1•IM THICK OR GREATER. IX AND 2X BUCIAS (WEN USED) SHALL BE DESIGNED AND SECURZO TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE PNGNEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFIC WT LCNGTH TO ACHIEVE REQUIRED MR EMBEDMENT, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING 6 FLASHIIA STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THILSE INSTRUCTIONS. 5) 1/4- MINI. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THEPROOIUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING A PLED LOADS. 7) DESIGN PRECSURES: A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING NO GLASS PER ASTM El=. e. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1309 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE RsOUIRED DESGN PRESSURE THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.$ LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS TWAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQURRENEJTS OF THE FLORIDA BUILDING CODE FOR CORROSION RFSISTANCE 9) METAL SUBSTRATE TO MET MIN. STRENGTH AND THICKNESS REOURENENTB PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18.7635.1 8 15H7535,x ELCO ULTRACON NSA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CDNSTRUCHON, ANS1AF&PA NOS B ALUMINUM OESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BB REVIEWED BY BUILDING OFFICIAL .,, iuuen, a CAGN r•. WAMRATIONS AND SHAPES {`^WIDTH WIDTH T —� WIDTH I•�— T >� L07r. RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR M11TH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARSE 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. 17-13l18" MAX. O.C. 17.314• MAX. 17.314" •, SEE O.C. SHEETS a 59 0. SEE SHEST8 a 8 9 EQUALLY SPACED ANCHORSPER TABLES 8It 7 EQUALLY SPACED ANCHORS PER TAFLLEae67 9-trr" MAX. (8" MAX. BUCK) 9.1l2" MAX. r (9"MAX. DUCp T 17-3l18"MWX. O.C. AAA) TIF 12-lM6'MAXOC. TC IGFILIG13•W76'MAX. O.C. F-1 + A 8 NOAN AT P TO TTP WIDTH I` WEEP NOTCH AT EACH END FOR TYP. FLANGE FRAM �ELEVATION 1ANTH EQUAL LITE CONFIGURATION NABLE GLASS TYPES DESIGN PRESSURE RATING IMPACT RATING VAR:E6 PER GLASS TYPE, LARGE 5 SMALL MISSAL SEE SHEETS 2-5 IMPACT RESISTANT —�--+-f D. SEE SHEET 10 C, SEF 52.118" MAX. BUCK WIDTH �••— 5'MAX. O.G 4-11/18'NWf. •--� } SHEET IO'F I� 0 ( I 83" MAX. BUCK Lf HOGHT 5" MAX J I r O.G I I C Olaa r• TYP• .w Description OAaNd from Exterior to Interior) DP Teble X 1 VBrAK .OLIO PVB, US' AN 2 2 1311W LIG: 115" AN CAP. AIRSPACE, 118" AK ,DSO" PVB. Itr AN 2 3 13116' LNG: 118" TP CAP, AIRSPACE. 1!S" AK .090' PVB, I78" AN 3 4 1/B' HS, .090' PVB, 113" HS 4 5 3H9' AK .09V PVB. 3l18" AN 4 6 13116" LIG: 3116" AN CAP, AIRSPACE, 11B" AN, .W PVS, 1/B" AN 4 7 13/18" UG: 3mv TO CAP, AL'TSPACE, VB" AK.OW PVB, 113" AN 4 8 3116" AN, .OBO" SG, YIT AN 5 9 3116" HS, .D90 SG, 3118" HIS 5 111 13116" LIU: 1/6' AN CAP, AIRSPACE, 1/8" HS, .OBO' SG. 11B" HS 5 11 13116" LNG: IV AN CAP. AIRSPACE, 3f16" AK .09T SG. uHr AN 3 12 1311V UG: 118' TP CAP, AIRSPACE, Mrs HS•. 11 " HS 13 13116' UG: 1/8' TP CAP, AIRSPACR 3116" AN, .MD" 38, 3N8'1N 1 14 IW UG: 3116' AN CAP , AIRSPA 1/B' S R1(S d 15 IGLUS" UG 3116' TP CAP. AIRSPACE, 1i9' HS, 4-11118" MAX. --j r' I- WEEP NOTCH AT EACH ENO ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE DETERMINE YOUR WINDOWS DES10N PRESSURE FROM TABLES 2-6. 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 8 7. 4) INSTALL AS PLR $MEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:OESIGN PRE36LRRE RATING DETERMINATION IS THE SAME Pogp E..6 FOR ALL FRAME TYPES (FLANCS. INTEGRAL FIN OR • EQUAL LEG81oX). • • • ... .. . . . .. SG•KURARAY SEIAIGLAS• INTERIAYER BY KURARAY AMERICA, INC. CODES 1 STANDARDS USED. PVB: KURAARAY TROSIFOL• PVB INTERLAYER BY •2017 FLORIDA BUILDING CODE (FSQ, 6TH EDITION • • SURARAY ALEb1i' i�' • • • • •ASTM E1300a 1N ANN� •ANSYAFSPA NOS-2015 FOR WOOD CONSTRU�TI4 • HS = HFAj=ENGIDENED • • • .ALUMINUM DESIGN MANUAL. ADM-2015 • • • TP.dEMVFRrop • • • • •AISI S100.12 • • • • • • • • • • • • •AISC WO-10 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES ..... _................ _........... _......__. 1 ELEVATIONS .... ... ................... ..__. __....._,_.. 1 DESIGN PRESSURES IGLAZING DETAILS.....,,. 24 ANCHOR OUANTRES._..._.._._...._,„.__..._.... S$ INSTALLATION, FLANGE .._..,_..._._..._.....__.....7 INSTALLATION, EQUAL LEG___...__..._._._._....8 IN-3TALLATION, INTEGRAL FIN.___ .......... -9 EXTRUSION PROFILES.................._...._....._...._.10 ASSEMBLY 6 PARTS LIST......_ ............................ 11 u > ,oa O o 2 g N � •Ic0 O � _ �LL8 S Z U) x 9 f` r Z 'L7`r F col2* a oZ $ z F :D _j O J •5 Z W ,NV 0 (A O Z j = Z or;y aca0 xeiay �."'0NYILYNN/j''',,� �� '��'.•' OCENBF'��C(_ * : No.60705 ,off(VZE 01 A T •. <S s TONAL A� LN`�` A LYNN MILLER, P.E. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . SUSS . 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YLTti •I:.O 410.0 .%0 -Ul +060 40.0 .5&0 4100 +6L0 -0OA '660 •aJ.0 i:.I •6l.0 .e5.0 -BOA 4f0.0 +66.0 +6L0 ffio -000 Cuaen 24.131. 25.Ti6 •L'.3 -00.0 0 4D0 +LS.Oi 4100 +OQO -000 +4L0 0 •6L0 -Bra" .24.130 •000 ffio +6L0 ffio +65.0 -0 -0 .00 +UO no +WO ffio +65.0 AO.D +55.0 {0. aSisn•.OProlen p CC to 20.131 .20.•3 •6L0 40.0 +060 'MO 400 ;WO -00.0 +6L0 4C0 +a5.0 ffio +86.0 0 -00+%0AO--a + O CulOn Bz. 1a m .20.130 o -no +Eo 40.0 .65.0 •60,0 .55.0 W..0 +660 ffio +95.0 4 .0 +WO 410.0 +BLO 40.0 UtiAltrn s,n /0.1]t•11.130 .6a.0 ffio •060 80.0 •65.0 41MO +05.0 4 +65.0 ffio +6a.0 -a:Lo +05.0 ffio +aLO 410.0 C7xi Sw 14.131 .16.170 +6s.0 -0D.0 .ILO 40.0 •RO -B0D .aLO 4100 .96.0 -000 +6L0 ffio +�.0 ffio +45.0 i:A Sl.lrtast 12464.14.150 +65.0 -60.0 +15.0 -00.0 •0L0 d0o +65.0 .I0.0 +650 •G".o M3.0 ffi.a +060 ffi.0 +0.0 410.0 E0rt4fe 31.164 +a5.0 -00.0 •66.0 -0D.0 +050 ffio +BLO ffio -no 40.0 +a5.0 ffio +QO 410.0 + 65.0 4f0.0 ta•t qae ffiAt•71.Ia3 +a60•Ro ffio +BLO d00 +66.0 ffio +6L0 41D.0 •6L0 ffio •LSO 40A +67.0 ffio 61sWid Pg4ew i5.79U4•2L130 +66.0 40.0 o +&I -no -WO 0 +51i.0 W.0 •F.0 20.0 +WO -00.0 +0.0 ffi0 Ctstan 9ks 2471-25.793 -MO ffio o +a00 ffio +B6.0 ffiO +QO 0 +a6.0 ffio -0J.0 .0 ffio ax Cut"3k. 22.131.24,130 +s&O Z 0 +660 -00.0 +BEG -no -00.0 +�.0 -no 40.0 cuCmwe 20.131.22.130 +a5.0 ffio o +650 -00o +66.0 ffio +aLo ffio +66.0 -00.0 +05.0 5.0 +BSA --KO l.utvnsW 1L1J1-20,130 +660 ffio O J�- +65.t 40A •a6.0 ffio +aLO ffio +BSA -0QO •6SA -00.0 +0lI.0 •7S.a paCm Eke 1L t31 • IL 130 H15.0 4C.0 .0 +6L0 ffi.O +05.0 ffio+6L0 ffio •6f.0 ffio +a3.0 d0.0 +%0 -73a 1J.194•-1513D +85.0 1D,0 .0 +Mt ffi.a +C5.0 •00.0 +L5.0 ffio +56.0 •W.0 .85.0 77,7 •Q0 •710 3L4N .65.0 -00D 0 +MG 41MO +OS.O -0J.0 W50 -60a +05.0 -no +MO •aD.O +45.0 1.00 +WO +0a.0 ffio +650 ffio •Q0 40.0 Cuemn F.tm 36IJ1•a .66.0 -a0.0 0.0 •No- -000 1C.0 +eba -MO a.e010Sk. 34.131.3L131 .86.0 -00.0 +65.0 -630 .a6.0 410.0 +640 MO +65.0 0 0 ffio +6L0 ffio +aLO a5.1 76' sWM•CPwe. 30.ig4-34.1. .0 •CDO +650 40.0 +65.0 ffio +ra.0 4100 •630 ffi.0 +05.o 4FO +t6.0 a61 Culan bla 3D.131.20.093 +a60 ffio .66.0 ffio +Q0 ffio +65D ffio .55.0 40.0 +66.0 -WA 0 -00.0 +WD 74A Cu.bm Slt. 23.131-3DAW +aa.0 ffio +fi50 4t0.0 0 •6a.0 +060 ffio +RO ffio +aa0 ffi.0 +M.O 4f0.0 +06A 727 9A•kst ]a.194••2L170 +66A ffio •06.0 ffio +65.0 -0DA +C5.0 ffio +610 4:00 H6.0 ffio +QaD 77 EWe 42464 +BSA ffio •BSI 4q,0 +M.1I •60A •55.0 410.0 +a o ffio +95.0 -WO +06.0 QaC.l airs 1a t31.42467 +06.0 -000 +6,i.0 -000 +65.1 ffi.0 •a5.0 -00,0 +a50 ffio +65.0 -no ♦00 -00.0 +-0 v4M 4DA +630 77.7 ig". -7e0 tK ay.+Oed Pm4e++ 34.t1N••DLUO •G5.0 ffio +a6.0 410.0 +QI 4C.0 •6L0 -00.0 +610 ffio +86.0 lie' TIP EXTERIOR a -MNIMUM SASH HEIGHT I+ -RI rtM1R:1+ wnn. 11 .. . MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOIAS IS BUCK HEIGHT- 46.391 MINIMUM SASH IICGHT FOR FLANGED, RADIUS TOP WMDOWS M TIP TOTIP HEIGHT- 49.606 MINIMUM SASH HEIGHT FDR INTEGRAL RN AND EQUAL LEG, RADIUS TOP WINDOWS IS: SUCK HEIGHT •43.806 • ••• •• ••• ••• • 1)TPTOTIPDIMENSIONS SHOWN. FOR INTEORAI.TW AND EQUAL -LE W.NDOWS,SUBTRACT V FROM THE TIP TO TIP DIMENSION INTHE TVLE TO QFEWMW THE gMIOCV SI� • • • • • • SO • 2) FOR SIZES NOT SHOWN. ROUND PE. TO THE NEXT AVAILABLE SR • • • • • • WILL COMlETELY I•T WfTHN. • 3) FOR RADIUS TOP WINDOWS. FLND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WNCH THE RADIUS TOP WINDOW • • • .. rn.nxnue- 7 4 I Ow S;LL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I GLASS GLASS STACK ow PVB :E !B"AN GLASS 75 GLASS BITE w 70-73 GLASS TYPE 3 Cl AN -ANNEALED TP+TEMPERED HS- HEAT STRENGTHENED r }Q S noH cl on O N IY m Z _ Z Z t1 Z LU W B U U C5 0 •.e n w Y AK c >� O O Z c1 J Z1a:v5 µI N O Z ¢O Z m O ¢ o m:q a ew i LYWA/'�,, OCENgF •. 'i No. 68705((5 �'•.• i CC�51'•.n2OR1D1!.••'G\�. ��' S TONAL 111100%•`w ALYNNII MP.E SOl09 tad U3T:W NNA V `tllll llll//jIJ/ x - 4jotMO jy�',Ssjl� i ' AL= SOt85'Wi ,.� O C 3 �z C � s cn .. 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OVa. rrzr•lalc Vwa/ msltla•p w►w+Ri OW 0'sw atl'u..rotu Wwa19 K O'Om, 0'9W ot/'ae-lel'a LrABtw•10 O'Or aw. telat-MV •A9 OOr 0'aW 0cl'M• omme He. a'tN WLw-«Lve Wle Nwl•O 0'd OSM mot-«lvt was waawo OOf OVW rwx •181w•9 OOr D'aW al'a-bawl Iwaou oar 0'w. at it•tn/t *>"wa1m ,q O1r ow. alvt-Inw w.0 say, OF ow Ow. a'w. ow. ala-ttt'a a{x_lnzt mie lnve _ 07s Leal •ArLw•rb •A9 ww0 Ohm, 019. Ws'u•lela •rlatw•p cam, osa. wu •I.rb3 o'ow D19+ al'H•MrvL to me oar a'fW l"t' •Lull •Af WMIV 0'a0• a -so. al-sl•LE11L m9 Wwji.o 0[r otW Ott as. W11L 0A sap tM9t•lt/Vt • ipm Ow. owl at K•VMoz 0LL1t•telle •wnw t•wWS •aB-W* 8 Ola. U Vg Ma"&A ow. oCL K. Vw I 1••faNa ovaf alit -Lervt s at awl•0 .w Ow, atll-letat aAe wom-o I am wt9t•L 9l •A6Lw.+j O9a. al -M a -Md PWAIS Ow. r4-K m cc oaa Ow. Ms'K "tot Ow. alll•Mru I•twa Ova. set t•ltl'K wag tld u 0'al. Ow. OWN - Is, It a091•ICI1l LrT♦e L g4ro szR Jr oae- alas, atvc-totK Oaa•LerLC -w-m ANPIm •alg LWWIJ oarDeal mu •vHs�V3 am al'rs-wit ISM-4 oor E.m. alvt-tttn aale elmv OOr tr/at-lnvL •aa mrn•o iw•aE 0'0Oage. teop•m-ft -rW.d moms am =It •RR•i Oa- 0or oar os0. agW twA�Vw2l tw91•/ Ill rwvt Iwr01Ia r•$ad MOMS, rt••e9 .le a'a@- I Ova• weat ewwbB .K wi-te k0l 0, (W wulw r wave •OLI•M MID J• aw8� L-Y aadRl rrr10 Lo141Lr41) wnsfud u6lr•O INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 1 EDGE_D.-B..T_AN—C - --T --�---ESSEE ANCHODTHROUGH FRAME 2CXI FRAME,- U(W810r0LP0 . I NO EDGE jl t; L DISTANCE 1 114, MAX SHIM — 1- 27 L - - - - ------L_-J i SEE TABLE NOTE B, FOR 30 18 HEAD TYPE TYP. ANCHOR TYPE, FIXXD EMBEDMENT AND %ls:5LE EDGE DISTANCE PER LIGHT SUBSTRATE, SEE HEIGHT TABLE Q TIP TO TP HEIGHT NO ANCHORS REQUIRED IN FLANGE OR EOLALXG FRAME SILLS TYP. ANCHOR TYPE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE S. USE EITHER 1 DKEPLATCH MI06PAN OR 2 aorIOLr LOCKS OPTIONAL H14ME SILL SHOVOL SEE SHEET IO FOR STANDARDSILL. 114"MAX. SHIM T VERTICAL SECTION B-B T INSTALLATION OPTION 2 ALLATION OPTION 3 ANCHORED TNROl16H FRAME CHOKED THROUGH FRAMEANO IX DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO CONCRETEICMU. EMBEDMENT S:E NOTE I, 1113 SHEET. EMBEDMENT I• •� 1/4' MI-X SHIM Imo' ' 4 SASH VI BLE 17 - LXLir WIDTH , EDGE INSTANCE 18 FIKEDVISIBLE LIGHTWIDTH 1 •.. �+vW.nniwvti 0 31 F. TTP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A I-� 1W MAK. SHIM DADE APPROVED MULLION. FBC 55 COMPLIANT ALUMNUMISTEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORMONTAL SEE SUBSTRATE PROPERTIES, TABLE e. INSTALLATION OPTION 4 ANCHOREDTHROLK1H FRAME INTO METAL Anchor SubSt210 Mn. Edge Min. Embadmerrt P.T. Souriem Pine 8(3.0.55) 9/ir 1-318" B12 Steel, Atuninum, 6063-76 rrin. 3/5" 0.063" 18.8 or 410 Ss Screw A36 Sorel 318" 0.06r 3rr 114' 410 ro tbd CMU,(AMU C-90) 2-1/2'• 1-1A" • Cr P.T. Southern Pine (SG•0.55) 1" t Concrete (nin. 2.85 k9i 1" • 1-3V • 114" St•al � CMU, ASTM C-90 2-1/2" 1-114" Lft=on P.T. Scuthem Pins S(34,65) 1" 1-319" TYP ANCHOR TYPE, EMBEDMENTAND EDGE OISTANCE PER SUBSTMM SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HLRISE SLL: SEE SHEET 9 MR STANDARD SIT) WIDTH ® SASH / FIXED LIFE: TIP TO TIP WIDTH .5,12' lzHE1GHr (EOUA4LTTE1 70 TNP NEXiHT2 -3.77 HEIGHT IPROOEM ®FILED LITE: TIP TO TIP HEIGHTr2+ 3.T8" CSASH: TIP TO TIP HEI3HTQ - f 1.9r 1 FIXED lRE: 77pT IP HEIGHT -SASH HEIGHT -1S5' ®SASH: SASH HEIGHT- 4.BD- NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6. ALL WOOD BUCKS LE93 THAN 1-1 W TACK ARE TO BE • • CONSIDERED IX M ALLATIONS. I WOOD BUCKS ARE OPTIONAL • • M UNIf IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS • • GMWEUu RARE 1.1rr THICK OR GREATER. IX AND IX BUCKS • • PgHEO1 •BID) SILL BE DESIGNED TO PROPERLY TRANSFER • • SOAD• TOWHE STR•CTUM WOOD SUCK DESGI( AND • •INSTA.LAVONi*HE RESPONSIBILITY OF THE ENXiINEER OR ARCHITECT OF RECORD. A)MIN. OF 1 THREADS BEYOND THE METAL SUBSTRATE 3)VISIBLELIGHTWI HORHELM(ALSO REFERRED TO AS e) USE ONLY FLATHEAD ANCHORS N JAMSS. PANlH0U Aj HEAQ"%IS • • 000 DAYLIGHT ePENING)13 ASWt_'-D FROM SEAONG TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • o 0 C)'LINGROUTED CMRP VALUES MAY BE USED FOR GROZED`MU AOCATX)NC • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��. O�Y a'C�.•10EN9Lr''•��F. �L * : No. 68705 •: 1 NONAL 1111110" A LYNN MILLER. P.E. P E• SIM z g n O to S INSTALLATION OPTION EDGE DISTANCE _ ANCHORED T4ROUGN FRAME INTO 2X VMC FRAME OR BUCKSTRi, SEE NOTE 2, THIS SHEET, 30 18 FIXED VISIBLE LIGHT HEIGHT 1 32 TYP. ANCHOR TYPE, 45 EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, 14 I SEE TABLE S. 4i BUCK 13 HEIGHT 83 USE EITHER 1 SWEEP LATCH 0 MIDSPAN OR 2 BOTTOM LOCKS BASH VISIBLE LIGHT HEIGHT EXTERIORI T EMBED. MENT EDGE DISTANCE SEA TABLE 30 NOTE B. FOR / HEAD TYPE — TYP. ANCHOR TYPE, EMSEDMENTAND WOE DISTANCE PER SUBSTRATE, SEE TABLE S. 12 33 15 OPTIONAL HI-RI<.,E 42 SLL SHOWN. SEE 1' WEEP SHEET 10 FOR NOTCH AT STANDARD SILL. EACH eD 1/4' MAX. �sHIM NO ANCHORS ' R'_OUIRED IN FLANGE OR " EQUAL-L ` FRAME BILLS VERTICAL SECTION" INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCR_'TF/CMU, SUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET EMBEDMENT — EMBEDMENT 114' MAX SHIM IW MAX SHIM --�-i �-- SASH VISIBLE 17 LIGHT WIDTH EDGE DISTANCE 18 ', FXED VI331.E LIGHT WIDTH . M= mR® B BUCK MOH - I TYP. ANCHO\TYPE., ETEPoREMCEDMEHORIZONTAL SECTION A -A EDGE OSTAN SUBSTRATE. SEE TABLE 0. APPROVED MULLION, FBC —DADE COMPLIANT ALUMINUMI3TEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES. INSTALLATION EQUAL OPTION 4 LEO150X ANCHOREDTFROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate M�n• Edge Min. Enbedrmnt R12 S1ee4 18-8 or 410 SS Screw P.T. Southern Pine SG-0.55 9116' 1-3/8" AlurrinuTn, 6063-75 Orin. 31B" 0.083" A38 Steel 318" 0,063" StaelStud, Gr. 33 min. Ir 0. 5" t8 1!4" 410 SS CrawFlax Concrete (min. 3.35 k31) 1• •31 1.4• • UnprcuWCMLI,(ASTMC-90) 92-1/2'• • 141(/4 • P.T. Souhem Pine SG=0.55 1' 8 Concrete (min. 2.85 kroi) 1" 1.318" 114" Steil Ultracon Ungrouled CMU, (ASTM C-90) 2-1/Z 1-114" P.T. SoAwn Pine SG=O. 8" VISIBLE LIGHT FORMULAS: (SHOWN FOR HFRISE SILL; SEE SHEET S FOR STANDARD BILL) WIDTH ® SASH R FIXED LITE: BUCK WIDTH -4.17 HEIOHT(EQUAL-LITE) SUCK HCIGHTR - 323' HFIGHT(PROVEYVi 43FIXFO LITE: BUCK HHGHTI2 .4.28' GSASH: BUCK HEIGHTR-11.43' HEIGHT (CUSTOM SASH, ®FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" ®SASH: SASH HEIGHT-4.00"_ 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE A. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, • • 2) W&ONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • • ADALL WOOD BUCKS LESS THAN 1-lW TH)CKARE TO BE • • QPNWDERED 1X INSTALLATIONS. 1X WOOD SUCKS ARE OPTIONAL • • • IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS • • DEpIB1fED AS 2X ARE 1-U2' THICK OR GREATER 1X AND 2X BUCKS • • (*W-N 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. A) MIN. OF 3 THREADS BEYOND THE METAL SIESTlYLTE • • • FIT WIDTH OR HEIGHT (ALSO REFERRED TO AS B) Ik► ONLY FLATHEAD ANCHORS IN JAMBS. IAIW/EKIFLIIT HEAD TY•NNS • YI�HT�PENING) 15 MEASURED FROM BEADHO TO BEADING. ALLowABLE FOR ANCHORS IN THE HEM. • • • • • • • • • • • C) "LNOROUTED CMU' VALUES MAY CE USED f jtRdb1 SCMU AFOLHATION9. • 90. • • • LU ao —y Of } N woo d" J O LL gyy e z W pz 8 Ld O Z Z 0 _ 0 z N W X I�auS 0 uJ1 Z J j co d w+1 W 11I11 I11111,// N 'Cr..''vCENgF'• �(� No. 58705 * ; Z-V '/;,, ,ONAL A LYNN MILLER P.E. PAA 83M ••• • • • ••• • • 27� 1_C3( FIXED VL:BLE LIGHT HEIGHT 14 a3 BUCK HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR ,aP NOTCH AT - EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,' SEE TABLE 9. (SCREW SHOWN) - EDGE DISTANCE �+- EMBEDMENT ...���E......DGGE DISTANCE _SHIMAX. EMBEDMENT SHIM I "—TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, :__�.ER USE Er1 SWEEP LATCH Q MIOSPAN OR 2 BOTTOM LOCKS p7a ) STANDARD BILL SHOWN. SEE 33 PREVIOUS SHEET 5 FOR OPTIONAL HI•RSE SILL EDGE VERTICAL SECTION D-D 114" MAX SHIM IM-MAX. SHIM —1 EDGE DISTANCE SASH VISIBLE1.E 1/41 MAX SHIM i • , U 17 f LIGHT WIDTH EMBEDMENT FIXED NIBBLE �� I LIGHT WIDTH R® O' BUCK VAOTM -- TYP. ANCHOR TYPE, HORIZONTAL SECTION C-C EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. (NAIL SHOWN) DADS APPROVED MULLION, FBC — COMPLIANT ALUMNUMBTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR E SIBSTFiA NORRON M.S E TE PROPERTIES, TABLE 9. 010 OR 012 STEEL �SELF -DRILLING SMS (06), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2.1 x .113" Sax Nag P.T. Southern Pine (SG=G56) a 5At0 • 92,468 2.117' x .131" Common Nail P.T. Southern Pine (SO=0.55) 318" • Z • 2-12" x .1451 Rooting Nall P.T. Southern Pine (SG=O.55) 3180 • • 2.438 • 2-12" x .145" Rootng Nail P.T. Southern Pine (SG-0.W • 3(134 • M #10 Steel TNsshead Screw #12 Steel, 184 or 410 SS Screw P.T. Southern Pine (SG-0.55) 1/2" 1.375 0.125" Ahminum, SOMTS min 5110" 0.125 D,D A:S Steel8" 4.96 0.0w (is GB) Stcel Sled, Gr. 78 mit. I 514T 90.045 VISIBLE LIGHT FORMULAS: (S11OWN FOR STANDARD $ILL. SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIOTH ® 8ASH 6 FIXED LITE: BUCK LMDTH - 4.12" HEIGHT (EQUAL-LTTM BUCK HEKiHT2 - 3.231 SHT (PROVIE\M QFLKEO LITE: BUCK HEGHT2 - 4.29' ABASH' BUCK HMOHT2. 11.431 HEIGHT !CUSTOM BASHI QFD(ED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55' QSASH: SASH HEIGHT • 4.801 NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE • • S LISTED ON TABLE 9. FOLLOW • • • E DMENT AND EDGE DISTANCE LIMITS. ANY • IN 81.1AT10N OPTION SHOWN MAYBE USED • • •ONA3%SIDEOFTHEWNDOW. • • 2) VI6IBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) 18 MEASURED FROM BEADING TO BEADING. • ••• • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LU m i $ o Q L9 rrN � O Ox i z Z iuig R z V V • � u.a0 Z oN �z UJ 7 r- O wUJ °' w Z z 13349 � 2 t< v Z a z w1�1 .wn LY/V LlCENBF' • No. 58705 * _ ST PZORIOP ONAL A. LYNN MILLER. P.E. P." 51705 2.00' F-- .00r 1.489• .0a2' O FLANGE FRAME HEAD O1v1NGE FEMME SILL GINTEGRAL FIN FRAME HEAD r..- 2.848• --I T 1 Oar Ba7" O EQUAL LEG FRAME HEAD 1469' IO EQUAL LED FRAME SILL OINTEGRAL FIN FRAME SILL 1.300' .120' .t7o'� 2. L211' tiff� ,�2„ ti WH TCPRAL a FIXED MEETING RAL O SASH BOTTOM RML- 2.724" 1 O FLANGE FRAME JAMB 2.7W I 3.50r I .0sr OFLANGE FRAME BILL to HI•RME -- 2.2T3" 1 77Y I -T 2.105' ,Oar i 235' Oar 1 44, —�-� 1,300- �+— —"'I 1.307 � -- tv SASH BOTTOM RAIL n SASH SIDE RAL OM 3.1a5' .OBr 2.72C INTEGRAL FIN FRAME INTEGRAL FM FRAME t t SILL • HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 114" NOM. WITH DESICCANT EXT. OLASS INT. GLASS 70 ODLSPACE 4SG TPS 2A00' .oar 2.724' O EQUAL LEG FRAME JAMB 3.008' xw tl EOUAL LEG FRAME SILL HI -RISE HOT -MELT BUM STRUCTURAL 110" NOM. SIUCONB FOAM IMTH DESICCANT EXT. GLASS NT. GLASS 71 UPER SPACER* NXT rr •• •• • • • • •• • ALU•MY•tJUTj • • • fOLQSOBUTYLENE DESICCANT FILL 1.44r +{ 1 {{{•--+++---- •REWFMCFl ENT • • • • • SEAL 5/Ir NOM. 1.512` +-� I —+••' .a3t' y ./8T —+i .577' l �A96 1 • • • • • • • • • • ROLL�FORMED SILICONE SEAL 04(r1 J327 I_� 1 —L • • ICCANT • • •sUINLESS srEEL DIO 613' I Bar tIOY aDz' s92' oE� FOAM 1.3� 07V tna y/r —� �+ Oa0 • EXT GLASS 0• • • • EXT..tAss u HEAD ANCHOR tv SASH STOP COVER ®IG BEAD ®IGSNAPBEAD ONta•LAMIBEAD D 7/19"LAMIBEAD • • •• i• •NT GLASS •• • • PACERGLASS -- • • • • ODii '•iPe • • • • OXL EDDEri SPACER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU > m S2 Cal i N o1oQ co I y W z 8 'q1 Z Z -j J 7t' .�-. O W >? ¢ OZ W Z Z � LL O o Z to Z wcv5 o O y Z g � � an.y 'asp away �LYNV �.,/. *�'� L10ENgE'••'1!_ i • N0, 58703 IF 'ONALE,'�`. A LYNN MILLER RE P.E./ 55705 ( TABLE 11 It•Rm PGTPart R Description Maui" Head, Fkanlpo Am. 5051-73 2 624017 Heed, Integral Fin Alum. 600-3-75 3 6240M HW. Equal —leg wn. 6 663-TS 4 624004 Jamb, Florge AtWn• WOPM 4A Jamb, Florge Used For Allemate Radus Top Head) ANm. 5 824020 Jamb, integral Fin Atom• 6063.16 SA I Jamb, Integret Fin (Used For Altemate Radius Top Head) Alum. 0o63-T52 6 1 624031 lJamb, E ual4sg HIM W63-16 8A I IJ&nb. E 144g (Used For Alternate Radius Top Alum. eW3-T52 7 1 624002 1 SO, Alum W53-76 6 1 624018 S:L Integral Fyn tffn• �•TS 9 1 624028 ISM, E urn. �T•TO 10 1 624003 S;1, HI -Rise, FIM s Alum 11 624019 ISA, HI -Rise, klegral Fin Alm. T6 12 62 SII, M-Rlse,Equal-leg • W63•T6 13 6 Saah Top Rol Abm. W05A-T61 14 6 FlIced Meeti Rein Alum. BOOSA-T81 15 624012 Sash B0110113 Rail - Hiat)se TS 16 624006 Sash Bdtam R211 Alm.6OW-TS 17 WOW- Sash Sid• Rail Alum. 6053-78 18 624051 Head Arl4wCover Alm.6063.15 19k7244046 Sae top Alum. 25AIG Bead Alum•6053-T5 IG Snap eed Alum. bOS3-TS S/1 Lem Bg Alum. p063-TB 7/16" Laml BNOV A um. T6 30Glazing Bead, Bub Vinyl Vinyl 31Glazing Bead, Bulb Vinyl 4009 S 0824011 Vinyl 32Sweep Latch 0 Rall) Cast 21no 33 024049 Bottom Laic (Q SiJ) Alum. e063-TS 34 Setting Block (1/8' X 112 X 4') Neoprene 35A IG Setting B1xk 1/8" X 31C X 4) Neoprene 724014 IG Snep Settlig Bbdc Vinyl 38 724044 Botom Rail Yl athersirlp Exienslon 37 724063 Bill Gasket Polya(tykrr 38 724064 Sash Top RaIlGasket Polyethylene 39 724066 Sash BottomR;AGx1rat Polyethylene 40 724057 KW Gworskel P hylene 4/ 724053 Mwft Rail GNket dye ene 42 81 Sash Bdtom Z. Bulb V inI Pdye ens 43 Wealtwotdp6.270' x .187", Fin Seal (a MR) 44 B7S16G Weetlwstdp,.17(" X.270', Fln Seal Sash Ella Rait) 45 Weelhwstrip,.170' .1 , Fin Sad (a Top Be" Re 48 lades BsWnee with Cow& Trim Rigid Vkyl 51 781PSQX R8 X 1" PH(Assembly) stainless Steel 55 7834AA R8 X 314" Ph PN SMS (Balance) stainless Steel 63 Alum. Screenwith Fiberglass Mash Varies 70 Kommorwv K poos 4SG TPS Sea Shoal 10 for 71 Cuarw Super Spacer nXT 72 ICAnnoc Dura,d Space r 73 wnoG 74 Backborlding Silicone JAMB � HEAD INTERIOR ii ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB FIXED MEETING RAIL SASH BOTTOM RAIL SASH SIDE ib / RAIL INTERIOR �'' • 7AACE 10: MATERIAL PROPERTIES USED r • • • 5t • A AN014WOE CALCULATIDNS: 41 r •• • • • • • • • • • •• • • • NOTES: • ••• •• ••• •• 1) ALL CORNERS TO USE GASKETANDI0R S" • • • 2) SOME PARTSIOPTIONS NOT 6HONM ON Or�1WCG F:R %ARITY. • • • • Material Min. F Min F. Steel Serew 12F85crew t!! ksi e0 ket teJ ks fib kei 41O Screw 90 kei 110 kai Ek:o UllraCw10 155 W 177 kei 410 Sa Bw CreteFlexO 127.4 kai 193.7 kei 1063iS Akan 16 ksi 22 kei • PIEB SN•1 36 ksl eS kst r. SI.M Stud 33 W 45 kei • > 0 0 '^+x �ZZ' o � It iZ golf a .pN F_uMw° era _ �> oZ� Z D O yq O 2 I»~s o Z U O 0 Q m LYNkrrr��i-� * No.55705 �* .1F A •' 4f/ r rrlrllll111\ A LYM MKLM P.E P_Ee U?W • • • • • • • • • • ( NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1013747-R1 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: /4.1l/L018 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rateda6ideiites • • • • • • • • • qw (w/Wood Frame unless noted) a..* • • • • ' Specification: • • • • • • • • """ Impact: a Mis - e Inc=,ctt on -Impact Glazing: Insulating Glass (*Tempeyed)The "Notice of Product Certification" is only valid if the NAMI Certificatas been applied to the product as described witirriti6i?r%cnment The cerNOcaNq'p• . • -- --..,.- -31 a..tn a.r.." nett —is h•x heen satisfied. This Droduct Ica! Stlo approvVd for listing witlAn • label represents product conformity to me appucauto aprs,..azr...0 �... • 'on.co .• - ---- _____ Certification Program __ ____ is accredited b The American Na r • NAMI's Certified Product Listin at www. smi Inswing Glazed tics . NAMI's Ma dmum Structural Design Water Missile Test Impact tepo I% mbirte • • •Tt jteport lYumb?r� • •Draudng Nutabw & • ' Configuration or or Size Pressure Pressure Rated • • • • Comment? "'� X Opaque pOpaque3'0" x 6'8" +70/-70 0.0 P Yes 0 • � �,� tool 01-13 • • Ma*sa• Panel Siff: 3'0" x 6'a" 4Ir1`wx Debits-DWG-MMF7MA-17 • /$ +7000 3.0 ps£ Yes 4S ., • • Maxynmg Panels' * 3'0" x 6 17 )( single McYxD" MA•Fl�:H 7.50 x- xx I/S tie x Maximtml Panel Sa: 3'0" x 6'r Double AneMr Deteils-DWG-MA-FL021147 XX O/S Opaque 6'0" x 6'8" +55/-55 3.0 ps£ Yes NCM-210-2930-1 Maximum Panel Size: 3'0" x 6'6" Double 4.5 f' ps Anchor Debits-DWG-MA-FL.0211-17 7.50 XO/OX 1/$ OP>Wu e Door 6'0" x 6'8" +55/-55 0 psf Door -Yes Sidelite-No NcrtV x 61930 1 Maximuze Panel Sae 3'0" z 6'8 /Sidel te: 3'0" x 6'8" Single w/Sidelite Glazed Sidelite Anchor Ddails-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 3.0 psP 4.5 psf - Door -Yes Sidelite-No NCI3'0"x ar0 l Lmnm Panel Size: 3'0" x 6'a" /Sidclitr. 3'0" x 6'8^ Single w/Sidelite Glazed Sidelite 7.50 f' Anchor DetxWs DWG-MA-FL0211-17 O US Opaque Door 9'0" x 6'8" +55/-55 0 psf Door -Yes Sidelites-No NCl tr210 293o t Maximum Panel Size: 3'0" x 6'6"/SideUc: 3'0" x 6'S' Sidelites Glazed Sidelite Anchor DebPr.DIVG-MA-F[.021 t-17 O ESingle O/S Opaque Door 1 4'0" x 6'8 +55/-55 3.0 psP 4.5 f' Door -Yes SideGtes-No NCt7-2t0.2930 t maxim Panel Size: 3'0" x 6'r /Sidelite: 3'0" x 6'r /Sidelites Glazed Sidelite 7.50� f' Anchor Detaos-DWGMA-1IA211.17 OXXO I/S OpagttaDoar 12'4"x 6'8" 0psf Door -Yes Sidelites-No ,210-293 M�p1Om�sizc: 3'(r0"x6'rNCnxwa1 rstdelioe:3•o"xd•8" Double w/Sidclitcs Glazed Sidelite Anchor DeuiwDW-MA-FtA2l 1-17 OXXO O/S Opaque Door 12'4" x 6'8" +55/-55 3.0 ps£ 4.5 Door -Yes Sidelites-No NCT-210-2930-1 Maximum Panel Siw.. 3.0" x 6 r /Sidelite. 3'0" x 6'a" Double w/Sidelites Glazed Sidelite 7.5O ps , Awbor DeWl7 DWG-MA-FL0211-17 -Tl..rtrN J.No TJ ThnehoW SHP Dntswiaa'1lreshaW 1-nualef Gasperu oppn g.wem m s_____ _- - - National Accreditation & Management Institute, Inc./4794 George Washington Memorial Aighway/Ffayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: �� 0 . , L. Roberto Loaves P. E. 1432 l4 todford Rd. l entV 9e, NC 27023 Manufacturer. Masonhe Report* 514010 434-88-0809 Date: 05/01 /2017 dlomastQl6omaspe.com Test Report: WA Product: Single door 3' x 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ A Wout gap: a. With threads present in shear plane Fastener type: #20 w- screw (NOS 2012, TR32) - Nominal diameter: D: 0.190 in Gap: g: 0A000 in Root diameter: Or. OJ52 in Moment arm: 0.0000 in Minimum required penetration: p: L140 in Screen bending yidd strength: Frb = 80,000 psi Side member. Douglas Firl c (6=0.50) Main member: Spruce -Fine -Fir (G-0.42) Side member thickness: t.= 1.000 in Main member thickness. t-= 1.500 in • • aVd• member dowel bearing strength: F„ = 4,650 psi Main member dowel bearing strength: F-. = 3,350 psi • Side member dowel bearing length: I, = 1.0W in Main member dowel, bearing iergth: 1 = 1.140 in }}� ��1 • 0• • • LdS +_• is • • Mode I, Mods II Mode III- Mode III, Mode IV qTW lbs/Ih• 0 • • als = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: M0014 Pe 725.61 lbs •:6 • a a a P= 884 lbs 8: L07 + 8: 0.57 8: 0.5 8: 0.000 Vo = ?ate **a* Ko = 2.400 C. -427.67 C:-253.62 C. -267.7 C -93.6 •? ,a • 0:302 lb. • a a • • •Z,= 368 Ibs P = 331 lbs M$ = 46.8 in4bs Mm = 46.8 in-lbs Ko = 2.400 P = 297 lbs P = 319 lbs P = 263 lbs • • • a Miy. Design i$Mel • • Z= 110 lbs Z. 138 lbs KD = 2.400 Ko = 2.400 Ko = 2.400 • • • buration Facibr! • do = 1.6' Z. 124 lbs Z= 133 lbs Z. 110 lbs • Allowabledwiga Value CZCJ: Z'- 175 Ibs/aneha Solidlnembl/s w/ 6 wlout gap: • a ea. With threads pseacM 1P shear plane 0000 a • • 1 asterer type: 910 wood screw (NbS 2012, 71112) 000000 Nominal diameter: 0: 0.190 in bap: g: OA000 in Root dameter: Dr. 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: FA = 80,000 psi Side member. Douglas Fr -larch (6=0.50) Main member: Steel strap/clip Side member thickness t.= 1.000 in r Main member thickness: t-= 0.048 in Side member dowel bearing strength: „= 4,650 psi Main member dowel bearing strength: F .- = 61,850 psi Side member dowel boring length: I, = 1.000 in Main member dowel bearing length: 1= = 1.140 in Mode I- Mode I, Mode II Mode III,,, Mode M. Mode IV qm = 11752 lbs/in qs = 884 lbs/in A: 0.0003 A: 0.00059 A: 0A0033 A: 0.0006 P = 13397 lbs P = 884 lbs 8: 1.07 8: 0.57 8: 05 8: 0.000 Ko = 2.400 4 = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 7-= 5582lbs 4= 368lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko = 2.400 P = 2126 lbs P = 420 lbs P = 392 lbs Min. Design value: Z= 163 lbs Z. 953 lbs Ko = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z. 986 lbs Z. 175 lbs Z= 163 lbs Allowable Design Value (ZCb): Z'= 262 Ibs/mnehar Fastener type: 1/4• ITW Topton NA.A.16-1222.06 Substrate: Hollow block f Minimum embedment: L25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4A0 in Tabulated shear design value: z = 202 Ibs \��\ R 10 /��/ Spacing: 2.00 in Tabulated shear design value: Z = 164 lbs ��� J`5 a . • • / Acruolspocirg 3.00 in Reduction factor:0.91 1a•' `' EN = •qu_ A'/�< Allowable Design Vck• (Zf o: Z". 255 lbs/amhor a v• �\ s� • i Miniwum anchor eapxity: 155 lbs/anchor �, .* • • 0 5 a - CNote: Anchors with the Most capacity /s used for calculations to quality anchors wnh higher Capacity. TAT OF • ((� • ` Anchor calculations, minimum reyuired anchors i Q ♦ 1t(/ 36.38 Design pressure: 85.0 psf �/;; e. Z Q R IDt • ,-O At 1 of 2 Area load Ind Max. (W) (lbs) (in) one'�;Lobad PAm tAr IAEnwchorzone 2.3 195 N/A N/A 15598 OK At 7.7 656 6.00 18.00 155131 OK SsZONAI.`�� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432ModroadRd. Manufacturer. Masonite Lew&ve•, NC 27023 Report It 514010 434-888-OW9 Date: 05/01 /2017 r, jionasOIrlomasce.com Anchor Locations: ae.aa 18.19 6.00 TYP. 6 .00 TYP. 6.00 13.45 MAX O.C. 79.25 6.00 N09,IgS, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRE rt ust srio" i Arc:vrv� vv SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1 UM EDGE DISTANCE LOCATE ANCHORS 3. FOR L STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. - A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2 of 2 • • •••• •••••• •••••• • •• •••••• • •••• • ••••• •• •• •••• •••••• • • Luis R. Lomas P.E. FL No.: 62514 5/2/2017 „'l MAsoNITE 149* MAX. LTMML FRAME WIDTH WOOD -EDGE STEEL DOOR UNIT 2 T ” MAX 36.375" MAX. r D.L.O. PANEL WIDTH 37.5` MAX. 8-8 DOUBLE DOOR WITH / WITHOUT SIDELITES I r r WVAST�gL FRAME WIDTH GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MIXWUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUtRED ON OPAQUE P/WEIS, Bl1T IS REQUIRED ON G ED SIDEUTES. 3 EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVLR), HURRICANE PROTECTIVE SYSTEM 5 NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REOLARED M 0 ON PANELS WITH NON -IMPACT GLASS. Io 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E54. 5. PLASTICS TESTING: TEST DESCRIPTON DESIGNATION LITE FRAME SELF IGNmoN TEMP I ASTM D1929 842 'F > e50 •F IRATE OF BURNING ASTM D635 1.28 IJ IN SMOKE DENSRY ASTM lYM3 70.2X I TENSILE STRENGTH* ASTM D638 1.61X DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 45DO HOURS XENON ARC METHOD 1 DO LE -DOOR UNIT W/ ID I RFC 0 OR "o0 011 0 �fll. .� 11 ,,III• . 11 R .7 •n •'i' •T' RR•1 l i• I I 1 i. .. .L +iil7:l�LA r�����•-•�- ���y�Zlld'/A(.�.61/ ���.I/�.I���•�ii ' i��1A��^ - I •�(�.-�A� c�� s1/I•CGG:r�� • �i1~ `.�• i 1 ••)))��.C��'��•���_ [.I • Calj:ll�:Tt171�T�17 ����� �ii'J�■:��: R=1]•�.�, iiiLiiifibl�id�•rQ�S/ �J!.' • I ■I ���:�IO�:�r�� I I +114 .�.� .� -__ Qh'$'�>I�iE■I �����y��•:I�p�p'p��•I�����_ RL .*� •`JIILI' +I I C�Ias�ii iE7 ��7� �� WAWIL'WMKM� mm I�C� 009 '' trEf:<•T� Fes= 1C '1 '�C��� OF CONTENTS • • • • • • • ltldrAbWJ1 • • DESCRIPTIONWus � � • • ��,� • - • • DIY I us • • ••• • • • • or / =e 4," it ,C; xxt N.T.S. DNM Urn SWS CHL sn KURT BALTNAZOR nkwm No.: FLORIDA P.E. M-M4_FLO211- /56533 ow 16► .. .. . . . .. .. . •.• • . . ... . • • • •.• • . • see • , . ..0 . . . ... �. 8' SEE DETAIL �• •y�, rt . • • • J;� 8•3' -i 1- I T'1 3" >V 31 SEE DETAIL B ^ o e _ 6• — 6" 3" m � 6, 6. 11 1 1 L ] L 6" SEE DETAIL 'F' 18 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" #10 x 1" #10 x 2-1/2" _ #10 x i" #10 x 5/8" DETAIL "C" DETAIL "D" N SEE DETAIL v V W ♦ G • I b �3' 8" #8x2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. � " `h�"� . :. l � TRRESHO BUMPE•/S THRESHOL T4 • ■• 1 •/S THRESHO 1 HIGH 1'M • THRESHO 1 ■' • THRESHOLD HOT 6' ,EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL j6 x 1-1/Y PHS MDT MUT /� 1/r wx EIASfOMER 1F—kn]" 7�Iral rl AZING DETAIL NON —IMPACT GLASS MM'dmbfNY Now 01•. er: SWS ox. - SEE DETAIL 'C' SHT. 2 ATTACHMENT DETAt 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH (ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". � I 'v SEE DETAIL I D SHT. 2 7 I I I N tv O h �W 1O 3" MIN i 2S. IM CL — I— TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES CO 6 *I�E'��'RR��M• • ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND•J�Ch$i1 IN14 OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON M J" AVH:YE • • MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. • ••• ••• 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS:1i Lei. • i • i 5i• • • • • 2S2S • • • • • —SHIM CL • •: • IP.ICIL WOOD BUCK • • • AIOHO % INSTALLATION • • ••• • • • • Or •e •• • • • •• •• • • • ••• • • • ••• to gOD oo cezz� 9 9 }8 F r-KWIKSET SERIES 400 GRADE ;HINGES. INDRICAL LATCH AND 980 GRADE 1 DEADLOARDWARE TO BE INSTALLED 1/2" CENTERLINE4" FULL MORTISE BUTT 1'X1/2' CORRUGATED /IDX2' WOOD SCREW 3� K& 7�� END 8' FROM EACH END AND AND 12' GC I C i LK CL COMBINATION WOOD COMBINATION WOOD MULUON (BOXED) MULLION (BOXED) (3) itOX2-1/2" SCREWS EACH ENDd.IbW11� _ cd N.T.S. SWS we rrt INTEGRAL WOOD °R""'"' N0t MULLION (CHS) !:!2tFU=*Il-17 I