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WS-13-2049Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 198942 Permit Number: WS -9 -13 -2049 Inspection Date: March 20, 2014 Permit Type: Windows(Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MCELENEY, NICOLA Work Classification: Window /Door Replacement Job Address: 9233 N MIAMI Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060130210 Project: <NONE> Contractor: GRAND HOME BUILDERS INC Phone: (305)853 -8728 Building Department Comments REPLACING 8 EXISTING WINDOWS TO IMPACT Infractio Passed Comments INSPECTOR COMMENTS False WINDOWS Passed Inspector Comments Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 20, 2014 Page 1 of 1 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 9233 North Miami Avenue SEP 1.12013 FBC 20 Permit No. Master Permit N - T� City: Miami Shores County: Miami Dade Zip; 33150 Folio/Parcel #: 11- 3206 - 013 -0210 Is the Building Historically Designated: Yes NO X Flood Zone: X OWNER: Name (Fee Simple Titleholder): Michael O'Hara Phone#: 305- 761 -2866 Add,ca. 9233 North Miami Avenue City. Miami Shores State: FL Zip; 33150 Tenant/Lessee Name: NONE Phone #: Email: michaeloharamiami @yahoo.com CONTRACTOR: Company Name: Grand Home Builders, Inc. Phone #: 305 -853 -8728 Address: 455 West 23 Street, #2 City. Hialeah State: FL Zip; 33010 Qualifier Name: Clemente Vera Phone#: 786- 367 -5457 State Certification or Registration #: CGC1508407 Certificate of Competency #: Contact Phone#: 786- 367 -5457 Email Address: cfvera @gh- builders.com DESIGNER: Architect/Engineer: Dave Boemer Phone#: 305 - 852 -5674 Value of Work for this Permit: $ 6730.00 Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew MRepair/Replace ODemolition Description of Work: Repla4xisting windows with&ew impact windows Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ 2,76 Notary $ Training/Education Fee $ _ Double Fee $ Structural Review $ CCF $� CO /CC $ _ DBPR $ �_ Bond $ Technology Fee $ s TOTAL FEE NOW DUE $_ •. t Bonding Company's Name (if applicable) _ lending Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value ce i , the applicant must promise in good faith that a copy of the notice of commencement and construction lien law br hur i delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com rice t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued It, the a of such notice, the inspection will not be ap rov d and a reinspe lion fee will be charged. Signature Signature Owner A t , sL Contractor The foregoing instrument was acknowledged before me this 2�� r The foregoing instrument was acknowl ged before me this day of � , by A41 �� C9' day of �"( , 20 � by �Vf -a-1E-K (t. Y who is rsonally kno a or who has produced who ipfCrs�onallyknownjo me or who has produced As identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: (1 `-'��— Sign: Print Print: My Commission Expires: My C "� VAWM F. LEON �+ �' W CON�NMM t FF 005125 xmxaaxa�x��exx��xx�x *x��. 1��l��x >.:r. APPROVED BY Plans Examiner ff, '" 1:. ` dkpf JFA March 22, 2014 Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110MW)(Revised 3/15/09) t k. , I, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERMCATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT D. X COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MU1MI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Grand Home Builders Inc. BUSINESS ADDRESS: 455 West 23 Street #2 CITY Hialeah STATE FI ZIP CODE 33010 BUSINESS PHONE: 3( 05 ) 8538728 FAX NUMBER 3( 05 1 8538748 CELL PHONE 7( 86 13675457 QUALFIER'S NAME: Clemente Vera QUALIFIER'S LIC NUMBER: CGC1508407 E -MAIL ADDRESS (IF APPLICABLE): cfvera @gh- builders.com Created on 319109 BY MLDV 1 RV 3126109 MLDV AC# 6190972 STATEOf FLORIDA DEPARTMENT. OF ,BUSINESS, AND PROFigSSIONAL REGULATION CONSTIMCkION 19DUSTRY: LICENSING. BOARD SEW L12070700273 DATE BATCH NUMBER LICENSE NBR.- 07/0 /2012,.1:117062163 C G C 15; 0*' 8' 4. 007'" rnu Named below IS CERTIFIED Under the provisions of Chapta*r:.'489'..-.FS. Expiration date: AUG 31, 2014 VERA, CLEMENTE FELIPE GRAND HOME 13UILDERS INC 455 W 23RD ST UNITE # *3 HIALEATI FL 33010 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW ...... t City of Hialeah -13 .L:, 2012 Business Tax Receipt Mayor Carlos Hernandez FIRST-CLASS • U.S. POSTAGE PAID LRAMI, FL PERMIT NO. 231 64.4678-5 t HIS IS NOT A BILL - DO NOT PAY RENEWAL 671522-2 ORAN "A&EIWIDERS INC STATEVILSM08407 455 W 23 ST 3 33010 HIALEAH GRAND HOME BUILDERS INC BUILDING CONTRACTOR WORKER/S 1 '0N0i'F0RWAPD GRAND HOME BUILDERS INC ENZA VERA 455 W 23 ST 3 HIALEAH FL 33010 07/24/2012 Si F 60000000484 000045.00 n To: -1 -30aa®836748 1-®9® 1 o 1 2013 -043-21 20:20:31 (GMT) ROSCH INSURANCE From: T ®rry F;t r u CERTIFICATE OF LIABILITY INSURANCE DATEMIMrY" TYPE OF INSURANCE ARL TI01S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CER:`TIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELoGik THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPO► RTANT: If the eerdlicate holler is an ADDITIONAL INSURED, the policypes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certit /ante holder In Neu of such endorsement(s). PRODUCER CD T,ACT Ruben Rcmeu R O S C H Insurance Gmup Inc. 10300 Sunset Drive, #355 PHONE (305}592 -3004 FAX Ne ; (305)397 -2814 E%IAIL terry(rrosahinsurance.cam INS URE S AFFORDING COVERAGE NAIC # M arrd, FL 33173 INSURERA: Accident Insurance Company 11573 Phone (305)592-3004 Fax ( 305)3972814 INSURED [INSURERS: GENERAL AGGREGATE S ZOW,000.00 Grand Horne Builders Inc INSURER D: S 1,000,000,00 455W 236t#2 INSURER E: HislashM, FL 3301 D- - INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO T HE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L , TYPE OF INSURANCE ARL UBR POLICV NUNBR POLICY EFF OAO POLICY EXP LIMITS A GENERAL LIABILITY ® COMMERCIAL GENERAL IJABILITY ❑ CLANG -MADE © OCCUR F-1 81312391 -1 11102/2012 11102/2013 EACH OCCURRENCE S 1 ODD,000.OD PREMISES R occurrence $ 100,000.00 MEDEXP(Anyonepemon) S 5'0w.00 PERSONAL S ADV INJURY S 1,0W,000.0D GENERAL AGGREGATE S ZOW,000.00 GEN'LAGGREGATELMITAPPLESPER: ❑ POLICY ❑ PRO ❑ LOC PRODIICTS=CCNPIOPAGG S 1,000,000,00 $ AUTOMOBILE LIABILITY M ANYAUTO ❑ WTO6 ED ❑ UTOS LED ❑ HIRED AUTOS ❑ AUTOS ED GOM3INGLE LIMIT BODILY INJURY (Per person) S BODILY INJURY (Per accideny S PROPERTY DAMAGE S ❑ UMBRELLA UAS ❑ OCCUR EXCESS UAB ❑ CLAIMS•MADE EACH OCCURRENCE S AGGREGATE $ ❑ DED ❑ RETENTION s $ WbRHFRS COMPENSATION ANDEMPLOYERS'LWBILITY YIN rPROPRIETORIPARTNERIEXECUTIYE OFFICERMEMBER EXCLUDED? 4Mandatary In NH) E-1 Y"rye desmiba under DESCRIPTION OF OPERATIONS bebvr N t A ❑ WC STATMU TH- E.L. EACH ACCIDENT $ . E.L.D13EASE -EA EMPLOYE $ E.L OBEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS ILOCATIONS I VEHr.LES (Attach AGO= 101, AdrHHmml Remarks Schedule, If mere space In required) CERTIFICATE HOLDER CANCELLATION Miang Shores Village Building Department 10050 NE 2nd Ave Mian1 Shores, FL 33138 ACORD 25 (2010105) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE 1MLL BE DELIVERED IN ACCORDANCE VATH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE •.. • - . eU 1855 -2010 ACURDCORPORATION. AN rights reserje& The ACORD name and logo are registered marks of ACORD P. 1 we JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 2/20/2013 EXPIRATION DATE: 2/20/2015 PERSON: VERA CLEMENTE M FEIN: 201477500 BUSINESS NAME AND ADDRESS: GRAND HOME BUILDERS INC 499 WEST 23 STREET HIALEAH FL 33010 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt ... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirerents of this section. DFS- F2 -DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (650)413 -1609 f# , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 19, 2013 Permit No: WS 13 -2049 Building Critique Review 1. PROVIDE SCALE PLAN SHOWING THE LOCATION OF THE OPENINGS AND MARK THE APPLICABLE OPENING ON THE SCHEDULE. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. t , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 19, 2013 Permit No: WS 13 -2049 Structural Critique — Sved Ashraf 1. PROVIDE A SCALED LAYOUT SHOWING THE LOCATIONS OF DOORS / WINDOWS, SIZES, WIND PRESSURES AND NOA NUMBER 2. USE KD= 1.0 EWA= 10SF IN WIND ANALYSIS THE WIND PRESSURES ARE TOO LOW KD -0.85 IS USED ONLY Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1415 Permit No: WS Structural Critique Sheet Page 1 of 1 ( '1 s pao.i De --A ScA ,5p L,ayi 9- i%awirJ6 IREGvc#7ian[S td- 'U00 kIWt'h1Doti1S , Si 0 ulifJD P - Ssolzes 'VaL4!-j—. _ USE U`-, (AD 6Lt* ` ffl Sr ttJ wcND - A- tJkLY51r N I -q u) / Lo A-fD Cm 1-160 -f Cot % 2 > �(3 ��D STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf t Property Search - Report Property Information: Folio 11- 3206 - 013 -0210 Property Address 9233 N MIAMI AVE Owner Name(s) MICHAEL P O'HARA & NICOLA MCELENEY Mailing Address 9233 N MIAMI AVE MIAMI SHORES FL 33150 -2241 Primary Zone 1000 SGL FAMILY - 2101 -2300 SO Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 3/1/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,003 Lot Size 14,040 SQ FT Year Built 1938 Full Legal Description 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10- 70 LOTS 10 & 11 ELK 2 LOT SIZE IRREGULAR OR 19026 -0650 02 2000 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $164,272 $140,664 $108,203 Building Value $124,498 $139,835 $140,168 Market Value $288,770 $280,499 $248,371 Assessed Value $210,376 $206,860 $200,835 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $78,394 $73,639 $47,536 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Nate: not all benefits are applicable to all Taxable Values (is County, School Board, City, Regional). Disclaimer Page 1 of 2 MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser '. Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$160,376 $50,000/$156,860 $50,000/$150,835 School Board $25,000/$185,376 $25,000/$181,860 $25,000/$175,835 City $50,000/$160,376 $50,000/$156,860 $50,000/$150,835 Regional $50,000/$160,376 $50,000/$156,860 $50,000/$150,835 Sale Information: Date Amount OR Book -Page Qualification Code 2/2000 $155,000 19026 -0650 Sales which are qualified 3/1997 $100,000 17581 -3585 Sales which are qualified 8/1992 $118,000 15625 -2057 Sales which are qualified 1/1983 $90,000 11663 -1631 1 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Wed Sep 11 2013 http: / /gisweb. miamidade. gov /PropertySearch /printMap.htm 9/11/2013 8 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 'savoys iweiW'anuand iweiw 41JoN ££Z6 •- -FVH,O - 1 i ►, 1 t i Door - Window Data Certificate Contractor: Keys Tropical Aluminum Date: 8/10/13 Project Name: O'Hara Residence Address: 9233 North Miami Avenue Miami Shores, FL 33150 Master Permit #: Product Information Opening Type: X Window X Door Garage Door _ Other Manufacturer: PGT Industries Impact Doors & Windows PGT FD -101 French Doors & Sidelites LMI all glass types reinforced sidelite connection, NOA 12- 0516.02, Table 1 PGT FG -701 Fixed Glass Windows all glass types NOA 13 -0502 03 Tables 2 -7 PGT SH- 70020/820 Single Hung Windows all lass types NOA 11 -1013.14. Table 1 Design Standard: ASCE 7 -10 (2010 Fl Bldg Code) Windspeed: 175 MPH Ultimate /135.6 MPH Nominal Exposure C (Miami -Dade County ) 8.480' to Open Water Notes: Replacement of existing non - impact windows and doors with impact resistant type 8/10/13 Dave Boerner, Date Fl Registration AR- 0017152 Attachments Comparative Analysis Product Control Approval BUILDING INFORMATION Design Wind Speed Nominal Ultimate Wind Velocity (mph) 175 Nominal Wind Velocity (mph) 135.6 Exposure C Internal Pressure Enclosed Height above and z ft Model Number Standard Wall Height - ft 9.0 Mean Roof Height h - ft 11.6 Building Width ft 54.5 Building Length ft 46.0 RoofSlo x•12 4.0 Roof An e d 18.43 a Edite Strip ft 4.60 End Zone (ft) 9.20 Para Alon Roof Perimeter ft 5 WINDLOADCALC.com Windloadcalc.com Your Winclow to Success ASCE 7 -10 Version 7.1 2004-20120 Building Permit Edition Wind Load Program JOB INFORMATION Client Mike O'Hara/Grand Home Builders Address 9233 North Miami Avenue, Miami Shores 33150 Company Dave Roemer, Architect, P.A. Job Number 0813 -02 Pr er Dave Boemer AR- 0017152 TOPOGRAPHIC FACTOR Hill Shape Fiat - No HID H ft 0.0 Lh ft 0,0 x ft 0.0 Z, ft 0.0 WIND LOAD DESIGN INFORMATION C APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (feet) WIDTH (feet) LENGTH (feet) EFFECTIVE WIND AREA (s9ft) Nominal Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number MAXIMUM POSITIVE PRESSURE (psq MAXIMUM NEGATIVE PRESSURE (psf) 1 - 2868 FD 5 3.5 2.7 6.7 18 36.5 48.0 12 -0516.02 +75.0 / -75.0 PGT Industries FD- 101 /all glass tym 2 - 8068 OXXO FD 5 3.5 3.0 6.7 20 36.2 -47.4 12 -0516.02 +75.0 %75.0 PGT Industries FD- 101 /all plass t5Ws 3 - 3050 FG 5 4.5 3.0 5.0 15 36.9 48.8 13- 0502.03 +80.0/ -80.0 PGT Industries PW- 701/720/820 all gI s 4 - 3050 FG 5 4.5 3.0 5.0 15 36.9 48.8 13 -0502.03 +80.0/ -80.0 PGT Industries PW- 701/720/820 all gI s F 5 - 2868 FD 4 3.5 2.7 6.7 18 36.5 -39.7 12- 0516.02 +75.0 %75.0 PGT Industries FD- 101 /all glass types 6 - 23 SH 3708) 4 6 3.1 3.2 10 37.9 41.2 11- 1013.14 +80.0 %80.0 PGT Industries SH- 700 /all glass types 7 - 23 SH (3708 ) 4 6 3.1 3.2 10 37.9 41.2 11- 1013.14 +80.0/ -80.0 PGT Industries SH- 700 /all glass types O 8 - 23 SH 3708) 4 6 3.1 3.2 10 37.9 41.2 11- 1013.14 +80.0 %80.0 PGT Industries SH- 700 /all glass bWs G5 z w a O a a d 3 z O rz z 1 16 ` :*V MIAMI•DADE Afl"H DADI& COU TSr, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMUTING, ENMONhUNT AND REGULATORY 11805 SW 26 Str 4 Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(7%)315-2590 F (7" 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade aay/aeveJonment/ PGT Industries 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 PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHD (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. PERA 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 ITD -101" Outswing Aluminum French Door w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. 11005 -i, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08114 /12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration data 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, modellieries, and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013-22 and consists of this page 1 and evidence pages 11-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ru�►r�t• co tN NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 It "' Page 1 9 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-4, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and seated by Lynn Miller, P. E. B. TESTS 1. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17,6864, dated 04102/12, signed and sealed by Marlin D. Brinson, 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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under prevlous NOA No. 07- 0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC 2010, prepared by manufacture, dated 10 /11 /11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. Q� ��- � - Jaime D. Gascon . E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04 /02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gaston, P. E. 5. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11-- 1013.22, issued to POT Industries, for their Series "FD -101 Outswing Aluminum French Door wl wo Sidelites - L.M.L", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gescon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E--3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: orm IZ 6� A. 318' LAM[ NOM. (.402 °) CONSISTING OF (1) LATE OF 118° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACRE OR � MNQMUM PLUS (1) LITE OF 318' HEAT STRENGTHENED GLASS. B. 318° LAMA NOM. (.4027 CONSISTING OF (1) LITE OF 1AI" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXAGEPSAFE MAXIMUM PLUS (1) LITE OF 3{18° HEAT STRENGTHENED GLASS. C. 718° LAM[ NOM. (.485°) CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. D. 715° LAMA NOM. (.468') CONSISTING OF (1) LITE OF 318° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)MM SAFE N C MAXIMUM PLUS (1) LITE OF 318' HEAT STRENGTHENED GLASS. E.13V18• NOA DRAWING MAP Q N r $ LAMI IG NOM. (.8407 CONSISTING OF (1) LITE OF 3(18° TEMPERED GLASS, IM AIRSPACE, (1) LITE OF U8 HEAT STRENGTHENED GLASS PLUS AN .080 PVB ® INTERLAYER OF DUPONT BUTACITE PLUS (1) LATE OF 318° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET O A. NEGATIVE DESIGN LOADS BASED ON GENERAL GENERAL NOTES-- OQ. TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. 1 ® B, POSITIVE DESIGN LOADS BASED ON WATER TEST TIONg,.»_... 1 � � PRESSURE AND GLASS TABLES ASTM E 130004. 3. CONFIGURATIONS:) N 48 , O n XO Off) , )O(O, O)OC OXO, AND O)O(O. GLAZING DETAILS..-..-- 1 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES. - 2 � .- SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE ELEVATIONS,_.. »..........» 3 LLF REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT. SECTIONS.- 4 W o 6. SHUTTERS ARE NOT REQUIRED. HORQ SECTIONS.»...»». 5 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNED SEALED WITH CLEAR COLORED SEALANT. PARTS LL4T » ».. » .. 8 � � R p 7. REFERENCES: EXTRUSIONS- » » »......... 8.7 ®TEST REPORTS FTL- 4954.62128, 6884; ELCO ULTRACON NOA:11.04� .01,12- 0128.09; ANSIAFBPA NDS 2= FOR WOOD CONSTRUCTION AND ADM -2W5 ALUMINUM ANCHORAGE.».»..».»»»». 8-10 (� v DESIGN MANUAL g Z O S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 0 a U) tp] w GLASS ABBREVIATIONS 8. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN. ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. � D a LLI [- O V HS. a ,SSG B, FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4 IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED TABLE 1., BHT. L REFER TO TABLE 2, BHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. p Q Z � Z LU � °d 93 93 ® 91 j p cP°.I [di Z114 I o � 3Q 3Q 90 73 1iY GLASS BITE 73 *1W S BITE 74 12' GLASS BITE a 94 a a V8° AN. OR Q n 3 , 9118° AN. OR 114° A6i4PACE H8. GLASS 3118° HS. HS. GLASS 318 °.HS. IIMW H -M PVB INTERLAYER GLASS .096 PVB INTERLAYER GLASS 318° TP' GLA88 A t i, ������' ( DUPONT BUTACITE OR (DUPONT BUTACITE OR 1t8 HS. GLASS ````►�►►► i► 9AF� SAFLDUKEEPSAFE 080 PVB NTERLAYER MAXIMUM) ( DUPONT BUTACITE) ��� / 2 i 318' NOM. 718' NOM. 1318° NOM. GLASS STACK GLASS STACK GLASS ` s • Q STACK OZ 1 Z 318° LAMI NOM. 7116° LAMI NOM. 13!16° LAMI IG NOM. ` ' •., co, GLAZING OPTION A ORB NOTE 1 GLAZING OPTION C OR D. NOTE 1 OPTION E. NOTE 1 d ' %y�a�....... o % _GLAZING BLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XK, O, OX, XO, OXO, XXO, OX( & OXXO OR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS WIDTH XX WIDTH 68 - 79 3/4' 1 70 - 83 314° 1 87 3/4° 1 91314° 1 8° - 95 314° 371/2° 6° 713W +75.01-75.01+76.01-75.01+75.01-7r).01+7&01-75.01+76.01-7&0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27314" +75.01-76.01+75.0 -76.01+75.01-75.01+75.01-76.0 +75.0 76.0 36118° +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +87.6 - 87.6 +64.2 -64.2 W 314° +76.01-76.01+74.9 -74.91+70.41-70.41+66.61-66.6 +63.1 -6311 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C D OR E 36 314° +75.0 -76.01+75.o I -76.0 I +75.0 -75.0 I +76.0 -75.0 I +75.0 1 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WDTH XX WIDTH 68 - 79 314° 7'-83314- 87 314° 91314° B. 3fir LAMI (116 HS, .080 PV8, 3M8' HS) 2° 25112° 40 47 SW +58.6 -58.6 +55.4 -55.4 +62.4 I -52.4 +49.8 49.8 +47.4 -47A 2712° 51314° +54.9 -54.9 +51.8 -51.8 +49.0 4.0 +46.5 46.5 +44.3 44.3 29117 55 314° +51.7 - 61.7 +48.8 48.8 +48.1 46.1.+43.8 g 43.8 +41.6 41.6 28 3110 S° 59 3/4° +49.0 49.01+46.2 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE -48.2 +43.6 - 43.6 +41.4 -41A +39.3 -39.3 3312' S4 63 314° +43.1 43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 3512" 67 3/4' +38.1 -36.1 +38.1 -38.11+3&1 38.1 +37.6 37.6 +35.6 -35.6 3° 3712' 6° 713/4° +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0 +34.0 434.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E OXXO WITH GLASS TYPE A 10 314' +75.0 -75.0 +75.0 -75,0 +75.0 75.0 +75.0 75.0 +76.0 -75.0 12 3/4' +76.0 -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 19° +72.4 -72.4 +68.5 -68.6 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 213W +84.5 - 84.5 +61.0 -61.0 +57.8 -7.8 +55.0 -55.0 +52.4 -52.4 27 3/4' +52.9 -5Z91 -49.9 +47 2 -47.2 +44.7 -44.7 +42.6 -428 3618' +352 -35 2 +35.2 -35.2 +35.2 -35.2 +352 352 +34.4 -34.4 36 314° +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.01-34.0 s NOTES: rx0°ucrFu8tff+- a am;aftw"r. °•,aa 42 - b•02 1. GLASS TYPES: A. 318' LAW (1/r A, .090 PVS, 8118' HS) �►� B. 3fir LAMI (116 HS, .080 PV8, 3M8' HS) C. 7MW LAMI (3118' A, .080 PVB. 3118' HS) D. 7tIW LAMA (3MW HS, .090 PVB, 3118° HS) ® E.13Nir LAMB IG (3MW TP,1/4° AIRSPACE. V8' HS-090 PVS. 3MW HS) 2 COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2 MAX. OXrAO WIDTH = 731/2° Q r I- MAX. OXO WIDTH =108 112' MAX XXO/OXX 14 WIDTH =107 3 O Q _ MAX OXXO WIDTH =143 3W , g & SINGLE DOORS 33 6ff WIDE OR OVER AND THE OPERABLE PANEL OF RUBLE DOORS 64 lA WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE �. W FBC. NARROWER DOORS MAY BE USED WHERE EGRESS 18 NOT REQUIRED BY CODE 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE LE IN MIAM OADE COUNTY. p 0, 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: v) to as LL 0 O EX A FkOM TABLE 1. VQ1 y N OXO WITH GLASS TYPE A p y 30' WOE x 90' HIGH SINGLE DOOR WITH 29° SIDE LITES a CL DESIGN PRESSURE =+87.81.87.6 PSF 0 f /1 EX B FROM TABLE 1. OXXO WITH GLASS TYPE A �- oa a% N OW WIDE x IV HIGH DOUBLE DOOR WITH 30 Ire SIDE LITES z LL DESIGN PRESSURE = +70.41 70.4 PSF p C7 N d EX C FROM TABLE 2 0 OXO WITH GLASS TYPE C 30° WIDE x 87 314' HIGH SINGLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE c +43.81 -43.6 PSF EX D FROM TABLE 2 OXXO WITH GLASS TYPE C gg r7 83 SW WIDE x SW HIGH DOUBLE DOOR WITH 28' SIDE LITES �• DESIGN PRESSURE =+43.11.43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH ppd g REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL :Z ��rhrtrtttPt���� 73112 �"MAX �_3fl 314° 11 37 V2' MAX A 95 W MAX IV�X- HT. 109 112• MAX. 36 M X SEE NOTE 3 3l4" MAX. � �— MAX. — NOTE 4 UXU 86 314• 314° MAX 24 9118' MAXMAX.� 36 3W AAAX. DLO MP) I R DLO (JY F - 1433!4° MAX MMAXX.• --►r —SEE NOTE 3 MAX SEE NOTE 4 .z NOTES- r% - Xx o - O NOTES: '41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL. SECTIONS SEE SHEETS 4 AND 6 3. SIDE LITES OVERLAP WAND 70C DOORS BY 314' WHEN ASSEMBLED TO MAKE Xa,; X','OXO• XX(X `OXX AND 00(a CONFIGURATIONS. 4. REW`OiiCEMENT LOCATION FOR SIDE LnE TO DOOR CONNECTIONS (SEE APPLICABKM SHEET 2j. 6. CLEAR OPENING FORT AND WC DOORS AS FOLLOWS: (W DOORS= WIDTH- 6.846) (=DOOR = DOOR WIDTH/2 -4.079) r 953W MAX. (TYP•) -4 NOTE4 fA 86 314• } Ji gQ H Q MAX. tJOg � Q 84 3W MAX. DLO (TYP•) T DOOR Pm N DLO HEIGHT = HEIGHT -1138' WO DLO WIDTH W = DOOR WIDTH - i216MW jF ( DLO WIDTH WC- DOOR WIDTHM - 116118' CA Ox BIDE LITE N z DLO HEIGHT = HEIGHT 41 3W DLOWITH =WIDTH -318' .z NOTES- r% - Xx o - O NOTES: '41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL. SECTIONS SEE SHEETS 4 AND 6 3. SIDE LITES OVERLAP WAND 70C DOORS BY 314' WHEN ASSEMBLED TO MAKE Xa,; X','OXO• XX(X `OXX AND 00(a CONFIGURATIONS. 4. REW`OiiCEMENT LOCATION FOR SIDE LnE TO DOOR CONNECTIONS (SEE APPLICABKM SHEET 2j. 6. CLEAR OPENING FORT AND WC DOORS AS FOLLOWS: (W DOORS= WIDTH- 6.846) (=DOOR = DOOR WIDTH/2 -4.079) r 953W MAX. (TYP•) -4 NOTE4 fA N } Ji gQ H Q o ' y. tJOg � Q v7 48 T Pm N tt0��,, WO e6 O CA Ox N z zw r QQ LL id U III ri!!� � bn Z•O� �p } Ji spy.fiJ` o ' y. W � �I 0 �g _ m Lil X CD CA tp W Ing o n 0 CA m 2 a� N N 8i 2 1 1 N \111IIfff �• �o,........ ,� nm APR. ADDED HEAD 1 SILL mom 42 J ROSOWSKI rq ' * No. 58705 _ D 2012 GASKET DESCRIPTION 04AW12 VERTICAL SECTIONS 1070FL Ss2UM PO• � + � ALUM. FRENCH DOOR & SIDE LITES, IMPACT '�'�''•.,!20RtOP ' GZ� FD-101 SbObt NTS 4 OF 10 N0. 11005-1 D A.LYl91 P.H. PB.iQ6706 1 PL 34274 OFR� OR AItIFi• /20206 4 49 Max. WcrnntrrH .�mm•►. � IZ -t?St 6 1 -po ��. �1 • VE Q N r E� MAX .• �INAX O 9 IL g DLO ')M SECT. C-C DLO 31 N 9 35 36 34 44 HORIZ. 46 45 5 32 P -i MAX T WIDTH 20 _ ILI W h- w z H U p W Z INTERIOR �% W ME N V z Dj N ao 'X' 112 M lu- SECT. D-D 46 21 1 � HORIZ. � �R SPMB AN HAMS AS (-+ ---MaX 8L W1DTH� S% JAMB ANCHOR SPACING $ NO 1 (SEE SHEETS?. BAND 8) MAX. SL WIDTH �7 66 ````� ►►1111t1f7 / / / /'/ 1 � ••• . •� n [_MAX.] DLO SEE TABLES 1 AND 2 AND I MAX. � F DLO -"I sZ�, 4 Z - NOTES ON SHEETS 182 66 62 SL SECT. E -E 62 - SL SECT. F -F �' O l >` ? ,• y4, , n yo'.• HORIZ. (DOOR W / SIDE LITE) HORIZ (SINGLE SIDE LITE) j ..,�y4ya;• .......p�p�.�` / / / / /1111111 ► ► ►` ITEM DWO 0 POT# DESCRIPTION 1 943B 80411 FRAME HEAD 2 1010 8Q300 .,Q -LON .18D X.376 HIGH 3 7070 87070K BULB WEATHERSTRIP AS7X.300 HIGH 4 966 796fiX FLUSHBOLT STRIKEPLATE 6 838 7938X 2 PT. LACK STRUCEPLATE B m 79MA FRAME HEAD STRIKEPLATE BACKING PLATE 7 934A 7832X12FPXP OW X.600 PH. FL MS - S.S. W/SILICONE PATCH 8 MB 70986 N THRESHOLD FRAME JAM 9 998 70998 GASKET (BETWEEN HEAD 8 FRAME JAMB) 10 962A 8833016 FILLER HEAD ADAPTER 11 11000 811000M OUTSWING THRESHOLD 12 1870 671870 WSTP, .360 RD FOAM FILL T-SLOT (AMSBURY 11 13 11004A 811004M OUTSW WG THRESHOLD CHANNEL CO 14 11W'IA 411001A ACETAL SPACER .088 E INJE D) 16 11002A 411002A ACETAL SPACER. (INH0118E INJECTIDN MOLDS 18 11003A 11003A ACETAL SPACER. 1 USE INJECTION MOLDED) 20 816D 80380 FRAME JAMB (OUTSWING) 21 1010 X300 W87P.,Q -LON .190 X.376 HIGH 22 SM 88m8M REINFORCEMENT, 1.000 X1760 X0.660, 6061 -76 W TI-4- 78X112PSAT3 98 X 1.500 PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAP 930 4172IN STRIKE PLATE INSERT 28 1118 710X34PFA #10X.7wPH FL SM8 2T 7070 87070K .1ST X.300 HIGH 30 1910D IWO DOOR PANEL, TOP 8 BOTTOM RAIL 31 911E 8911 DOOR PANEL, NDE RAG. 32 917 7FRMO E EXTRUSION 33 1178 T10 V WS #10 X.826 PH. FL SMS 34 913A 80376M TRUSS CLAMP 35 1130 fit'18 -18 THREADED ROD 36 799OIWA 8118.18 FLANGED HEX NUT 37 014A 80379M WEATHERSTRIP 38 1 7834FPT #8 X.76 PH. FL TEK 39 997 70987 GASKET EWJEEN PANEL HEADM L PANEL STILE 40 1023 879240 W87P. .187 X.260 H, FWSEAL 41 928 41720 L CTVE PANEL ONLY) W 1146 78)C PAW #O X.5OQ PH FL SMS TYPE 43 1212 7P=GG SILL DUST P (INACTIVE P 44 9838 8983 DOOR PANEL ASTRAGALl (OUTSIANNO 46 9846 8984 DOOR PANEL ASTRAGAL 2 PUTUYVINM W 1213 ,Q-L.ON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. 417W 8 41 48 1139 7834E X.7W PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ADDY. 50 8R180FS RUBBER SLEEVE 61 930 41721 STRIKE PL INSERT QNACTNE PANEL) 62 981 7F RSPX DEADBOLT STRIKE PLATE 53 -W 1118 710X84PFA #10 X.760 PH FL SMS 057 1709m IHANDLE STRIKE PLATE 55 11118 710X34PFA 1#10 X .750 PH FL SMS G V ITEMDWO# POT# DESCRIPTION 80 920D 8920D SIDELITE HEADER 81 821D 8821 88)ELITE SILL 82 8188 80381 SIDELRE JAMB 83 1186 781PQA .000 QUAD PM SMS 84 7988 HEAD GASKETS #70998 86 998 7999 SILL GASKETS TOCKINO 97 88 934A 61641 M SIDELITE JAMB ADAPTER 87 2 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 313x' X iW X 1' W1PSA, 86 +1-6 DURO. 71 712PK SETTING BLOCK, 1116' X 112' X 1' W/PSA. 86 +145 DURO. 72 4222A 84222 BEAD, 7118' 73 988 MOO BEAD, 3M' 74 40876 64087 BEAD. 13118' IG 90 14 U4' DURASEAL is SPACER 91 NM48 BULB, ED IN EXTRUDED BEAD) 82 985 64988 BEAD. INTERIOR 83 127A STP247 BULB. ED IN EXTRUDED BEAD), 86 +1 - -1 DURD. 94 GLAZING SIICONE, DOW 899 OR 983 GLASS, SW LAMI -'U8' .90 PUB. 3118' HS Be , 318' LAMI - IW , , .90 PVB, 3118° HS 97 GUASS. 711W LAMI - 3118' A..90 PVB, 3118' Hs GLASS. 7118' LOM - WW HS, :90 Mir HS 98 9LASS.13118' LAMI IG - 8' TP, U4' A0I3PACE, IW HS, .90 PyB, 3118' HS 03 OFF- SHELF DEAD BOLT LOCK .604- 380 13 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 r+-- 2.780 —+►I —� .126 22 TUBE MULL 8083 -T6 A 1. Q P 0 h 0 d 7 co 2 0 0 UN LL a 10 Z 4i p U j � O Oil =; z uPve �y ODOOR PANEL DOOR PANEL TOP &BOTTOM RAIL 39 SIDE RAIL 6001 -TB 8083 -T5 3.111 I 1.550 1� i FILLER HEAD ADAPTER 8063 -TB 1.272 1.479 .080 FRAME HEAD 8001 -T6 .OFD 078 .489 jFT 3.000 ,� ,� OUTSWING THRESHOLD 8063 -T8 ODOOR PANEL INTERIOR ASTRAGAL 8083-'5 126 1.600''' 1 .750 TRUSS CAMP o T5 L I~.858 om 050 318' GLAZING BEAD 73 x.75 i---- 3.100 -►� - 4.875 DOOR PANEL ( 45) EXTERIOR ASTRAGAL �.% els3 -TB I—.526 m JI80 7118' GLAZING BEAD 72 -TB OSL HEADER 8083 -TB 6� SL SILL 8083 -TB I-- 1.480{ 3.000 050 20 DOORFRAME, JAMB 8083-'8 1878 •890 3.000 62 SL JAMB 6083-TO 7 ~r SLJAMB $$ ADAPTER 8083 -TB .060 .280 -� h- 37 WEATHER STRIP CHANNEL 6083 -TS 0.378 2.1� 3 2 HINGE ONVIM ---.1n JIM I T- L F, ► 1.092 I-- 74 IG GLAZING BEAD 6N3-TB WED ftplodb 2— DCI(e Q N 9 a w d G a� ai N L U a J LU e co ad 0 rol 0 r o_ LL 0 ti N lbillill 66 n Yio �. •' �i n r HEAD -r HEAD ZONE V-r NE OXO SLL T �ZONE'F'�ZO"El SEE TABLE 7_ SHT. 9 p4 N HEAD HEAD ZONE -D'— r- ZONE'u —1 g< N ZONE97 BILL ' ZONE Ir SEE TABLE 4.. SHT. 9 I ZONE -0 I 0 SILL BA ZONE °E° SEE TABLE 8.. SHT. 9 HEAD ZONE -C' HEAD ONEI Q a a OXXO X OX N OXX $ y m J � SILL ZONE'C' f SILL ,uT� nl e4ZONE^j SEE TABLE 3.. SHT. 9 r HEAD -r HEAD ZONE V-r NE OXO SLL T �ZONE'F'�ZO"El SEE TABLE 7_ SHT. 9 p4 N HEAD HEAD ZONE -D'— r- ZONE'u —1 g< N ZONE97 BILL ' ZONE Ir SEE TABLE 4.. SHT. 9 I ZONE -0 I 0 SILL BA ZONE °E° SEE TABLE 8.. SHT. 9 HEAD SEE TABLE 7.. SHT.9 rZONE `D'—r-ZONE °P—r ONEI Q ;t 10 OXXO XO OR OX XXO OR OXX $ y m J � -ZONE 'D'---�ZONE'04 f SILL ,uT� nl e4ZONE^j i y SEE TABLE 7.. SHT.9 ® 'E• ZONE -F° ZONE'F- .E- SEE TABLE 7. SHT.9 EXAMPLE OF ANCHORAGE FORA 71 314- x 833!4' 90C DOOR, NOTES: WITH 19- x 83914' SIDE LITES (SEE SOLUTION AT R IGHT1 1 • APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114' ELCO SS4 CRETE -FLEX MASONRY ANCHOR 3.8'12 SCREWS 2JUNCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3- MIN. O.C. FOR CONCRETEk SEE EXAMPLE O)XO ANCHOR LAYOUT ABOVE. JAMBS (ALL1 13114- MAX. FROM CORNERS AND 23118" MAX. O.C. FtEAb & 31LL OF DOOR: 8- MAX. FROM CORNERS, V MAX. FROM ASTRAGAL CENTERS; AND 20 7Ar MAX O.C. HEAD l SILL OF SIDE LITER: 8- MAX FROM CORNERS AND 24 314- MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FWD THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9 A x = MINIMUM JAMB ANCHOR LOCATION. - =ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PERTABLES 3.7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19- x 83 314- SIDE L(TES S' AND -E' ZONE ANCHOR FROM TABLE 7, SHEET 9. PLUS; B. 713W x 83 314- X( DOOR ZONE 'F' ANCHOR FiEM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2ANCHORS EACH JANE AND 2+8+8+2= (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ANCHOR LOCATION FOR EXAMPLE ABOVE 4 I ZONE "W�ZOHN ' -1 ZONE'P Q 10 OXXO XO OR OX $ $ y m J � -ZONE 'D'---�ZONE'04 SEE TABLE 8., SHT. 9 ® 'E• ZONE -F° ZONE'F- .E- SEE TABLE 7. SHT.9 EXAMPLE OF ANCHORAGE FORA 71 314- x 833!4' 90C DOOR, NOTES: WITH 19- x 83914' SIDE LITES (SEE SOLUTION AT R IGHT1 1 • APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114' ELCO SS4 CRETE -FLEX MASONRY ANCHOR 3.8'12 SCREWS 2JUNCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3- MIN. O.C. FOR CONCRETEk SEE EXAMPLE O)XO ANCHOR LAYOUT ABOVE. JAMBS (ALL1 13114- MAX. FROM CORNERS AND 23118" MAX. O.C. FtEAb & 31LL OF DOOR: 8- MAX. FROM CORNERS, V MAX. FROM ASTRAGAL CENTERS; AND 20 7Ar MAX O.C. HEAD l SILL OF SIDE LITER: 8- MAX FROM CORNERS AND 24 314- MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FWD THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9 A x = MINIMUM JAMB ANCHOR LOCATION. - =ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PERTABLES 3.7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19- x 83 314- SIDE L(TES S' AND -E' ZONE ANCHOR FROM TABLE 7, SHEET 9. PLUS; B. 713W x 83 314- X( DOOR ZONE 'F' ANCHOR FiEM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2ANCHORS EACH JANE AND 2+8+8+2= (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ANCHOR LOCATION FOR EXAMPLE ABOVE 4 I r ZONE t' ZONE "P ZONE'P ZONE OXXO L $ y m J � 38 L --ZONE LT 'bar ZONE ® 'E• ZONE -F° ZONE'F- .E- SEE TABLE 7. SHT.9 EXAMPLE OF ANCHORAGE FORA 71 314- x 833!4' 90C DOOR, NOTES: WITH 19- x 83914' SIDE LITES (SEE SOLUTION AT R IGHT1 1 • APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114' ELCO SS4 CRETE -FLEX MASONRY ANCHOR 3.8'12 SCREWS 2JUNCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3- MIN. O.C. FOR CONCRETEk SEE EXAMPLE O)XO ANCHOR LAYOUT ABOVE. JAMBS (ALL1 13114- MAX. FROM CORNERS AND 23118" MAX. O.C. FtEAb & 31LL OF DOOR: 8- MAX. FROM CORNERS, V MAX. FROM ASTRAGAL CENTERS; AND 20 7Ar MAX O.C. HEAD l SILL OF SIDE LITER: 8- MAX FROM CORNERS AND 24 314- MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FWD THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9 A x = MINIMUM JAMB ANCHOR LOCATION. - =ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PERTABLES 3.7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19- x 83 314- SIDE L(TES S' AND -E' ZONE ANCHOR FROM TABLE 7, SHEET 9. PLUS; B. 713W x 83 314- X( DOOR ZONE 'F' ANCHOR FiEM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2ANCHORS EACH JANE AND 2+8+8+2= (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ANCHOR LOCATION FOR EXAMPLE ABOVE 4 I IN L y m J � � p p P i y a x m u u. ur v o ° IN o ° N D in I I .7.g "e Ns o v C �pyjp :!, W N J N A A �m� 111111111/ �•```~�o Vie ' 0. r E ROSOWSKI Q�B D 2012 04104112 ANCHOR QUANTITY LOAD ZONE TABLES %�o''• FI.oI+�P' � C�� Imo To�oaaoBr ors m� (S ••' o �` H' VO, LR ALUM. FRENCH DOOR & SIDE LITES, IMPACT / / / /SIONP,,�'� HIX(0 . FL 34V4 ' a>I�I„ro Ren N4` A. p "� CERT. OF AUTK FD-101 NTS 6 OF i0 11005 -1 D mil W x x x x x x x x r v -41-41010 -4 V m m m V 1 V 1 m 1 m m -in m m m 01010 m m m m m m m m m m aI m X -JAMB "A" N n t0 O W W W W W W W W co W W W W W N "J"114 N N N N N N N N N N N N N N - HEAD/ 8I1u LL "C 0 o O m m o e m m m m O m m 40 m m N yITAB87. A A A a a A a A a a a a a a a A A A a a, A A A -JAMB A W W W W W W W W W W W W W W W N N N N N N to N *100-4 N N N N N N HEAMILL"M m m m m m W W TB7. CjYj 7 J qW � iA Sa II'i r .Af i. p, V V a 0 V V a ma V now mmmmmmmmmmmm mm mmmmmmaXX- JAMBA" N Q ne �I O QD m m m m m m m m m no m m m at m m m m m a a a A a a a A a A a a A a W ALSO W/ TAW &) O O m m m O O m m m O m m m m m m m m m m V V V V V 1-1-1- V V -1-1-1- - AaAAaAaAAAAaaAAAaAAAAAaaaAaaaaaaAaaXX- JAMB'A" W W W W W W W W co co W W W W N W W W N N W W N N N co N N N N N N N N N ALSO m TAB 8•) 0 K m m m m m m m m m -102 m m Off m 03.0 W W m m W ti W m W W W W W W W W W W I TABLE 7 � + ja � o i� � 'm � • m �� m � � m x �V � �J � � x m � � � � � � v -q mmmmmmmma -1.- A, aaAaaaaaaaAO- JAMBE" IN+ lO 0 I m m 0- HEAD/SILL"E" r � aaaaaaaaAAaaAaAaaAaaaaaaaaaaaaaaaaa0- JAMB"B" ju p �$S f7 m m W W W W W W W W W W N N N N N N N N N N N N N N N N N N N N+ i i++ O- HEADBILL'E° a ti.I al al � a of V V V V V V V V V V V V V V V V V mm V V V mmmmmmmmmaaaAAaAAA .eAaAAAAAaO- JAMB"r 10 m m m a a m m m 1.16 J.D. W W W W W W W W W W W W W W W N N N N N N N N N N 0- HEAMLL•B" F po IK USE JAMB ANCHOR FROM TABLE & AHD SANE LINE HEAD QUANTITIES FROM TABLE 4: FOR DOOR WOM X - HEAD/SILL "O" X -JAMB "A• Ii r a A a A A A A A a A A a A A aaaa a A a a a I^ I A 1414-14 1 a 14141 A a A A O -JAMB "Ir III W I W W I W I W I W I CO 10 1 W W W I W N N N N N N N N N 1 N N 110 110 1 N I N I N 1 N N 1 N I N N N N 0 -HEAD U'V USE JAMB ANCHOR FROM TABLE 3• AND SAME LINE HEAD QUANWIES FROM TABLE 4. FOR DOOR WIDTH X - HEAW LL "D' X -JAMB A" J W qq yy W e� qp rp p� qp ee tr� m qp y gp m x I o; oia aV+a r vvv a-i1 a�I'a± ai�� oya'1 �' rt'I � Ao O .I V V mm.I Vvmmmmmmmmm aaaaaaaaaaaaaaAaaa0- JAMB"B' OIK m m m A a m m m A A W W W W W W W W W W W W W W W N N N N N N N N N N 0- HEADMILLV Q CjS ? o P m !!xOx �xUSE O O ®I ANCHOR QUANTTIB:S FtOM TABLE S, OR 4. FOR EACH ZONE OF APPLCABLE DOOR WIDTH - HEAD�ILL "F" � A A A A A a a A A A A A a a a a a A a A A a a A A A A A a a A a a a O- JAMB"9' HEAMILL"r USE ANCHOR QUANTrMS FROM TABLE 3. OR 4. FOR EACH YOKE OF APPLICABLE DOOR WmTH X•XX - Fa?ADIBILL "P' �pyjp :!, W N J N A A �m� 111111111/ �•```~�o Vie ' 0. r E ROSOWSKI Q�B D 2012 04104112 ANCHOR QUANTITY LOAD ZONE TABLES %�o''• FI.oI+�P' � C�� Imo To�oaaoBr ors m� (S ••' o �` H' VO, LR ALUM. FRENCH DOOR & SIDE LITES, IMPACT / / / /SIONP,,�'� HIX(0 . FL 34V4 ' a>I�I„ro Ren N4` A. p "� CERT. OF AUTK FD-101 NTS 6 OF i0 11005 -1 D 2X WOOD I aw 34' 2XWOOO I aw BUCK NOTE 2 3.4 KSI MIN. CONC. E.D. miw Korl 3.4 KSI MIN. CONC. 1314' MIN. E.D. BUCK NOTE 2 qq- r- rX0D=FMNRWMD IX WOOD BUCKNOTE 2 ix i TYPE 1 1 3V TYPE I .ompbftv4&gwrbd& c. BUCK NOTE 1314° TYPE 2 Mdlm= 12- 0'q • I 31W 13WTYPE2 1318° MN. AgcW- MIN. OU W(X WWI 114' MAX. 11,P MAX SHIM EXr. IM*MAX 11C MAX SHIM DsftFWadddCbnW Wool) SHIM SHIM EXT. ANCHOR CONC. EXT. WOOD EXT. CONC. TYPE 2 OR 3. ANCHOR, ANCHOR ANCHOF4 cgs cq NOTE1 Nm 1 17F IV 20R3, NOTE 1 DOOR HEAD (WOOD) DOOR HEAD (CONC) 1111112(CMU) MOTE I Ar- w -1 avr"PE'(coNc) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 0 yy 1/4' MAX I 3W TYPE 2 (CONG) 11C SHIM MIN. SHIMM 1 11C TYPE I OR 2 (CMU) —T 1316° TYPE I (CONC) ,:-.I: 114*MAX IM"MAX 3f4- WE E.D. i3wmK —T 1314* 1314' TYPE 2 (CONC) R CONC. MIN. E.D. MAX. A 11 WOOD ' X SHIMki ANCHOR ON CONC ANCHOR, STAGGERED ANCHOR NOTE I CENTERS, Jf ON MIN. CMU OR LL TYPE V400D STAGGERED I :.*. . &4 MIN. CONC. a 10 C ANCHOP. 13W MK ED. 0� 20R3, CENTERS. TYPE uw) NOTEI 3f4" MK E.D. -9 w I is, ' c!) ry` 2X WOW 1X WOOD B 2X WOOD — NOTE I < - EXT. 1.6 KSI MIN. CMU OR j EXT. 1 2 OR 3. BUCK NOTE 2 NOTE 2' &4 KSI MIN. CONC. BUCK NOTE 2 1X WOOD BUCK NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) z 0 cp WOOD ANCHOR TYPE 2 CONK. ANCHOR, Z to WOODANCHOK TYPE 2OR3 NOTE l CONC.ANCHOR.N0TEl OR NOTEI 1X WOOD EXT. StM NOTE 2 EXT. 114" MAX —EXT. NOTE 3 06 14* MAX IWMAX SHIM MAX SHIM 3, NOTE r 1318° TYPE 3f8'MK I.- - 1 304"TYPE 2 • 14MK 31W TYPE I 1"3 3A KSI MIN. a!i TYM2 W 'L&4 KSI MIN. CONC. CONC. I 2X WOOD SUCK NOTE 2X WOOD BUCK NOTE 2 2 13W El)� DOOR SILL (WOOD) DOOR SILL (CONC) q SIDE LITE SILL (WOOD) MKEM. I I i NOTES: SIDE LITE SILL (CONC) gai I 1. FOR CONCRETE INSTALLATIONS IN MW&DADE COUNTY, USE ONLY MUNI-DADE COUNTY APPROVED ELCO 114° TAPCONS EMBEDDED 13/8° MIN. (TYPE 1) OR IW SS4 CRETE-FLEX EMBEDDED 1 314• MIN. (TYPE n THE MINIMUM DISTANCE FRDM.CENTER OF ANCHOR TO CONCRETE EDGE IS 1314•. FOR WOOD INSTALLATIONS USE #12 SCREWS. G5 (TYPE 3) OR ELCO IW 334 CRETE -FLEX ANCHORS ........... RS EMBEDDED 1 3V MINI. (TYPE 2� D KS 2. WOW SUCKS DEPICTED AS Ix ARE LESS THAN I IM THICK ix WOOD BUCKS ARE OPTIONAL IF UNIT is INSTALLED DIRECTLY TO SOLID CONCRETE. DEPICTED AS 2x ARE I Wr THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BUCKS AUTHORITY HAVING JURMDICTION VED BY THE IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED- IF USED, NON-SHRINK, NON - METALLIC GROUT PM PSI MIN.). (DONE BY OTHERS) o MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS * q4 MOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION WOOD. 300 FELT PAPER OR MASTIC IS REQUIRED W BETWEEN THE GROUT AND V t MIS AMF E MIAMI —DADECOUWY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S1Y 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2S99 NOTICE OF ACCEPTANCE {NOA) www.m1amfdade.ff0v /eaanomv PGT Industries 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 MiamiDade 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 "PW 701/ 7201820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD- 720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or If there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No. 13- 0302.03 . (q, Expiration Date: February 19, 2019 Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- 720420, titled "Series Fixed Window Installation Gruidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -7212, dated 03/21 /13, signed and sealed by Marlin D. Brinson, P. E. 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 20394 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTU -3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105-01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime A. Gascoi , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July1g, 2013 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13 -0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 04/11/13, expiring on 12111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 005111, expiring on 01/14/17. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Caskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers— Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property— Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29 /13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted ruder previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on . 02/19/1.4. Jaime D. Gascon, . Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E--2 • mOI AEON+ q!� p A01AA W WNN OQ$ 111 $ 11 s eoem0e•,m,�,,,�.. -�� p lal 11 J D— ite- HESHr--i T J T %. 1 r+ff[c�►tr rlElca�tr f -""� I--—H F- -��' --1 F- •"ear' —I AiL J.L L_ _J1 f: G� m gm z� a T I IT > N� `--� ,--- z 1�0 T z9 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CgFxr.OFAUTK (941)4804800 WINSTALLATION GUIDELINES 4/12113 S & ELEVATION J ROSOWSKI S 1 OF 10 � UM720 -MMI lip j �44 Y srort�� �I$BlafBiK�f$�BYIB651i$l�kdi3 a�JP�m a��1�8 ♦ � 6 Sii ♦ • sti+ • ♦ • g ♦•♦ i Z Z t♦• a 2 Z ii iii .= ♦i NW JIOq a p m p1 6 a too &S a ♦a •'♦`♦ZZZi ♦i QQ •'1 • m A o It mjt�jw& ails 'v I I I Oil -101#1A co ft 1070 TECHNOLOGY DRIVE 1 $ ```���� �� N. VENICE, FL 34275 '� P.O. BOX 1829 > p Oil- FDcED NOKOMIS, FL 34274 WINDOW INSTALLATION GUIDELINES 4112(13 $� �.`� DESIGN PRESSURE TABLES 1 J ROSOWSKI �'rrrnrnrr���P� PW-72' NTS 2OF10 �@ MD- 720820.1 mil", Q Q T 1 a� o' OR I O � q� `�ttt + +i +iiriii 1070 TECHNOLOGY DRIVE N. IX P.O. BOX 34275 15� g ,� �` �� •' �o ' :2,c " NOKOMIS, FL 34274 , $ � 'z ,3 � 'r _ c�T.oFatlrH.�2e6 (941}481}•1800 � � { :4y ED7ESIGN OW INSTALLATION GUIDELINES 4h2/13 M %':'G, ''•• D' .`�+ ESSURE TABL ES 2 J ROSOWSKI ''4��+� �NTS 111 3 0F10 MD- 726820.1 I m. S s TABLE 7H8`LAMtg4ATED MOW= -1 1 91D'StiMRERLAYER 3118' ANNEALED GLASS 3t18' ANNEALED GLA98 4 11 USED AT CURVED FRAME M ONLY 29 818' 4j11 -7/8' O.C. WAX GLASS BITE LONG SIDE 1) SUCK LIONS MiOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE 79"70.78' DIMENSION TO DETER 7HE MM OIN AL 2) FOR SIZES NOTSHOWN, ROUND MTO THE NEXT AVARABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL VWNDOWS. FIND THffi SMALLESTVKNDOW SIZE IN THE TABLE ABOW VMCli THE WERALL dON8COM1PLEncIYFtrWffHML 4) THIS SHEET APPLIES ONLYTO FLANGEAND ECUAL4.EO WI DWAL DO NOT USE MM F94•FRAMEDWINDOM& TABLE & Window Demon Pressure (4/.. psQ forGtm Type 6 ) 61- 718 W -718 72 70 so 84 12 02 98 Im IN 1o9.1t2 30 30 +9V4ZL4 120 .901 -I a5l WTITTS + -1 +801-toLS TIM= WIM Willa +81.97 32 32 + -839 711 -188 3 +9'- 181.8 +81 -�.T 7 X23 +�I908 +91903 tOi 141 94 8 164 7WITTY 8 442 H M .5 +91921 +1.798 1714 ;We +9Q?-"ZS +W47.1 ♦ .828 +/419.9 +14Wb ♦ 6 0- 7 ♦1.772 1 ;-73.4 N -722 4 711 T +m2 •567 Vial +91 4- • 0849 +/-08.3 0x9.4 49L8 04t3 ♦ 8 - 8 +1. 2 0.743 071.3 ;8X9 4M •688.4 • 8 N 42 +/•73,8 +170.9 7 7 M- 0.43 HJt3 -91.2 7 +181.8 H 8 +145.2 +1.731 44 *1418.3 1 U-4 4 +t -78.4 41-Ml ;438.9 ; 8 0.622 +141L ;4i7.8 +144A 0.703 45 414&4 V 8 W +. +1.70.1 +1439.8 83.8 +14" 48 7 3 8 41.71.0 +/-88.3 .5 ; 5 ime +1-71. +91.81.4 -74 • W3_ 058.7 ;-83,1 0-n3 H 82 0JRt 1 +146.8 449LB 1.72.4 448.8 756.1 +1 84 40-71.4 H -73:8 *1.7&6 ♦ 81. H 56 0- Nd7 0.76.4 60 ! 7 .;58.7 82 02 ;•n2 W .1 84 4W7 7885 88 87 7H8`LAMtg4ATED MOW= -1 1 91D'StiMRERLAYER 3118' ANNEALED GLASS 3t18' ANNEALED GLA98 4 11 USED AT CURVED FRAME M ONLY 29 818' 4j11 -7/8' O.C. WAX GLASS BITE LONG SIDE 1) SUCK LIONS MiOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE 79"70.78' DIMENSION TO DETER 7HE MM OIN AL 2) FOR SIZES NOTSHOWN, ROUND MTO THE NEXT AVARABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL VWNDOWS. FIND THffi SMALLESTVKNDOW SIZE IN THE TABLE ABOW VMCli THE WERALL dON8COM1PLEncIYFtrWffHML 4) THIS SHEET APPLIES ONLYTO FLANGEAND ECUAL4.EO WI DWAL DO NOT USE MM F94•FRAMEDWINDOM& TABLE & 1-3 f mmm WtoRi C� , A 20 ,3 ODE Y' 3 GLASS TYPE 6 i �"- LONGSDE --►� T_ SHORT b SIB P TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SFIOM 'Al 1- me'NO:L . - GLASS STACK I 1 7118'LAMI Gum 8TACK ACK , -�- 3fle•ANNEALEDa" -.4 -o Stir TEMPERED GLASS - TH8'AIRSPACE USED AT CURVED FRAME W3MSER$ONLY 011?A3'= M0a 1) a= DONEOWION8 mom FOR FLANamWM00OW8 ,vAmtALTYFROMITH m.T4TW g4To0EYnomTHESUCX01k . 2) FOR NOT SMK ROUND UP TO THE NEXTAVAOABLE SHORT WiLONGO ON. 3) FOR ARCFOTEORlRAL WINDOWS, FIND THE SMALLEST WMDOW Si2E IN THE TABLEABOVE WHDH THE OVERALL DIMMONS C09NLETEI.Y r-ff w 084. 4) TIMSHEET APPLIES ONLYTO FLAME AND EQIIALAEOVODOWS .DOPST USE W17HF94- FRNNEDVENDO S. EN .-- 3H8'ANNEALED GLASS -AW SO MITERIAYER LONG 818' 8DE 0LA88 BITE I 13 ­4SNORT I 80E GLASS TYPE 7 n LYNN No. 58705 p •• � STATE i3 •ll/�� IONAL A. LYNN M LLER, P.B. Window Design Pressure (+F, psl) for Gtms Type 7 61- 718 1 72 761 80184 lee 12 99 100 1 04 1 30 -i 4 +110430 +OW.= • 1ffi8 •91 -1 +91.117 -it +91 -1127 +91.098 32 +0 1 +91 -1251 + - 118 8 •91- 14.8 /L8 •906 881 +91- 104.3 •81 -9124 +986102 tOi 7 94 WMi 164 7WITTY _ 8 •906997 491.Ws3 +91921 +91 B 190 ;We 18 •81 -1 •91103.8 -100.9 4158 •91.93.3 H- 3 8 1.2 010 =1042 •814179 +91 •!>m41t • 0849 14919 0x9.4 +P ?8.4 04t3 +906 10&9 8 +91.83.4 •91 1 44172 •1434 N +/•73,8 +170.9 42 I +91-1032 +91.987 -91.2 +1417. H 8 41.71 +1.731 44RO +MI2 44 I •81 -98.7 • I +MI ♦ 41.4 44X8 +144A 0.703 + 4W4XL5 491 .2 1 + +14" '8 + 2 H 5 ime 80 +91.81.4 •6W. 1.78 . 0-n3 H 4 449LB .8 - .7 0- 4.87.5 +140.4 0-79. 4-78 +1.7.8 Nd7 0.76.4 • 5 82 ft+M44Q&S 84 1-3 f mmm WtoRi C� , A 20 ,3 ODE Y' 3 GLASS TYPE 6 i �"- LONGSDE --►� T_ SHORT b SIB P TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SFIOM 'Al 1- me'NO:L . - GLASS STACK I 1 7118'LAMI Gum 8TACK ACK , -�- 3fle•ANNEALEDa" -.4 -o Stir TEMPERED GLASS - TH8'AIRSPACE USED AT CURVED FRAME W3MSER$ONLY 011?A3'= M0a 1) a= DONEOWION8 mom FOR FLANamWM00OW8 ,vAmtALTYFROMITH m.T4TW g4To0EYnomTHESUCX01k . 2) FOR NOT SMK ROUND UP TO THE NEXTAVAOABLE SHORT WiLONGO ON. 3) FOR ARCFOTEORlRAL WINDOWS, FIND THE SMALLEST WMDOW Si2E IN THE TABLEABOVE WHDH THE OVERALL DIMMONS C09NLETEI.Y r-ff w 084. 4) TIMSHEET APPLIES ONLYTO FLAME AND EQIIALAEOVODOWS .DOPST USE W17HF94- FRNNEDVENDO S. EN .-- 3H8'ANNEALED GLASS -AW SO MITERIAYER LONG 818' 8DE 0LA88 BITE I 13 ­4SNORT I 80E GLASS TYPE 7 n LYNN No. 58705 p •• � STATE i3 •ll/�� IONAL A. LYNN M LLER, P.B. �Q¢ L, �m 1 - T LJ 1 D 19 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 carr oRnun+.se (941)480.1800 A FDCED WINDOW INSTALLATION GUIDELINES 4/12113 DESIGN PRESSURE TABLES 4 111 P NTS 6 OF i=,�T PU� sa• o amd gm-, a e A 111111M-12212 111111F-1 €Z IIIIAII�f�E €f IMMUNIZE 111111111111HE112 23 11111111111111112f 111111111111111ER IAI�IIIM �E I�A�I��A�A ICE 1111111111111111118 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 carr oRnun+.se (941)480.1800 A FDCED WINDOW INSTALLATION GUIDELINES 4/12113 DESIGN PRESSURE TABLES 4 111 P NTS 6 OF i=,�T PU� sa• o amd gm-, a e A 2x WOOD BuCxST" EDGE G gEE INSTALLATION INSTALLATION DISTANCE NOTE 2, THS SST TYPE C TYPE B EMBEDMENT INSTALLATION SLBE DAEi1 x o , TYPE A EMSEDMENT W MAX SEE NOTE 2. THIS St1EET am •. y • TYP. ANCHOR TYPE, EMBEDMENTAND : •� !; :: • EDGE " • ! • �'. DISTANCE _L EDP SEE TAKE S, THIS SHEET •' : - •• : .:� S •} �trl6lbaFlwlda DISTANCE / .. , Aaaepim!ae u4• MAX .. (LD1 1 Smd 1 4 TYP. ANCHOR TYPE " "'�' _ t . +•, ,:' • Oaoaml� EMBEDbMNT AND EDGE ' _� ,4 : . 11 DISTAI�PER SUBSTRATE, SEE TABLE S, THISSHEET •• 11 •� <, �• USE)ATCURVED '� 26 FRAME MEMBERS ONLY :.• �. '.:• ; EXTERIOR 0 11- TAI.O.D. MAX. 4 11 PERANCHOR �_ VSOB.ELKiNTWO1T11= _,� S `_.:l�.a'•. REO110S IT WBOXXNBt=WDTH- 2.314• M a x� VMCMBUCx WIDTH TE M VWNDOU TIP-TO- TIPWDDMVMTH PERANCHOR "Mm am RECAUREMEN HEIGHT I• MAX SBLL (+ HORIZONTAL SECTION A A I � IA HEIGHT VLSI" 012 STEEL 8ELF DRAUNO SNB O � LK#1T HEISIT� t TABLE S. 7ABlE8 MIaEdna Mug C.C. (j X1!1 ,l g vamm Sx'K Andw Subabdo Mh EmbedmW Ofthme _ g0 r w ° HEIGHT- INSTALLATION s12 w 414 aw sa sasses s "'�' °o�.. it o a O METHOD D WYAl1ATION ANCHOR Stall bd min it P.T. Sotiumm Pbm 1.118 rd P O 0) THE aw 012a 014 SW SO! O BP.ADO4GTUI wfQM 0.083" • tr EXTERIOR A38 ftd — ... 33 ada. 0.048' 18 1r 2• • 1r MIAMM=E APPROVED MULLION Y4 410 SB C101e = I-W MEEAERATENMALAOdBW (min 338ltaq r 1314• tz B STEELFRAMMOtSTEE.ST!!D 288 r 1314' it Vl SEE SUBSTRATE PIMPERIW% tw Sw umu!an 2-Ur ' TABLE &THSSBB:T 8 MAXSMM Gpo0lad CMU M 1M 1314' Tr W , �1l4• - ddi8. 8lao1 Uftm C 1 CMU IASTWI 0 00 1 2• it LIU 1XNK�DBUCKSTROt ' W8LOF3THREADSBEYONDTHEMETALSUBSTRATE 1XNN 0,, SEE NOTE 2. THIS allM ••� • l��N�IGEAISE -• •'���i. MOMENT .. CONCRETE PHt •, • t' ANCHOR INS ALLATIONNOTES :��` iT ..•� •: a`. :., ; a RECOMEMENT '...• -. r.;•, •-• • -' !: ••: :•. �,. • • 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW ENISEMUENTAND DISTANCE LOAM ' � Eoc L WOOD WX= DEPDDTEDONTWSIEETAS- W. AMBWX3WHOSETOTALT} 1OmasSLES3THAN1- Mr.1XWOODBLK2C8ARE tj1 ��lYt ��'t.. �fpF3 INSTALLATION �. TYP.AN(XORTYPE,EM IT DISTANCE AND EDGE DISTANCE PER OPT�NAI. IFUMTCIWBEDWAUMDOWEMYTGBMMCONCREMY MODSIC UEPICIEDASWARE1- N8'UMCRf�ATBt. MSTALLATIONTO THE SUBBTRATEOF WOW MMTOBE ENGNOM BY OTHERS OR ASAPMWMBVAURIORITYHAVBG 87 •., TYPES SALSTRATB,�TAS.E&THISSOO:T CTX �O �pF ��'��,` ..ONA1- VERTICAL SECTION B-B ``��• �!Ullllilitltt 3. FORATTACHMENTTOMETAL: THESTRUCTURALMEMBERSIALLBEOF ASZETOPROMEFULLSUMORTTOTHEYSNDOWFRAW 4. IF APPLICABLE, LOUVER DESIGN PRESSURE FROM EITHER VBN MOR MULLION NDAAPPLOES TO WHOLE SYSTEM. A. LYN4 LB IM P.E. P.8.9BWOB I-- DISTANCE INSTALLATION TYPE E 2X WOOD BUCKSTRIP INSTALLATION �,—ORFRAMIMSEE TYPE G NOTE 2. THIS SH9ET EMBEDMENT IM MAX EDGE =Tmm tW MAX 2 SHIM TYK ANCHOR TYPE. —EMBEDMEWr AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET USED AT CURVED I FRAME WA30OM ONLY W11-forum.mum IW MAX SHIM 0126DEEL —= SELF4)RILLM SNIS (GIII SEE TABLE S. THIS SHEET INSTALLATION TYPE H WSTALLATION TYPE F SEE NOTE 2. TYP. ANCHOR TYPE, PAMMMENT AND EDGE DISTAKMPERSUBSTRAM ON TABLE 06 THIS SHEET ti EKTERIGR VURM.ELmwvkqm. CONCRETE92W MANCHOR HORIZONTAL SECTION C-C WERIOR lu MW&MADE APPROVED MULLION PESEPERATEW4ALUISPILIM, STEEL FRAMM OR STEM STUD SEE GUIONINATErfoxmRIMM TABLE %THISSHEET TABLE 9: ix Vv= SUCKSTRIP. MIN. OF 3 THREADS BEYOND ME METAL SUBSTRATE. SEE NOTE Z TWA 5KEIWr CONCRETEPER EMESUMU ANC HM INSTALLAIM! NOM REQUIREMEPOT Na 1. WE OWYMCHORB LISTED ON THIS OHM. FOLLOW EMBEOMEWAND EDGE DISTANCE LIMITS. • INSTALLATION ZVI= BUCO DEPICTED ON THIS SHEET AS W. ARE BUCKS WHOSE TUIALTHICKNESS tS LESISTHIM i-Wr. IX VMOD BUICKB ARE -7 EDGE TYP. ANCHOR TYPE. EMBEDMENr OPTKWALFLUTCANSEROTALLEDDOW-MYTOSM CONCRETE WOW 13UCKS DEPWEDASWrARE 1-tWnMORGREATER. TYPE F TZAT AM EDGE =X= M BE MINEERED BYOYHMORASAPPROVEDRYAUTHONTYNAVM Acenvot. VERTICAL SECTION D-D SUBSTRATE S TABLE 0. THIS SWEET &JUIR'GISRDAICTITIAW CMEITTOMETAUTHE STRUMURAL MEMBER SHALL BE OF ASIZE 70 PROVIDE FULL SUMIRTTO THE VOOM FRME ...N..& .... o 4. HP APPLICABLE. LOWER DEBIGIII PRESSURE FROM EITHER WWWOR MULLION NOAAMMS 70 VOME SYSTEM. A. LYNN MR I Ell RE — — P" Wm NNE, =11m-m"--?�NKMIN ix Vv= SUCKSTRIP. MIN. OF 3 THREADS BEYOND ME METAL SUBSTRATE. SEE NOTE Z TWA 5KEIWr CONCRETEPER EMESUMU ANC HM INSTALLAIM! NOM REQUIREMEPOT Na 1. WE OWYMCHORB LISTED ON THIS OHM. FOLLOW EMBEOMEWAND EDGE DISTANCE LIMITS. • INSTALLATION ZVI= BUCO DEPICTED ON THIS SHEET AS W. ARE BUCKS WHOSE TUIALTHICKNESS tS LESISTHIM i-Wr. IX VMOD BUICKB ARE -7 EDGE TYP. ANCHOR TYPE. EMBEDMENr OPTKWALFLUTCANSEROTALLEDDOW-MYTOSM CONCRETE WOW 13UCKS DEPWEDASWrARE 1-tWnMORGREATER. TYPE F TZAT AM EDGE =X= M BE MINEERED BYOYHMORASAPPROVEDRYAUTHONTYNAVM Acenvot. VERTICAL SECTION D-D SUBSTRATE S TABLE 0. THIS SWEET &JUIR'GISRDAICTITIAW CMEITTOMETAUTHE STRUMURAL MEMBER SHALL BE OF ASIZE 70 PROVIDE FULL SUMIRTTO THE VOOM FRME ...N..& .... o 4. HP APPLICABLE. LOWER DEBIGIII PRESSURE FROM EITHER WWWOR MULLION NOAAMMS 70 VOME SYSTEM. A. LYNN MR I Ell RE — — P" Wm TYP. AfMOR TYPE, EMBEDAGM AND EDGE --►I EMBEDMEWT D03TANCE PER SA RATE. I BEE TABLE 10, THIS SHEET INSTALLATION TYPE A WUOm B= HEGHT VreBiLE LKW HEIGHT e WDOXAN SUCK HEIQW - 2-214 INSTALLATION TYPE) 2X WCOD BUCKSWRP OR RRAN1TA SEE NOTE 2, THIS SHEET M r- DISTANCE DISTANCE L Ertyar.� ?r=. -I INSTALLATION TYPE L #10 STEM SELF-DRILLINO Sipes (Gq SEE TABLE 10, TM MEET INSTAU ATM INSTALLATION TYPE J TYPE K {.— UV EDGE DMANCE sm 27CYUDOD oucxSTRO' UVWWBUCKSMW OR F RA%WM SEE OR FRAMDXi, SEE NOTE 2. THB MMT NOTE 2. THE MEET TYP. ANCHOR TYPE. BffWM EPR AND ol EIMDB4TANCEPERSUBU W1TE, SEg TABLE iO. THM SHEET 2X WOOD BUgCSTRP SObSitadO uxrmwm OR FRAMPA GEE wor X.1 IF em m P.T. PNa NOTE 2, THE SHEET `7 rU4'MAXSHBA pgAyO.pgpEA 318' 8 2112 x .148 NO STEEL FRAMI M O R STEEL SM 8A1' BEE SUBSTRATE PROPERMM M x P MW sef W' TABLE 10.TMS MEET EDGE DWANM 1 D TYP.MMMTM EIE3EDMENT T"- AND EIM DWANQ PER SUBSTRATE, SEE TMW t% TM WiMT VERTICAL SECTION F-F MOM VISMUUGHTVMTH- S WOII7MC WETH- &914' w2�a�x�cwronR HORIZONTAL SECTION E E re ®o �ro AOehaT SObSitadO MIR Edge Di>1 mN MwL O.G smim wor X.1 IF em m P.T. PNa 2.1/2' x .151.Own= W .T. SMftM Pore W) 318' 8 2112 x .148 NO P.T. Badlreln POre 8A1' 8 M x P MW sef W' P.T. SPA= PUre 112' 8 4410W AM 1. 6063-75 MUL 8118' 8 ifW A38 Steel env 8 0 8 Galftd SbA Gt. 33 1 BH8 W MTALLATM NOTES: L IFE ONLYAMMM LISTED ON THRB SHEET. FOLLOWENOMM 34TAND EDGE OMANCE LUM ILWOMBUMDEMI ONTHMSHMA8 'W.AREBLNMWHOSETOTALTHR ISLEB9THAN1- 1@'.1XMWBARE CPTU#LtFUMffCAMBEDWAU.EDDMGMYTOMPMKWM WOODBlMMOE 'WMAB"PAtEI- UrYHMC)RGREATEt MTALLATIONTOTHEStSSMTEOPVWWBU MTOBEENGDIEEEDBYOTtMCRASAPP BYAUTHORRYHAVM 3. FORATTACS MOff TO METAL: THE STRUCTURAL MEMBER SMLL BE OF A SIZE TO PROWME FLU SIPPORTTOTM WINDOW FRAME. 4 . IFAPPLKABLE. LOWER DEMP FROM EMIERIIR WNC>tR MUM NOAAPPLESTONBIOLEliM M. p •r Z z JOB Jill o . Jill 'I'll a e z jig o A °N gilli� go 110 Raj a, 41j NON ji 1z zl �v�g O �,1 a . c N 7VENICEE,FL DRIW 34275 t ` ��..... P.O. BOX 1528 `4q� NOKOMIS, FL 34274 jc J _ CWr.0FAUTK (941j4a� -1E�0 U► r 'Qr 0— �i°r 2 FDCED WINDOW INSTALLATION GUIDELINES 111 4/12/13 ....• .. ' , ` FIN INSTALLATION J ROSOWSKI rrrrrnnn�� � ws 9 OF10 1 MD- 720.520.1 Na t 02&0N -4k F ate•- & - - - - -- �- "l n1l i O N i O T -n Z o� mi 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 it P.O. BOX 1529 lj� i NOKOMIS, FL 34274 51- (941}480.1600 ;py m: F00 D WINDOW INSTALLATION oumeLINES 4112113 �' �:?�C' • w = ,•` BOM, EXTRUSIONS AND CORNERS J ROSOWSKI WS 10 OF 10 MD- 720 8'10.1 r Mukmi MIAMI -0ADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1 1805 S.W. 260 Strom, Room 208 `FAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315 -2599 _NOTICE OF ACCEPTANCE f 9A) PGT industry 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- 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. PERA 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 "SH 700" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 404040, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10107/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Bade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dada County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (Sea sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the mane's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" union 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 performances of this product. TERMINATION of this NOA will occur after the expiration data or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No. 11-101&14 6�0—?-, 1 Expiration Date: March 26, 2016 ` H App roval Date: November 03, 2011 Page 1 Z fiT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impaer, sheets I through 11 of 11, dated 09/01/2005, with revision "D" dazed 10/0712011, 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 20294 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 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sear by Edmundo I,argaespada, P. E. ( Submi6ted wader previous NOA No.07 -0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F17,4958 and FTL-5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada- P. E. (SubmWed under previous NOA No.07 -0322.06) 3. Test reports on:l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Looming per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11105, signed and sealed by Edmundo i:,argaespada, P. E. (Submitted under previous NOA No.07-10322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10105 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submited under previous NOA No. 0 101 S.OV t V 426c Jalme D. Gaseca, P. E. Product Control Section Supervisor NOA No. 11-101&14 Expiration Date: March 26, 2016 E -1 Approval Date: November 03, 2011 ET Indown NOTICE OF A!QCEUANCE, EVIDENCF,EMNUTTED B. TESTS (corr mFD) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05--1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 054018.01) C. CALCULATIONS r L Anchor verification calculations and structural analysis, complying with FBC - -2017, dated 01/11/2011, prepared, signed and�sealed by Robert L. Clark, P. E. Complies with ASTM B1300 --04 (Submitted under previous NOA No, 11-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayey*' dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 r Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC -2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL- -4988, FTL -5063, Fri-4645, FTL-4649, FTL 74723, FTL -4947, F11-4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10105, all signed and sealed by Edmundo Largaespada, P, E. (Yubnt tted under previous NOA No. 07- 0322.06 and 051018;01) G. OTHERS 1. Notice of Acceptance No. 1 1- 0405.10, issued to POT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. r I -"*, Jaime D. Gas n, P. E. Product Control Section Supervisor -NOA No.11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 } o � d o %A a _ It ya D �a z gig g a IR a'I I CD a � Z t- m 11' w�� to n a :i Ral W tob �To� i CW7 d ad d d W u: d= 1 ad .s d cd 4 td ei n® ai ai® oy' or .88 12" NOM. GLASS SITE —ififf ANNEALED OR HEAT STRENGTHENED GLASS AM SOLUTIA OR DUPONT PVB INTERLAYER 1B' ANNEALED OR HEAT STRENGTHENED GLASS Bmw NOM. 6/18° LAMINATED GLASS wr NOM. GLASS SITE m or 11fpANNEALED OR HEAT STRENGTHENED GLASS MO SOLUTUI OR DUPONT PVS WTERLAYER 1A'ANNEALED OR FEAT STRENGTHENED GLASS AWN• LAMINATED AIR SPACE 1A' ANNEALED OR TEMPERED GLASS ISMS' NOM. 13(18" LAM IG GLASS W/ 5J18" LAMI M lMM DM. SITE NOTE: LAW 10 OUTBOARD UTES MAY BE UPGRADED TO 3 MV WITH NO CHANGE IN DESIGN PRESSURE. a 0MMOR ter, (ALL 3MWANNEALED OR HEAT S GLASS .= SOLUTIA OR DUPONT PYS INTERLAYER WIC ANNEALED OR HEAT STRENGTHENED GLASS 711 LAMINATED 7118" LAMINATED GLASS Ire NOM. GLASS SITE L 3W ANNEALED OR HEAT STRENGTHENED GLASS "SOLUTIA OR DUPONT PNB INTERLAYER 3MMr ANNEALED OR HEAT STRENGTHENED GLASS 7MS" LAMINATED At SPACE 118° TEMPERED GLASS® I3u1Mr NOM. 131180 LAND IG GLASS W/ 7118° LAMI ........ 01: 4SP W. *T� on �= ,S3IOIdA�.��• A. L1II�VVlAILL; P.E. FLPEAMM 1PI FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH BILL OPTION BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WSOTOW HEIGHT WIDTH GLASS TYPE or 86° or 70` 72- 74- TABLE 1 78- 4r AB +00.0 -00.0 +80.0 -KO +$11.11 -K8 +Ko -f.0 +0011 1 -WO +M8 43 0 +KO • MLO or AA +Kd -MC +80.0 49LO +8IL0 -Ko +aao -80.0 +70.0 70.0 e -ao +7ao 790 +MO -00.0 +0011 -80A +moo -900 +eaa -0011 +aoo -ea0 lag9-7B.0 Tao s 77.0 +759 789 a3 Vs' A.B. +80.0 4WO +p.0 -�.0 +79.6 79 a +782 06.2 +89.6 •86.8 g," 70.4 +U0 -74.0 11P 19D p C,D, F,QH,LdK,L +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +50.0 -00.0 +80 49.7 +85 8 0 +80 0 -� 0 STANDARD VIEW & RADIUS TOP BASED ON FLANGED WINDOW WHr'TH GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE Z. TIP-TO-TIP FRAME DIMENSIONS WpW01AI K 13Mr LAND KR - V8` T. AIR SPACE, SPIV LM - A..OSO, HNOW 38 3W 44" 80 818" or 7T FTL46% 48M 4M TP 7r FTIAB49, 4650 48- a +80.0 -80.8 +S.0 -80.0 +800 70.0 +X0 480.0 +70.0 7aO +70.0 70.0 +70.0 70.0, 66- A,B,N +MO -00.0 +011.0 -011.0 +1111.11 -K0 +7 &8 79.9 +70.0 70.0 +70.0 Tao +7ao Tao or A. +K0 -K0 +80.0 -80.0 +80.0 .80.0 +7aA 78.9 +700 700 +89.6 •86.8 +87.8 87.8 a wr /1, ,L1 I +ILO -80.0 +800 -80.0 +BOA -80.0 +700 78.0 +06.0 48.0 +88 7 49.7 +85 8 0 up TO 88 O F, K%,ML 1 +80.0 WQ +80.0 -80.0 +SU 43LO +80.0 -50.0 +70.0 70.0 +700 +700 7Q0 11S�TIINt+ RAG_ �r MEE711Nti RAIL CUSTOM VIEW 8 RADIUS TOP FLANGE OR INTEGRAL FIN WINDO MB WIN" SILL OPTION ® TABLE BASED ON FLANGED TO-T! DIMENSIONS WRIWN WOW NIMIS BASH HBMOHT ONAX HT. W1 SASH * AND W MTGORAL M'4 M WH7L'N GLASSTYPE 17 V8- 1V18' 28311 333W 358118" 4413118- 56818- 015KC � SASH DVS- ,dK,L 080.0 -800 +�0 -M0 +80.0 -800 +800 -500 +70.0 700 +7a0 70.0 +700 70.0 +7a0 700 MEETING RAI. GLASS TYPES: TABLE 4. A. 8118' LAN - VIII& p US A F1L46{7, 48A 4r4 4W S. VW LAM - VrA,.09a Fn. -40a7, 4648 Q 6118' LAMP - PMW..M FTL.-4847,400 D. 71W LAN - 0 W .080 3Ha' F7L -404 48115 B. 71W LAN - V&.OMI, 311 M -4810 HP 71W I ASU- fWgAnM fA ft SHMM am-An" G. ISMS" IAMI N - V8° T. AN SPAM SHr LAN - fBWA,.08a V8" FTL-4W 4723 K 13Mr LAND KR - V8` T. AIR SPACE, SPIV LM - A..OSO, FTL. -40418 L 13118° LAMS Q - VS T ASR SPAN, 5MV LANE - WM,.oK Fn<" J.13HIP LAN 10 - VS T. AIR SPACE, 7MW LAW - S'&.09% VII M -4049, 46M K 13MV LAND 6 - V8' T. AIR SPACE, 7MV LAN - (SWA,.OM SMOM FTL46% 48M 4M L 13MV LAW 0 - lW T. ASR SPACE, 7110° LAMB- 090, VIM FTIAB49, 4650 NOTES: I. WINDMIS WITH THE LOW SILL OPTION ARE LWI ED TO A POSITIVE DESIGN PRESSURE OF +84A FSF OR LOWER AS SHOWN IN THE TABL.EL NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WN30W DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING Y FROM THE FLAN M TO- -TO-TIP FRAME DIMBMONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WI NDOM ARE 12 Off MINIMUM TO 3r MAXIMUM `�. ,I 88705 i�'�0��• . fLOiNOP��9: +!-N:' I Z M op-1 r—" — - Ix to Ix Io ° g o ix Ia Ix la Pi F a h� �1� •i :a w Ix Io ��— oo ���h�.. i �m0000 >� mvaa�aO � O�tA vi WNg�i. ygt yp� a p r - -z7r-1 INBIM NOTE: MIN. (1) MWEEP LATCH AT VENT CENTERLM OR OPTIONAL. BOTTOM LOCKS, (1) W FROM EACH SIDE OF SASH. MIDE r— I MAX VENT DAYUGHT OPENING ,I -!3 Iolilloi NOTE, BALANCE PARTS USED ® BASED ON BASH WEKW 9,10.11,15,16 u .� p �UuS 6SECTIO B-B 12 MYaLLFr SECTION C-C (LOW slu SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL ED MMSK" �? : L if alli atawi a IIIDQIfAl110�Tlf�B�T *+' SECTIONS %�0., 9ya r+x MOM a �L.rsS esoVXVCL= a4L.cao�oNems a � � SWGLEMWGVVPNDOW IMPACT aivl;6d FJGX B�l/Ob 9AM avw mo 6 a 41 4040,E O FLP.E.SBM � t Y a ` 1 i-LF. FRAME SEALANTALONG ENTIRE JOW I 1 Of 47 d/% i LF FRRAME,& 2 I� —aaea� .002 I II I� 1I z 430 2= 1� 062 B or 50 FLANGE FRAME HEAD I J SVWA 8083-TS —z 7sa 1.749 O FLANGE FRAME SILL (Low) WELD • �-T� I 8 or 50 �� SCREVY SEALANT OR 8IGASIGT 2 AT HEAD A 710 ND LL 040 LA I �-- 1481 -IT VIEW D-D VIEW E SASH t (In s vow HEAD a saL, RADIUS TOP SELL) (RA Dws �noP HEaD ONLY) FLANGE FRAME JAMB O a STOP TSS 17 #4083,0083-75 _ _ FRAME CORNER INSTRUCTION 94004.8083 -T8 (USED AS RAMOS TOP HEAD) 1.1� r— am z gee 1.,098 -�I 1 z4z —� °� GLAZING BE . 5118° t:JA49 84030S, 8083 -T5 .082 � 1.707 � 9 31 SASH SIDE RAIL 492 114908, 8oe33Ts 21 FDCED MEEnNG RAIL 28 SASH TBO7e 28r,- TSRAILI j limm { - -.e79- 42 GLAZING aB , 6/18" pRommFuraw #4044% 0003-T6 (USED W/ GSRILL XM p No / o� O GLAZING BEAD 7118' ` 11axn. eoa3 2" 083 060 m 1 uuu� �•— —1.087 ��` ,( �`(HNA��� '�i IGLAZING BEAD. 13/98" IG 64087, 808378: FLANGE a FRAME SILL Of" 88 SASH BOTTOM RAIL (MOD GLAZING BEAD. 7H 8' = �c ? ►� �� 94081A, 8093 -T8 O 8083 -T5 is j[►� OF AT tart I a IIIDQ/61N1u7lB881mr E RUSKMAllFRAME'CORNERDETAIL wmmf a 1100mimm WWWFLI e�s •�, SI p�-fG .`. lyaw A. 7e coR r7D U: Pma�ott� ALUM. SINGLE HUNG WINDOW IMPACT .. A Lt%�fr P.E. FJG 1.1 zGDros Haaeo�e w spa 1Zfb 6 Bamr &AGO % 7 , 11 40w w D FL P" mm ANCHOR QUANTITIES FOR 1H FLANGED WINDOWS TABUS. WINDOW HEIGHT SUBSTRATE: 2&803 34.803 40AM 46A03 I 62.803 68.803 64.803 78.008 WINDOW WIDTH CLASS TYPE e`3 � � 8 � '' "` � s � $ N � $ � 8'� 18.126 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12111 9121112E22 1222222222222222222222222222232233 _1 _1 A,B,M 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 9 1 1 I 1 1 1211191211121222222222222222222222222222232233 C,D,E,FA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H'N'J'K'L 12111Z1212121222222222222222292222232223332233 _/ A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 921112121212221222222222222222232222232223332233 _1 _1 _1 _7 C,D,E,F,Q 1 1 1 1 1 1 1 1 I 1 1 1 1 9 1 2 1 1 2 1 1 2 1 1 H, 4J.KL12122223122225122323222323 2223332233343233343344 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ASS 12122 2231222231223232223232223332233343233343344 C,D,E,F,Q 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37� MAK.I. 21222231223232223232223232323342333343334353344 A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 22122. 31223232223232223232323342333343334353344 PSF 79 C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40000 H,I,.I,K,L 2Z1222232223232223232323242333342334353334483344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ASS 22122223222323222323232324233334 S:343S3334463344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 22222223222323223324233334235334233435 334483446 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 212 2 2 2 2222222322232322332423533423533423343 $3334463448 PSF 79 79 CA,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48. 000 KWAL 222222232223233434233435333 3353345463465 2 2 2 2 2 2 #"2�23 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB.M 22222223222323343423343833343533454634PSF 72 79 79 C,D,E,F,Q 2 2 2 2 Z 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.128 1141213 A,B,M 2 2 2 2 2 2 2 1 2 1 2 2 2 2 3 2 2 3 2 1 2 1 3 2 2 3 2 3 2222222322233423543423343435343533444S334S48344 Haao°fw amp Mm I AITBI 8 • ll ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 . IM' ELCO 384 CRETE -FLEX ® 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMI NG DIMENSIONS. HEAD -181PC MAX. FROM TOP CORNERS JAMBS -17 Ur MAX. FROM TOP COQ 16 MAX. FROM BOTTOM CORNERS r MAX. OEM MTM RAG. ® BI.L. - ANCHOM NOT REQIJRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANnTMS USING THE DIMENSIONAL CRITERIA OF 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS INTEGRAL FIN DMIEISKXNS ARE V LESS S. DESIGN PREb'BS1RE LIMITATIONS 801 BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MNIlBIIA DE81GN PRESSURE FOR RESPECTIVE 8D1 AND GLASS TYPE B AVAOASLE. TABLE KEY*. MAX PSF (DP LR ED) 118 FIEAD 2 JAMB A=VE 2 3 MTQ RAIL JAMB BELOW MTQ RAIL (FULL DP) a +i ,�t,!i, MEAD qw �a`' . AM VWE o;� MTQ RAL JAMB BELO * ; Na UM RAIL fiAMM IW WACT r P.L 4840,10 D FLP.EJiWM ■ 01 ;I r r W A O� AAp S� pp� en pm [n P iL in "sod m m a !" !s a i� s Zoo [n m m m in Zm is -� ro FP JA mo P ap a +N + AJ'pap "� a a �iapa a r p as d{ a NaNfa a �i +a + +itpa a ab a + + a +m Of +a a + i +•�, +a _► +,r _a VMD q! aNaN VaNap aaN +pf.aNaN� +a.a+ a as a a +a r aaaE+ CONC Np }p jf®lall �ap+N +p +N +a +i CONC p NpN�p NppaNNN N NN N N w- I N N ife N "I WOOD N NNNN NpNN NNNN Naha Naha a�`ai N"'�N N "ANN N N N N N N N N N N N N N .' CONC 1 � < N N N N N N N N N N N N N N N N N N N N N N N N r N N N N CONC w W W w w W N N N, N N h N N W W N p V N N "a" N -±i a a a W W w W W w W co W W W W+ N N N N+ WOOD O p► W N N N N N N N W W N N CON C W N W N W N W W N W N W N W N N NN N N a N a N N 1 W W W W W W W W W W N N N N N N r COC A A A A A A w to W w W W N N, N N{ WOOD ,A NNNN Naha Naha Naha N 2 aa WNWN W W WNWN W W N NNNN W W N N N N N N N N N N N +Nia r N N N' r CONC 1 CONC m A A W A A W W W N W W W W N W W N W W N W w W W W W w W a W W r N N r N N r A W A W A W A W A N A N A N A N W N W N W N W N N + N + N a N + $3 A A A A N N A A W W w W W W N N N N WOOD W W N W W W A N W w W N W W W W N W W N W W N W W N W a W W w a W N ..s W N r N N ..� N N a N N a N N r 2 CONC A A N A A N A N A N A N A N A N W a W a W a W a NI N' 1 A A A A W W W W W W W ld N h N+ N 1+ CONC A W A W A N A N A N A N W N W N W N W N W + W �► w + w + --m- 2,3 A A A A A A W W W w W W N N N N WOOD W W W W N N N N N N 2 ® V . W N W N W N W N W "it W N N N a a a a a a r w W Cl. W N !e-2t— W w N N+ N N N N N N CONC Uai A A N A A w A A N A A A W N A W N A W N A W N w N W w W N w+ W w W a w N a w N a N N a N+ N 1 CONC CA Of W O� w A W A w N N N N -"-m A W A A N A A A A W W W W N N N N WOOD A N A N A N A W N W N W N W N w a W a W r w + N a h a N r N r 2 W W w W N W W W W N N N N N N N N CONC Cf W W W al N N N N N N N a a W a r a A A A A W W W W W w W W N N N N CONC p� W of W A w A w A N A N A NAN A a A a W r w+ w a W r Z3 A OI A A N A A A A N WOOD N A N N w N W N W N W N %.I'. W i W -+ N r N -� N N a W W N W W W W N N N N N N CONC r Ia W tl� W N W W N W N W N Cb N A+ A a W a W a W a W 1 A A A A A W W W W N N N N CONC 8p lo �pz�i N y a 5 m m a F B °-� Sf J P 11 i P Do Ipm $ ills 5 rCq- -m� o + m N Nl.. A N NNN Igo WAN+ +�+ m N �T QS 333 -1QQ3' ni+39 gill 9 _ y� 1 r N Z a pp g g g {gN� N N N N N N N a N N N N a + a a ' +�a 2,3 MOD N O1 y �1 cm W a N .► N r N al.+; r r aI r CMI; N N N N N N r r CONC OD a r CONC NN.�pN�NN�NN�NN VMDOD Np�NN�NN N N N N N N N N ++ � N N N p� NNN p 44 lal-,N a N> NI> NI+ .: W� W co N W N co N W N W W N N N N a N I a V M D 11 W" WOO 4/4 W N N +NaNIa CONC p W N m W W W co W W N N N .� W A W A A N N AIN WiN W I I> W N W+ CONG Z NI+ NI r U WOOD CONC p C A N A N WIN A A W W W W N N W W W N N VA= z �, NNN A 4 N W co W co , CONC W NN W c h N A N A N W A D A A W W W N N 'CONC p m NN .yO a A i W W W W W N N N omc A A W W W WNN C1 N A N WIN W+ WIr Nir CONC ne W N CAW A A A A W A1N W Al r A +WI+WIr W+ A r NI+ W+ N+ W I a D p CONC CONC •1` �m at N N W N a! W CA N ch " t cm C Cf W CI A W OIIN AIN A N A A+ N AIr W ++ WI +VMD W N N A N W+ W+ Pot +' CONC WN WN 111 01W � = a O V co co A• +Wi W W W W N N N cm ' 2. 3 fTl Wo A A A W W N N Cope Z CA Wia W a A A . W N N N A+ CAIN � a j W+ W+ WI+ W V co co W W A r Wr CLING fi m g r a Do Ipm $ ills 5 rCq- -m� o + m N Nl.. A N NNN Igo WAN+ +�+ m N �T QS 333 -1QQ3' ni+39 gill 9 _ y� 1 r N Z N N�A g g g g T +�+ ' +�a 2,3 MOD N O1 y �1 a W a N .► N r N al.+; r r aI r CMI; CONC NN.�pN�NN�NN�NN VMDOD Np�NN�NN NIN NIr N +NIr CONC 1:4-Q p 44 lal-,N a N> NI> NI+ .: .WNC W W A "Hal- N a W N W Na N N W N N I+ N I a V M D 11 W" WOO 4/4 W N N +NaNIa CONC p W N W N W N W N% W W �► NIa N �► I CONC A W A W A A N N AIN WiN W I I> W N W+ NI+ N+ NI+ NI r U WOOD CONC p C A N A N WIN 4 N W+ W I+ N I +WOO = C A W c h N A N A N W D p m ow CI N C1 N A N WIN W+ WIr Nir CONC ne W {W II CAW A AN W OWN N AN A1N W Al r A +WI+WIr W+ A r NI+ W+ N+ W I a D p CONC CONC •1` �m at N N W N a! W CA N ch " C Cf W CI A W OIIN AIN A N A A+ N AIr W ++ WI +VMD W N N A N W+ W+ Pot +' CONC WN WN 111 01W � ttt777_111 V co OAN A• +Wi 1 >W +GONG , ' 2. 3 m Wo w CAIIN 01 N CAN aI+ WI+ Wia VOOD as N CAN W A W N N A+ CAIN � A N W+ W+ WI+ 2 .;N`. V co N W N cis a A r Wr CLING Do Ipm $ ills 5 rCq- -m� o + m N Nl.. A N NNN Igo WAN+ +�+ m N �T QS 333 -1QQ3' ni+39 gill 9 _ y� 1 i IV , & ,` a -4 '%W11111111,11 fit- •`y \\ AI Weill ° p W � Ig � dap � gI� leggy a� 12 Rif � a 3 t9 W 8 1 a a a��� ® F xa n gwz J p i 6 J U ® 5 7 -- �.. Sio 1 _ LL 'I: Q r, �. •� St ••' '` 111""""' 0 Tj a c • �xa a a m ® Ell