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WS-16-1189Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 9701 BISCAYNE Boulevard Miami Shores, FL 33138- Owner Information MARIA GABRIELA ALE CASTRO Permit NO. WS -5-16-1189 M . Permit Type: WlndowslShutters Ior* Ciassifrcation: Window/Door Reptacem Permit Status: APPROVED Issue Date: 5/13/2016 Expiration: 11/09/2016 Parcel Number Applicant Address 1132060143320 Block: Lot: 9701 BISCAYNE Boulevard MIAMI SHORES FL 33138-2540 9701 BISCAYNE Boulevard MIAMI SHORES FL 33138-2540 MARIA GABRIELA ALE CASTRC Contractor(s) Phone R -METHOD CONSTRUCTION, INC. (305)798-7620 CeII Phone Phone Cell Valuation: Total Sq Feet: $ 7,500.00 1610 Type of Work: DOORS AND WINDOWS (14 WINDOWS AND 1 No of Openings: 15 Additional Info: Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $3.75 $3.75 $1.60 $5.00 $250.00 $15.00 $6.40 $290.30 Pay Date Pay Type Invoice # WS -5-16-59626 05/13/2016 Credit Card 05/03/2016 Credit Card Amt Paid Amt Due $ 240.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to pe. •rm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, st• em -nts or s.-cifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work a by =ither yself, agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WN WS, iOO"S, RO• G and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infJor ation i ac• rate a • at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abo(re,%nam= :. ntractor to e work stated. May 13, 2016 Authorized Signature: Owner / Applicant Building Department Copy May 13, 2016 1 / Con r. ctor ent Date r\\\6 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 -44 FBC 201q S Master Permit No. RC -15-1024 Sub Permit No. U) i6—. tQ,C� ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9701 BISCAYNE BLVD City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:11-3206-014-3320 Is the Building Historically Designated: Yes NO X Occupancy Type: R-3 Load: Construction Type: V Flood Zone: X BFE: FFE: OWNER: Name (Fee Simple Titleholder): JOSE G. CASTRO & MARIA G. ALE Address: 9701 BISCAYNE BLVD Phone#: 305-582-2836 City: MIAMI SHORESState: FL Zip: 33138 Tenant/Lessee Name: NIA Email: info@r-method.net Phone#: CONTRACTOR: Company Name: R -METHOD CONSTRUCTION, INC. Address: 2541 SW 119TH TERRACE Phone#: 305-914-5355 city: MIRAMAR Qualifier Name: LORENA TELLO State: FL Zip: 33025 Phone#: 305-798-7620 State Certification or Registration #: CGC 1519419 Certificate of Competency #: DESIGNER: Architect/Engineer: JOSE RUBEN JIMENEZ, ARCHITECT Phone#: 305-582-2836 Address: 300 OAKWOOD LANE SUITE 100 City: HOLLYWOODState: FL Zip: 33020 Value of Work for this Permit: $ S CO - oc. Square/Linear Footage of Work: 955 ADDITION / 655 ALT. Type of Work: ❑■ Addition [Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: DOOR AND WINDOWS (14 WINDOWS AND 1 DOOR) Specify color of color thru tile: SO 03 Submittal Fee $ Permit Fee $ 050 - CCF $ '� • 90 CO/CC $ 0 Scanning Fee $ b • W Radon Fee $ ' 5 DBPR $ 3 ' Notary $ Technology Fee $ 6 ' (40 Training/Education Fee $ . 6 Double Fee $ Structural Reviews $ 9 Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ `-f V• - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In absenc, such po ed notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was Oz day of Cook -," acknowledged before me this ,20 I `f ,by me or who has produced who is persopa)ly known to BVI Vt as identification and who did take an oath. NOTARV'P'VB1 Np1 TS1/1/ ` vQMMIS.•:.. S ��i Sigia��e 1 P•rint° —O #FF144306 . : ,/ / ,h! 1111111\ Off\```\` *********************************** APPROVED BY (Revised02/24/2014) Signature The foregoing instrumen 3 day of In re -4\4(A i'd'tc ONTRACTR was ackno ledged bef.re me this , 20 1,6 , by , who is personally known to me or who has produced L. Wt vex 1 Lt C • as identification and who did take an oath. NOTARY PUBLIC: hdariSign: (.C_ Print: '� 121. A. C L Seal: *** ************************** s y 4' "(e Plans Examiner Structural Review 47. BARBARA A E P '_. MY COMMISSION # FF 073975 '.� EXPIRES: March 29, 2018 ?.:et1h Bonded Thru Notary Public Underwriters ***€**4'#1****************************** Zoning Clerk ASP Windows and Doors It Just Makes Sense SptvicE AWARD American Storm Protection Corp. 10801 NW 14th Street #103 Miami, FL 33172 Lic./Ins: CGC1513274 Agreement Estimate No: Date: 2390 February 9, 2016 R - Method Construction 9701 Biscayne Blvd. Miami Shores, Florida 33138 305-798-7620 Lorena r-method.net The information contained in this agreement andror project documents is the sole property of Amencarl Storm Protection Corp. Any reproduction in part or as a whole caiihout the written permission of American Storm Protection is prohibited Opening configurations will be documented on the project floor plan unless commented on this detail. Viewed from the outside. (X) Moving panel - (0) Fixed panel - (HL) Hinge left - (HR) Hinge right - (LHA) Left hand active - (RHA) Right hand active ContactorResponsibilities: - Exterior caulking will be applied with a limited 40 year warranty polyurethane sealant. Interior caulking will be a standard paintable acrylic silicone sealant with a limited 40 year warranty - Buck and Stucco repair is included as needed - To provide client with proof of state license and certificate of insurance. - To haul away all trash and debris - To assist client with the following items but win not be held responsible for any damages: moving fumiture and valuables, removing window treatments, reinstalling window treatments, removing alarm system wiring, and covering work area to help prevent dust and debris from entering home. - To provide notice of commencement and partial release of Tien and manufacture order waivers as payments are made upon request. - To provide a three year warranty on labor. Frame Type: Aluminum Frame Color: White Glass Type: 5116" & 7/16" Impact Glass Color: Clear Privacy Glass For. No TM_605_SH_37 X 50-% - With Screens Mark A TM_605_SH_30 X 50-% - With Screens Mark B TM_1 x4 Tube mull_51" w / clips Mark B TM_605_SH_37 X 37 - Single Hung With Screens Mark C TM_605_SH_24 X 26 -Single Hung With Screens Mark D TM_300_Fixed Window - 24 x 24 Mark F TM_525_CM - 37 x 50-% - Casement Window `UNith Screen 4ar_k G Single Hung Single Hung 1/2 Hardware Notes: 3 point hardware included Manufacturer Lead Time: TM (6-8 Weeks) 6 $368.00 $225.00 $220.00, $595.00, $2,208.00 $650.00 $55.00 $298.00 $225.00 $660.00 $595.00 installation New Construction Wood Buck Included Field Measurements Required If nroiect is beim financed. please see comments. Option A (regular) - initial Deposit 10% - Upon permit approval 40% (plus city permit fees)- At delivery and installation starts 40% - After passing final inspection 10% Option 8 (expedited)- Initial Deposit 50% - Upon permit approval (pemrit fee) - At delivery and installation starts 40% - After passing final inspection 10% Upon su exempt the man case tial shag not be re for a Protect i1 Subtotal Discount $6,091.00 $0.00 shall only hold a maximum of 5% of the total corntract value but shah not exceed over S1,000. The following pending items are some than the allowable amount screens, glass repair, parts repair, hardware, etc. At times, a service ticket needs to be submitted to to take place. This is also a pending item that shall not be used against ASP to hold any more than the allowable amount. In the supply purchaser with a deck for the amount of the hold upon receiving funding from the third party. lb X Print Date Print Date �riSCM,� z/Zv/ k, +31°45 4 Zit 36 em1r 2/2 Office Representative CERTIFICATE OF LIABILITY INSURANCE 04/26/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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 certificate holder in lieu of such endorsement(s). PRODUCER Heritage Insurance Services LLC PO Box 1508 Palmetto, FL 34220 NAMEACT Jennifer Guagliardo -PHONE c Nr o. Ext): I FAX No): (941) 723-1440 E-MAIL ss: admin@heritagefla.com INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER : Lloyds of London, LLodys A0063 INSURED American Storm Protection Corp 10801 NW 14th Street Suite 103 Miami, FL 33172 INSURER : INSURER C : CIBFL0017267 INSURER D : 04/25/2017 INSURER E : $ 1,000,000 INSURER F : CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AQUI INSD U( WWI POLICY NUMBER POLICY EFF (MMIDOMfYY) POLICY EXP (MMIDDfWW) LIMITS A J COMMERCIAL GENERAL LIABILITY CIBFL0017267 04/25/2016 04/25/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 160 000 MED EXP (Any one person) $ 5.000 PERSONAL & ADV INJURY $ 1.000,000 GEN'L AGGREGATE VI POLICY OTHER LIMIT APPLIES PRO- OE JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABIUTY ANY AIJTO ALL OWNED AUTOS HIRED AUTOSAUTOS SCHEDULED AUTOS NON -OWNED COMBINED SINGLE LIMIT tEa accident) $ BOGLY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ GED RETENTION $ 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY FROFRIETOR/PARTNERiEXECUTIVE OFTICER/MEMBER EXCLUDED'? (Mandatory In NH) If yes. describe under DESCRIPTION OF OPERATIONS below Y! N N $ A PER STATUTE OTH- ER E L EACH ACCIDENT $ E.L. DISEASE- EA EMPLOYEE $ E.L. GSEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS $ VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CANCELLATION Fax #: (305) 756-8972 Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014101) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD From: Maximo Dopazo Fax: (866) 647-9673 To: +13057568972 Fax: +13057568972 Page 3 of 3 05/06/2016 1:52 PM ACORL7 CERTIFICATE OF LIABILITY INSURANCE �.----- DATE(MM/DD/YYYY) 5/6/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) 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 certificate holder In lieu of such endorsement(s). PRODUCER Dopazo & Associates Inc 8725 NW 18th Terr Ste 300 Miami FL 33172 CONTACT Maximo Dopazo CPIA (PHONE (305) 470-8500 FAX (866)647-9673 (Pq (A/CNo, Ext): (A/C, No): ADDREss:max@dopazo.com INSURER(S)AFFORDING COVERAGE NAIC # INSURER Accident Ins Co 11573 INSURED R -Method Construction Inc 2541 SW 119th TER Miramar FL 33025 rnveonn_oc .._.._._..--__ ....----- --- ---- - --- INSURER B : INSURERC: INSURER D : INSURER E : INSURER : v 1V1V1l 111VIVIGGR. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AUUL'SUI3K INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000, 000 A CLAIMS -MADE X OCCUR DAMAGE 10 HEN! ED PREMISES (Ea occurrence) $ 100,000 CPP0008397-03 4/24/2016 4/24/2017 MED EXP (Any one person) $ 5,000 1,000,000 PERSONAL & ADV INJURY $ GEN'L X AGGREGATE LIMIT APPLIES PRO- PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS - COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMI f (Ea accident) $ ANY AUTO ALL OWNED — SCHEDULED BODILY INJURY (Per person) $ AUTOS AUTOS NON -OWNED BODILY INJURY (Per accident) $ HIRED AUTOS AUTOS PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB — OCCUR EACH OCCURRENCE $ CLAIMS -MADE AGGREGATE DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N STATUTE ERH MANY EMBER EXCLUDEDCUTIVE OFFICER (Mandatory N/A E.L. EACH ACCIDENT $ In NH) If yes, describe under DESCRIPTION E.L. DISEASE - EA EMPLOYEE $ OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) General Contractor. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAZIM SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE M Dopazo CPIA/MAD ACORD 25 (2014/01) INSn75 nmann O 1988-2014ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Florida Building Code Online fruff Florida Departments Business Professi na Regulation BCIS Home License efficiently. Regulate fairly. ncEo. lCflEf 'Y FIGE,,O i!CRET - Y • • • • • •• Product Approval USER: Public User Submit Surcharge I Stats & Facts Publications d FBC Staff BCIS Site Map Links I Search BUILDI► R•VIEW APPR�� Product Aooroval Menu > product or Aoolication Searrh > Aooliration List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL4334-R6 Affirmation 2010 Approved Product Manufacturer Masonite International Address/Phone/Email • Authorized Signature • • • •• • • • • • • •••rechnic�l �• epre� • Address�PHbflc+/E • • • • • • • • • • • • ••••� •Quality Asgtyince Representative • • • • •: . • • i•••• • • ••.• • •••. • •••• prnethod residential+retail architecture • • APPROVED ❑ APPROVED AS NOTED • •• • • • REJECTED ❑ REVISE & RESUBMIT • • • The reviAbv of this Shop OryNrsj j6DNLY for general conformance with the design intent de- scntt¢y in tis Contract Documents for this project. The Contractor shall verify all dimensions andrquantitie% The appipsaf c I! Shop Drawing does not relieve the Contractor from re- spdhsibilityRx deviations treirtittee,Pontract Documents or for any / all errors and / or omis- sionsepiVited in the Shop Drdwing. The Contractor shall be responsible for any delays in • the workcaused bXa1t = / omissions / delays / deviations referenced herein. •••• • I • •. 2 I (_ Date: 5 • •Qy• • • . ••• • • • • • • • • • ••• •• • • • • • ••• •• • • • • • • • • ••• • • • •• ••• •• ••• • • • . • • • • • • • • • • •• • •• • • • • • • • • • •• • • • • • • • • •• ••• •• •• • • • • • • • • • • •• •• • • • • • ••• • • • • • ••• • • • • • • • • • • • •• •• • • • • • ••• 1 r • E b 1 Florida Building Code Online 4 new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ONo ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 02/06/2012 02/06/2012 02/13/2012 Summary of Products _ _ _ FAL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO120.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 504A.odf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O/S Single Door Limas Qt ese} Approved icor use in HVHZ: Yes Approved for use outside HVHZ: Yes Impaet Resistant: Yes Des g ii* ssure: +70.0/-70.0 Otrlr! Evaluated for use in locations adhering to the Florida BuiidingQe including the High Velocity Hurricane Zone, and wherrpjessure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the a&hitt pressures listed. 3'-0" x 8'-0" max nominal size. Hufitce•aprotective system is NOT required. See anchor detail DWG L0121-05 for additional information. Certification Agency Certificate fL4334 R6 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions fL4334 R6 II FLO121.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports fL4334 R6 AE 503A.odf Created by Independent Third Party: Yes 4384.3• • • • • •• Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO121.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.odf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.02.PDF j Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO121.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.odf Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque O/S Door w/ or w/o Sidelites http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvjunPuaFIwHGK%2fQSgxj%2b37K6SM%3d[2/17/2012 1:43:07 PM] Florida Building Code Online • • •••••• • • •••••• • •• •••••• ••••• • • ••••• • • •••••• • • •••••• • •• •••••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.O1.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO120.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.pdf Created by Independent Third Party: Yes 4334.6 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO120.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes 4334.7 • ••3• • ••••t • • 1 • 1 •• •• • • • • • •••• • • •••• • • •• • • • ••• • •••• • • •••• Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. HurrjcanA protective system is NOT required. See anchor detail DWGA-FI=l123-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0123.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.odf Created by Independent Third Party: Yes 433• .8• • • Limiioftlse Alproved for use in HVHZ: Yes ••• Approve•d.For use outside HVHZ: Yes ITOStt Resistant: Yes Desist' pressure: +60.0/-60.0 Meal. Valuated for use in locations adhering to the Florida BuiIdimg Code including the High Velocity Hurricane Zone, and where OrtSsure requirements as determined by ASCE 7, Minimum Desi n•L�oads for Buildings and Other Structures, does not exceed the.fesigr=pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail 1DWG-MA-FL0122-05 for additional information. Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R6 C CAC NI005930.03.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0122.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes Back Snntart lls :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2010 State of Honda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(dtdbor.state.fl.u' Product Approval Accepts: '•11 EC Reck sccurIt V �1 ETR Ctd 1 -JSAPE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvjunPuaFIwHGK%2fQSgxj%2b37K6SM%3d[2/17/2012 1:43:07 PM] • • ••• • • • •. • • • • . • • ••. • • • • • • • ••• • • • • • • 1' K-e4J %tel ire HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, GOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM D2843 53.4% X TENSILE STRENGTH. ASTM 0638 3.2% DIFF +19.0 / -19.0 +19.0 / -19.0 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 • SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET /1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS • ••• • • • ••• • •• • •'• • •• • ' . • • ••• •• • • • • • • • ••• • • '•' •• • • • • • • • • • ••• • • • • • • • •..•• •• • • • SINGLE DOOR UNIT WITH SIDELITE MAX. FRAME HEIGHT 97.875' 149" MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. •I- . r /STAAL ••WAG 37.5" MAX. FRAME WIDTH •• • . r. . 1••• MAX WIDTH INSWING m INSWING OUTSWING OUTSWING• X 37.5" .. +50.0 / -50.0 +19.0 / -19.0 +19.0 / -19.0 +40.0 / -40.0 +40.0 / -40.0 +50.0 / -50.0 +50.0 / -50.0 XX 74" +50.0 / -50.0 +50.0 / -50.0 DOUBLE DOOR UNIT W/SIDELITE$ I SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDEIITE MAX. PANEL HEIGHT 95.250" 10NOM Certificalon/ _go p3 U DOUBLE DOOR UNIT W/SIDELITES • High Dam Threshold Design KURT BALTHAZOR FLORIDA P.E. #56533 01 0 a_ a J m (0 0 0 o_ N rn N to N N (n N m 01 U 0 a O W O o0 0 N r- 0 N 0 7 0 N 0 U CD 0 Z we 2/ 1/05 SCALE: N.T.S. DWG. 87. SWS CHI(. BY: DRAWING NO.: DWG-MA-FL0123-05 SHEET 1 OF 3 DESIGN PRESSURE RATING WATER PENETRATION TEST PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X 37.5" +50.0 / -50.0 +50.0 / -50.0 +19.0 / -19.0 +19.0 / -19.0 +40.0 / -40.0 +40.0 / -40.0 +50.0 / -50.0 +50.0 / -50.0 XX 74" +50.0 / -50.0 +50.0 / -50.0 OX or XO 75" +50.0 / -50.0 +50.0 / -50.0 +19.0 / -19.0 +40.0 / -40.0 +50.0 / -50.0 050 112.5" +50.0 / -50.0 +50.0 / -50.0 +19.0 / -19.0 +40.0 / -40.0 +50.0 / -50.0 OXXO 149" +50.0 / -50.0 +50.0 / -50.0 +19.0 / -19.0 +40.0 / -40.0 +50.0 / -50.0 • High Dam Threshold Design KURT BALTHAZOR FLORIDA P.E. #56533 01 0 a_ a J m (0 0 0 o_ N rn N to N N (n N m 01 U 0 a O W O o0 0 N r- 0 N 0 7 0 N 0 U CD 0 Z we 2/ 1/05 SCALE: N.T.S. DWG. 87. SWS CHI(. BY: DRAWING NO.: DWG-MA-FL0123-05 SHEET 1 OF 3 • • •.• • •. ••• • • • ••• .• •• • • • • • •.. •• •• • . •• • • • • • • • • ••• • •• • ••• •• • • •• • . •'•• • • . , 1• • • •.• .. • ••• • •• SEE DETAIL • • •. �i• • • • : : : ._• • • • • AIL _ —E 1_ ---(� , r ► --1,/,----1, 6• • OA —6.. 3»_ ► 1 I • • • • •• • • ••• _ , 1 ti 3" 6" — 3" 3" SEE DETAIL 3" — 6" DETAIL "D" 1.375" NSWING THRESHOLD #10 x 2" #10 x 5/8" #10 x 2" #10 x 5/8" 0.962.1 DETAIL "C" TYP. T�� OUTSWING THRESHOLD #10 x 1-3/4" #10 x 3/4" 1 1.75" 1.047" HIGH DAM 0/S THRESHOLD I-- 3"1 1 •1 30 #8 x 2-1/2" f DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED 0.090" SAFLEX IIID 0.124" ANNEALED ALUMINUM OR BUTYL SPACER DOW 832 OR EQUAL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. FXTFRIOR INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS 6 X 1-1/2" PHS DOW 832 Addenirn to NAM OR EQUAL Cerliticalica No.: tiiD930 Reviewed By: 8 0 0 0 a PART OR ASSEMBLY: o 3 3 3 co rn N 3 m 0 a. to 0 o 0 0 a z 0 1n 0 5 a cc 0 x 0 z 0 N 0 0 0 r1 0 ENN 0 0 I- 0 D0 Q 0 z N z 0 0. we 2/ 1/05 SCALE: N.T.S. DWG. BY: SWS CNN. BY: DRAWING NO.: DWG -MA -F10123--05 SHEET 2 of 3 • • ••• • ••.•• • • • • .•• • • • •• • . • •••• • • • • • ••• • • • • • •• SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. • • • • • • • • • • ••• • •• • • • • • •• • • • • • • • ••• • • •• • •. • • •• • • • •• • • • • ••• 3" — •• • • • . • •• • . • • •• • • • • • • • • • • 4 MORE EQUALLY SPACED ••• • • • • • •• • • •• ,• n SEE DETAIL "D" SHT. 2 U iD 3" —I 0 25" SHI TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3I ► O - ► .. s" 3.. I� 3.. 6" 3" r 1 INF 0 4 MORE EQUALLY SPACED 6" - I I 6' H 6" 0 I► A�n 6" I I ..2 6„ ..�.. „ 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. • • • • • • • • • • ••• • •• • • • • • •• • • • • • • • ••• • • •• • •. • • •• • • • •• • • • • ••• 3" — •• • • • . • •• • . • • •• • • • • • • • • • • 4 MORE EQUALLY SPACED ••• • • • • • •• • • •• ,• n SEE DETAIL "D" SHT. 2 U iD 3" —I 0 25" SHI TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3I ► O - ► -- I 6" 6" 3" 0 LJ 33" 3" 6" 6" I 2. II( 'p :11 O 0 4 MORE EQUALLY SPACED 6" - I k-3" TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1 o. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES. Addendum 13 NAM Cedicato4a: 2 Reviewed&/ Dote Re' 1,1 D 0 1. PART OR ASSEMBLY: 3 N 3 N N 3 N rm 0 N 0 0 w CD z U 0 0 0 0 a g c� 0 0 0 0 0 1 N 0 0 0 0 N ut 0 0 0 0 U m 0 Z Z 0 z DATE: 2/ 1/05 SCALE: N.T.S. DWG. HT: SWS CHK. BY: DRAWING NO.: DWG -MA -F1.0123-05 SHEET 3 OF 3 • Florida Department) Busines 7 ) Professi Regulation BCIS Home Log In i User Registration License efficiently. Regulate fairly. Product Approval USER: Public User Hot Topics Submit Surcharge I Stats & Facts Publications 1 FBC Staff BCIS Site Map Links , Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL15920-R1 Revision 2014 Approved Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email • • • Quality Assurance Representative • • AddrassAape/Email • • • • • • • • • • Cateio• r� ••• Windows • • • • • • Subcatnor , Fixed • • • • • • • • . • • • • Compljapie• Method Evaluation Report from a Florida Registered Architect or a Licensed • • • •••• • ' •••• • Florida Professional Engineer • • 1 Evaluation Report - Hardcopy Received • •• • • • ••• • • Florida Eag+neer or Architect Name who developed Frank Bennardo • •••• the L•voaPuati In Report ' ....• Florida License PE -0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE 1 Validation Checklist - Hardcopy Received Certificate of Independence FL15920 R1 COI Indeo,odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • •• • • • • • •••• • • • • • • • • • • • •• •• • • • • • •••• Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/28/2015 05/01/2015 05/10/2015 06/22/2015 FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Window Series "300" Aluminum Axed Window - LMI/SMI 74" x 122" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Installation Instructions FL15920 RI II Dwa.Ddf Verified By: Frank Bennardo P.E. 46549 Created by Independent Third Party: Yes Evaluation Reports FL15920 R1 AE Eval,Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: • •• • • • • • • • • • • •• •• • • •••• • • • • • •••• •••• • • •• • • • • • ••• • • •• • • • • •••• • • • • • securrt M nT,tcMEM .4' p.m ethod ,c. method ,inc AA26002053 residential+retail architecture APPROVED ❑ APPROVED AS NOTED REJECTED ❑ REVISE & RESUBMIT The review of this Shop Drawing is ONLY for general conformance with the design intent de- scribed in the Contract Documents for this project. The Contractor shall verify all dimensions and quantities. The approval of this Shop Drawing does not relieve the Contractor from re- sponsibility for deviations from the Contract Documents or for any / all errors and / or omis- sions contained in the Shop Drawing. The Contractor shall be responsible for any delays in the work caused by any er rissions / delays / deviations referenced herein. 5 1`2- Date: I < <O 1 9 TM INDOWS TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. B. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 K5I. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.# 13-0129.27 AND E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING 15 NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER •OIL AICaST & DAMAGE& INCLIIII014G LEG4U.FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICASION, SYSTEM EI CTION,C< CONS AUQIOjI PRACTICES BEYOND THAT WHICH I5 CALLED FOR BY LOCAL, STATE, eFEDERAL CODES 8'fiLOMLDEVATIONS DF t ITIS PLAN. 15. ERUPT A! C(Pfi!SSN PROVR ED•1IITEIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDW 16. A!TERAtIeht, ADAItIONS,41OR 01HEI$MARI•NGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. • 000 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • 4141 . •.• • 41.0 • FL #15920.1 FRANK L BENNARDO, P.E, 44V1446949__. 4141.• • ' VAIp F09(}ZJOB09 OyLY �. ZSTPT� C� • n 15-2370 SCALE: NTS 101 AA.[ ENNI RIPROM: COVER SHEET 8 J • -. • 41.0 • • . • . • . • • • • • ••• • • • • • • • • . • . . • • •• •• • • • •• •• 4100 • • • 000 • • E R POSSIBLE ARCHITECTURAL SHAPES. NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND UE SIDED TRAPEZOID HALF EYEBROW QUARTER SEGMENT TRIANGLE HALF -CIRCLE HALF ELLIPTICAL QUARTER CIRCLE TRAPEZOID FULL CIRCLE EYEBROW PENTAGON OCTAGON ARCH GOTHIC JOINT WELD POINTS TYP. (MAY VARY) EXTENDED FULL ELLIPSE HALF ARCH OVAL EQUAL LEG TRIANGLE • • • • • �' • • • • ...• • WGON • • • • FAN ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf. MAX. H0TD eG •• • •.• • • • • • • • • • • • • • ••• • -•• SURFACE APPLIED FALSE MUNTINS OPTIONAL 12" MAX. FOR ANCHORS TYPE A & C OR 6' MAX. FOR ANCHORS TYPE B f 1 ``,, TtARpO, P.E� 2'-3'MAX FROM ANY JOINT OR CORNER 1 O 6 D.L.O. FRAME WIDTH TYPICAL ELEVATION D.LO. WIDTH = WINDOW WIDTH -4" D.L.O. LENGTH = WINDOW LENGTH -4" ZEE z w J J 0 • o nn Z- zzb PEE' O 1: .0'. aLOIo Z H 1 1- 0 rn r6 � a$§ FL #15920.1 hi.. • • •• • • • x• • • • • •• • + . • T 11 } X WIDTH AYD LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. CON IEGIRei•EB•q DPFEN 15-2370 some: NTS 101 PAGE DESCRIPTION: COVER SHEET 8 J • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXISTING HOST STRUCTURE oiI MaIllii E� �tii OPTIONAL SURFACE APPLIED MUNTINS FRAME HEIGHT 0 0 ce METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING SEE MULUON APPROVALS FOR MULUON TYPE AND SIZE. EDGE DIST WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOST STRUCTURE TYPICAL SECTION 6" = VERT SECT 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST 2BY WOOD BUCK 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING SEE ELEV. ON PAGE 2/0 8r ANCHOR TYPICAL PICAL ANCHORS: CHARTS FOR SPACING & QUANTITY TYPE 'A' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE "13' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C. - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: YI" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED • • • • • • • •OR PSHNISD) • • • • • • • • • • • • • • • • TYPICAL•EDSE DISTANCE • • • • • • OOTCPCEIICRETA'GROUT FILLED BLOCK= 2-1/2" MIN. • ••• ••• ••• •• TO/O D S�T7RIPTURE=1"MIN. INTO -ME TAL STRUCTURE = 3/4" MIN. • ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • •••• •• ••• • • • • • • • • • • • • • • •• • ••• - -• FL #15920.1 J 0 0 CI 0 z 1- 6 m 4 V a 2 6 .11 OOPIRIG IBISPEEREGEPPESS 15-2370 6CALE, NT 1O1 PAGE OEBOOPIIONI COVER SHEET 8 3 l • • • • • • 1 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • }-EDGE DIST- ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 606345 MIN. 1/4" MAX SHIM LFRAME WIDTH—{ 1BY OR 2BY 1/4" MAX SHIM WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 44 A J I} -1- NOTE:�Y X WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63' AND FRAME WIDTH OF 53%" HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 53 %B" AND AN ALLOWABLE FRAME WIDTH OF 63" FOR THE SAME GLASS TYPE ANC) ALLOWABLE DESIGN PRESSURE. SEE ( ) FOR EXAMPLE VALUE IN SCHEDULE "A." INTERIOR 1/4' MAX SHIM 10 OR 2x WOOD BUCK (OPTIONAL) BED TYPICAL SECTION 6' = 1'-0" EXTERIOR D.L.O. FRAME WIDTH HORIZ SECT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING ISTING HOST STRUCTURE SCHEDULE 11/11 FOR SQUARE OR RECTANGLE OPTIONS- OTHER SHAPES ARE UNITED TO * 70 P80(SEE PAGE 2) DESIGN LOAD CAPACITY (453 METHOD) FRAME DIMENSION (X) FRAME DIMENSION M(+) GLASS TYPE 1A1 GLASS TYPE M2 GLASS TYPE 113 GLASS TYPE M4 GLASS TYPE M5 GLASS TYPE M6 GLASS TYPE IG1 GLASS TYPE IG2 P.S.F (-) P.S.F.(+) P.S.F. (-) P.S.F.(+)P.S.F (-)P.S.F.(+)P.S.F.(-)P.S.F.(+)P.S.F (-) P.S.F.(+)P.S.F.(-) P.S.F.(+)P.S.F (-) P.S.F.4+) P.S.P.(-) P.S.F. 28"32" 281/2" 70 70 70 70 80 BO 80 80 80 80 80 130 70 70 80 80 70 70 70 70 80 . BO 80 80 80 BO 80 130 70 70 80 80 53 1/8" 70 70 70 70 80 ' 80 80 80 80 80 BO 130 70 70 80 80 74" 70 70 70 70 80 00 80 BO 80 BO 80 130 70 70 80 80 106 1H" - - - - - - 80 80 80 60 80 130 - - - - 1111/4" - - - - - 80 130 80 80 80 130 - - - - 38 3/8" 26172' 70 70 70 70 BO 80 80 00 80 80 80 130 70 70 80 80 37" 70 70 70 70 80 80 80 80 80 80 80 130 75 70 60 80 531/8" - - 70 78 80 80 80 80 80 80 80 130 - - BO 80 74" - - 70 70 60 80 80 80 80 80 80 130 - - 80 80 108 1/4" _ _ _ - _ _ 80 BO 80 80 80 130 _ _ - 1111H" _ _ - _ _ _ 80 80 80 80 BO 130 - - - - 50 SIB" 261/2" 70 70 70 70 60 80 80 80 80 80 80 130 70 70 60 80 37" 70 70 70 70 80 80 00 80 80 80 80 130 70 70 80 80 531/r _ _ _ _ _ - 80 80 BO 80 _ - _ - 74" - - - - - 80 B0 80 80 - - - - - - 106 1/4" - - - - - - 80 BO 80 80 - - - - - - 1111/4" - - - - - - 80 80 80 80 - - - - - - Br 26 1/2" 70 70 70 70 80 80 80 80 80 80 80 190 70 70 80 80 37" 70 70 70 70 80 80 80 80 80 80 130 70 70 80 80 53 - _ _ _ _ - �80 (a 80) 80 80 - - - - - - 74" _ _ _ _ - - 70 70 70 70 - - - - - - 108 1/4" - - - - - - 70 70 70 70 - - - - - - 1111/4" - - - - • • -• U 4.O •70 70 70 - - - - - - 74 iM 261/2" 70 70 70 7. 80 BO - • • - 00 . t_� •- • •- • 1112_11_1018 •0 =807 BO•_a80 • 74 X80 • • 110. .70. 80• 0. 70 . • 80 80 - - 130 130 - - 70 70 - - 70 70 - - BO 80 - - BO 80 - - 37' 70 - 70 - 70 - - 7• - • - 531/8" 74• - - 1061/4" - - - •• a••. •• • •-• •. - - - - - 1111/4" - _ - _ - _ - - - 771!4„ 281/2" 70 70 70 70 80 60 80 80 80 80 80 130 70 70 80 BO 37' 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 53118" - - - • •• •• •• 41 - r 80 J(I 80 • BO - - - 74" _ _ • • • - -. -• JO . _ • -. 70. - l_ 0 • -. • 1 _ _ _ _• _ _ - 1061/4" - _ -• • •_ 1111/4" - - _ •• •- •- 0 - • -. • - •• • • - - - - - .. • • ... . .._ • . . • . -. - . •. •.... •. . . . . . • •. . •..•.. •• • • • . • • . • FL #15920.1 a 2 5 1,11 Ihl COPMBOIT ENORff98xo Dw6GS8 15-2370 SCALA NTS 101 PAGE DEBCRIPTIONI COVER SHEET • FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO07 P8 (SEE PAGE 2) 1 ENGIN - `•`: If.JG i 4` EXPR r- 160 SW 12th AVE&• - .;i,4i 33 DEERFIELD BEACF I•C sea.," 5� P, T PH: (954) 354-0660 W: • - -t" `Z WWW.ENGEXFC!•'• A PRANK L. BENNARDO, P.!., INCA. .4,1••mrroF ARTA on*, • m • �� , I DESIGN LGLASAD STYPITY SCHEDULE "B° FOR SQUARE OR RECTANGLE OPTIONS -OTHER SHAPES ARE LIMITED T0370 PM (SEE PAGE 2) FRAME FRAME GLASS TYPE M7 GLASS TYPE 142 GlAR3 TYPE M9 GLASS TYPE M4 M5 GLASS TYPE MS GLASS TYPE MB GLASS GLASS TYPE IG1 GLASS TYPE IG2 DM (1U GM (Y) (+) P.S.F (-) P.S.F. (+) P.SF (-) PS.F. (+) P.SF (-) P.S.F. (+) P.SF (-) P.S.F. (+) P.S.F (-) P.S.F.I) P,SF (-) PS.F..(+) P.SF. (-) P.S.F. (4 PS.F (-) P.S.F. DESIGN LOAD CAPACITY (ASD METHOD) 24" 70 70 70 70 80 80 00 80 80 80 80 130 70 70 80 80 -;- 7YaFTFT111hO FRAME FRAME GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE M4 GLASS TYPE 195 GLASS TYPE MB GLASS TYPE IG1 GLASS TYPE102 30" 75 70 70 70 B0 BO 80 BO 80 80 80 130 70 70 80 80 DM (X) DM M (+)P.S.F.(-) PS.F,(+)P.S.F.(•) P.S.F(4) P.S.F.(-)P.SF.(+) P.S.F.(-)P.S.F.(+) P.S.F.(-)PS.F.(+) P.S.F (-) P.S.F_(+)P.S.F (-)P.SF.M P.SF(-)P.S.F. 3B" 70 70 70 70 80 80 80 80 B0 80 80 130 70 70 B0 80 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 42" - - 70 70 BO 80 00 80 80 80 80 130 - - 80 80 30" 70 70 70 70 80 80 BO 80 80 80 80 130 70 70 BO 80Pr 4r - - 70 70 80 80 80 80 80 80 80 130 - - BD 80 38• 70 80 80 BO 80 80 130 80 130 70 70 80 80 54" - - - - - - 80 BO 80 80 70 70 70 80 80 80 50 50 130 70 70 80 80 80" - - - - 80 80 80 80 _ _ - " 42" 70 70 70 70 80 80 70 70 80 80 88" - - - - - 70 70 70 70 - - - - 38• 48" 70 70 70 70 80 80 80 80 80 80 80 130 70 80 BO 72" - - - - - - 70 70 70 70 - - - - - - 54" 70 70 70 70 80 80 80 80 80 80 80 80 80 80 80 130 190 70 70 70 80 80 74" - - - - - - 70 70 70 70 - - - - - 80" 70 70 70 70 80 80 80 70 70 80 80 70 70 80 80 BO 80 80 80 80 190 - - 80 80 08" 70 70 70 70 BO 80 80 80 80 80 80 130 30"- - 70 70 80 BO 80 80 80 80 80 130 80 BO 72" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 BO $ 70 70 BD 81 BD BO 81 80 80 190 - - BD 81 74" 70 70 70 70 80 80 80 80 80 130 80 130 70 70 80 80 42" - 70 70 80 80 80 80 80 80 80 130 - - 81 80 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 98" 48" - - 70 70 80 80 BO 80 80 80 80 130 - - 81 80 30" 70 70 70 70 80 80 80 80 80 80 80 190 70 70 80 80 54• _ - - - - - 80 80 80 80 _ _ - - - 38" 70 70 70 70 80 80 80 80 80 BO 80 130 70 70 80 80 50" - - - - - 80 80 80 80 - - _ _ . 42" - - 70 70 80 80 80 80 80 80 80 130 - - 80 8008" _ _ _ _ 70 70 70 70 _ _ - - - 48" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 72. - _ _ _ - 70 70 70 70 - - - - - 48" 54" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 74" _ _ _ _ - 70 70 70 70 - - - - - 80" _ 70 70 BO 80 80 80 80 80 80 130 - - 80 80 24. _ _ _ _ 80 eo 80 80 80 130 - - - - 66" - - 70 70 50 80 80 80 80 80 80 130 - - 80 80 30" _ - - 80 80 80 80 80 130 - - - - TM WINDOW AND DOOR, LLC 601 NW 12111 AVE. POMPANO BEACH, FL .__..._. (954) 781-4430 3" PICTURE WINDOW TEST PROTOCOL - LARGE MISSILE IMPACT EEC 511-1 EDITION (2014) PRODUCT APPROVAL FL*15920.1 72" - - 70 70 80 80 80 80 80 80 80 130 - - 80 BO 38" - - - - - - 80 80 80 80 80 130 - - - - 74' - - 70 70 80 80 80 81 81 80 80 130 - - 80 80 42" - - - - - - 81 80 80 BO 80 130 - - - - 24" 70 70 70 70 80 80 80 80 00 80 80 130 70 70 BO 80 4r - - - - - - 80 80 BO BO BO 130 - - - - 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 108" 54" _ _ - - - 80 80 80 BO - - - - - 70 70 50 80 80 80 80 80 130 70 70 80 81 80' _ _ - - - - BO 80 80 8O - - - - - 38" 70 70 80 80 80 80 130 80 80 58" - - - - - - 70 70 70 70 - - - - - 42" - - 70 70 80 80 80 80 - - 80 BO 72' - - - - - 70 70 70 70 - - - - - 8p 48" - - 70 70 80 80 80 80 80 80 80 130 - - 74' _ _ _ - _ _ 70 70 70 70 _ - 80 80 DO 80 - _ _ _ 24" _ _ _ _ - _ 80 80 81 80 80 130 BO" _ - _ - _ - 80 BO 50 80 - - _ - - _ 3P' _ _ _ _ _ 80 81 80 80 80 130 88• _ - _ _ - 80 80 80 80 _ - - _ -38" _ _ _ _ _ 80 81 8O B0 00 130 72" - - - - - - 80 80 80 BO - - - - - - 42 - - - - - - 80 80 80 80 80 130 - - - - 74" _ _ _ 80 80 80 80 - - - - - 48" - - _ - _ _ .BO 80 80 80 80 130 24" 70 70 70 80 80 80 80 80 80 80 130 70 70 80 B0 120" 54„ _ - - - - 80 80 80 80 - - - - - - 30" 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 ad' _ - - - - - BO 80 BO 80 - - - - - 38" 70 70 70 80 50 80 80 80 BO 80 190 70 70 80 80 66" _ _ _ - 70 70 70 70 - - - - - 42". - - 70 80 80 80 80 80 80 80 130 - 80 80 77. _ _ _ _ _ _ 70 70 70 70 _ 48": - - 70 8) 80 80 80 80 80 80 130 - - 80 80 74" - - - - - - 70 70 70 70 - - - - - - 74" 50., _ _ - _ 8) BO 80 80 - _ _ - - 24" _ _ _ _ _ 70 70 70 70 60 _ _ _ 80 BO 80 80 - - _ _ 30" _ _ _ - _ 70 70 70 70 - - - - 66"' - _ _ _ 70 70 70 70 - - - - - - 38" - - - - - - 70 70 70 70 _ - - - - 72•j - _ - - 70 70 70 70 - - - - - 42" - - - - - - 70 70 70 70- 74" 1 - - - 70 70 70 70 - - - - 48" - - - - - 70 70 70 70 - _ - - - - 24" 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 12r54" - - - - - - 70 70 70 70 _ _ - - - - 70 70 80 80 80 80 80 80 80 130 70 70 80 80 80" - - - - - - 70 70 70 70 _ _ - - - 30" 70 70 70 70 80 80 80 80 80 80 190 70 70 80 80 88" - - - - - - 70 70 70 70 _ _ _ _ . 38" 70 70 80 80 80 80 B0 80 80 72. _ _ - - 70 70 70 70 _ _ _ _ _ - 70 70 80 80 80 80 80 130 - 80 81 74" _ _ _ _ 70 70 70 70 - - - - - - 77 )<" 48" - - 70 70 80 80 80 80 80 130 - - 70 70 70 70 - - - v` wd G S k E S 54 80 33. - ..- - - 70 70 70 70 60'_ _ _ - _ _ 80 80 BO _ _ _ _ _ 42• _ _ _ 70 '70 70 70 _ _ _ 88" _ _ _ - _ 70 70 70 70 _ _ _ _ _ - 48' 70 70 fig] 6 2 d . " Bl ill 72 _ _ _ _ - _ 70 70 70 70 - - - - - - 128• - - - = 70 70 _ _ - - - - 74" - - _ _ 70 70 70 70 - - - _ 60" - _ - _ - - _ 70 70 _ - -•_ 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 8B. - - - - - - _ _ 70 70 _ - " ' -8 9 - 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 BO 7r - _ _ - - - - 38" 70 70 70 70 80 80 80 80 80 80 80 130 70 70BO 80 74• - _ - _ _ _ _ ®i 3 d&1 t Z R r 8 . Y3¢ B 6 (j : i Y {r 70 70 80 80 BO 80 80 80 80 130 80 BO 48. - - 70 70 80 80 80 80 80 81 81 130 - _ 80 801111 •�•f •—•-•—f - • • 8,311 70 70 70 84" 54" _ _ _ _ _ 80 BO 80 80 - _ - _ _ 42,—,18-7---• " •- •--•—• - • • 5 70 70 70 70 _ _ - 60• - - - - - 80 70 70 80 - - - - - _" 48' - • • • .• • _ • • • - - 70 70 _ _ - - - - 66" _ _ _ 70 70 70 70 - _ _ - 138• B4" • �•--•-• _ • • • - • • • •- - 70 70 _ _ _ 72 _ - - - - 70 70 70 70 - - - - - �.•—•-•-•�r— • • • —•-•—i—' , 74" - - - - - 70 70 70 70 _ - - - BC - •_—•___f •• •- - - - - - - - - 72" - - - - - - - - - - - - - - COP(RGHTEM BEH IME(3398 _ - 15-2370 30' _ _ _ - 70 70 70 70 _ - - - - .5- •-• • - • - • - - • - - 70 70 _ _ _ _ - SCAU1 NTS 101 I/ 42. 480 -. -• - • - • • - • • 1 " • - • • - • • • • •" +- 70 TO TO 70 - - - - - _ - PAO! D!SC•IP7ION1 COVER SHEET 1µ• •4l' .. -- • • •• ".B • ,- - - - - - - - 0 -• • •• - • - • 0 � • • •- or J 0-11Y. ••• - • - ••. - . ' - -8 - - - - 7," - - - - - - - - FL #15920.1 ••• . . - -__ • — .. • • • • • • Y ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 .090 BUTACITE PVB INTERLAYER 1/6" ANN. Ya" ANN SEALANT W DEPTH MIN. (TYP.) SETTING BLOCK AT//4 POINTS SEALANT 36" DEPTH MIN. (TYP.) • K. H.S. GLASS TYPES .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER INTERLAYER '6" ANN. 346" ANN SEALANT I/6" DEPTH MIN. (TYP.) .090 SGP INTERLAYER V4" H.S. SETTING BLOCK AT 1/4 POINTS 4 oNG o LIm SETTING BLOCK AT ) POINTS SEALANT %" DEPTH MIN. (TYP.) W H.S. 3/l H.S. w SETTING c7 f° BLOCK L?, AT 33 4 IV TEMP SEALANT I/6" DEPTH MIN. (TYP.) SETTING BLOCK AT 1/4 POINTS .090 SGP INTERLAYER YL" TEMP .090 BUTACITE PVB INTERLAYER 31" ANN. SEALANT 1/6" DEPTH MIN. (TYP.) SETTING BLOCK AT % POINTS I/6" ANN. '/6" AIR SPACE 1/a' ANN. .090 SGP INTERLAYER %." H.S. SEALANT 3/6' DEPTH MIN. (TYP.) SETTING BLOCK AT)'4 POINTS .090 BUTACITE PVB INTERLAYER H.S. SEALANT 34" DEPTH MIN. (TYP.) o UI {{uu SETTING BLOCK n�G ATI/4 POINTS 6 LS MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 0 113001 0.063" SILL/JAMB/HEADER EXTRUSION 6083-18 OTM -326 1/8" GLASS STOP FOR 1" GLASS 6063-T6 0 T11-327 1/8" GLASS STOP FOR 8/18" GLASS 6063-16 ® - 0.050' SNAP COVER 6063-T6 SO - 0.370' HIGH D VINYLS BULB AND 0.187" T -SLOT TPE POLYPROPYLENE FOR 5/16' GLASS ULTRAFAB n ) 32001 VINYL BULB - 0.175"0 INSULATED GLASS GLAZING BEAD AMESBURY O32011 VINYL BULB - 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY ® - (2) /8 X 1 US SCREWS Ai EACH FRAME CORNER SAE CR 2 1116 FOR RECTANGULAR WINDOW SHAPES ONLY O- SEAM SEALER ACRYUC SCHNEE-MOREHEAD :0 - - - 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER (') - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 0 - RAPID STRENGTH 6057700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS e - ALUMINUM "U" CHANNEL 2' LONG AT EVERY ANCHOR LOCATION (TYP.) 5052 1132 ALUMINUM • ® - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL • • 0 - 7/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL • ad - PRIMARY SEAL P18 4110 C - SECONDARY SEAL =CONE 6" H.S. 516" AIR SPACE W. H.S. • • • • • • • • • • • • • * ONLYAPPP E4FO� LSR( MISSILE IMPACT . ..••••••• • • •• ••• •• • • • •• ••• • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •.• • ••• • ••• • -• FL #15920.1 sA- a COP(R•R DICKERING DPRES8 15-2370 *CALM NTS 101 PA•8 D89CR0PTIONI COVER SHEET 8 • . • • • • • • • 000 • • • • . • . • • . . . • • • • • • • • • • • RIO 000 • • . 000 • . 1 1.269 ry 3.033 1.269 3.033 0/1 NOTE: 1!1 PART 814 IS NOT REQUIRED WHEN USING THIS EXTRUSION EXPOSED SURFACES EXPOSED SURFACES 0.129 rn 0.056 0 0.080 0.031 4- 0.312 4 0 0501 — 0.202 • 0 fsl 1.000 1.139 •• ••• • 0.125 • • • • • • •• • • ••••• •• • • • •• • ••• • • • • • NOTE: • •• EXTRUSIONS NOT TO SCALE. • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • ••• • ••• • - — — ••_ • • • • • • • • •• •• •••• •• • • • • • • •• • •• •• • •• • • •••• •• •• • • • ••• •• ••• •• • • • ••• • • • r In 0 0.813 14 0.090 FL #15920.1 F 5 WT7U•rt GENffE•3 IEPREPI 15-2370 SCALP, Rrs 101 PAGE DESCRIPTION: COVER S EET FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL • ••• • • • • • • • • • • • • • • • • • • •• • ••• .. WE.MENWj0DO, P.E, E A, ••• FL #15920.1 •• • • • • #fisc 1" GRADE 2 SMS (FOR 90° CORNERS ONLY) COFIRICHT ENGINEERING MRS% 15-2370 6('ALL� NTS 101 PAIN OE■CIUPRONL COVER SHEET 0 O °`e l • • • • • • • • • • • • •• • •• • • • •• • •• • • • • • • • • • • • .• •• • • • •. •• •.• • • • ••• • • • Business rofessiona • egulation Florida Departments Busines Professi na Regulation BCIS Home Log In License efficiently. Regulate fairly. 5•JHE W$EOETARY • • •• • • • • • • • • • • User Registration Product Approval USER: Public User Hot Topics I Submit Surcharge j Stats & Facts Publications 1 FBC Staff i BCIS Site Map Links Search Product Aoorovai Menu > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory • •• • • • • ••• CompQarrethod • • • • • • • • • • • •• •• • • • FloridaVngineer or Architect Name who developed the EfdlCati!n Report •w•• FlorideLktllip •• Quality.tstdrance Entity • QualiV4steliaance Contract Expiration Date • • • • • •• • • • ••• • •••• • • ••w• Validgtt8% • • •• • • • • • Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16132-R1 Revision 2014 Approved T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com Frank Bennardo frank@engexp.com Wi Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ✓ Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE -0046549 National Accreditation and Management Institute 12/31/2019 Keith E. Lorinos, PE Validation Checklist - Hardcopy Received FL16132 R1 COI Indeo odf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 • Product Approval Method Method 1 Option D • •• • • • • • •••• • • Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/27/2015 04/29/2015 05/06/2015 06/22/2015 FL # Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-75 Other. Installation Instructions FL16132 R1 II Dwa.Ddf Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Eval.odf Created by Independent Third Party: Yes Back Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement • • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: • •• • • • • • • • • • • • •• •• • • • • • • •••• • • • • •••• • • • • •• • • • • • • ••• • •••• • • • • • • • •• •• • • •••• • • • ••• • • •• • • • • • method 4 . residential+retail architecture APPROVED El APPROVED AS NOTED ❑ REVISE & RESUBMIT REJECTED The review is Shop Drawing is ONLY for general conformance with the design intent de- scribed in the Contract Documents for this project. The Contractor shall verify all dimensions and quantities. The approval of this Shop Drawing does not relieve the Contractor from re- sponsibility for deviations from We Contract Documents or for any /all errors and / or oy refis- sions contained in the Shop D ng. The Contractor shall be spons n the work caused by an fissions / delays / deviations referenced herein. Date: S t 2 I t y By: • •••• • • •• •• • • •• • •• • • • • • •• • • •• • • • • •• •••• • • • • • • • • • • ••• • • • • • • • • • • • WINDOWS t TM 5 TM WJND.W &,DOOR SERIES 525 AL�1NjiNVf�ti:C,4iS�MENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-16 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOA #14-0423.17) AND DUPONT PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOA# 13-0129.27) 12. APPROVED FOR SMALL. AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION 8Y CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 r —J N J 18 J LL 00 3a> S 4 a s - F � N z H N E I— I! Y e "PI {1 0 a� hg COPYRIGHTEN0INEERNGE%PRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET l • •••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• • •• • • • •• • • • • ••• • • •• • • • • • • • • • • ••• • • • • ••• 8 1/4" MAX. • FOR ANCHORS • • TYPE "8" • • 16 1/2" MAX. FOR ANCHORS • - • TYPE "A" "C' "D" ••• • ••• • •• •• •• •• • • • • • • (y" M�iC FROM • • • • iMX 761NT OR• • • • • CORNER (TVP.) • • • • • • •• •• • • • •• SURFACE APPLIED ■! FALSE • • OPTIONAL ■! CRL,-- Ii • • 6" MAX FROM I ANY JOINT OR FRAME HEIG L D 1.0. FRAME WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 Si" D.L.O. LENGTH - WINDOW LENGTH -4 /" 6" MAX FROM 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS TYPE "A" "C" "0" ANY JOINT OR r� CORNER (TYP.) ■I I I i-, 11 II :: -' __ I I 1 Ai III • • • • • SURFACE APPLIED FALSE MUNTINS OPTIONAL g " o P2 -L L., III__1"111 I1HE al III 1 D.L.O.11 FRAME WIDTH 6" MAX FROM ANY JOINT OR CORNER (TYP.) SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 Yd" D.L.O. LENGTH - WINDOW LENGTH -4 i's' • FRANK 1. BENNARDO, P.E. ` OKERIEEG471IIi No46549 t- d TE ' M ��i Si51/ � Circ �F?� v Z .50316t1 W 374°,101 NE3 OWE` FL #16132.1 M 0 Bao 59 5 6 852 5a W 2 VCO .5E MEMO WRESS 15-2372 sum NTS 1 pAae DESCRIPTION' COVER SHEET • • •• •• • • • • • • • • • • • ••• • • • • • • •• •• • • • •• • • • ••• •• • • • • • • ••• • • • • . • . • • • • •• EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING FRAME HEIGHT 5 111 • ••• • • • • • •• • • • • • • ••• • •• A?CHIRS PEi!NC OR• • S-1EIILE, SEWTY CAL EUIVA6IO1 FOti SPAC NG• ED E DIS•II • 1I1i:Tt: • • SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. SEAL SCREW HEADS WITH SEALANT (TYP.) 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - EXISTING HOST STRUCTURE TYPICAL SECTION VERT SECT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING otaiEOD4e7119/1 A D0. P.E. .40g 2BY WOOD BUCKf. ` I y No.4f s * . 1.9 s87E b° v '"': 7i'�� 1/4" MAX SHIM 0„96' rM/.� u CC-�3Saa��t a i t j U LL W € Ed ANCHORS PER f11 ff11 Q w L9 3 i ANCHOR SCHEDULE. 1 L m w % SEE TYPICAL ''',9 3 u ELEVATION ON SHEET 2/8 FOR SPACING ' (44-',1 W -3 Y 1'1' En C1 i i < TYPICAL ANCHORS: CHARTSSEE ELEV, PAGE 2/8 & ANCHOR FOR NSPACING &QUANTITY TYPE 'A' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'Et' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KS!) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2' MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: Yo" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (606345 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 0' - 5/16" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. (FOR TYPE "B") INTO WOOD STRUCTURE = 1 K" MIN. (FOR TYPE "D") INTO METAL STRUCTURE _ 3a" MIN. FL #16132.1 U " J m o 3<� O SEOs ui�o 3Jg DFaFa gypp' Z o a N oo O"2 rat, E =,;111 1111 1111 .111 CORMIER ENG0.EEAWG MESS 15-2372 SCAM NTS 1 PAGE DI CR1P120N1 COVER SHEET or e ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM 11I SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF SEALANT FRAME WIDTH OPTIONAL JAMB CONDITION 6" = 1'-0" HORIZ SECT • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• • ••• • ••• • • • • • • • •• • • •• • • • • • • •• • • • •� • 1G! Y•c1 2111%• • 1/4" 14011M• • �. • • • • W000 BUCK f I I` 1 1•• 1 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET I 2/8 FOR SPACING •• • •• • • • • IRTERIOR lx OR 2x WOOD BUCK (OPTIONAL) TYPICAL SECTION 6" = 1'-0" SCHEDULE "A" HORIZ SECT EXTERIOR DESIGN LOAD CAPACITY (ASO METHOD) FRAME HEIGHT FRAME WIDTH GLASS TYPE M1 GLASS TYPE M2GLASS TYPE IG 1+) P.S.F (.) P.S.F.(+)1.8.F P.S.F (-) P.S.F. +) P.S.F (-) P.S.H. 24" 26112" 70 75 70 75 70 75 26" 37" _ - 70 75 70 - 76 70 75 70 70 38' 7.9 _ 75 70 76 TS _70 _ 26117_ 70 75 70 75 70 75 78 LB" _ — 3T ^- JC _ 70- 70 _ _ 75 75 - 70 70 75 _- 75 ___ 70 70 75 76 70 __75 _ 48., I 30" ! 36" 70 70 _ 75 75 70 70 75 _ 76 _ 70 700 - 76 75 26 1/2" 70 75 70 75 70 75 37" _ 70 _ 75 - 70. _ 75 _ _ _ 70 75 50 518' 36' 70 75 70 75 70 75 75 7b 70 70 76 _ 75 70 70 75 75 38* -_..70 - - 75--_ 70 261/2" 70 7570 75 70 75 _ ' 37" 70 75- 70_ 75 70 ` 75' 63" 38" 70 75 70 75 70 75 75 36" 70 75 75 75 70 75 38" 261/2" 70 75 70 75 70 75 _ 37" _ 70 75 _ 70 _ 75 70_ Y 75 74 114" .-3-61" __ _ 70 .._ 75 70 _75 70 75_ _ 70 26 1/2" 70 75 70 75 70 75 75 3T' 70 75_ 70 75 70 76 78" 38" _ _ 75 _ 70 _ _ 75 _ 70 _ 75 SCHEDULE "6" ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING XISTING HOST STRUCTURE DESIGN LOAD CAPACITY (ASD METHOD) FRAME; FRAME HEIGHT! WIDTH GLASS TYPE MI GLASS TYPE M2 GLASS TYPE IG (+) P.S.F (-) P.S.F{(+) P.S.F (-) P.S.F. (+) P.S.F (-) P.$ F. 24" 70 75 70 75 70 75 ! 30" 70 76 70 75 70 75 i 36" 70 75 70 76 70 75 l 36" 70 75 _70 _ _ 75 _ 70 _ .. 75 _. i 24" 70 _ 75 _ __ 70 75 70 __75 _ 48., I 30" ! 36" 70 70 _ 75 75 70 70 75 _ 76 _ 70 700 - 76 75 38_-- 70 75 70 75 70 75 ! 24" 70 76 70 75 70 75 80' 1_ 30"_ I1 38" _ 70 70 75 7b 70 70 76 _ 75 70 70 75 75 38* -_..70 - - 75--_ 70 75 70 75 24" 70 75 70 75 70 75 _ i4., 30" 70 _ 75 70 75 70 75 36" 70 75 75 75 70 75 38" 70 75 70 78 70 75 24" 70 75 70 75 70 75 30" 70 75 70 75 70 75 l° ! 38" 70 75 70 75 70 75 38" 70 75 70 75 70 75 FL #16132.1 J J o tY O 8ga Zm;, Wf �QZo b gfo? Na Q 2 a VO 1 1111 6� 1� e E lie kJ W R'RIGH1 DOWEE6x0 EXPRESS 15-2372 SCALE, NTS I ppm DEICRIPTIONI COVER SHEET Of 8 i • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• FFI HAND SHOWN 0.446 LTS DUAL ARM OPERATOR PART # DESCRIPTION • •••— 08-10603G I LTS DUAL ARM OPERATOR LH • • • • • • • • • ) • •••0.750 • • • • •• • • • • • • • • • • • • • • •• 0.775 ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) #lOx 5/8" PHILLIPS FH, SS, UNDERCUT, 5145. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. 0.0983_ T 2.989 1-1.094 1.094 10.50 Tic 0 1M L SHAPE STUD BRACKET PART # DESCRIPTION OP -10226 L SHAPE STUD BRACKET LH OP -10227 L SHAPE STUD BRACKET RH OPS -10226 L SHAPE STUD BRACKET SNAP ON LH OPS -10227 L SHAPE STUD BRACKET SNAP ON RH ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 1/ 1.663 0.867 APPLIED GASKET AROUND SLOT MULTIPOINT LOCKING HANDLE PART # DESCRIPTION PO.2301 LTS MULTIPOINT LOCKING HANDLE FRANK L. BENNARDO, P.E, 5, u.4Gd9 rt s 051. 1ONNprn: * �M l W . G Lm ATTACHMENT ANCHORS: laTI7 LOCK HANDLE ATTACHED WITH (2) #10-24 x )4" PH 751', gigrE PHILLIPS ZINC, 8 -POINT, MS SCREW. LOCK BAR TOCK SCREW. ATTACHED WITH (2) #8x )'i" FH PHILLIPS, ;,-Fs�1 EE, LOCKPIN STRIKER ATTACHED WITH #10 x W FH, itLL UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. 9S. TRACK SET HOLE 14.593" 2 1 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #IOx 3/8" PHILLIPS PH, 5S, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x (' PHILLIPS PH, SS, SMS SCREWS 22 #1549-3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10x 3'8" LONG FH, PHILLIPS, UNDERCUT, 8 -POINT, SMS SCREWS, FRAME SNUBBER DRIVER ATTACHED WITH (2) #10x 3j," LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FL #16132.1 J O O C:06; o ZMZ 082- 0 z 55 12 g nia 1111 COPYRIGNT ENGNEERRO EXPRESS 15-2372 •CAL!: NTS PAGE DESCRIPTION: COVER SHEET z J A 3 1 .090 SAFLEX OR BUTACITE INTERLAYER 316' ANN. 3(" ANN. AIN0 SETTING BLOCK AT) POINTS • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• GLASS TYPES • ••• • •• • • •• • • • • •••y"Api• • SETTING BLO`K AT X, POINT* • ••• • •• •.09E SAFI4X OR• • • •BUTACITE INTERLAYER• • • •1/V'ANN..•^ • ••• ••• •• ••• •• ,744 • • p .3 •• • • • • • •••• ••• NOTE: GLASS COMPLIES WITH ASTM E1300-09 3(6' H.S. 5(6" AIR SPACE 1/i" TEMP .090 SAFLEX OR BUTACITE INTERLAYER 3(6' H.S. SETTING BLOCK AT y POINTS 41) SL. MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 0 T14-358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6083-T6 REFER TO DETAIL ID 0 TM -326 CASEMENT WINDOW FRAME 8063-T6 REFER TO DETAIL 19 3 TM -327 1/8" GLASS STOP FOR 9/16" GLASS 6063-16 0 114-326 1/8" GLASS STOP FOR 1" INSULATED GLASS 6063-16 © 32001 VINYL BULB - 0.175"0 TPE POLYPROPYLENE FOR 1" INS. GLASS ULTRAFAB 0 0.24250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY O 12298 FRAME WEATHER STRIP 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY 0 32011 VINYL BULB - 0.270"0 TYPE POLYPROPYLENE FOR 7/16" & 9/16" GLASS ULTRAFAB O - (2) #8 X 1 560 SCREWS AT EACH FRAME CORNER SAE 0R 2 MIN ACRYLIC SCHNEE-MOREHEAD - SEAM SEALER - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER e - OPTIONAL SURFACE APPLIED MUNTINS 6063-16 ® - RAPID STRENGTH RG57700 STRUCTURAL SILICONE FLASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS ® - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 1Q - PRIMARY SEAL PIE, 18 - SECONDARY SEAL SILICONE el OP -10603G LTS DUAL ARM OPERATOR LH RADISSON INDUSTRIES REFER TO DETAIL. 19 ez P0-2301 1T5 MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 ®316 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 0 1549-3 SNUBBER ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22 FL #16132.1 SCALE: NTS 1 PAGE DESCRIPTION{ COVER SHEET OF 8 J j 1 1 0 3.010 O —1.021 32001 SASH FLANGE 1.625 U- O 0 Qezd250 SASH CENTER 0 Mtn m __ 12298 32010 FRAME SASH FLANGE 0 NOTE: EXTRUSIONS NOT TO SCALE. EXPOSED SURFACES • • ••• • • • ••• •• •• • • •• . •• •• • • • • • •• •• • •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • • •• • • ••• 2.438 • ••• • ••• • •• • • • • • • • • • • • • 0 • I • • •• • • • • • • • •• • • • • • •• • • • • • • • • m •• ••• •• • • • • • • • •• .162 •. • • • • • •• • • • • • • • • • • •• • • • • • E'•• •• 0.077 0.391 0 SASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET EXPOSED EXPOSED EXPOSED SURFACES SURFACES SURFACES 0.575 1 O FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET FL #16132.1 CO%FDHTENONE NO EXPRESS 15-2372 SCALE: NTS 1 PAGE DEECRIPTIONy COVER SHEET w8 V:1Prajedal152372 S • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• • • • • • • • •• •••• •• • •• • •• •• •• • •• •• • • • • ••• • • • • ••• • SEAL • ••• • ••• • •• • • • • • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL TO ENSURE A PROPER SEAL FRANK 1. BENNARDO, P.E., HgggoBaeiP� � 1Vv-s4, /66144�' T FL #16132.1 J M J ce- O $t ,42 2 asP ry Z O $ 2 mu?, E 1 gt& i ii Iij 111 COPYRIGHT WAFERING MESS 15-2372 SCALL: NTS 1 PAOE OESCRIPTIONI COVER SHEET 0 0 Or 8 SIN&I� 1iv,J& DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) TM Windows, LLC 1543 N. Powerline Road Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "605 Reinforced" Aluminum Single Hung Window - L.M.T. APPROVAL DOCUMENT: Drawing No. W06-34, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 04/24/06, with revision F dated 04/01/15, prepared by A1-Farooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control • .3 ision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product C=ontrol•Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.$ovleconomv • MTSSILt IMItACT RATING: Large and Small Missile Impact Resistant ▪ LABELING: •Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state, • medel/sertes 1t1 following statement: "Miami -Dade County Product Control Approved", unless otherwise • • tttrtgd hereit1 • • • pENEW1 of,this NOA. shall be considered after a renewal application has been filed and there has been • npchange.irithcapplicable building code negatively affecting the performance of this product. • • • •1ERMIl AMIN of this NOA will occur after the expiration date or if there has been a revision or change • • Itt Elie materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement •••,• ny 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 NOAH 12-0213.05 and c9gsists 9f this pagg 1 godpy idence pages E-1 and E-2, as well as approval document mentioned above. • ' ' ' ' • .' : : The submitted documentation was reviewed.6y 111rae•uel �'•ei-ei, rE. • • MIAMI•DADE C • UNTY APPROVED . • • • . • • • • • • • • • • • • • ••• • • 5. • • • • • .•• •• •••• • ..• • • • • . • • •• •• • • •• ••.• •• • • • •• •• . •• • .•• .• •• •• • • •• • • . •.•• • • ••• • NOA No. 15-0611.06 • Expiration Date: July 05, 2017 •. .'Approval Date: September 03, 2015 • • • Page 1 ••• • • • • ••• method residential+retail architecture D APPROVED ❑ APPROVED AS NOTED REJECTED ❑ REVISE & RESUBMIT The review of this Shop Drawing is ONLY for general conformance with the design intent de- scribed in the Contract Documents for this project. The Contractor shall verify all dimensions and quantities. The approval of this Shop Drawing does not relieve the Contractor from re- sponsibility for della:ions from the Contract Documents or for any / all errors and / or omis- • sirs contaifleil LIN Shop Draping. Thi Contractor shall be responsible for any delays in th work caused by any errrs /Qmisgjpns / delays / deviations referenced herein. •• • • • •• By: • . . .. •• • • . .... .•.. . • . . .. •• •• • . . • • . . • . •.. . . •. • ..•. • • • . 000* Date: S (z -I16 • .• • • • . • 000 .•. • .•.• • • • • .• • • . •. •.• .. • • .•• . • • . • . . . • • . . . • . .. . • . . • • •. • . • • • • .. • • . . . • . • • • ••. . ..• . .. • • 000 • • • • .. . • • • • • • • • • • • . • • • • • • • • • • .. •• • • • .. .• • • • 0041 • • • ••• TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06, with revision F dated 04/01/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5439, dated 12/10/07 and FTL-5742, dated 01/21/09, both signed and sealed by Michael S. Wenzel, P.E. (Submitted under NOA# 09-0604.24) 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, TAS 202-94 . •• • • . . • . • . . . ...• • • along with marked -up drawings and installation diagram of an aluminum single hung .""window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. •••• tTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and FTL-4514, dated • Q1/25/05, both signed and sealed by Edmundo Largaespada, P.E. • • •(}Submitted under NOA# 07-0404.04) 3. • 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, prepared by Certified Testing Laboratories, Test Report No. CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 07-0404.04) E-1 Manuel ere , P.E. Product Contr' . miner NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) dated 04/29/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to AIlnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • .. •... • OTHERS • . • 1.. • Notice of Acceptance No. 12-0213.05, issued to T.M. Windows LLC for their Series • • : • "605" Single Hung Aluminum Window (reinforced), approved on 05/03/12 and • • • • e piring on 07/05/17. •• •. .• •. . . .... • . • •••• . . •• .••• . . .••. . •. . ••. • . . • . • . • E-2 .12 GManuel .E. ' ez, ' Product Contro Eza finer NOA No. 1 - i 11.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 • • ••• • • • ••• •• •• •• • • •• •• •• • • • • •• •• •• • • • • • • • • • ••• •• • •• • • •• • • •• • • •• ••• • • •• • • ••• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • ••• • • • • • • •• •• • • • • • • • • • • • • • • • FALSE MUNTINS (SURFACE APPUED) MAY BE USED •• • • • a • 53a1/8" • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF NIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 5 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED 53 1/8" 47 3/4" D.L. OPG. (VENT) 50 1/8" VENT WIDTH >,g 2 5 1/2" MAX. HEAD/SILL CORNERS TYPICAL Fl EVAT1ON WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA. PE (< 70592 C.A. 3538 02201° PRODUCT REVISED as complying with the Florida Building Code 15-Obll. Acceptance No Nation Dale J 0 -J N 0 0 0 0 8 5 8 c .../c 1/2'-1'-Q_ J 5 drawing no. W06-34 sheet 1 of 7 ) 4 • • • ••• • • • ••• • •• •• • • • •• • • • •• • • •• • • •• • • •• • •• • ••• •• • • • • • • • • • • 8 • • ••• • • • • ••• 119 J A 1 DESIGN LOAD CAPACITY - PSF. • • • • • • • • (WITH ALUMINUM REINFORCINj) • * • • • • • 4 • • DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE 'P' GLASS • TYPE l' • • • • GGAS%TYC4E 'H' • • GC(SS:TYIj'I:i GLASS T1jPE Tip • • WINDOW DIMS. GLASS TYPE 'F' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2646100 FAX (905) 262-6978 3 1 a WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) EXT.(+) 1Nr.(-) EXT.(+) 1NT.(-)•EXT.(+) 9NT.(-) MIN-) 1NT.(1-) EXT.(4111"-) CD WIDTH HEIGHT EXr.(+) INT.(-) 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 f.. 19-1 /8" 80.0 115.0 '7411L1 26-1/2" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2" 80.0 115.0 �® 26' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 8%( j0.0. 804 6055 ali.e • 80.55 • ,� 37' 26" 80.0 115.0 37' 53-1/8" (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 e0.0 e0.0• 8b.0• to•8(1453-1/8" (4) 80.0 115.0 % �e 19-1/8' 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80Q4 X00* §P.0. 14 8/.0 80.0 0 19-1/8' 80.0 115.0 !"i 26-1/2' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.06 •0.0• 0.0• 1l8,08jplL• 26-1/2' 38-3/0 80.0 115.0 37' 38-3/8 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 ♦ • 80.0 • • 80.0 0 80.0 80.0 80.0 80.0 37" (4) 80.0 115.0 y 53-1/8' (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 80.0 115.0 19-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/e' 80.0 115.0 26-1/2'50-5/6' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 26-1/2' 50-5/8. 80.0 115.0 37" 70.0 70.0. 81.0 61.0 80.0 60.0 80.0 80.0 80.0 50.0 60.0 80.0 80.0 80.0 37' (5) 80.0 115.0 53-1/8' (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8" 80.0 115.0 19-1/8" 70.0 70.0 61.0 61.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 80.0 115.0 26-1/2"56-5/0' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2' 56-5/8. 80.0 115.0 37" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37' (6) 80.0 115.0 SERIFS 605 AWMINUM SINGLE HUNG WDW. (LM.I TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH. FL. 33069 TEL (954) 781-4430 F7%. (954) 781-3595 53-1/8' (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8" 80.0 115.0 19-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 60.0 115.0 28-1/2'63, 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2' 80.0 115.0 37" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" 63" (8) 80.0 115.0 53-1/8" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8" 80.0 115.0 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 26-1/2"7" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 26-1/2" 72 80.0 115.0 37" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" 7) 80.0 115.0 53-1/8' (7) ( - - 81.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/8' 60.0 115.0 19-1/8' 70.0 70.0 81.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2"(7) 76-3/4' 80.0 115.0 26-1/2'70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 37" 80.0 112.2 37" 76-3/4" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 53-1/8' (7) - - 61.0 81.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 30" ' 80.0 115.0 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" 80.0 115.0 30' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42"(5) 48" 80.0 115.0 ^ c 2 v T g D 1 «'-o ' UPDATED F'DR 2007 PBC II CLASS 'TYPE B REMOVED ,•, o 36"48'70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48' 80.0 115.0 42" 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 54' 80.0 109.1 48" (5) 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 54' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' 80.0 115.0 24" 70.0 70.0 81.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36'ao, 80.0 115.0 30" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42'(6) 80.0 115.0 38" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 48" 60.0 109.7 42' 60. 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 54" 80.0 98.4 48" (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 24" 80.0 115.0 A a_ 54" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' 72' 80.0 115.0 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" (7) 60.0 115.0 c • n g $ 013 g =' 0 E 30' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 42' 60.0 112.0%'� 36' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 84' 80.0 115.0 E 0 Y m o o 42' 72' 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 _ 80.0 80.0 80.0 80.0 30" (8) 80.0 115.0 g 4 N e v e , E ..--.,. }. .6t a v 48' (7)70.0 - - 81.0 61.0 - - 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 ( ) N0. N PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB 54" - - 81.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 Eno JAYAD ANMAD PRODUCT REVISED 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DEME 70502 ncmnp1yinwith lawn::Ei 30" 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 N. S}g Building Code Acceptance No ID--. O(7)I• 06 36' 94' - - 61.0 61.0 - - 80.0 80.0 00.0 60.0 80.0 80.0 80.0 80.0 NOTE: E 'neltonDote 71 ''W 1 42' (8) - - 61.0 61.0 - - 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE:� EP 02205By (/t.,... drawing no. W06-34 48" - - 61.0 61,0 - - 80.0 80.0 80.0 60.0 _ 77.5 77.5 60.0 80.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Mian Dade Product ( ) N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 (sheet 2 of 7 ) • .••. • • . ••• •• •• • • • •• •• • • • . . •• •. •• • • • • • • • • ..• • • • • • • ••• • • • • • • . ••• . •. • • ••• 1/8" ANN. GLASS 120" Interlayer Uvekol S By 'Allnex USA, Inc.' 1/8' ANN. GLASS SIUCONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 38" ONLY GLASS TYPE 'C' 1/8' ANN. GLASS 090" Interlayer Saflex Clear Md Color Gloss By 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE RGS7700 0 O AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'G' • ••• • ••• : • • .• .•• • • • • • •• . • • . •• • • • • • • • • • • • •• • . • •• • • • .•. •. • • • 3/18" ANN. GLASS 3/16' ANN. GLASS 120' Interlayer Uvekol S By 'Alines 1 'Inc .• • . 0• 3/16' 4 g"~t •• • • SILICONE DOW CORNING 995 • • •• • • • zm z AT 1/4 POINTS ON UTES WIDER THAN 38' ONLY GLASS TYPE '0' 1/8" HEAT STREN'D GLASS 090" Interlayer Soflex Cleor And Color Gloss By 'Eostman Chemical Co.' 1/8' HEAT STREN'D GLASS SILICONE GE RGS7700 3p. m � f Ua m 41i F 71 -:'11--.9 [�, AT 1/4 POINTS ON LRES '� WIDER THAN 36' ONLY GLASS TYPE 'H' 090' Interlayer SetWx•• Clear And Color Gloss glity Eostman Chemical Co.' • • 3/16' ANN. GLASS SILICONE DOW CORNING 995 4,1! 8 IF' AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'E' 1/8' ANN. GLASS 1/4" NR SPACE 1/8' ANN. GLASS 090' Interlayer Sollex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE RGS7700 i 3 m AT 1/4 POINTS ALL SIZES 3/18' HEAT STREN'D GLASS .120" Interlayer Uvekol S By 'Alines USA, Inc.' 3/16' HEAT STREN'D GLASS SIUCONE DOW CORNING 995 GLASS TYPE THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'F' 1/8' TEMP. GLASS 1/4' AIR SPACE 1/8" HEAT STREN'D GLASS 090' Iriterloyer Sollex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8' HEAT STREN'D GLASS SILICONE GE RGS7700 z AT 1/4 POINTS AU. SIZES GLASS TYPE 'J' Ergo .16VAD AHMAD FIA F'1A c57308592 PRODUCT REVISED os complying with the Florida Building Code ,...0611. o Accepleoce No Ex. don Doe 1►7t1T W .I7 a .4. r:. ProducT By U z 01 0 z ID a 0 v rov a 0 8 6 8 FT; a C 1S S ti drawing no. W06-34 sheet 3 of 7 ) • • •••• • • • ••• • •• •• • • •• •• • • • •• • • •• •• •• ••• • • • • • •• •••• •• • •• • • •• •• • •• • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM WINDOW 0 ra 0 REINFORCING OPTIONS SEE SHEET 2 © 0 O ut :I OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEET 2 0 J 0 II TYPICAL ANCHORS CONCRETE SEE ELEV. FOR SPACING 6 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • ••• • • • • • • • • ,.., • • • i DIST Pr 0 • li • • • • • • • • • REINFORCING OPTIONS SEE SHEET 2 • • • • -• • • • • • u• ••• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH REINFORCNG OPTIONS SEE SHEET 2 MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS \ SEE ELEV. FOR SPACING 41116L0 1=111. TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING .STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 4114 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Y12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. BJ,TF,RNATR FRAMR SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) a WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Engr. JAVAD AHMAD CNL FIA.CAPE 70592 . B 02201 PRODUCT REVISED es complying with tie Florida Building Code Acceptance No 15-Ofoll. O6 Dale TRW, I By 1 ade Product u 3 • N 0 0 0 0 z 9 1 UPDATED 70 2014 FOC 0 8 8 0 m o o - . c drowing no. W06-34 sheet 4 of 7 • • ••• • • •• •• • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • TYPICAL ANCHOR* SEE ELEV. FOR SPACING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV, FOR SPACING 1/4' MAX. TYPICAL ANCHORS SEE 6181). FOR SPACING 1/4' 5H1M MAX. g FRAME WITH FIN OPTION MIAMI—DADE COUNTY APPR.D CLIPPED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • ••• ITEM PART # QTY. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 • eH-36763 1 FRAME HEAD 6083—T6 — 2: • GW -37731 1 FRAME SILL (4' HIGH) 6063-76 — 2A• 13A-3608 1 FRAME SILL (3 HIGH) 6063—T6 — • • 3 • • CW -31445 2 FRAME JAMB 6063-76 — 4 CW -38708 1 MEETING RAIL 8063—T6 — 5 CW -36695 1 VENT TOP RNL 6063—T6 — Oat CW -37730 1 VENT BOTTOM RAIL (4' SILL) 6063—T6 — • BA GW -37559 1 VENT BOTTOM RAL (3' SRL) 6063—T6 — • 7• GW -31134 2 VENT JAMB STILE 6063—T6 — •8• GW -31470 2 VENT STOP 6063—T5 — 9 19-56 4/VENT GLAZING BEAD ANGLE 6083—T5 — 9A TM -123 4/VENT GLAZING BEAD 6083-15 — 9B 111-170 4/VENT GLAZING BEAD 8063-16 — ' 9C TM -181 4/VENT GLAZING BEAD (INSUL lAM. GLASS) 8063—T6 — 10 #18 X 1/2' I2/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP — MTC.RAL/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP — VENT TOP 13 3722 (2) STRIP FlN SEAL WEATHERSTRIP — VENT JAMB SOLES 14 — 2 1 1/2'x7/8"x3/4' FINSEAL PAD — FRAME SILL CORNERS 15 — 2/VENT LATCH LOCK AT 5' FROM ENDS CAST VENT TOP 15A TM -1184 2/VENT SPRING LOADED EGRESS LOCK 6063-16 VENT BOTTOM RAL 16 — 4/VENT VENT GUIDE NYLON VENT BMT. CORNERS 17 — 2/VENT CADWELL SPIRAL BALANCES — AT FRAME JAMBS 16 N14i-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 N69 2/VENT CALDWELL BALANCE CUP — VENT BOTT. CORNERS 20 — 2 #12 x 3/4' P.H. 5M5 STEEL (1) AT EACH BALANCE 21 — 8 412 x 1' P.H. SMS STEEL FRAME CORNERS 22 — 8 /10 x 1' P.H. SMS STEEL VENT CORNERS 23 — 4 %8 x 3/4' E.H. SMS. STEEL (2) AT EACH LATCH 24 — 4 #6 x 3/8' F.H. SMS. STEEL AT EA. PLASTIC GUIDE 25 — 1 111 3/16x3/4x1/8' CHANNEL STEEL AT VENT TOP 26 — 2 10/4 THK.x4' LONG 8931 ALUM. (1) AT EA. MTC. RAIL END 27 — 1 1/2x1x1/2x1/8' CHANNEL STEEL AT MEETING RAL 28 TM -161 2 FIN TRIM FOR JAMBS 6063—T6 — 29 114-163 1 FM TRIM FOR HEAD 6063-16 — 30 TM -164 1 FlN TRIM FOR SILL 6063—T6 — 31 1M-179 1 MTG. RAIL RDNFORCING CHANNEL 6063-15 AT MEETING RAL 32 TM -175 1 TOP RAIL REINFORCING CHANNEL 6083-15 AT VENT TOP 33 — AS RECO. SETTING BLOCKS EPDM OUROMETER 50±5 SHORE A SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Engr: JAVAD ANNA° CML FLA PE 70592 C.A.N. • PRODUCT REVISED m complying with the Florida Building Code , Acceptance No 4 'O(1 f. O1fi Dere 87 X.0s/ , WINDOW WID114 EXTERIOR WINDOW WIDTH 15 drawing no. W06-34 sheet 5 of 7 • •••. • • • ••• .• •• • • •• . •• •• • • • • • •• •• •• •• • • • •• • . •• •.•• •• • •• • • •• •• • •• •• • • • •.• • • •• • • •• • • • .436.-'�' O 1--�-r _ 9. r-1.425-1 -.125_1 3.042 I 1.550 ,062 .847 - ,062 1.500 2.500 • • • • • •.0 • • • • • • • • I • • • • • • • • • 3.7191 • • r' y • Loot • • • • • • -T -• • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648.100 FAX. (305) 2526978 ( COMP-ANL\WO6 1•� 1SL _ L L 3.069 .,251 31 822 i �. .530 r i .500 1,092-i I ,.406 1.030 • • • • •• ••• 7,ppp t. 3.168 1 • • • • • • • • • • • •\ .c4 • MIG. RAIL REINFORCINGS ALUMINUM 9A .045 .405 •� • • ...... kr.25o Q FRAME HEAD 1.925 • • • • 3.087 • • • • • MWG. RAIL REINFORCINGS 1.000 I_ 2.375 0 NAIL FIN (HEAD) STEEL I 3 FRAME JAMB O - 1.250 .040 -� .385 3.340 1.000 938 �'` ! 1I � ii 1.1881.500 .688 .802 .562 2.188 .750 1.888 .052 .062 .062 2.190 I 1.187 I 0 0, 0 TOP RALUM .125 - NUM REINFORCING 98 ,923 SERIES 605 ALUMINUM SINGLE HUNG WDW. (LM.I.) TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 J- +I 1.375 - - O O FIXED MEETING RAIL 0 VENT STOP 28 2.500L NAIL FIN (JAMB) NAIL TOP RAILREINFORCING .183 -x{ r- - 1.3753.199 1.188-1 I. O 540 010 1,923 dl GLAZING BEADS .500 LL, 1.324 1.750 ,052 If 2.250 1.37462 9 1 - �9 .062 3.277 1.389 Illi1.214 I ,688 2.500 1.000 o n o b REV. PER BCCO COMMENTS GLASS & REINT. OPTIONS ADO. E 5Q• a g mo v =_ NO CHANCE MS SHEET )1 0 VENT TOP RAIL O SASH SIDE RAIL 30 NAIL FIN (SILL) ® LATCH LOCK 2202 .997-1 3.245F 2.202 - 3.245 ,997 ` .062 -- L c o oo7. ..'07.5808 'O iO o$ SSSg e 3.927 4.347 .082 3.439 2.939 3.359 .062 4.312 3.812 3.330 .082' 2,830 c m o m �. LL A I - 1 n 5 § ,- .. `2 b � . �� MCMIµ FIA. PE / 70592 0.AN 3538 1 PRODUCT REVISED a9 complying with We Florida Building Code Acwplencc No I5.O .11. O(, .684 I .684 t 1 �I 2 2015 Expiration Dale i�f7l1F�9*/7 By /�J ,•av . ". D- • . IRohihdl w 0 1--1.375 VENT BOTTOM RAILS 1.375 0 O 3.141 FRAME NOTE: EITHER SILLS SILL CAN BE USED 3.141 O drawing no. W06-34 sheet 6 of 7 ) • • ••• • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • 0 • • • • • • • ••• • • • • ••• FRAME TOP CORNER FRAME BOTTOM CORNER • ••• • ••• • •• • • • • • • •• • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • ••• • • •• • • • VENT TOP CORNER O VENT BOTTOM CORNER PRODUCT REVISED as complying with gas Florida Building Code Acceptance No.I6-0611. o6 • •tion Dete 11711.."-W 017 113y ✓%.�. .:rl ' M N a ALUMINUM SIN c g O t'')) ai S CI tat U 0003- C O Z¢ m a g 8 8 8 8 E drawing no. W06-34 (sheet 7 of 7