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WS-10-1222Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 42 NE 94 Street Miami Shores, FL 33138- 1132060130330 Block: Lot: MARIA JORGE 1 MARIA JORGE 42 NE 94 Street MIAMI SHORES FL 33138 -2820 1 Contractor(s) Phone Cell Phone EAST COAST WINDOWS & DOORS. IN (954)581 -2113 Type of Work: WINDOWS & DOORS No of Openings: 17 Additional Info: IMPACT Classification: Residential Scanning: 5 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $270.00 $15.00 $12.80 $310.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number Phone Pay Date Pay Type Amt Paid Amt Due Invoice # WS -7 -10 -38359 07/15/2010 Check #: 18045 $ 260.60 $ 50.00 07/06/2010 Check #: 18031 $ 50.00 $ 0.00 Applicant CeII Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment July 15, 2010 Date July 15, 2010 1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Or' o r^5 e_ Phone # 3 ® - 77 KS Owner's Address Ye l - S7 e City l r"kt ;J State Tenant/Lessee Name Phone # Job Address (where the work is being done) '2 A r 9 _$ City Miami Shores Village County Miami -Dade Zip .3? 45-8 Is Building Historically Designated YES NO Contractor's Company Name baS�a r7 1.4 . Phone # 9 - � '�s2/ ) / ®�� Contracto 's Address / 7/1 SAI 7 City ep f O L 'ect. State -- e Zip 3 3 46 6 Qualifier Gera pd ' ' /ill rreL State Certificate or Registration No. ‘ e- /S 4093 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 6 Type of Work: ❑Addition Describe Work: Total Fee Now Due $ 0 . ( PO (Continued on opposite side) *Po co ot Miami Shores Village Building Department P. 4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `��► Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No' C� IN 2 2-1 1 Master Permit No. ltera 'on Electrical Plumbing Mechanical Roofing ❑New Gil / "CI :6 tu ****************************F * **** *** * * * ** * * * * * *** ** *Fees J l * * *, * * * * * * **** * ** ** ** ,� **** Submittal Fee $ 3.O Permit Fee $ 20' CCF $ - JJ. J CO /CC Notary $ VV Training/Education Fee $ .20 Technology Fee $ -ISO Scanning $ S-00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ /7 Zip 3 3 1 Square Footage Of Work: ❑ Repair/Replace ❑ Demolition i) rs 1J A 10 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature X L Owner or Agent The foregoing instrument was acknowledged before me this /® day of a.) ty �� 20 1d , by ✓l"�� c� P ' e aJ- , who is personally known to . . r who has produced ntification and who did take an oath. NOTARY PUB Sign: Print: 1 11�z ° as tifi., � lw ' I" _I��K �IIII elf (� JI l 1 )Il�lf`7• My Commission Exp r- APPLICATION APPROVED BY: chc 05/13/03 Signa Contractor The for going instnunent was acknowledged before me thi dayof� ,20 p, by �a C , who is onally known to me o ho has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -." ,Ilw Commission # DD660097 , ;,Fy(j Commission Expires n7.08 -ah n Bonded Through -t1• tl B. In . Inc. Plans Examiner Engineer Zoning I BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 - 954- 831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: Owner Name: Business Location: Business Phone: r �r... e_:. . r Rooms 'Number of Machines: Tax Amount Transfer Fee I Receipt # EAST COAST WINDOWS & DOORS INC Business Type: MORRIS EDWARD J GENERAL CONTRACTOR 1711 SW POMPANO BEACH 33060 (954)581 -2113 Seats Employees 5 UNITS NSF Fee For Vending Business Only Penalty Business Opened: State/County /Cert/Reg: Exemption Code: Machines Professionals Vendin I Prior Years T, as: 180 - 0005514 12/04/02 CGC 1504443 NON EXEMPT Collection Cost I Total Paid STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MORRIS, EDWARD JAY EAST COAST WINDOWS & DOORS INC 1711 SW 7TH AVE. POMPANO BEACH FL 33060 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. . Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TV DU LTR �NSR L C TYPE OF INSURANCE POLICY NUMBER DA ( MM/DD C /YYYY) YE DATE DAT ( M MIDD!Y (MIDD LIMITS A GENERAL UABILITY COMMERCIAL GENERAL LIABILITY GL205377202 05/07/10 05/07/11 EACH OCCURRENCE $ 1,000,000 $ 300,000 X PREMISES (Ea occu rence) 1 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,00 0 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X PRO- JECT LOC Emp Ben. 1,000,000 $1,000,000 4 4 1 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS CA205377302 CA205377302 C A205377302 05/07/10 05/07/10 05/07/10 05/07/11 05/07/11 05/07/11 COMBINED SINGLE LIMIT (Ea accident) X BODILY INJURY (Per person) X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ EA OTHER THAN ACC $ AUTO ONLY: AGG $ A EXCESS / UMBRELLA LIABILITY CU205377602 05/07/10 05/07/11 EACH OCCURRENCE $ 2,000,000 X l OCCUR CLAIMS MADE AGGREGATE $ 2,000,000 �__ 1 DEDUCTIBLE — i X I RETENTION $ 0 Prod. Agg $2,000,000 $ $ B WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER OFFICER/MEMBER (Mandatory If yes, describe SPECIAL PROVISIONS COMPENSATION LIABILITY - T WC205377502 05/07/10 05/07/11 WC STATU- OTH- X TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 /EXECUTIVE II II EXCLUDED? in NH) under below E.L. DISEASE - EA EMPLOYEE $ 1,000,00 0 E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ° CERTIFICATE OF LIABILITY INSURANCE PRODUCER Brown & Brown of Florida, Inc. 5900 N. Andrews Ave. #300 '). Box 5727 . Lauderdale FL 33310 -5727 Phone:954- 776 -2222 Fax:954- 776 -4446 INSURED East Coast Windows & Doors Inc Attn: Kelly Morris 1711 S.W. 7th Avenue Pompano Beach FL 33060 OP ID D3 EASTCO 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Amerisure Mutual Ins. Co . INSURER B: Amerisure Insurance Company INSURER C: INSURER D: INSURER E: DATE (MMIDDIYYYY) 05/03/10 NAIC # 23396 19488 COVERAGES OLDER ACORD 25 (2009/01) Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 MIAMISH CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED EPRESENTATI VE ©1988- 201:791CO D COIRPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PERMIT # NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property: Property Address: 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7„ Florida Statutes: ; r Name Address: Telephone & Fax 8. In addition to himself or herself, owner designat 713.13(I)(b), Florida Statutes: Name: Address: Telephone & Fax 9. Expiration Date* of this Notice: CFH 2010R04-4-6900 OR &k 27340 Ps 266951 tips ) TAX FOLIO # /1-1,2496 0/3 033 a RECORDED i ?7 /17X208] SPIN 1 HARttEY RU4'INr GLERY� MIAMI —DADE COMM FLORIDA LAST PAGE Lol-g v , LK 0 This space reserved for recorder. suB iS ....... B � ores Li9fra I0_70 ngtoo l attach ti 91 d �ws East Coast WI n p & Doors, Inc. 1711 SW 7 Avenue - Pompano Beach FL 33060 954-581 -2113 / 954-581 -2114 fx i s - inid . Si of Notary Public — State of Florida Y Personally Known OR Produced Identification 1 Type of ID Produced: d; ( r. + , f 1'4 Hn4'., /FY C' Btu of the Lie r' l� ►1y� rceir . II VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES. Under penalties of perjury, 1 declare that! have read the foregoing and that the facts stated in kyr Signature of Owner or Owner's orized Officer /Director/Partner /Manager who signed above. Turn Over for Instructions 111111111111111111111111111111111111111111111 3/J CSkf/'j lAirvti Print, Type, or tamp Commissioned Name of Notary Public lief. N t4pr9Llcr d in Section *Expires one year from the date recorded, unless otherwise noted. WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, a .. i , , Signature of Owner or • 'r s Authorized Officer/ Director /Partner/Manager Title/Office The foregoing i was acknowledged before me this /8 day of /14— , 20 (0 , by An% (C..- a ,, as for ,.. JOB ADDRESS Jorge Residence 42 NE 94th Street, Miami Shores, FL 33138 WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Req'd WINDOWS &DOOR SIZE NOA PRESSURES REQUIRED PRESSURES PRODUCT APPROVAL # GLASS type / size Y / N Y / N PRODUCT APPROVAL # BAR SIZE NOA PRESSURES ( +) PSF ( PSF ( +) PSF ( -) PSF +) PSF ( - ) PSF 1 53 1/8 x 50 5/8 70.0 75.0 41.6 45.2 08- 0117.11 5/16 Ann /HS N 2 37 1/2 x 79 3/4 75.0 85.0 40.8 44.4 09- 0310.05 7/16 HS/HS N 3 531/8 x 50 5/8 70.0 75.0 41.6 452 08- 0117.11 5/16 Ann/HS N 4 531/8 x 50 5/8 70.0 75.0 41.6 45.2 08- 0117.11 5/16 Ann/HS N L - _- 5 37 x 50 5/8 49.9 49.9 42.7 46.3 08- 0117.11 5/16 Ann/HS N 0, - � 6 36 3/4 x 36 1/2 70.0 71.2 42.7 46.3 08- 0709.16 5/16 Ann/HS N ° " � - '� �, m 3 7 7 x 50 5/8 49.9 49.9 42.7 46.3 08- 0117.11 5/16 Ann /HS N n -' 7.-- 8 36 x 50 5/8 70.0 75.0 42.7 57.2 08- 0117.11 5/16 HS /HS N z _ 9 36 x 50 5/8 70.0 75.0 42.7 57.2 08- 0117.11 5/16 HS /HS N Y J 10 36 x 50 5/8 70.0 75.0 42.7 57.2 08- 0117.11 5/16 HS /HS N ELI e cr 11 36 x 50 5/8 70.0 75.0 42.7 57.2 08-0117.11 5/16 HS /HS N CeL': 12 531/8 x 50 5/8 70.0 75.0 41.6 45.2 08- 0117.11 5/16 HS /HS N n C 13 331 /4 x 80 3/4 75.0 85.0 41.6 45.2 09- 0310.05 7/16 HS/HS N m 14 531/8 x 50 5/8 70.0 75.0 41.6 45.2 08- 0117.11 5/16 HS /HS N h I m° 15 53 x 38 1/4 70.0 75.0 42.7 46.3 08- 0709.16 5/16 HS/HS N r __ v) 0 16 331/4 x 81 75.0 85.0 41.6 45.2 09- 0310.05 7/16 HS /HS N � `-- E 17 281/2 x 371/2 70.0 87.4 42.7 46.3 08- 0117.11 5/16 Ann /HS N era C k ---] E ' ■ ;, . --._• • • , •J . y • • • • .. -. :.) • • • ••••• . _ • • • • • • • �••• • •] ••• • I THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PL NAND 1d F:Rolltla APINROVALS. • • • ••• • • • * ** A MINIMUM OF TWO INSPECTIONS MAY BE REQUIRED (1st) FRA INge fDklMG: HPINSWIATION OF CONCEALED FASTENERS (2nd) FINAL - AFTER ALL WORK IS COMPLETE. ••• • • • ••• • • Mean Roof Height , tributary Area (sq. ft) (ft) 10 15 20 25 30 3S 40 45 50 15 41.6 h ' 40.2 39.7 39.2 38.9 38.5 38.3 -45.2 -53.4 -52.1 - 43.3 - 42.9 - 42.5 -42.2 -41.9 16 42.2 41.4 40. 40.2 39.8 39.4 39.1 38.8 - 47.0 -45.8 -45.0 - 44.4 - 43.9 - 43.4 -43.1 -42.7 -42.4 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 - 47.6 - 46.4 -45.6 - 45.0 - 44.4 - 44.0 - 43.6 -43.3 -43.0 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 - 48.2 - 47.0 -46.2 -45.5 - 45.0 - 44.5 - 44.2 - 43.8 -43.5 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 - 48.7 - 47.5 -46.7 - 46.0 - 45.5 - 45.1 -44.7 - 44.3 -44.0 20 45.4 44.2 43.3 42.7 42.1 41.7 41.3 41.0 40.6 - 49.2 -48.0 - 472 - 46.5 - 46.0 - 45.5 -45.1 -44.8 -44.5 46.3 45.1 44.2 43.6 43.0 42.5 42.1 41.8 413 -50.2 - 49.0 -48.1 -47.5 -46.9 - 46.5 - 46.1 - 45.7 -45.4 24 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 -51.2 - 49.9 - 49.0 -48.4 - 47.8 - 47.3 - 46.9 - 46.6 -46.2 48.0 46.7 45.8 45.1 44.5 44.1 43.6 43.3 42.9 -52.0 -50.8 - 49.9 -49.2 -48.6 - 48.1 - 47.7 - 47.3 -47.0 28 48.7 47.4 46.5 45.8 45.2 44.8 44.3 44.0 43.6 -52.8 -51.6 -50.7 -49.9 -49.4 -48.9 - 48.5 - 48.1 -47.8 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -53.6 -52.3 -51.4 -50.7 -50.1 - 49.6 - 49.2 -48.8 -48.5 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -54.4 -53.0 -52.1 -51.4 -50.8 -50.3 - 49.8 - 493 -49.1 34 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 -55.1 -53.7 -52.8 -52.0 -51.4 -50.9 -50.5 -50.1 -49.7 36 51.4 50.0 49.1 48.3 47.7 472 46.7 46.3 46.0 -55.7 -54.4 -53.4 -52.7 -52.1 -513 -51.1 -50.7 -50.3 38 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 40 523 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -57.0 -55.6 -54.6 -53.8 -53.2 -52.7 -52.2 -51.8 -513 53.6 52.2 51.2 50.4 49.8 49.2 48.8 48.3 48.0 -58.1 -56.7 -55.7 -54.9 -54.3 -53.8 -53.3 -52.9 -523 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -59.2 -57.8 -56.7 -55.9 -55.3 -54.8 -54.3 -53.9 -533 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 • • 49 4 7 • • • t -60.2 -58.7 -57.7 -56.9 -56.2 -55.7 -55.2 -54.P -54.4 56 56.4 54.9 53.8 53.0 52.3 51.8 51.3 50.' • 50.5 • • : -61.2 -59.7 -58.6 -57.8 -57.1 -56.6 -56.1 -55.. $5. 60 57.2 55.7 54.6 53.8 53.1 523 52.0 51.6 • 512 - 62.0 -60.5 -593 -58.6 -58.0 -57.4 -56.9 -56.5 -56.1 Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 -55.0 -53.4 -52.1 -51.1 -502 - 49.5 -48.9 -48.3 16 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 -58.0 -55.7 -54.1 -52.8 -51.8 -50.9 -50.2 - 49.5 -48.9 17 43.9 42.7 41.9 412 40.7 40.3 39.9 39.6 39.3 -58.7 -56.4 -54.8 -533 -52.5 -51.6 -50.8 -50.2 -49.6 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 -59.4 -57.1 -55.4 -54.2 -53.1 -52.2 -51.4 -50.8 -50.2 19 44.9 43.7 42.9 422 41.7 41.2 40.9 40.5 40.2 -60.1 -57.8 -56.1 -54.8 -53.7 -52.8 -52.0 -51.3 -50.7 20 45.4 44.2 43.3 42.7 42.1 41.7 41.3 41.0 40.6 -60.8 -58.4 -56.7 -55.4 -54.3 -53.4 -52.6 -51.9 -51.3 46.3 45.1 44.2 43.6 43.0 42.5 42.1 41.8 41.5 -62.0 -59.6 -57.8 -56.5 -55.4 -54.5 -53.7 -53.0 -52.3 24 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 - 63.2 -60.7 -58.9 -57.5 -56.4 -55.5 -54.7 -53.9 -53.3 48.0 46.7 45.8 45.1 44.5 44.1 43.6 43.3 42.9 -64.2 -61.7 -59.9 -583 -57.4 -56.4 -55.6 -54.8 -54.2 28 48.7 47.4 46.5 45.8 452 44.8 44.3 44.0 43.6 - 652 - 62.7 -60.8 -59.4 -58.3 -57.3 -563 -55.7 -55.0 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -66.2 - 63.6 - 61.7 -60.3 -59.1 -58.1 -57.3 -56.5 -55.8 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 - 67.1 - 64.5 - 62.6 -61.1 -59.9 -58.9 -58.1 -57.3 -56.6 34 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 -68.0 - 65.3 - 63.4 - 61.9 -60.7 -59.7 -58.8 -58.0 -57.3 36 51.4 50.0 49.1 48.3 47.7 47.2 46.7 46.3 46.0 - 68.8 -66.1 -64.2 - 62.7 - 61.4 -60.4 -593 -58.7 -58.0 38 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 - 69.6 -66.8 -64.9 -63.4 -62.1 - 61.1 -60.2 -59.4 -58.7 ao 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -70.3 - 67.6 -65.6 - 64.1 - 62.8 -61.8 -60.9 -60.1 -59.3 53.6 52.2 51.2 50.4 49.8 49.2 48.8 48.3 48.0 - 71.7 -68.9 -66.9 - 65.4 - 64.1 - 63.0 - 62.1 -61.3 -603 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -73.1 -70.2 -68.2 - 66.6 - 65.3 -64.2 - 63.2 - 62.4 -61.7 • 5 , 2 t 553 • • 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 • • • t 594.3 -71.4 - 69.3 -67.7 -66.4 - 65.3 - 64.3 -63.5 -62.7 • • • • • 7;62 • 54.9 53.8 53.0 52.3 51.8 51.3 50.9 503 • • : 75.5 _ !72.5 -70.4 -68.8 -67.4 -66.3 -65.3 - 64.5 -63.7 • • 60 57.2 55.7 54.6 53.8 53.1 52.5 52.0 51.6 51.2 -76.6 -73.6 -71.4 - 69.8 - 68.4 - 67.3 -66.3 -65.4 -64.6 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") • • • • • • • • • • • • DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") • ••• • • • • General Notes • • • • • • • • • 1 These tables are not valid as a site -specific drawing • • • • • • • • • • • • • • • • • • • • • 2 These tables are only valid when signed and embossed with raise! eft seal b4pi a 1 Unger,:', t, • • • 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified cite waning bailgmg department and permit holder. 6 These tables are intended solely to illustrate design wind pressures es is • 7o °the an* or car is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., aid she: no&beiepx &Ced in:vhole:w i pug without her express written consent. • •• •• • • • •• •• ••• • • • -•- • • Category 5 Engineering Services, Inc. 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 7 - 699 1 (954) 7815708 fax CA #25854 emma0c5es.com JOB SITE LOCATION: WIND SPEED = 140 MPH. EXPOSURE "C" These tables are valid for the fofowina conditions only: 1 Wind Speed (3 -second gust): 140 mph. 2 Budding Category: II (General Residential and Commercial Construction). 3 Importance Factor 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Plat Terrain) 6 Directionality Factor (Kc : 0.85 For situations requiring Kd =1.0, multiply the values in dose tables by 1.18. Verify Kd requirements with local budding official and product approvals before use 7 Gcpi: + -0.18 8 Enclosed Budding Conmrht an Engineer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or less. 3 Tables are valid for any roof slope For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height If average cermet be determined, use the peak roof height Round up the roof height to the next highest table value 5 Calculate the tributary area (length x height) of the opening in question Round the tabutaty area down to the neat smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between strucw®l mullions shall be used as tributary area. 7 Determine the Z one (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a budding comer shall be considered in an Estedor Zone (5), otherwise if all of the opening falls more than distance "a" from a budding comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refeted to above, abaft be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet 9 Read the worst case positive and negative design pressures for use as required by governing budding department Emma T. Mellinger, P.E. FL P.E. # 5 Date: March 26, 2010 a/. • • ••• • • ti M 1 Master Bedroom Bath 6 36 3/4 x 361 /2 CA 5 37 x 50 5/8 CA Bedroom 4 531 /8 x 50 5/8 CA / 36 x 50 5/8 CA 10 531 /8 x 50 5/8 CA 12 3 531 /8 x 50 5/8 CA / Living Room • • .•• • • • • • •• • • • • • • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• . ••• ••• At least one window in bedrooms will meet egress 331/4x803/4FD 331/4x81 FD 13 - 16 • • • • • • • • 2 371 /2 x 79 3/4 FD 56' 531 /8 x 50 5/8 CA 14 53x381/4 CA 15 Family Room Kitchen Dining Room 1 531 /8 x 50 5/8 CA 281 /2 x 371 /2 CA 17 Laundry & Storage Room Garage • ••• • • • • • • • • Prepared by: East Coast Windows & gdorVin 1711 SW 7th Avenue Pompano Beach, FL 33064Q, • • • • (954) 581 -2113 Ext. 201 : : • • • • • • • • & Job $i1,: •.forge Residence 42 NE 94th Street Miami Shotes, FL 33138 • ••• • • • • • •• • • • • • • • • •• •• Date Drawn: 6/25/2010 a Florida Building Code Online COMMUNITY PLANNING ►:ITOUSING & COM J 'MOEVELOPMENT 91 ► LMERGENCY ' ;) OFFICE OF THE 5EGl-trGTAI3Y BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications 1 FBC Staff BCIS Site Map Links Search FL # Product Approval USER: Public User Product Approval Meng > Product or Application Search > Aoolication List > Application Detail FL245 -R5 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address /Phone /Email Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Casement Compliance Method Equivalence of Product Standards Certified By 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Authorized Signature Lucas Turner Iturner@pgtindustries.com Technical Representative Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Itumer@pgtindustries.com • • • Certification Mark or Listing : •�• Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Page 1 of •••• • • • • •••• • • • • •• • ••• • • • •• • • • •••• •••• • • • • • • •••• •••• • • • • •• •• ••• • • • •• • • • • • • • •••• • • • Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 httn' / /www fl nrirlahnildino nra /nr /ttr a,tr, rill a er► tr 9. naramc avC. P\ 7XCl,: rfT1 noT(A1, SW, lWPT Yl;!`oii.t 1 XT • • A /In mill I Summary of Products FL # Model, Number or Name Description 245.1 ICA -640 (Non- Impact) Aluminum Casement Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0117.12 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL245 R5 C CAC 640 -08- 0117- 12.pdf FL245 R5 C CAC Letter CA- 640.pdf Quality Assurance Contract Expiration Date 04/24/2013 Installation Instructions FL245 R5 II 640 -08- 0117- 12.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.2 ICA-740 (Impact) Aluminum Casement Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0117.11 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL245 R5 C CAC 740 -08- 0117- 11.0f •• FL245 R5 C CAC Letter CA- 740.pdf Quality Assurance Contract Expiration Date 05/22/2013 Installation Instructions FL245 R5 II 740 -08- 0117- 11.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Pagw; Evaluation Reports • • Created by Indeperidtift /hird Pg • • Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 05/27/2008 07/07/2008 09/15/2008 Back ••• • • • • • Department of Community Affairs • • • • • • • Florida Building Code Online • • Codes and Standards • • • • • 2555 Shumard Oak Boulevard • • • • Tallahassee, Florida 32399 -2100 • • • • • (850) 487 -1824, Fax (850) 414 -8436 • • • •• • •••• • • © 2000 -2010 The State of Florida. All rights reserved. • • •••• Privacy Statement 1 Coovriaht Statement 1 Accessibility Statement 1 Plua -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: Fa Next • • httn: / /www.flnrirlahttildino nry /nr /nr ann rltl a ensr7na ram = : r(' .FVX(lA:rtTlneT(ld1,SNIT„AATT) T • Page 2 of • •••• •••• • • • • • • •••• •••• • • �i im/'nl 1 PST Visibly Bette, 1070 Technology Drive Nokomis, FL 34275 May 22, 2008 Reference: CA-740 NOA 08- 0117.11 To Whom It May Concern: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Sinely, Lucas A. Tamer; P:. P.E PGT Code Compliance Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 •• •• • • • • • • • • •• • • •• • •• • • • •••• •••• • • • •••• • • • •••• • • ••• • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Rov/buildin2code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control DIv,is gf MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name mQgcy city, state and • following statement: "Miami -Dade County Product Control Approved ", unless other ,noted her RENEWAL of this NOA shall be considered after a renewal application has been i�d there has been no change in the applicable building code negatively affecting the performance of tell rfdduct. • • • • TERMINATION of this NOA will occur after the expiration date or if there has be ep q,;evision or ciange • • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA endorsement of • any product, for sales, advertising or any other purposes shall automatically terminate this OA. 'allure 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, winnowed 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 renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Z"i ►-lp a et — C i9 • • • • ••• • •. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05 • ••••• 3. Test reports on 1) Uniform Static Air Pressure Test, Loading pvr B , TA4 YIN -94 2) Large Missile Impact Test per FBC, TAS 201,94.. • • • 3) Cyclic Wind Pressure Loading per FBC, TAS•243' -94 • along with marked -up drawings and installation diagram of two btlts' ving alait4i4Atitm casement windows, prepared by Fenestration Testing Laboratory :;lst Repgto, FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.F. • .. • • • • • (Submitted under NOA# 03 0611.02)" • 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • 2) Uniform Static Air Pressure Test, Loading pet FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • , • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by Jo • e • h Chan, P E (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0: .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • • • • • • • .• • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E.1.340-98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • •••• • • • • •• • ••• • • •• • • . • • E. MATERIAL CERTIFICATIONS •••• •••• • 1. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont De'Temours &Ems; l'nc. • • for their "DuPont Butacite PVB Interlayer" dated 01/05/06, a 3l tdg on 1'2a./lo. 2. Notice of Acceptance No. 06 0216.06 issued to Solutia Inc. fo )t3i; fir;:Saflex Illd . • Clear or colored Interlayer" dated 05/04/06, expiring on 05/Z /I t : . F. STATEMENTS • • 1. Statement letter of conformance, dated 12/19/02, signed and sealed by RobbiL•' Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05 1129.11, issued to PGT Industries for th:', 'es C -740 Aluminum Casement Window — L.M.I., approved . ' 0� 3/06, exp' r, v 5/22/08. Manuel P = P.E. Product Contro finer NOA No. 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G.13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL UTE "XOX, "XO" & "OX° CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3* APART AT MID -SPAN SEE SHEET 13 FO470PRdtE4 ABICIIIengS :14" TAIICONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN E§StRCS ;HQMI IIO 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING NTH #1r2 SCREWS.. • • • 5. SHUTTER REQUIRCM` ENt:VONE•AEQCIREa • •• 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. there 328/03 7/10/0.3 4 0 ..1 "'"` Monte Sr Maw .. • • • • fort!. a maw GL0G1T4sT • • 1I5 . • .• ADD 713- NT., GLASS TYPES FAND O. REVISE ANCHORAGE. lbw •• F.K ra.mer F.K F.K. Rrear wawarr V , F.K. 12117/02 • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • 1070 TECHNOLOGY DRIVE Nalcom . FL 34275 P.C. BOX 1529 NOKO10S. FL 34274 4 x 4 0 0 x CONFIGURATIONS OPTIONS 4 x 0 i x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES P Vlsi bf7 Bette NOTES AND TABLE OF CONTENTS TAW ALUMINUM CASEMENT WINDOW, IMPACT CA-740 Soda NTS 1 " 13 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 7045 -8 PRODUCT RENEWED By arc PmviaNCchhdb ( V 2 1 /- Lucas A. Tumor, P.E. PE 058201 Mechanical FX 3/25,13 Read* FX FX m." 6y 32 Os r 7H0/03 0/25/94 F.K. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS B nnb+om: Reornamc 0.000.0 By ® 1/8" ANNEALED OR --- x—.090 PVB INTERLAYER 86 HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS -- 5/16" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE f .090 PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE •• ••• • • • • • 0 • • • • 41 0LAZN$O DETAIL • • • • • • • • • • • • • • • • EDROW GLAZING *mum AD!!13/i'Le • • • • • •• • • 1. . - Nacwworvas SHEE1 • • • • • • • • •• • • • • ADD 13/16'(MOLD W/ MIAMI CORRECT WC' LAM1 DETAIL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118" ANNEALED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS FL 34274 Visibly Better 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL Oreminboo- GLAZING DETAILS s CA-745 13/16" "tr mmt NTS 2 d 13 .65" NOM. GLASS BITE Ommo 7045 -8 5/16" LAMINATED COMPONENT 1/8' HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE 13/16° I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ALUMINUM CASEMENT WINDOW, IMPACT 7 rAz 1 /e)5`_ Luca A. Turner, P.E. PE 05&201 Mechanical / 1/\ •/( • •. , • • • t -- ' = -T / O /. /N<I\ CENTERLINE 1 1/2° ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 7 /2° SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 13° MAX O.C. ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX DAYLIGHT OPENING ANCHOR LOCATION TYP. s _ 7 � 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 4" MAX. • •- — .. ..•, . f 4" MAX. • • • • • 9 • i MAX. • • • 18" MAX. O.C. 0 .° _• • 3ThMAX• • • • • 60 MAX FIXED VENT TYP. 4° MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING ELEVATION "A" -2XO) " (SEE SHEETS 7 -9 FOR PRESSURES) • ••. • • • 4" MAX. 4" MAX. A 69" MAX - DAYLIGHT OPENING 74" MAX. WIDTH 14 1/2" MAX. O.C. TYP. ELEVATION "B" -'70C" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION SEE MEETING RAIL DETAIL TYP. (4) 30° MAX DAYLIGHT OPENING 76" MAX. HEIGHT 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 3 FJC tress — i F.K Raved et FIC F. K Omer 7/70/0.3 5/23/05 12/17/02 Chad. "y • • • • "� • • • NO.REFERENCiES • • • T®q • • • • Adb MgGELO(P� DE 3•• • • • • . .. •. • CHAibEA1AX.I•iT. TO 78'AIIOst DLO 7059' 9 1070 TECNNOLOOYDRIVE 7maM15, FL 30275 P.O. BQX 7529 NOX00478. FL 34274 P.. VLieRecrer IbmWer XX" & '7COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 d 13 7045 -8 Lucas A Tumar, P.E. PE 958201 Mechanical • ••• • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • • •• •• • ••• • • • ••• • HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL •• ••• • • • • •• • • 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY • ••• DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX 13" MAX. O.C. 4° MAX. 37" MAX WIDTH 60" MAX. WIDTH 30° MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 141/2" 4` MAX• MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 30" MAX. C 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4° —J L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) IA 69" MAX. DAYLIGHT OPENING -- - 13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) • O.C. • • • • • • • • • ', • _ • • 4° 1' • —11L1-11: I -- -«I --13" MAX. O.C. • 37" MAX. VENT 60" MAX. FIXED I • • tLWAJION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT es cotr 67 w ceaep: saws a Espamu m "r 1 ( /2 Vac teenier F.K Read*: FK asysl47 F.K ars 6123+03 ner 7/16103 7.,444°°: e tterm°s Ranidors boom Br aW° dscb481 Oser FK 12/17/02 FK S :_: • • • 1070 TECHNOLOGY FL 34278 DRIVE A DS HSRfE 8 F6�1�1T(ON� TES • • • • O �0,�, FL 31178 CHANGE M6IX H7. 7*0 76 AND MAX OLO TO 69' P.O. BOX 1529 80180905 FL 34274 ViMijetter r_ °X", "O , XO" & "OX" ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT smna"° to-* S.. "rdio M t CA-740 NTS 4 m 13 7045 D Lucas A. Turner. P.E. PE 038201 Me:harem! •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • ••• • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/ 8"HS,.090,1/8"HS) "X" WIDTH 191/8 24 28 1/2 30 32 34 36 37 A B,E A B,E A B,E A B,E A B,E A B,E A B,E A B,E HEIGHT 26 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 - 75.0 -75.0 -70.4 -75.0 -67.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 48 NEG -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50 5/8 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 5t1 70.0 49.9 70.0 54 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -58.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 58.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 60 NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63 NEG -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66 NEG -90.0 -90.0 -84.2 -90.0 -86.2 -90.0 -51.3 -90.0 -45.6 -90.0 POS 70.0 70.0 70.0 70.0 662 70.0 51.3 70.0 45.6 70.0 69 NEG -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL-46081 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE .7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH •• ••• • • NOTES: ® • 1. FOR INSTALLATIONS I WOOD OR CDNSIRE4E ZO VICFULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX AJQI!OIj • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • ••• • • • • • • • • • •• • • • • • X z .��lellrlb as compiyingnith the Bulk AcavAsam Flo 0 .7; • Ram* 0414: FJC 3/2503 Rend* Dab. FIC 7/10103 Read Br Oafs FX 8/23/05 feertamt FX. 12/17/02 • REVISE ANCHORS .5 ADD 75 HEIG1f7 OPTION Bea • 10707E0040E00Y OWE Narairs, F1.34275 P.0 130X 1529 NOKOM1§, FL 34274 I 11 Vitibly Better PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sassebbm sloe 0..9ft PE 058201 • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 48 IA GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,118 "HS) "XX" WIDTH 37 I A 43 IA 531/8 IA 57 IA 60 IA 64 I A 68 IA 72 I A 74 I A Reeder Readily. (tavern' F.K. Oeimay F.K. HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 Revisions Revision„ cReebidar POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 • ••• • • • POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 •• ••• • • 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 • • POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • • • NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 • • • •• Ome fans taw Skew 12117/02 • . • • ••• REVISE ANCHORS 6 ADD TABLES 76'HEIGHTOPTION 38 3/8 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 • • • • • • • • • • • . • • • • •• • • • • • •• ••• • • • 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 85.5 60.4 59.0 48 NEG -75.0 - 75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 1070 TECHNOLOGY DRIVE NOKOMIS. FL 94275 P.0. 1529 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 PGT 54 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 58.1 51.8 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 NOTES: & • 1. FOR INSTALLATIONS INTIQ(OOD OG CO 7O r i t FULE QESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCMOR�,S, • • • • • • 2. IF INSTALLING WITH #12 aCREWS," DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 60 NEG -75.0 -75.0 -75.0 -89.5 -60.8 -56.2 -50.4 -45.2 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) Date 13 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 58.2 50.4 45.2 42.2 41.1 neentidive PRESSURES- XX CONFIG. WINDOWS 63 NEG -75.0 -75.0 -75.0 -87.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 X X NIBM(C7IIIMi@D ! = albs •�etieel� ble • -II `7i 1 t5Ar ;• TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/81HS,.090,1/8"HS) E. 13116" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 PRODUCT RENEWMP •••Ap}ag toe ISM& TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 gumblocch Arco• ; -• J.PL:✓ ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 Lucas A. Turner, P.E. 0"e ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • •• •• ••• • • +sib/y r ALUMINUM CASEMENT WINDOW, IMPACT NTS 6 a 13 o..o 7045 4 D CA -740 elaceanical COMPARATIVE ANALYSIS TABLE 8. `O" & 114- 12 -1/4 XOX` WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL-4608 GLAZING OPTIONS: A. 5/16` LAMI (18°A,.090,1/81(S) B. 5116" LAMI (118"HS,.090,18"HS) C. 7/18° LAMI (3116°A,.090.3/16°HS) E. 13/16° LAMI (1/81 -1 %38° SPACE,5/18" LAMI -W/ 1/1311S,.090 1/8115) F.13/16" LAMI (1/8"A,AIR SPACE.7/16" LAMI -W/ 3/16°A,.090,3/18"HS) HEIGHT "0" 'MX" NEG POS 38 37 3912 42 45 48 5012 5318 54 5512 57 9n°n F.K Rma]e7 F.K Trade, . F.K WIDTHS 26 72 74 79 84 90 96 101 106 38 108 111 114 5812 117 80 120 • mm" 3/25103 Men 7/1053 A% 623784 C,F -90.0 C,F -90.0 70.0 A -76.0 70.0 B,E - 75.0 70.0 C,F -90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 A -75.0 70.0 8,E -75.0 70.0 C,F - 90.0 70.0 A -75.0 70.0 B,E - 75.0 70.0 C,F -90.0 70.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -742 B,E -75.0 • 55- C 5s- 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 money 55a: der. two F1C 12/17102 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -80.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -80.8 -75.0 -90.0 -58.7 -75.0 -90.0 70.0 -58.2 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -57.1 70.0 -75.0 70.0 -90.0 70.0 -58.2 70.0 -90.0 70.0 -55.0 70.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 582 70.0 70.0 65.0 70.0 38 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 82.4 -75.0 -90.0 -68.0 -75.0 -90.0 -54.3 75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 479 -75.0 -90.0 -48.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 87.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 44.8 70.0 70.0 43.4 70.0 38 3/8 43 - 75.0 70.0 -75.0 70.0 NEG POS NEG POS - 90.0 70.0 -90.0 70.0 - 70.4 70.0 -60.4 60.4 - 75.0 70.0 - 75.0 70.0 -67.9 67.9 - 59.0 59.0 - 90.0 70.0 - 90.0 70.0 -82.1 -75.0 -90.0 -58.4 -76.0 -90.0 -54.8 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 45.4 -75.0 70.0 -78.0 70.0 -90.0 47.9 44.5 70.0 -90.0 48.4 -43.3 70.0 -75.0 -90.0 42.1 -75.0 -90.0 40.9 -75.0 82.1 - 55.7 55.7 70.0 -75.0 70.0 70.0 -90.0 70.0 58.4 - 63.3 83.3 70.0 -75.0 70.0 70.0 54.8 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 -52.7 52.7 - 90.0 70.0 -59.3 59.3 -75.0 70.0 -90.0 70.0 - 55.1 55.1 - 75.0 70.0 - 90.0 70.0 -75.0 70.0 - 90.0 70.0 - 50.0 50.0 -75.0 70.0 -88.6 70.0 -49.1 49.1 -75.0 70.0 -86.9 70.0 -47.5 47.5 - 75.0 70.0 - 84.3 70.0 -48.2 482 -75.0 70.0 - 81.8 70.0 -44.8 44.8 - 75.0 70.0 48 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.8 -75.0 -90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -81.2 48.1 -75.0 -78.4 453 -75.0 -75.0 -43.9 -75.0 -72.5 42.5 -75.0 -70.7 -41.3 -75.0 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 48.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.8 60 58 54 NEG -51.1 -75.0 -90.0 49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -442 -75.0 -71.1 43.4 -75.0 -70.1 -422 -75.0 88.4 -41.2 -75A 88.7 -402 -75.0 P.O. BOX 579 IXOMI FL 1 30774 48.9 -43.5 POS NEG 51.1 -47.8 70.0 -75.0 70.0 -90.0 49.9 -46.4 70.0 -75.0 70.0 -90.0 48.9 43.6 70.0 -75.0 70.0 -90.0 53.4 -50.0 70.0 -78.0 70.0 -90.0 50.9 47.5 70.0 -75.0 70.0 -81.8 48.6 -45.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.3 44.2 -42.2 70.0 -75.0 70.0 -66.5 43.4 -41.9 70.0 -75.0 70.0 85.4 42.2 -40.8 70.0 -75.0 68.4 83.6 41.2 -39.8 70.0 -75.0 68.7 -61.8 40.2 -38.7 70.0 -75.0 C F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -79.4 70.0 -69.0 89.0 84.9 64.9 -80.4 A - 72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 392 -37.6 C,F - 80.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.0 - 87.3 67.3 -63.3 63.3 -59.1 POS 47.9 70.0 70.0 48.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.8 70.0 70.0 42.2 70.0 88.5 41.9 70.0 65.4 40.8 70.0 83.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 Visibly Better 57 NEG -44.8 -90.0 -43.5 -75.0 -90.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -42.6 -70.7 -41.3 -75.0 -39.8 -75.0 41.8 -39.1 -38.5 -58.7 -75.0 -57.3 -36.7 -73.3 -55.9 POS 44.8 70.0 70.0 70.0 70.0 41.1 70.0 70.0 48.9 70.0 44.7 70.0 70.0 42.6 70.0 41.3 70.0 40.1 70.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 70.0 55.9 60 NEG -42.2 -75.0 -90.0 -90.0 -38.8 -75.0 -87.4 -44.3 -42.1 -72.4 -40.4 -392 -75.0 -38.0 -75.0 -80.0 -75.0 -59.1 -372 -74.3 -57.5 -38.7 -73.3 -722 -35.5 -71.0 POS 422 70.0 41.1 70.0 70.0 38.6 70.0 70.0 70.0 70.0 70.0 40.4 70.0 67.3 392 70.0 38.0 70.0 60.0 37.6 70.0 59.1 372 70.0 57.5 38.7 70.0 55.9 70.0 35.5 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.8 -75.0 -90.0 -75.0 -832 -41.9 -692 -38.4 -75.0 -64.1 -37.1 -74,3 -382 -72.4 -57.3 -71.8 -56.4 -70.8 -54.8 -34.8 -532 -34.2 -51.6 -87.4 -50.0 POS 39.7 70.0 70.0 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 37.1 70.0 80.5 38.2 70.0 57.3 70.0 35.4 70.0 54.8 34.8 69.8 532 342 68.4 33.7 50.0 87 -55.01 55.0 46.01 56.0 -53.8153.8 -52.81 52.8 49.4149.4 -47.8 47.8 C.4 13 72 NEGIPOS -55.01 66.0 -55.0155.0 -6514 56.o -49.4149.4 -48.41 48.4 -42.8142.8 NOTES' 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREW% DEVON PRESSIORE i6 LIMITED TO 89.6 P.S.F. 76 -5321 532 -4621 462 -45.21452 -42.6 I 42.6 -41.7 41.7 TABLE 7. TEST REPORT: FTL-3580 • • TABLE 7A. TEST REPORTS: FTL-4807. FTL-4808 ALUMINUM CASEMENT WINDOVV, IMPACT 4 1 2 1 0 VoldiTsCode Aragon= No 3 PE 0E8201 MechEnIcal COMPARATIVE ANALYSIS TABLE 8. °X0" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) "XO" WIDTH 37 48 491/3 53 118 58 60 64 67.333 70.917 72 74 °XOX" WIDTH 5512 72 74 79 2/3 84 90 96 101 108 3/8 108 111 A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -86.4 -61.8 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 61.8 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -61.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 58.2 55.1 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -83.9 -58.9 -55.6 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -87.7 -60.0 -56.1 -52.8 -48.9 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 87.7 60.0 58.1 52.6 48.9 47.9 48.4 57 NEG -75.0 -75.0 -75.0 -72.1 -64.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 43.5 NEG -75.0 -75.0 -75.0 -69.5 -62.7 -58.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 82.7 56.2 50.4 45.9 42.8 42.2 41.1 63 'NEG -75.0 -75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 60.4 53.4 47.7 43.1 40.3 39.7 38.6 TABLE 9. "X0" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16° LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8°HS.3/8" SPACE,5 /18° LAMI -W/ 1/8 "HS,.090,1/8°HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO "or "OX" & "113-1/3- 1/3XOX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/18"A,.090,3116•HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63° HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13116" LAMI (1/8"A,AIR SPACE, 7/18° LAMI -W/ 3/16"A,.090,31161HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN 41ROOD i L3NVRF41%•TOOTHE FIYLL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX sICHORS. • • • • • • • • • • 2. IF INSTALLING WITH #1215REWW, CtSIIPN�R :S IS LIMITED TO 69.6 P.S.F. •• ••• •• • • • •• RersdBy. Oar FJL 3725/13 R ender F.K Hander F b..,ar m F.K 12117/02 • •• • • • • ACD GA SS TIEE &8 th N :. . • • 7/10103 asm 6/23/05 aww Ravistrac C oa"ue ar • . • • • • • • • • • • CHANGE ANCHORS ANL ADD 7W HEIGHTOPT(ON 4a: ••• • • • • • • • • • • • • • •• • • • • • • ••• • • is • • • • • • • . • • • • ••• • ••• • .T_ • • • • • • • • • • • •• •• ••• • • 1070 TECHNOLOGY DRIVE NOKMM8. FL 34275 P.O. BOX 1620 NOKOMI5. FL 34274 Yvibly Better PRESSURES- XO, OJT & 113-113-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT - a4Naem Sbntr Sm° 0.4740 NTS 8 ro 13 4.."'v1b 7045-8 D 1 3 X 1 3 0 1 3 X X O 0 X 0it nodal C (/n (/ Lucas A. Turner, P.E. PE 088201 Mechanical L3 TABLE 12. XO" or "OX° & N7coX" UNEQUAL UTE WINDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7/18° LAMI (3/16"HS,.090,3/18°HS) ALL 'MX" SIZES UP TO 134° WIDE x 83° HIGH WITH 37 MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL XO° or °OX" SIZES UP TO 97 WIDE x 83" HIGH WITH 37 MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH I -90.01 70.0 COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, F11-3582, FTL-3729, FTL-4807. FTL-4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1/81HS,.090,1/8"HS) C. 7/18" LAMI (3/16"A,.090,3/18"HS) E. 13118° LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/7HS) F. 13/16" LAMI (1/8"A, AIR SPACE,7/16" LAMI -W/ 3118"A,.090,3/16"HS) XOX° VENT FIXED 89.284 88.919 95.973 108.649 115.892 122 123.135 128.000 130 130.378 134 R<mne7 Om F.K 7/1053 R.Mer FK 9/2355 WIDTHS 19.125 24 27 30 32 33.687 34 34.791 36.896 38 37 Ammer 0.1e. F.K 32953 �� Ov1r F.K 1217/02 31.014 38.919 42.973 48.849 51.892 54.827 55.135 58.418 58.209 58.378 80 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A 8,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F HEIGHT 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 Rnbk+c 0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NEG -75.0 -75.0 -90.0 89.1 -75.0 -90.0 80.5 75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -75.0 -90.0 45.5 -75.0 -90.0 -43.8 -75.0 -90.0 -43.5 -75.0 -90.0 -422 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 80.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.8 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -90.0 -83.4 -75.0 -90.0 -572 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.8 -75.0 -90.0 42.8 -75.0 -90.0 -412 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 83.4 70.0 70.0 572 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.8 70.0 70.0 - 42.8 70.0 70.0 412 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 - 50.0 82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 17.9 -75.0 -85.0 46J -76.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 58.5 70.0 70.0 821 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 48.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 ADlI Tt ErgrABL%f1 • • • • • NOCHARGE TI%FIEET • • • • • • • • • CHANGE ANCHORS AND ADD 79 OPTION NEG 84.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -76.0 -84.7 17.4 -75.0 -78.8 -44.7 -75.0 -74.0 44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 89.3 -4t4 -75.0 -89.1 -40,4 -75.0 87.3 POS 84.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 89.1 40.4 70.0 87.3 50 5/8 NEG -80.8 -75.0 -90.0 17.5 -75.0 -90.0 -52.8 -75.0 -90.0 -482 -75.0 -79.6 -45.5 -75.0 -73.2 -42.8 -75.0 89.4 -42.4 -75.0 -88.8 41.8 -75.0 -87.3 -40.4 -75.0 45.3 40.3 -75.0 -85.1 -392' -75.0 83.3 POS 80.6 70.0 70.0 47.6 70.0 70.0 52.8 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 89.4 42.4 70.0 88.8 41.8 70.0 67.3 40.4 70.0 85.3 40.3 70.0 65.1 392 70.0 83.3 1070 TECHNOLOGY DRIVE NOXCMIS FL 34275 P.O. SOX 1528 NOKOMIS. FL 34274 54 NEG -58.1 -75.0 -90.0 -75.0 -90.0 -49.1 -75.0 -73.0 42.7 -41.4 -75.0 -40.2 -75.0 -75.0 -59.1 POS 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 41.4 70.0 41.1 70.0 402 70.0 38.9 70.0 70.0 80.5 37.7 Vaibb Barer 57 NEG -75.0 -90.0 -41.6 -48.2 -75.0 -81.9 -42.0 -40.7 -75.0 -75.0 -81.0 -38.7 -592 -75.0 -75.0 -55.9 eGT POS 58.1 70.0 70.0 70.0 70.0 70.0 42.0 70.0 89.7 40.7 70.0 81.0 393 70.0 38.7 70.0 592 57.8 70.0 57.4 70.0 NEG -90.0 -392 -75.0 -89.4 -43.8 -75.0 -77.2 -40.1 -68.3 -75.0 -58.4 -58.5 -72.4 -54.7 -54.6 POS 70.0 70.0 39.2 70.0 40.1 70.0 70.0 70.0 58.4 70.0 70.0 68.5 70.0 38.1 70.0 54.8 70.0 53.0 83 NEG -50.5 -75.0 -90.0 -38.9 -73.8 -41.1 -75.0 -38.0 -75.0 -732 -58.8 -55.7 -71.0 -55.2 -35.0 -53.8 -51.9 -88.5 -51.7 -33.7 -50.0 CA-740 NTS raw POS 50.5 70.0 38.9 70.0 41.1 70.0 70.0 38.0 70.0 70.0 35.7 70.0 55.7 70.0 70.0 343 34.3 51.7 50.0 67 -55.01 55.0 -5111 52.1 -51.51 51Z -5011 so.1 48.01 aao NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 72 -55.01 55.0 -55.01 55.0 -55.01 55.0 47.71 47.7 472147.2 78 45.0 ss.o -52.21 522 44.01 44.0 41.91 41.9 41.8141.8 °X0° & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. • ALL "X0X` SIZES LIP TOW" WID5 x1116° PIPIGHIWITHjr4AX.Verf WIDTH At4D 80" MAX. FIXED WIDTH AND ALL ILO" or "OX" SIZES NIP TC1 H 37"18AX. VENT WIDTH AND 87 MAX FIXED WIDTH TABLE 12A. 1 -55.01 55.0 PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT UNEQUAL UTES UNEQUAL LITES UNEQUAL LRES Lures A. Turner, P.E PE 058201 Methantal MAX. HEIGHT (SEE SHTS. 3 & 4) Randey aOR F.K 3125103 wm"*F mre. FJC 7/10003 Rowdily. 2* FK 9/23105 @••ier. 0* F.K. 12117122 B 6 wa"r"n: • ••• • • • •• q • • • • • • VERTICAL • • OPERABLE UNIT • • sap tip- blaiAm40 1474• • 4 QF • • • • • • CFGSHT.. NO. REF: AD1 !790489 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) b • • •0•• • • • ••• • • • • • • • VERTICAL SECTION FIXED UNIT • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • do • REFERENCE "X0 & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 OGG MAX. FIXED LITE DAYLIGHT OPENING - (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 1070 TECHNOLOGY 3427 57rE NO ECHN . FL 34776 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Beater MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) v.7�r7 MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS 61.740 HORIZONTAL SECTION - XX ALUMINUM CASEMENT WINDOW, IMPACT s"r 2* ut.,repw NTS t0 13 7045-8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 , -REFERENCE "XX FRAME ASSEMBLY DETAIL, SHEET 11 D 00m fliDDI cr REVISED aloe 0, •••• 2 PR002C r RENEr 4s mo 9ylo not t 9boMs Vireo + • • 11 Ada I /2 /or Lutes 4. Turner, P E. PE 978201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB °XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB per n.a F.K. 325113 FJC F.K mfta FF ( FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH -TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X` FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3° APART AT MID-SPAN "0" FRAME JAMB "XO° & °XOX" FRAME ASSEMBLY DETAIL e V • • • • • II • ...MAIN FRRIME.ASSEMBLY DETAIL ■ • • • • • N QE RIB SHEET • • • rw awns 1A S1rEE:•• ••• • • •• • • TEM89 • 7/f0103 aw: 12/17/02 Rordersk C Reatsbnr mr • • • ADD Vora • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • •• • • •i• •• • • SASH FRAME ASSEMBLY DETAIL FRAME JAMB P-E #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL A -y 1 .095" 1.159" 2.139" 105 SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .434" I 2.854° .062° NOM. I---- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 3.544° .062" NOM. EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT e. veay. Mme. - CA NTS 11 13 7045 -8 1 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A .062" NOM. 2.919" if 1 l /vy� Wan A. i o"re;, P.E. PE 098201 Mechanical PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 701.6 SINGI.E LOCK KEEPER 75 708344 #8 X .750 QUAD PN SMS 80 70054 FDCD WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X I QUAD PN SMS 82 7010 FDCED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16' LG. GLASS (1/8"184, AIR SPACE, 5 /16'LAMl) 5/16" LAM' = (2) LIES OF 1/8"HS GLASS WITH AN.090 JNTERJAYER - SO LUTIA OR DUPONT PVB 13/16" LG. GLASS (1/81IS, AJR SPACE, 7/161AMI) 7/16° LAME - 3/I6A & 3/16HS GLASS WITHAN.0901NTERLLYER - SOLUT1A OR DUPONT PVB 88 13/16 LG GLASS (1/8118, AIR SPACE, 7 /16"LAMI) 7/16° LAND - 3/16115 & 3/16184 GLASS WITH AN.090INTERLAYER - SOIIJAA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, tim i 13) PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 30 31 32 33 4o 41 43 44 45 46 so 51 52 53 54 55 67 68 69 71 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 70044 7011 7012 7019 7018 PGT. # 781PQA 78IPQA 67017K 78X78PPSMS 7858ZA 710x12FP 61P247 6163K 61635K 60976 DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 121(I/2'XU8" CASED -CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY ma'am MULTI -POINT LOCK LOCK SUPPORT PLATE #10.24 X.562 PIE P24. TYPE F MULTI -LOCK KEEPER (RH. & L.H.) 88 X.875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8.32 X .375 P11. PE. TYPE B STUD BRACKET (LH. & R.H.) 08 X NW' ELT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAPLIN HANDLE 12" HINGE (HEAVY DUTY) #10 X.500 PH. PHL. 5/16° LAMINATED (1/8A & 118HS GLASS) .090 1NTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED OARS & 118115 GLASS) .090INTERLAYER - SOLUITA OR DUPONT PVB 7/16' LAMINATED (3/16A & 3/16HS GLASS) .090 ATTERLAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/16HS & 3/1611S ('LASS) .0901NTERIAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) •II T1:ONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREENcORNER KEY SCREEN CLOTH SCREEN SPLINE- SERRATED SCF&N 61-1P• • • 78x1a13 ' 4 x `Q. DN. IIIEKWS, • • 71 3�/ r#N PI�4 NEK• y • U • • II • SEAPORT PLATE • SPACER 711573 (SNAP-GET-HANDLE KNOB 7FLDHD IFOLDINGILNDJD • • • ••• • • • .706' .050" .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" -1 r - .050" 41 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .865° .040" lit' 1.000" .423" I. - O CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .040" .870" .125" .062" f.. -.172" .050" 9" h- .569" 0 13/16` GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 1.124"r- .093" O CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2.701' I(/2//4;( A 9 F JC 00.0080 F.K • • • • • ••• • 0, F.K ma 7na/03 8P,8 0 KMWO a D titer Medea.,. nrm. F.K. 12/17/02 • • "�•� • • • . Aso lake -L6•. QL ns GLAIMO 8S4D j • • • • NC812A71GE ADO SHEET • • • • • ADD EOUN. To /TEA! 44. SILICONE AND ADD ITEMS 87 88 AND 88 1070 TECHNOLOGYDRNE NOKOA)0. FL 90275 P.O.8OX 1528 NOKOP* FL 30270 FIGT Visibly Barter Atandorc PARTS LIST & EXTRUSIONS nut ALUMINUM CASEMENT WINDOW, IMPACT aemamsr act: CA.740 NTS sir "o 12 13 I ta..sro 7045-8 D Lures A. Tamer, P.E. PE 858201 Meehmdcel ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• ••• • • A 2x WOOD BUCK (SEE NOTE 3) 1 /4 " MAX. SHIM --I r- ASEE NOT._ c 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 /4" MAX. SHIM 16, SEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r A SEE NOTE 1 A SEE NOTE 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -----rfi i a,r '.. Ilin 111, 1111 , ,... • _j 11/4 " MIN. OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. SEE NOTE 4 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK A 2x WOOD BUCK (SEE NOTE 3) 1 /4 " MAX SHIM -j r- A SEE NOTE 2 I I1,nf 1 UT MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 A Ix WOOD BUCK (SEE NOTE 3) 1/4' MAX. SHIM 7 SEE E TE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPUCA11OIt Ir111QIAVI -DI➢DE COIJNT1i,JSE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACI .• • • • • • • • 3. WOOD BUCKS DEP1C I10HES C:10/.1S;i(i *THIL PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL•IF UNPr ISilitE(D�tE�CY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR L 1 GREATER. INSTALOI�Pf( THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REgUIRRD FOR INsTAI4ATIONS OUTSIDE OF MIAMI -DADE COUNTY. acre"er B le • • • • • • • • • • F.K. 3:25103 B YocrANacanr�sNEEr • • 711 • • • • • ANCHORAGE DETAILS av a9r As rwl e • • • KOMSS. FL F.K. TH0/O:i C •0 C•4NGE•N73 J •tt� • • • • • NOK0153, • • • f0T0T R 428 Ogre amraa c • • • • • • • • • • 342 DRIVE 34278 5 FK 5513!08 D REESENOT�BAND REA10•A/1r 1ftPCONS8 ?4 EWS • P.O. BOX 1329 Dem 27: Omer F.K 12/17/02 (amb4ar om: NOKOMIB, FL 34274 Visa* Bette, ALUMINUM CASEMENT WINDOW, IMPACT aptlM l au" &4r O,s606 CA NTS 13 d 13 7045 -8 ] D �� I 1 11 I II I1111:1:1,:111„IIII Ifl> SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Lucas A. Turner. P.E. PE 988201 Mechanical Florida Building Code Online , ori117A. OEPARTMENT +AF a 0 Community Affairs .► COMMUNITY PLANNING ■► HOUSING & OaraMU DEVELOPMENT .r EmERGENOY MANAGEMENT ? OFFICE OF TI E£GRETA.RY Product Approval USER: Public User Product Approval Menu > product or Application S > Aonllication 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 Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL2766 -R6 Revision 2007 Approved PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Lucas Turner Iturner@ pgti n d ustries. com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480 -1600 Iturner@ pgti n d u stri es. co m Windows Projected Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 Page 1 of: rp faOW- BCIS Home 1 Log In User Registration Hot Topics 1 Submit Surcharge Stats & Facts I Publications 1 FBC Staff , BCIS Site Map Links Search • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • ••• • • • •••• ••• • • • •• • •••• • • •••• ••• • • • •• • • • • •••• • • •••• httn• / /www flnrirlahnilrlina nra /nr /nr arm rltl v7ttaram=u,flP\TY lurfTlnndi? 7nhnc(` <n irs, ., -TV ..tillT 7<,A • • Year 1994 1994 • • • • • • • • • • • • Summary of Products FL # Model, Number or Name Description 2766.1 CA -640 Projected (Non- Impact) Aluminum Casement Projected Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0709.15 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL2766 R6 C CAC 640 -08- 0709- 15.adf FL2766 R6 C CAC Letter CA -640 Proi.adf Quality Assurance Contract Expiration Date 11/20/2013 Installation Instructions FL2766 R6 II 640 -08- 0709- 15.13df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2766.2 1CA -740 Projected (Impact) WinGuard Aluminum Casement Projected Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0709.16 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL2766 R6 C CAC 740 -08- 0709- 16.odf • FL2766 R6 C CAC Letter CA - 740 Prol.pdf Quality Assurance Contract Expiration Date 11/06/2013 Installation Instructions FL2766 R6 II 740 -08- 0709 -16.4f •• Verified By: Miami -Dade BCCO - E • Created by Indepenaenthird Party: Evaluation Reports • • • • • • : Created by IndependeittTlNird Party: • • Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/10/2008 12/12/2008 12/17/2008 02/03/2009 Back Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Next •••• • • • • • •• •• • • • • • • • • • • •• • •••• • • •••• ••• • • • •• • • • • • • • • Privacy Statement I Coovrioht Statement I Accessibility Statement I Plua -in Software I Customer Service Survey I Contact Us Product Approval Accepts: F 111 hftn•Hurwuw fl nri rlaKai 1dina nro /ru -It-r a 1111 rl tl aorlv7„ or• Irn =AI 'CM / YI I.: Tl.,,, AD 7., l+ .,..!`.. .II N..uv.✓'' , .cr%T'7.. A Page 2 of • • • • • • • • • • c /1 /1nrr HST Visibly Better. 1070 Technology Drive Nokomis, FL 34273 December 10, 2008 Reference: CA -740 Projected NOA 08-0709.16 To Whom It May Concern: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Sinnceerely,, , L• A tumt4 f . z P:. #58201 Pt T CAA," � ^! ,`'� ( • • R Toll Free Phone 800282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 • • • • • •• • • • • • • • • •. •• • • • • • • • • • • • • •• • ••. • • • •••• .•• • •. •• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: .= CR CxP) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinEcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 740 Aluminum Projected Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 02/24 /03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stampaitil the Notice of Acceptance number and expiration date by the Miami -Dade County Prod pt Control Df asis> MISSILE IMPACT RATING: Large Missile Impact Resistant. • LABELING: Each unit shall bear a permanent label with the manufacturer's name ors to�%,o city, stag and following statement: "Miami -Dade County Product Control Approved ", unless othervligg poted heseina RENEWAL of this NOA shall be considered after a renewal application has been Atli there 1lds'been no change in the applicable building code negatively affecting the performance of thts'ircittct. • • • • TERMINATION of this NOA will occur after the expiration date or if there has beraryision or change in the materials, use, and/or manufacture of the product or process. Misuse of this N®A in end®.s e of any product, for sales, advertising or any other purposes shall automatically terminate is NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of•1NOIt. . • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flor Jaa and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 05- 1129.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 • .• • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, titled "Alum. Projected Window, Impact ", dated 02/24 /03 with revision C dated 09/02/08, prepared by Mfr., signed and sealed by Lucas A. Tumer, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0514.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window mulled to a projected window with 9/16" HS laminated, prepared by . ••••• Fenestration Testing Laboratory, Inc., Test Report No. FTL -37/4 4atpd 2/287'03' signed and sealed by Joseph Chan, P E (Submitted under NOA# 03- 0514.101 C. CALCULATIONS •••• • • • • 1. Anchor verification calculations and structural analysis, complyixg.w th FB O ' 4, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner 4' "'. .... .. • • • • • • • Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • • •. • • • •..• • • ••. • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite o PVB Interlayer" dated 01/05/06, expiring on 12/11/10. Manuel Pe E. Product Control er NOA No. 0 : ' 9.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 "1'ED F. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.10, issued to PGT Industries for their Series CA- 740 Aluminum Projected Window — LMI, approved on 02/23/06 and expiring on 11/06/08. E -2 .• • • • • ••.• • • • • •• • ••• • • • •• •• • • •••• .... • • • • • • ••• •••• • • • • • • 1 • • • • • • • • • .• • • • • • •• • • .••• • • Manuel ' erez, Product Control Exa NOA No. 08-07 i ' 6 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 • • • /saeeR F.K ea."ere NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 6/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 6/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 6/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. A. 8. C. 0 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION. FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI- DADECOUNTY NOA. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X ": MAX. 8" FROM CORNERS JAMBS "OX": MAX. 4" FROM "0" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH 012 SCREWS. S. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL, FOUR tREIEctS o itAr E 7. REFERENCE TEST REPORTS: FTL -3724, F?I.37274 FTIL 3028! • • • • • • • • • • • • • • •• ••• •• • • • •• arc 828103 7Ber9103 0&02/08 w"oke" A B at u ree • • • • •• I 0.0. F.K 0224103 REMOVE 17 OPTION PER MUMJDAOj REVISE DP NOTE 3AND "s" • • • • • • • • ANCHOR A E 410 rig 1 •• • • • MODIFIED 1407E ••• • • • • • • • • • • • • • • • ••• • 0 • • • •• •• • • • • • • • • 1m•TEeralalOOY V+a • . FL 31270 • ••• P.O. BOX 1873 NOKOWS, FL 3074 ••• • • • • • • • • • • • • 0 •• •• ••• • • • • • • B VLiiN, Better CONFIGURATION OPTIONS X 0 X NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT s I NTS I •.� s 11 I 7052 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 IC PeWt C 7 0.:V;gg!; atra,B• Ettal1/2Caer Aecr4 ;7m i ; • 1 ../ # Dare :•t.:2.er ,/3 A/12 / Lima A Veer, P.E. PE•88201 Me•ro"Iod 1/8" ANNEALED GLASS OR HEAT STRENGTHENED - 1-•• 7"- T- 1 /8" HEAT STRENGTHENED GLASS GLASS OUTSIDE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER OUTSIDE p .65" NOM. GLASS BITE .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT F-- STRENGTHENED GLASS 7/16" LAMINATED •• GIBRETAI4 : : • ••• • • • • • • 00 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS - .65" NOM. GLASS BITE • • • • • • • 13/16" NOM. 13/16" I.G. GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE P",t6UUC3'ReNE SEe ten ceap gaiEhEda raft OWe'1v0Cee 6,-u.7.t^ Kn Wad 0l .: !). • di 1! er F.K •mer F.K Raiff Bp D.Q. FJc err H/2603 Mir Olfg A linftkor B Frodsbac Crater ADD 'CriEWE •NOTATION NO CHANGE 7Nl19MEET NO CHANGE THIS SKEET ne • • • • • • • • • • • • • • • • • 1070 • • • P.O. BOX 1829 NOKOM7t FL 30274 •• Visibly OGST. GLAZING DETAILS ne ALUM. PROJECTED WINDOW, IMPACT airYbat CA-740 ei eier aa.e NTS Z d 11 l a..m". 7052 -7 I c Lucas A. Turner, P.E. PE P88201 Mechanical • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• •• •• • • • ••• • • SEE MEETING RAIL DETAIL gamma FE ROW*. es" F.K 1018408 Reedee O.GL "_1 y, are F74 02/24103 PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW f 8" MAX. I 4" -�I REMOVE •0" ELEVATION ?ME T MS SHEET 80" MAX. WIDTH 59" MAX. FIXED i4 11 1 n 11 uh� 13" MAX. O.C. ELEVATION "A° - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) 31 3/8" MAX. DAYLIGHT OPENING 87 3/8" MAX. HEIGHT •• ••• • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • •• • • •� DASHED ALL 'n"" COMFON13479, REMOVED PREFERENCES ak 8" MAX. SEE MID -SPAN ANCHOR DETAIL 1 TYP. (4) 1 8" MAX. • •• 4" MAX. • • •• •• • • • • • • • • • lerdr P.O. SOX 1573 NOKOI* N.34274 Visibly Better Dec 8240? Paitas A Rabs B ashy: • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" MAX. -' MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING -" 1 13" MAX. O.C. ELEVATIONS TM ANCHOR LOCATION TYP. ELEVATION "8" - "X" (SEE SHEET 4 FOR PRESSURES) 38 3/8" MAX. HEIGHT 31 318" MAX. DAYLIGHT OPENING ALUM. PROJECTED WINDOW, IMPACT 04740 I NTS 3 s 11 ama*, 7062 - 7 1 1/2" 3" ANCHOR LOCATION TYP. CENTERUNE 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) PR60UCY ft ".'1111) rn t"aMSykl with 1b Flame* `7/1',/a8' Lucas Turner. P.E. PE #58201 MedresdOd ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8"H8) FTL -3727 VENT HEIGHT 17.000 18.000 21.000 24.000 26.000 30 000 33.000 38.000 37 000 38.375 x 36.000 1 N101M MOONIM 24.000 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 26.500 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 30.000 .. 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 A ` 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -73.7 70.0 -70.4 X 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - ^ 70.0 75.0 70.0 -71 7 70.0 -71.2 67.9 -67.9 43.000 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 68.2 -88.2 60.4 59.0 - 59.0 57.2 -57.2 48.000 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 68.4 69.4 -59.4 54.3 52.8 -52.8 51.1 -51.1 53.125 0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 60.6 64.8 -54.8 48.8 47.2 -47.2 45.5 -45.5 57.000 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 58.5 61.0 -51.0 44.8 43.5 -43.5 42.1 -42.1 60.000 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 72.9 58.2 47.6 -47.5 42.2 41.1 - 41.1 39.7 -39.7 GLASS OPTION B. 5/16° LAMI (1/8"HS,.090,1/8"HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS I 70.0 -75.0 GLASS OPTION C. 7/16" LAMI (3/16"A,.090,3/16"HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS I 70.0 I -90.0 GLASS OPTION E. 13/16" I.G. (1/8"HS, 3/8" SPACE, 5/16" LAMI W/ 1/8"HS & 1/8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS 1 70.01 -75.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • • • • • . •• PRODUCT REVISED en contO. zi erkh&SeFEW& ' -. ; -•, Pr b t1L' <. 'e. �- 0 14 - 2/9e Lucas A Teem P.E. PE ME= Mechanical M11 §1111 1111 NO CHIME 770 SHEET • • • • • � • • A. PAM 1529 NOKOMM, R. 94274 • DESIGN PRESSURES %P WINDOWS REV ANt�RAGEAND NOTE • • • • :.. ALUM. PROJECTED WINDOW, IMPACT NO CHANGE 7I SHEET o sc 1 Hebb Better aaaeme Pd 710 err I NTS ee,e 14 d 11 a""eows I 7052 - 7 a" I C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • COMPARATIVE ANALYSIS TABLE 3. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) FTL -3727 B. 5/18" LAMI (1/8 "HS,.090,1 /8 "HS) FTL3727 C. 7/16" LAMI (3/16"A,.090,3/18"HS) FTL3724 E. 13/16" I.G. (1 /B"HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8"HS, 1 /8"HS) F1L -3728 VENT HEIGHT UP TO 28.000 30.000 FIXED HEIGHT 26.000 ' 32.000 38.375 44.000 50.626 59.000 28.000 32.000 38.375 44.000 60.826 59.000 H. atm moo PJ1 a A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 24.000 8,E 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.500 A 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -70.8 70.0 -75.0 - 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 76.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 •90.0 A A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 63.9 -83.9 57.0 -57.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 63.9 -63.9 57.0 -57.0 30.000 B,E 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 90.0 70.0 30.0 70.0 90.0 70.0 -90.0 70.0 30.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 430.0 70.0 -90.0 70.0 90.0 A 36.000 A 70.0 - 76.0 70.0 -75.0 70.0 - 70.4 59.2 -59.2 51.1 - 51.1 43.0 -43.0 70.0 -75.0 70.0 -76.0 70.0 -70.4 69.2 -59.2 51.1 - 51.1 43.0 -43.0 B,E 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 C '70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 67.9 47.9 57.8 -57.8 49.9 -49.9 41.9 - 41.9 70.0 -75.0 70.0 -75.0 87.9 47.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 37.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 43.000 A 70.0 -75.0 70.0 -71.1 57.2' - 57.2 60.7 40.7 52.8 - 52.6 44.4 - -44.4 70.0 -75.0 70.0 - 71.1 57.2 - 57.2 60.7 40.7 52.6 -52.8 44.4 44.4 B,E 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 48.000 A 70.0 -75.0 61.8 -61.8 51.1 - 51.1 54.4 -54.4 48.6 48.8 41.0 - 41.0 88.4 -88.4 61.8 -61.8 61.1 - 51.1 54.4 -54.4 48.6 -48.8 41.0 -41.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 78.0 70.0 -75.0 70.0 -76.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -88.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 48.4 53.125 A - 70.0 - 75.0 58.8 - 56.8 45.5 -45.6 49.1 -49.1 44.3 -44.3 38.7 38.7 60.6 -60.6 88.8 - 56.8 45.5 45.8 49.1 -49.1 44.3 - 44.3 38.7 -38.7 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -85.9 70.0 - 71.2 60.9 40.9 70.0 -90.0 10.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 80.8 40.9 57.000 A 70.0 - 76.0 63.8 -53.8 42.1 42.1 45.5 45.6 41.2 -41.2 37.3 -37.3 58.5 -58.5 53.8 -53.8 42.1 -42.1 45.5 -45.8 41.2 412 ' 37.3 -37.3 8,E 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 90. 70.0 -90.0 70.0 -90.0 70.0 -79.3 68.7 48.7 58.9 48.9 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -79.3 66.7 46.7 58.9 -58.9 80.000 A 70.0 - 72.9 50.4 - 50.4 39.7 -39.7 42.8 42.8 ' 39.2 -39.2 35.9 35.9 58.2 - 56.2 60.4 - 50.4 39.7 39.7 42.8 42.8 39.2 - 39.2 35.9 38.9 13.E 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 74.6 83.3 43.3 54.0 -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 74.8 83.3 -63.3 54.0 -64.0 GLASS OPTION D. 7/16" LAMI (3/18"HS,.090,3116"HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 170.0 -90.0 NOTES: •• ••• • • • • • • 1. FOR INSTALLATIONS IN WOAD OR CON E lE TO•TI E U �L . DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX• CIDIOkS• • • • 2. IF INSTALLING WITH #12 SCREWS, � SUSI likeSdUIE JS GMITED TO 79.9 P.S.F. • • •• • • • . 0 x '1 ,4 24r tel: FJc gam: FJC w.+"r. D.O. dasIBT FJL aft IMMO 90/19708 lisoisisss RoWers 8 tisk galena Coloyder • • • • • • NO ~OE 1NISS M • • • • REVISE AI�H AaEAN NOTi• • • • • • 4 NO CHANGE MO SHEET ••• • bass • • • wt DR 8CJ78 7VE •• P.O. dOX18p9 NOKO 62 FL 9@71 BGZ Visibly/letter DESIGN PRESSURES "OX' WINDOWS 1"s ALUM. PROJECTED WINDOW, IMPACT C4740 l NTs, 5 m 11 1cs+w,a 70527 re Lucas A. Tumor, P.E PE 088201 Meobanlaal • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• 0 • • • 000 • • COMPARATIVE ANALYSIS TABLE 4. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1 /6'A..090,1 /8"HS) FTL3727 B. 5116" LAMI (1/8 "HS,.090,1 /8"HS) FTL -3727 C. 7/16" LAMI (3/18"A,.090,3/16"HS) FTL3724 E. 13/16" I.G. (1 /8"HS, 3/8" SPACE, 5/18" LAMI W/ 1/8 "HS, 1 /8"HS) FTL -3728 VENT HEIGHT 34.000 38.375 FIXED FIGHT 26.000 32.000 38.375 44.000 50.825 59.000 26.000 32.000 38.376 44.000 60.826 69.000 WAWA ?maxim 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 75.0 70.0 75.0 B,E 70.0 -75.0 70.0 -75.0 '70.0 - 76.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 •76.0 70.0 -75.0 70.0 -76.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -70.8 70.0 -76.0 70.0 '- 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -70.8 B,E 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 C 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 63.9 -63.9 57.0 -57.0 7 .0 -78.0 70.0 -75.0 70.0 75.0 70.0 -76.0 63.9 .63.9 67.0 -67.0 B,E 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 36.000 A 70.0 - 75.0 70.0 -75.0 70.0 - 70.4 59.2 -59.2 81.1 - 51.1 43.0 - 43.0 70.0 -70.4 70.0 -70.4 70.0 -70.4 59.2 -59.2 51.1 - 51.1 43.0 -43.0 B,E 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37.000 A 70.0 -76.0 70.0 75.0 67.9 .67.9 57.8 -57.8 49.9 49.9 41.9 -41.9 67.9 -67.9 87.9 47.9 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 B,E 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 C 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 43.000 A 65.6 -65.5 65.8 -65.6 57.2 -57.2 60.7 -60.7 62.8 - 52.8 44.4 - 44.4 67.2 -57.2 57.2 - 57.2 57.2 -57.2 67.2 -57.2 52.8 - 52.6 44.4 -44.4 B,E 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 48.000 A 57.6 - 57.5 67.5 -57.5 51.1 - 51.1 64.4 - 54.4 48.6 -48.6 41.0 -41.0 61.1 -51.1 61.1 -51.1 51.1 -51.1 61.1 -51.1 48.6 48.6 41.0 -41.0 B,E 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 58.4 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 511.4 53.125 A 52.7 -52.7 52.7 -52.7 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 -38.7 45.5 -45.6 46.6 -45.5 45.5 -45.5 45.6 -45.6 44.3 -44.3 38.7 -38.7 B,E 70.0 75.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 - 71.2 80.9 -80.9 70.0 -90.0 70.0 80.0 70.0 -90.0 70.0 -85.9 70.0 - 71.2 60.9 80.9 57.000 A 48.6 -48.6 48.6 48.6 42.1 -42.1 46.5 -45.6 41.2 -41.2 37.3 47.3 42.1 -42.1 42.1 42. 42.1 -42.1 42.1 -42.1 41.2 -41.2 37.3 -37.3 B,E 70.0 75.0 70.0 78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 79.3 68.7 - 88.7 58.9 -58.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 68.7 -86.7 56.9 -56.9 60.000 A 46.2 45.2 45.2 -46.2 39.7 -39.7 42.8 42.8 39.2 -39.2 35.9 35.9 39.7 -39.7 39.7 -39.7 39.7 49.7 39.7 -39.7 39.2 -39.2 35.9 35.9 8,E 70.0 - 78.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -71.8 70.0 -76.0 70.0 -76.0 70.0 - 76.0 70.0 -76.0 70.0 -76.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.8 63.3 53.3 64.0 54.0 70.0 -90.0 70.0 80.0 70.0 80.0 70.0 74.8 83.3 83.3 54.0 54.0 GLASS OPTION D. 7/16" LAMI (3116"HS,.090,3/16"HS) FTL3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.01 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OnIOFFCIlE=E' eTc►T13E FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE- GI:EXAlCPCPC •: • 2. IF INSTALLING WITH #12 SCI►tS,.13E8l01 POESOUCFEntIMITED TO 79.9 P.S.F. Rem I stc e•e Awl itt itevtArs A • • • • 4t FX F.K 10,18,65 0.0. QA0209 FJC NO CHANGE Twe • ithrt RAABEANCHORAtr. N0•e• NO CHANGE THIS SHEET' ••• • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • 4070 7E4004100Y CANE M ir N0'101f • 4 , t 3274 Vitt* Better DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT C.4-740 I NTS I 8 • 11 I 7052 -7 O x PRODUCT RSV 0 casaftrykkgcoitARIteraft G9_ '.^. C 4 Ns D;• •.16 te •,..,aiff Lewes A Turner, P.E PE*88201 MeolmYoet MAX. HEIGHT (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) • • • • VERTICAL SECTION • • • • "X" CONFIG. • . L • • • • • • • • • • •• MAX. HEIGHT (SEE SHT. 3) • OUTSIDE IL _ MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) uu Fir - -- -J ,_ PLEASE SEE SEPARATE MIAMI -DADE COUNTY u �� NOA FOR CASEMENT FIXED WINDOW u - - -.rU i n Ip ti 1 � / LC , A VERTICAL SECTION "OX" CONFIG. REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 PRODUCT e13.w61'F» mtetsmtn.ogleifft the FM* PcItC.t6:ede ls::.;:rrxc?a Ib Er „viva 147tta g X1//2 /ar Road* WE F ( 8E663 .Rote,: FJG • • 1wh° • • • A REDRAW VERDC1:64770410 Y1�4ME. • • • _ ADD DEMO aa.ner mem 01602/06 9 /bfAwc aunts/ 11% • • •• • • • •- D.O. clog F.K 0124/03 ••• DA6MB3ALL •O•OOMPONSV78, REMOVED'G'REFEREVCES are • • • 1100 =IMAM' DRIVE MOK•tMIMPL MEM •• P.O. 910(1579 WOt21M9, F150174 PST Virg Beater VERTICAL SECTIOWS ALUM. PROJECTED WINDOW, IMPACT CA-740 I ee. eb• NTSI 7 all 1 I C taxes A. Tumor. PE PIE MOM MeeMiod • • • • • • • • • • • • • • •• • • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • ••• • • • MAX. VENT DAYUGHT OPENING (SEE SHT. 3) • • • • • MAX. WIDTH (SEE SHT. 3) • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• HORIZONTAL SECTION THROUGH VENT • • • • • A PROflUCT MA I :0 as earaatexag WO the trfm5h 0ra4relatt IV/ F.K 89i&D9 Rawl fp VW FX 10,1& B per Van Wears DO ODOM C Droner tale •retdlir Caen FJC 82Q603 =RAW HODECNfAL TOW28CJ • • ADD 17F14 • • •• • • • • • • ••• . • DASHED ALL NV COMPONENTS • • • 1Mo . °Rive 34275 • P.D6QX16S NOYCp0. a 31274 ET VWbly Beeper HORIZONTAL SECTIONS >r ALUM. PROJECTED WINDOW, IMPACT ~ CA 0 I IVTS 1 8 d 11 1 7082 -7 I C LUOe A. Turner, P.E. PEMS201 Mechanical • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • PLEASE SEE SEPARATE MIAMI -DADE NOTE: ALL ALUMINUM SHALL BE OF 6083 - T6 COUNTY NOA FOR CASEMENT FIXED WINDOW #12x1 PH TEK SMS 8 13" MAX. O.C. W/ 97 (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE 96 MATL: 8083-T6 "X" FRAME H ,Q= ;, d jl ‘‘) ' I j �L -r - -� "OX" FRAME ASSEMBLY DETAIL O #8x1 QUAD PH SMS (2) PER CORNER O FRAME JAMB • • • • • • • • • • • • •• • • • •• MAIN FRAME ASSEMBLY DETAIL • ••• • • • • • • • • . • • • • • • #8x1 QUAD PH SMS O (2) PER CORNER .993" I 289" .040 O °INSTALLATION HOLE COVER SASH FRAME MATL 8083 -T6 SIDE RAIL DWG# 7007 SASH FRAME TOP OR BOTTOM RAIL SASH FRAME ASSEMBLY DETAIL 1.159" 2.139" —.- O SASH FRAME HEAD, SILL, JAMB MAIL: 8083 -T8 DWG# 7003A .434 --f- - " i 2.854" .082" NOM. I I L .-- 2.784" �{ °FRAME HEAD, SILL, JAMB MAIL: 8083 -T6 DWG# 7002A PRODUCT ReYiEF.O es en•rg arIAtb E1DtFAR P nki{ z,'Cede Acx Ito • . 13 R•riOr Wet RIC 8+18/0.7 • sr FJG eao m A HO MANGE )70S Sahli • NO CHANCE 77110 • • • Oak WORN Orr omkos Reakketze 0 aoedeusx s•c • • • • • • • • • •• • RO • • FJC X 4/03 REMOVED OR DASHED'Ce COMPOWEAT3 P.Q BQX 1828 NOKOVNA R. 34274 DRIVE •• 31270 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS nft ALUM. PROJECTED WINDOW, IMPACT ss•,eblr Isar< I err CA-740 I NTS I 9 d 11 7052 -7 I C Lune A. Tumor. P.E. PE *58201 Msohenket ••• • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 28 29 30 31 32 1157 7013 7015 33I .A 1133 781201 F • X 1 QUADPN 8 mil♦ 1! (%' , 1 411I 1.,,(1,k+ a;> & lEif111111ETNOIIIIN Fr3ivY 6A:•) La. MFryAMMIM Iltall111011 MIILiJl. 4_ ftX. 1r1 +h"LIVtilMwir):y110.11C 7MCIO24PPF 7MC70 4 78311 7MC7013 78XIFPSMS Q 1 /i:LhIiiANIV ,193.4 ll itAYIS+ MI:_•1114 t, "a ;111111■ 7MC7030 7MC7031 7832X38PPMSA 7MC7022 *Alai tA Q i /,>C.fL+i+d F1:1JlI,l,€ kriL �i+ i11 1Xy1(?!l >II. IlErECM 7 �e L"fl -• 5/16" 5/16" 7/16" 7/16" 13/16" 1224 7006 7040 71634K 67036 67042 671247 67006 47040 W/B TRUTH /19298. #10-24 X .562 PH. TYPE F 1_ 1 • ' • �r2 , , [. 'dJ LOCK &L.H X.500 PH.PN.SMS TRUTH #31841. TIE BAR GUIDE 88 X 1.O9 FH. PIL SMS u #11901..2 4'.T1EB_. J » :LY 8318K2, OPERATOR ,SKET TRUTH #21641. HACKING PLATE 88-32 X .375 PH. PN. TYPE B TRUTH 811454. SNAP -ON HANDLE i , 61 577 I k2' sr . 'L, CK .29.+ BIN tE•20" 10 X .500 PH. PHL LAMINATED GLASS (1/8" ANN. & 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LT ES OF 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (316° ANN. & 3/16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PYB1 LAMINATED GLASS (2 LITES OF 3/16° HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LG. GLASS (1/8" HS GLASS & 5/16" LA/VII W/3/8" AIR SPACE) 5/16" LAMINATED GLASS (2 LITES 1/8" HS GLASS WTTH AN r. 1 1 l�S *FSOL 0•. ° . ! PVB SETTING ; LOCK 5/32" X 7/16" X 1" LG. GLAZING BEAD (1/4, 516 LAM.) GL.AZESO BEAD (12" LG.. 7/16 LAM.) t ,_29 i -�� !6" G fE�iLZT7i7Ei ke;i!x'ianitO ' { 10 T r• W 1 1 1 i II 1 A 1 . r Zz' rt .Sri;' . ET��>♦ ©LKFcJ�`.- 1.ilJlLiil' a yam S63..t.:Li_Lt�:`I x a ITEM DWG # PGT. 6 2 7002 67002A $ 1155 78190A 6 7008 7MC7008 7 7048 77048K 7++3 1+!C PARTS LIST & EXTRUSIONS ALUM. PROJECTED WINDOW, IMPACT Wad* Mt FK 8/1813 Rower Roma Op P1L ao. brae FF €N'2411D • • •• • ••• • • • • • • • • Amebae • • • • • • A NO CHANGE TIPAIN it • Apo raw TOnt?I44,rsf4 EANDAlINVim . • REMOVE FIXED fin PARTS FROM &0.6t ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • • • • • • • • • ew 18H805 Dale Ftwdllers arsaasr. n� • • . . . • • • • • • • e ••• • • • • • • • • • • 8 • • •• •• 870 DRIVE • F134273 P.O. 8QNWszo ?Man FL3m4 .050" Viably Better .706" - .865" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .093" °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 .040" 1r 1.000" DWG# 7004A 1 .125" " .423" ASEMENT SCREEN FRAME MAIL: 6063-T6 DWG# 7008 .172" .870" 870" _ II .050" T __..I h-- .588" 13/18° GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 ' i ' 1.376" 1I� .095" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .523" —`1 1-- .050" 885 " 7/16" GLAZING BEAD MAT'L: 6063 -76 DWG# 7042 1IlCT . "is3o as scarly:.4 vit6 fax [Rankin E:e•. 'ae. fir LueseA Turner. P.E. PE458201 9 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM j-�-- SEE NOTE 2 I I 11/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 1/4" MAX. SHIM SEE NOTE 1 . 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --1 r _ SEE NOTE 4 SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. t ./W 18 J 1 1/4"t_ MIN. OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHOR.gS. MIIJIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN home-bADEtcdout 412 EWS, 1/4° ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. •. • s • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS OW TirIIS:P i AS ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT T€INSWLED CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, teT•R6•Ql11RED FOe 11Mj1LLATIOrISSIDE MIAMI -DADE COUNTY. • • • • Somworrn P.O.BOX151B l n 5274 er FJC awes FJC �� Owner FJC Cale aWIE103 a,e 10/1•05 Oello OMAN BAK 07/24/03 Amman A • • • rw CHANGE nor • • • • • . REV>SE ANCHO,dve NIT& • • • ... • • REMOVED ALL IF ANCHDRAGEOETALS he" Pc ,T V Ls•!L Beater ANCHORAGE DETAILS ALUM. PROJECTED WINDOW, IMPACT a.sanmt 04.740 1 NTS 1 11 laser 70527 1 LimaA. Turner. P.E. PE 801 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 SCOPE: Impact FD (ETI) MIAMI -DADE COUNTY, FLORIDA • .METRO-DADE FLAGLER BUILDING 14i1WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or log$ cite State anti' • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • 'I' • RENEWAL of this NOA shall be considered after a renewal application has been filed and1 has been no • • • change in the applicable building code negatively affecting the performance of this product. • • •. •••••• • • TERMINATION of this NOA will occur after the expiration date or if there has been a revM55 or char t1 the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • • product, for sales, advertising or any other purposes shall automatically terminate this NO4..F.Eiue 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, F9oricia, followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is tifspMyed, the i it • 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 renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09 -0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 • • • • • • • • Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08-0507.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04-01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Viqar, P.E. B. TESTS (transferred from file # 08-0507.10) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09 /2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and last revised on 06 -02 -09, signed and sealed by Arshad Viqar, P.E. 2. Complies with ASTM E1300 -02 & -04 • • • • • • • D. QUALITY ASSURANCE • • • • 1. Miami Dade Building Code Compliance Office • (BCCO). • • • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentrZIPlus ",'o iru'ig on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" fer VD But8Cite PVB" dated 02/15/01, expiring on 12/11/10. • • • '. • F. STATEMENTS • • 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and seate ay Arshad Viqar, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. E -1 k stvi, I. wit A. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 09 -0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 • • ' 1 1 I ■ I i I .18 1140111H 1V31 ri ---- IS 1 -- — , ■ NI II r. 11 il 61' El N. i I ...- s, , s.. , .. 11 11 11 11 11 - .1 N-\ I. _-=- .8/ S6 . 0.10 1'0 i II L —_ J Y O, W n DOOR HINGES SEE SHEET 2 FOR OUANTRIES & CAPACITY r MAX. EAO /ALL CORNERS 2 g J 0 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDEUTES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. HEAD/SILL 42' FRAME WIDTH 13' MAX __4 / I/ / \ 31 3/4' D.L. OPG. 39 1/8' LEAF WIDTH n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH Tlic REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITI01l IVCLUQIA S • • • • • • • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO •TANSft} • • LOADS TO THE STRUCTURE. • • ••• • • • • • • • ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN 04 THESE DETAILS ARE NOT PART OF THIS APPROVAL • • • • • • • • • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS G4TO•W000•ONLY. • • • • • • MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, TH+T C0M5 i*TO • • • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 4FIEQUIRBMENTS • • • • • • • • OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. SURFACE APPLIED FALSE MUNTINS MAY BE USED (2) ADDL. ANCHORS AT 3' 0.0. AT MTG. STILE ENDS RED. FOR WOOD OR WO01) BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY S EE SEPARATE NOA F OR SIDEUTE RATING AND DETAILS MIAW -DADE COUNTY APPROVED MUUJON SEE SEPARATE NOA TYPICAL ELEVATIONS i t THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.' SHUTTERS ARE NOT REQUIRED. 75 3/4' Env ARSH{D Y(O.IW CA9. FL*. PE 1 38883 C.A.N. 3538 PRODUCT RIMMED as emp with o.RaAd. Been AceeptaneeNe /Snip 'Pf POW= Date y s a mI I 0, O i drawing no. W04 -01 (sheet 1 of 5 • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • 1768 i PART I BM. DESCRIPTION MATERIAL MANF. /SUPPLER /REMABSS 1 EROOC AS RECD. DOOR FRAME 8083 -78 - 2 ER012 AS RE00. DOOR LEAF 8063 -76 - 3 VE1966 1/ LEAF DOOR BASE BOARD 6083 -76 - 4 12-1483 1/ 0008 FRAME SILL 6083 -76 - 5 - 1/ 0006 SILL BASE 6083 -78 - 6 12 -1481 AS REOD. ASTRAGAL ST0.E 8083 -78 - 7 v2 -1535 4/ LEAF GLAZING BEAD 6063 -76 - 8 AS REDD. GLAZING GASKET VINYL - WM 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO `aill 00600X 4/ LEAF HINGES ALUMINUM OE55E ® 110 5 3/6 HINGE INSTALLATION SCREWS - PH MACWNE SCREWS IIIMMIIICINI - AS RECO. BULB WYSTRIPPING - - As REDD. ASSEMBLY SCREWS - HH SELF DRILu G 15 112 X 1 -1/4 - FRAME ASSEMBLY SCREWS - 5115 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE "A" WIDTH HEIGHT EXT. ( +) NT. ( -) 2/6 75.0 85.0 3/0 6/8 75.0 85.0 3/6 7/0 75.0 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 85.0 2/6 ABOVE ARE FOR 75.0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE S REOUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE IF 8I1)714 HEIGHT EXT. ( +) INT. ( -) 2/8 100.0 140.0 3/0 8/8 100.0 140.0 3/3 7/0 100.0 140.0 2/8 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 ABOVE ARE FOR 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER NFLTRATIOY RESISTANCE IS REOUIRED. DESIGN LOAD CAPACITY - PSF DOODLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR '8' WIDTH HEIGHT EXT. ( +) INT. ( -) 5/0 75.0 75.0 8/4 6/8 75.0 75.0 5/0 7/0 75.0 75.0 6/4 75.0 75.0 5/0 8/1 75.0 79.0 6/4 75.0 75.0 LOAM 5110911 ABOVE ARE FOR INSTALLATIONS RESISTANCE WHERE WATER INFILTRATON IS NOT REOURED. LIMIT 0(155OR(4) LOADS 10 48 PSF F05 INSTAIIATIDNS WHERE WATER LNFRTRATOH RESISTANCE 5 85001550. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT AMC LOCK STILE 38" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X I /4' X 18 -1/4" LONG ATTACHED WITH (2) /8 X 3/4" 5115 HINGES SINGLE DOORS. TWO - HANOm COM8 1411G EXTRUDED ALUMINUM BRIDGE 2 BY 'LIES$' (5) PER LEAF AT 6 ". 12 ". 35'. 63 -1/2" AN0 92 -1/2" FROM TOP OF DOOR LOCKS SINGLE D OORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP ANO BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) 110 X 1 -1/2" ISMS. 3 POINT LOCK SYSTEM AT ACTIVE 1.004 STILE 38" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB 'TURN ON 1NTERTOR. STRIKE PLATE 1 -1/4" X 1/4' X 18 -1/4" LONG ATTACHED WITH (2) /8 X 3/4" SM5 HINGES SINGLH 11S00REP • • • TWO - HANDED COW HIND • • • • • EXTRUDED ALUMINUM` BRIO :E4R 8Y GIESSE' • (7) PER LEAF AT 'AD 4I*0I ]Y• DOO*• AT 3 ". 9' AND 26 -3/8" FROM TOP ANO BOTTOM. ONE AT MIDSPM (6) PER LEAF AT 6/8 DOORS AT 3 ". 9' AND 28-3/8 •FROM • • • TOP AND BOTTOM • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • NOT81 TOP ANU80160M RUSH BOLIV14ST 81.• ENGAGED DURING PERIODS OF HURRICANE WARNING. ••• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • ••• ,LOCKS DOUBLE DOORS; ACTIVE I EAF; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) /8 X 1 -1/2' SINS. 3 PORT LOCK SYSTEM AT ACTIVE LOCK STILE 38" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND 714UM8 TURN ON INTERIOR. WA �T.ME LEAS • M►NUALL TED CONCEALED FLUSH BOLTS AT 7Tp0�� OF INACTIVE LEAF PART 102188 •ATE WITH (4) /B X 1 -1/2" 51AS. HINGES 'DOUBLE DOORS; • TWO-HANDED COMB HMG EXTRUDED ALUMINUM EROGE 2 HY '01E55E" (5) PER LEAF AT 8 3!'. 63 -1/2" AND 92 -1 / F M .OP • OF DOOR • • • • • • • • • • • • • • •• • • • • PR96UCrR�YIi GLAZING OPTIONS W1th06liW16 $!wb -03/0 Efwbidan PM L _ 1 . _4 _ �OTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS - DEC -219 Env: ARSNAO W c A .N N. 3538 L' JUN 0 22009 D 40 B SS aka J [drawing no.] (sheet 2of 5 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHOFTS SEE ELEV. FOR SPACING V ACCESS HOLES WITH PLUGS ONLY IS X 1/2' SMS 3" FROM ENDS AND 10" 0.C. MAX. ' FFOR SEPARATE NOA iE= =tea RATING AND AILS ii r)1 2 I I 0 II L JI61?� Ji I, -m ft I V it II I II I I1 0 ii (4) 1 911§ AT 2 0..•MAX• • • AT CE*ER F U. • • • • REOD. AT • • • • • • • • • 00UEILP ) AM •• • • • •• • • • • • • • •• • • • • • • • 8 • • • • • • • • • • • • • • " • • • • • • • • • • • sal • •• • • • • • • :A• • ••• • ••• • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1CY 8000 BUCK, I■� A MIAMI -DADE COUNTY lII APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH 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 'FLCO' (FU• 177 K51. Fy.155 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS .... /lll� ],/4" DIA. TEKS /DRIL - FLEX SELF DRILLING SCREWS (GRADE 5 CRS) SEE ELEV. FOR SPACING gd lYM g ( INTO MIAMI-DADE COUNTY APPROVED MULLIONS .a9- a sto r�f � W aetol�rty INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) M ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ovum TYPICAL EDGE FRSTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN, INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f c - 3000 PSI MIN. C -90 HOLLOW /FREED BLOCK rm . 2000 P51 MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. ASISPO L HOAR CPA FLO. PE Q 38883 CAN. 3538 JUN 0 2009 0 v m C g J I • [ 1* d rawing nil I W04 -01 j (sheet 3of 5 ) • •• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SEPARATE NOA FOR SIDELRE RATING AND DETAILS NTANI -DAIS COUNTY APPROVED MULLION SEE SEPARATE NOA SINGLE 00$ EXTERIOR O.L OPG. •• ••• • • • • • •• • 4 woos • • e • • • • • •••••••••• • ••• • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • •••••••••• • • ••• • ••• • O FRAME WIDTH DOUBLE DOOR PRODUCT RENEWED d• 'geoids We bs I As rte N• 09- 03,D.oj Esgislk• osro.7o„ncto tOW Wend ou ; 1 MAX- DbIIXo SHIM EnoT MONO EML mvAp FLA. PE O]88e] CAN. M V iUN ro22009 WES fY00D &1Cis TYPICAL ANCHORS SEE ELEV. v FOR SPACING C aP o Sffi • d off= i o6 5 2 < r 1 ' . - I P o �l ii iLLt i Crowing no. W04-01 (sheet 4of r) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.815 3.937 2.047 - DOOR LEAF 3.177 L I.- 1.638 -.I DOOR BASE BOARD O FRAME SILL 2.921 2.819 3.937 SILL BASE 1.784 483 • • • • • • • • • • • • .144 - • _ • X • ••• • • • • • • • • • • 0 • • ASTRAGAL ST • • • • 1.000 • • • • • .M8 • • • 1 .201 - ••• • GLAZING BEAD ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 1.908 • • • e • • • • • • s • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • LEAF CORNERS F TDP CORNER FRAME BOTTOM CORNER Engr: AF571/0 viSAR cos. G A�11. 3538 JUN (s 2 2009 •6 1'•,dyq `''9l of z m Nj 0 d V O 11 - b 4 a ivd3 § V m M z v, w H � W r ifswiniTh o. ) W04 -01 (sheet 5 of 5 Inspection Number: INSP - 147890 Permit Number: WS -7 -10 -1222 Scheduled Inspection Date: August 05, 2010 Inspector: Bruhn, Norman Owner: JORGE, MARIA Job Address: 42 NE 94 Street Project: <NONE> Failed Correction Needed Re- Inspection Fee August 04, 2010 Miami Shores, FL 33138- Contractor: EAST COAST WINDOWS & DOORS. INC Building Department Comments Passed / No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130330 Phone: (954)581 -2113 RETROFIT 14 WINDOWS AND 3 DOORS WITH IMPACT Page 8 of 21