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WS-10-1454Protect Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 284 NE 102 Street Miami Shores, FL 33138- 1132060134710 Block: Lot: VLADIMIR AND JANET VUKOVIC VLADIMIR AND JANET VUKOVIC 284 NE 102 Street MIAMI FL 33138 -2427 1 Contractor(s) FLORIDA HOME IMPROVEMENT (954)792 -4415 Phone Cell Phone Type of Work: DOORS No of Openings: 1 Additional Info: IMPACT Classification: Residential Scanning: 2 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $110.00 $6.00 $4.00 $124.00 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 -8 -10 -38675 08/20/2010 Check #: 5420 $ 74.00 $ 50.00 08/12/2010 Check #: 5419 $ 50.00 $ 0.00 Date Applicant Cell Available Inspections: Inspection Type: August 20, 2010 August 20, 2010 1 Inspection Number: INSP - 151027 Scheduled Inspection Date: September 09, 2010 Inspector: Bruhn, Norman Owner: VUKOVIC, VLADIMIR AND JANET Job Address: 284 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 1 IMPACT DOORS Passed ` / 9 4 Failed Correction Needed Re- Inspection Fee September 08, 2010 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 c___. For Inspections please call: (305)762 -4949 Permit Number: WS -8 -10 -1454 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060134710 Phone: (954)792 -4415 Page 27 of 31 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): City Miami Shores Village Is Building Historically Designated YES NO $ Value of Work For this Permit v '=' Type of Work: ❑Addition ❑Alteration Describe Work: Tiq Miami Shores Village Building Department Eout Vet e via) (sson Owner's Name (Fee Simple Titleholder) Owner's Address otI E IOl, City r3 State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) fi E 102 S County Mi . - Dade .novel. 4Phone # qsk- 00I24d1 LS Contractor's Company Name Contractor's Address 4t510 City Qualifier 3® Zre,_ Architect/Engineer's Name (if applicable) t.41 h 1.:‘) N IJ tratp i-Ret_cw r Submittal Fee $ Permit Fee $ /70 e Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $1 (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.W0 Master Permit No. Electrical Plumbing Mechanical Roofing - R51- oral 9 Phone # 3o5-- Phone # q S "d S q O Le. --Le. D Square Footage Of Work: /0 ❑New ERepair/Replace ❑ Demolition CCF $ Zip S Technology Fee $ Bond $ Structural Plan Review. $ AUG OZRW 1 2 MO BI : .................. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the wor 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. Owner or Agent The foregoing instrument was acknowledged before me this L day of ,20 . 10, by e Lo (coon , who is personally known to me or ho has produced As identifi on and who did take an oath. * * ** • 0 NOTARY PUBLIC: Sign: Print: My Commission Expires: ** * ***** ***** **** ** ** * * **** ** * *** State Certificate or Registration No APPLICATION APPROVED BY Chc 10/14/03 Signature Contractor The foregoing instrument was acknowledged before me thisli day of ,AL.)1 20 IQ, by ( th Tat . (b.) Ralf t , h., personally known to me or who has produced as identificati d who did take an Print: My Commission E * * * * * * * * * * * * * * * * * * * * * * * * ** cate of Competency Holder) Zip Zip * * * * * * * * * ** Certificate of Competency No. Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. '? "` " ( y S 1 TAX FOUO NO.11. 320C4 - O (3 • 41-/IrPOF 1 HEREBY C uriginai fib in STATE OF FLORIDA.. COUNTY OF MIAMI -DADE: WITNESS my THE UNDERSIGNED hereby gives notice that improvements will be made to CbirtlifEteHU property, and in accordance with Chapter 713, Florida Statutes, the following igfFirmation is provided in this Notice of Commencement. 1. L- gal description of prEerty By n(; LJ 1 dividuall or la as 173.01 -52 PAGE 11/07 t/address: 9. Expiration date of this Notice of Commencement: of • -..) r Owner(s)' Officer /Director/Partner /Manager By Print Name ce Title/Office WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION 0 IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STA IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE R FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR OR RECORDING YOUR NOTICE OF COMMENCEMENT. Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the fads stated in it are true, to the best of my knowledge and belief. Signatures) of Owner(s) or Owner(s)'s Auth lil • Officer/Director/Partner/Manager who signed By the expiration date Is 1 year 111111111111111111111111111111111111111111111 CFN 201080556168 OR 8k 27350 Ps 0381; Ups) RECORDED 08117/2010 11:15.39 HARVEY RUVIt4 CLERK OF COURT NIAIII -DARE COUNTY FLORIDA LAST PAGE ORIDA, COUNTY OF DADE TIFY that this is a y copy of the ce on - l day of , D20 /0 n and Ofilciaf Seal. N, CLEF Ciro it �nd Coil* Cowls D.C. Space above reserved for use of recording office ls)• -eS � i: , . L T 3 1. Z owv •5 2. Description of Improvement; cr { 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number Honda Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other docu nts may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of th Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. date of recording unless a different date Is specified) E NOTICE OF COMMENCEMENT ARE CONSIDERED S, AND CAN RESULT IN YOUR PAYING T1MCE FOR RDED AND POSTED ON THE JOB SITE BEFORE THE DER OR AN ATTORNEY BEFORE COMMENCING WORK 4070 SW aunt Ave FbNy�a,d FL -3312 STATE OF FLORIDA COUNTY OF MIAMI -DADE '' The foregoing in me was acknowledged before me this day of � 11) for ■ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BURNETT, WAYNE THOMAS FLORIDA HOME- IMPROVEMENT ASSOCIATES INC 2350 SW INDIGO LANE PORT SAINT LUCIE FL 34953 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 learn 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 de. p dins o Expiration . date, :- AUG.- -3 BATCH NUMBER (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. INSR LTR ADD'L INSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYI POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A INSURER A: Mid- Continent Casualty GENERAL LABILITY COMMERCIAL GENERAL LIABILITY 04GL000793259 06/15/10 02/28 /11 EACH OCCURRENCE $1,000,000 $100,000 X PRISEs RENTED nce) CLAIMS MADE X OCCUR MED EXP (My one person) $EXCLUDED X PD Ded:5,000 PERSONAL & ADV INJURY $1,000,000 $2,000,000 GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER POLICY n j n LOC PRODUCTS - COMP /OP AGG $2,000,000 7 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 04GL000793259 06/15/10 02/28/11 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 083038937 02/28/10 02/28/11 X I TORY IM R I I R E.L. EACH ACCIDENT $500,000 E.L. DISEASE - EA EMPLOYEE $500,000 E.L DISEASE - POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORDM CERTIFICATE OF LIABILITY INSURANCE 6/10/2010 "0 PRODUCER chard T. Thorogood ateman, Gordon & Sands, Inc. P.O. Box 1270 Pompano Beach, FL 33061 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 NAIC # INSURED Florida Home - Improvement Associates,Inc 4070 SW 30th Avenue Hollywood, FL 33312 INSURER A: Mid- Continent Casualty INSURER B: Bridgefield Employers Ins. Co. INSURER C: INSURER D: INSURER E: COVERAGES CERTIFICATE HOLDER ACORD 25 (2001/08) 1 of 2 Client#: 59351 #S307805/M307657 CANCELLATION City of Miami Shores 10050 NE 2 Avenue Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES 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 OBUGATION OR UABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE f, -� ELC © ACORD CORPORATION 1988 Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 2,937 Lot Size: 11,767.95 SQ FT Year Built: 1935 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 BLK 35 LOT SIZE 102.330 X 115 COC 26518 -0994 08 2008 1 OR 26518 -0994 0808 00 Year: 2009 2008 Taxing Authority: Applied Exemption / Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$517,929 $50 000/ $283,947 County: $0/$517 $50 000/ $283,947 City: $0/$517,929 $ ,000/ $2288 3,,9494 7 School Board: $0/$517,929 $25 000/ $308,947 Sale Date: 8/2008 Sale Amount: $752,500 Sale O/R: 26518-0994 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 3206 -013 -4710 Property: 284 NE 102 ST Mailing Address: EDITH TYLER EMERSON 284 NE 102 ST MIAMI SHORES FL 33138- Year: 2009 2008 Land Value: $200,714 $380,392 Building Value: $317,215 $383,001 Market Value: $517,929 $763,393 Assessed Value: $517,929 $333,947 Year: 2009 2008 Homestead: $0 $25,000 2nd Homestead: NO YES Property Information Map iamidad . ov Property Information Map My Home Miami -Dade County, Florida Aerial Photography - 2009 0 111 ft This map was created on 7/28/2010 9:06:59 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Proaertv Information: Assessment Information: Exemption Information: Taxable Value Information: Page 1 of 1 Sale Information: http: / /gisims2.miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 7/28/2010 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35: 0 -15 -50.4 0.4 +46.5 9.2 98.3 +45.2 4 +44.4 -47.6 +43.7 -17.1 +43.1 -46.6 +42.7 -46.2 +42,3 -45.9 +41.9 -45.5 +41.6 18 ft \ • +47.1 -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 - 47.3, +43.3 -48.8 +42.9 -46.5 +42.5 -46.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft 53'5 +49.4 -52.2 +48.1 -51.3 +47.1 - 50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +46.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.8 -51.5 +47.1 -51.0 +46.7 - 50.6 +48.3 -50.3 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 - 52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 - 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 - 57.7 +53.1 58.7 +52.0 -55.9 5.9 +51.3 - 554.7 -55.2 +50,6 5 +50.1 -54.2 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -58.8 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -80.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 56.1 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +62.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 ft -62.6 +57.7 -61.1 +582 -60.0 +55.1 98.5 -59.2 +54.3 5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -58.6 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 +58.8 -62.3 +573 -61.2 +562 -60.3 +55.3 -59.6 +54.6 - 59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 ; +527 48 ft -64.4 +59.4 - 62.8 +57.8 - 61.7 +56.7 - 60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.8 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 - 83.9 +58.8 -82.8 +57.6 -61.9 +58.8 -61.2 +58.1 -80.6 +55.4 -80.0 +54.9 -59.6 +54.5 -59 -59.2 +54.0 54 ft -86.0 +60.8 - 64.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -88.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 52.1 +56.9 - 81.5 +56.3 -61.0 +55.8 -80.5 +55.3 -60.1 +54.9 60 ft -67.5 +822 -65.8 +60.6 -64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 - 82.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 '59.8 - 58.0 +45.2 +44.4 -58.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 -60.6 - 58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +422 18 ft -64.6 +48.3 -62.1 -60.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -602 +48.4 -59.0 +45.8 - 58.1 +453 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft - 67.4 +50.4 - 64.8 - 62.9 +49.0 +48.1 - 61.4 +47.4 -60.2 +46.8 -592 +46.3 -58.4 +45.8 - 57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 52.6 +48.2 -61.4 +47,6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 - 67.1 - 65.1 +50.8 +49.8 -63.6 +49.1 - 82.4 +48.4 -81.4 +47.9 50.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 -662 +51.6 +50.6 -64.6 +49.5 -63.4 +49.2 -62.3 +48,7 -6t4 +48.2 -60.8 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 - 85.6 +50.6 -64.3 +49.9 - 832 +49.4 -62.3 +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 -70.1 58.1 +53.1 +52.0 - 68.5 +51.3 -65.2 +50.6 -64.1 +50.1 -63.1 +49.6 -82.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 58.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50,2 -83.1 +49.8 -62.4' +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9. +53.1 -67.6 +52.5 - 66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 -72.1 +56.2 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -86.9 +52.5 -66.0 +52.1 -65.2 -65 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 - 88.5 +53.5 - 87.5 +53.0 -68.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +56.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.8 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -72.2 +58.1 -71.0 +55.4 -89.9 +54.9 -69.0 +54.5 -68 -68.2 +54.0 54 ft -81.5 +80.8 -78.3 -76.0 +59.2 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -0918 : +54.9 •48• +515 56 ft -82.1 +61.3 -78.9 -78.8 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 iY0.1 .+0.3 49.3 fl9 -70.3 +55.7 60 ft -83.3 +62.2 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 03/02/2009 - 5:01 pm 600 INTERIOR ZONE 4 PRESSURES 1 m z m En C I-L 1 r - o F: \03 Elements \10 Loading \11 Calculators ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 80).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA Bi1L ®INN CEQ6. ASCE7 -05, MRH = -BO FT • • DESIGN LOADS FOR COMPONENTS &CIMDIjVG r3 & 77-■ : , • • • • - - i p • • WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE 1H6 TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THE5 NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTO :Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR L PPRf55UR ()EFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ ONE 5 ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHE TO CT CTION SYSTEM ORDINANCES. 6. NO Q IS REA RI QR THE INTEGTY OF THE HOST STRUCTURE. EX 7. EX AS PRES LPRPRO�VIDE4 li EIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRM WREN NBEB- a= 10% p. LEAST- +)DRREONFA6- Mh}ENSIj R 40% OF MRH, WHICH E S R 136IT NOT. LESS 1 N 4% OF LEAST HORIZONTAL DIMENSION O 3 i/ USE ZONE 5 IF ;, IN QUESTION. CONSULT AN ENGINEER R A MO E SPECIFIC I P' ATION IF REQUIRED. • WALL ZONE FIGURES ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354-0660 FAX: (954) 354 -0443 • • • • WWW.ENGEXP.COM • • • • • CERT OF AUTH #8886 • • PEAK ROOF HEIGHT fl fl i i I NA 1 1 NM • r"allil ..P II var imumvi .lI;�;lll�a■.�Irms..... ■• ; ;i i .a'rr ■ a.....�..►:21..... . IN .. ki1....... .1M�•_�...........E■ Ei. ■� 11 .111 11111111 MUM >•/.... .....1s•111.IMIIIM...killrE! �. .. f� !l!`. .�nI�IG!l.l• ./...:i0...l��w��.. IM.. . . 11�[ ..NZJ�VI.......1�......WMPIR �� . ! 1........1..... INIM..UTIMI�i_ AI <<<■1�.......>•. ..1Mbilm litiai.�saw�.■�r��� • 1 1 1 I i I -t--- - 1 I I J I 1 I I I • 11111 1 ( I 1 ...N..!!!lr 1oo�rma.omIllm m ei �\ ®IO.om.!Am� almmomiomis1..�1�R�lD!►ml�l�m. 49moti miummi m......\timmaimmamPla. 1 Namur I 1 11010111011 11111111111111 I 1 _�. ..■ . m...... - .:��w_.ua.�....�i .. _�_... I 1 1 I I I l l 1 1 1 1 1 �1 a OMP .aNI...Iiii.u........INNI... 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MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST 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 AIHJ nay imntecD ge4ly revoke, modify, or suspend the use of such product or material within their jurisdiction. BO1.A'rderves tlag rj,ght to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division t of •this pfo 1;14 br 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} .ding tools: • including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door -LMI •• •• •• • • • • • • • • .• APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance poor": sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, si ai!d sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Renewal stainp•wit}i the No ce 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 logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 • • • •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 "Ainminum 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. 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., 'tgs No(s). IIETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed b}bCandido Fodti j'. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 '. •' • .. • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20 • • • • •' • • • 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 L`Y g per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane EngineeringTgstiag Inc., Test Report • • No(s). HET! 03 - 1882, 08 - 1889, 08 - 18890 and 08 - 2024, dated 01/15/04 thru 02/09/2004, all signed ald 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, td 0'1/29/0.4; testid 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 El 300 -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 "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite 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 sealed by Arshad Vigar, 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 st\'t 1 {..LN K a Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09 -0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 ' I I 1 I 1 /E>r���. =IN 1110.1111111070 .L6 1HOI3H .AV31 / I✓ / / ACfIVE / LEAF __ -- ,, \ rr N. = 4 -. - - -- \ ii Ni \ O II \ . ( j + i I \ tie � \ IN- A - y�IIVE \ LEAF \ __ _ _..C__ I I it / - -- - i1 / IV / II / II XVN .Ll 1 I 1 L 1e 1 1 .8 /s 56 '0d0 70 -�i,11 I�111I i��k1 I. SEE SEARATE NOA I • FOR TF { RATING '11 D DETAILS 0 Ir 'V DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 5" MAX. HEAD /SILL CORNERS 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 SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 42" FRAME WIDTH 13" MAX. HEAD /SILL D.L. OPG. 39 1/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED (2) ADDL. ANCHORS AT 3" 0.C. AT MTG. STILE ENDS REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SHUTTERS ARE NOT REQUIRED. E SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS c MIAMI -OADE COUNTY APPROVED MULLION 8 SEE SEPARATE NOA __,- —— TYPICAL ELEVATIONS 29" 0.1. OPG. 36 3/9" LEAF WIDTH •• ••• • • • • • •• • • • • • •• • �,^'••• • .•• �• THESE DOORS ARE %T F0�( i tAt SIt It♦AC♦.1 • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• ••• • • • •• •• 75 3/4" FRAME WIDTH 29" O.L. OPG. 36 3/8" LEAF WIDTH E ngr. AR51450 VIOUt OM1. FLA. PE if 38663 CAN. 3538 • ••• • •• ••• • • • • • • • • • • • • • • • • • • • •• • • • •• • • i • '� 22009 • • • • • • • 1 • • • 5" MAX. HEAD /SILL CORNERS Divtalon PRODUCT RENEWED as complying Ma the Florida Ateeptenee Noe f- AV," Or Elgdesdon Dee. "s u,U - to .01i 1,14 de eodoM Me J 0 c U 5 2 v g 0 n u v a r G ca 8 8 C o D II s drawing no. W04 -01 (sheet 1 of 5 ) ITEM # PART 8 RE010. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ER006 AS REQD. DOOR FRAME 6063 -76 - 2 ER012 AS REOD. DOOR LEAF 6063 -06 - 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063 -16 - 4 VZ -1483 1/ 000R FRAME SILL. 6063 -06 - 5 - I/ DOOR SILL BASE 8063 -16 - 6 VZ -1461 A5 RE00. ASTRAGAL STILE 6063 -18 - 7 VZ -1535 4/ LEAF GLAZING BEAD 6063 -16 - 6 2801 AS REOD. GLAZING GASKET VINYL - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 006006 4/ LEAF HINGES ALUMINUM OIESSE 12 9 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS RE00. BULB W'STRIPPING - - 14 910 x 2" AS REOD. ASSEMBLY SCREWS - HH SELF DRILLING 15 912 X 1 -1 /4 - FRAME ASSEMBLY SCREWS - SMS DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE '8' WIDTH HEIGHT EXT. (4) INT. ( -) 2/6 100.0 140.0 3/0 6/6 100.0 140.0 3/3 7/0 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 100.0. 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. ( -) 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 INSTALLATIONS WHERE WATER INFILTRATION 75.0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS 41H066 WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 75.0 75. _540 _� 6/8 73.0 � -').� /v 7/0 '71=====937 � 6/4 75.0 75.0 5/0 8/1 75.0 75.0 8/4 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE S NOT REQUIRED. UNIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED. ■ LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4* X 16 -1/4" LONG ATTACHED WITH (2) 98 X 3/4" SMS HINGES SINGLE DOORS; TWO - HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'CIESSE' (5) PER LEAF AT 6 ", 12 ", 35 ", 63 -1/2" AND 92 -1/2" FROM TOP OF DOOR LOCKS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED WITH (4) 910 X 1 -1/2" SMS. 3 P01NT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4" X 16 -1/4" LONG ATTACHED WITH (2) 9 X 3/4" SMS BINGES SINGLE DOORS; TWO- HANDED COMB MK EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3 ", 9" AND 26 -3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3 ", 9" AND 26 -3/8" FROM TOP AND BOTTOM NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. LOCKS DOUBLE DOORS; ACTNF IFAF; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED WITH (4) 98 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE IFAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 902188 ATTACHED WITH (4) 98 X 1 -1/2" 5M5. HINGES DOUBLE DOORS.; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'CIESSE' (5) PER LEAF AT 6 ", 12 ", 35 ", 63 -1/2" AND 92 -1/2" FROM TOP OF DOOR • • • •• • ••• • • • • • • • • • • • ••• • 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE 668 BY 'DUPONT' 3/16" HEAT STREN'0 GLASS SILICONE GE SCS 2800 SILGLAZE II 3/18" HEAT STREN'D GLASS .100" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE EA' LASS TYPE 'B' GLAZING OPTIONS SILICONE GE SCS 2800 SILGLAZE II PRODUCT RENEWED of Aecephaee t't - 03/0.0 EXpllafiaa Ditto 01,N•fd, v / $ 1 Division uMEtonTv TE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • • • •DE@LARATIRY STATEMENT DCA05- DEC -219 • • • • • •• •• • • • •• • ••• ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Engr. AR5HA0 WOW CIVIL FLA. PE 9 .18863 CAN. 3538 • F , � 1 V W 0 2 2U09 J 8 0 CD N 01 a O O • a .. 0 2 0 8 8 0 9. a (drawing no. 1W04-01 (sheet 2 of 5 ) ° a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ACCESS HOLES WITH PLUGS 8S X 1/2" SMS 3" FROM ENDS AND 10' 0.C. MAX. (4) 812 X 1" SMS AT 2" O.C. MAX. AT CENTER OF SILL READ. AT DOUBLE (XX) DOORS ONLY g TYPICAL ANCHORS SEE ELEVATIONS 1 FOR SPACING W000 BUCK'', I I SEE S EPARAT E NOA II . 0; FOR TRANSO}A k. RATING AND jDETAILS IF - as - -2S I �se__a2 -�y= 1 ill a l 1 a 1 1 1 a 1 a L i O I it G I - \ MIAMI -DADE COUNTY `APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING I)ti•sl� "T��rl�;l TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODDCS tall flstfDO•l6eits • ••• ••• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• s• • • • •• •• ••• • • • •s• • • 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 B Y ELC (F4. 177 451. Fy. 155 KSI) zo .�00 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD 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 1/4 DIA TEKS /DRII -FLFX SELF DRII I INC SCREWS (GRADE 5 CRS) ATio����dtl INTO MIAMI -DADE COUNTY APPROVED MULLIONS � It INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND, MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4 MIN. CONCRETE Fe a 3000 PS1 MIN. C -90 HOLLOW /FILLED BLOCK I'm = 2000 P51 MIN. SEALANTS; • • • ••• • • • AL F1�1ME !!I!D LEAF CORNERS AND JOINTS SEALED WITH • • • • • •AD EL 50729 SEALANTS. • • • • • • Er r: nRSHAD NDAR •• ••• •• • • • •• ••• • • • • • • • • • • • • • •• • • • • • FLA. P5 38883 CAN. 3538 • 40\, 7009 • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE z 0_ r z et H W 0. 0 o ta 0 o aQa0 o v °ToroB 0 ativiiwg w O c N 4 , 0 a u •0 a 8 o 3 S �cm drowing no. W04 -01 rsileet 3 o 53 0 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM • MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA Tr SEE SEPARATE NOA 1 4 FOR SIDELRE RATING AND DETAILS ii !h •[ 1 qtag, 4 I e4I —1,=,40L- 1 ____ 4.4d —J ACTIVE LEAF SINGLE DOOR (2) #8 X 3/4' , D 1/4" MAX. SHIM SPACE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING J•j ••• • • FRAME W : TH • - • • • • • • • DOUBLE D • DOOR • • •• ••• •• • • • •• • ••• • • • • • • • • • • .• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • at ••• • • PRODUCT RENEWED ae eompolugwih the Florida Mang Code AcaptaaeeNu j Etptcatlast IbiM TuNHr ?rodaetCermet'• 1/4" MAX. X40 SHIM IN ACTIVE LEAF •• ••• ••• • • • • • • • • • • • • • • • • • • • •KIN 0 2 2110) • • • t. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING z aE z O p 2 O 0,3 oiEQ O eted- jo J OI pn C a 0 B 0 %I 2 ii 'drawing no. II W04 -01 (sheet 4 o 5 3.673 DOOR LEAF O DOOR BASE BOARD 3.937 0 FRAME SILL 0 1.000 2.000 — 1 SILL BASE 094 0 2.4021 1.764 ,083 1.906 .591 .744 ASTRAGAL STILE 000r .018 .846 -A1 1.201 �J7 GLAZING BEAD LEAF CORNERS • •• ••• • • • • • •• • • • • • •• • • • • • •• • •• ••• •• • FRAME TOP CORNFR • ••• ••• ••• • • L` • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • FRAMF BOTTOM CORNER Env: ARSHAD V10AR CIVIL A. CIVIL F PE 1 38863 C.A.N. 536 • • • *• MN 96 2 2009 P itoburrarusEw an Thdt tooDOOM Cade the Florida _atht No I ka � y thiehm o f cc O • g LC a o a 8 Q • iEHO v 0 6 0 S 4 Ai U w' w 8 u w to w sg 1I �w - lit o ° z ga ce u, w o $ 5 L a 0 t. A t- drawing no. W04 -01 (sheet 5of 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • •••.• • • ••• • •