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WS-5-795Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) FLORIDA HOME IMPROVEMENT Phone CeII Phone (954)792 -4415 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $110.00 $6.00 $2.40 $120.80 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Expiration: 11/08 /2010 MATHURIN JEROME 445 NE 96 STREET MIAMI SHORES FL 33138 -2733 (305)757 -2147 Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5 -10 -37819 05/06/2010 Check #: 4306 $ 50.00 $ 70.80 05/13/2010 Check #: 4603 $ 70.80 $ 0.00 Valuation: Total Sq Feet: $ 3,000.00 0 Available Inspections: Inspection Type: 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. May 13, 2010 Date May 13, 2010 1 n Inspection Number: INSP- 146564 Permit Number: WS -5 -10 -795 Scheduled Inspection Date: June 22, 2010 Inspector: Bruhn, Norman Owner: JEROME, MATHURIN Job Address: 445 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 1 IMPACT DOOR Passed Failed Correction Needed Re- Inspection Fee June 21, 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 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)757 -2147 Parcel Number 1132060170110 Phone: (954)792-4415 Page 24 of 26 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Z OZ�' �, � EY Building Department MY 21M e 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: -- , S 1 " 1 " Tel: (305) 795.2204 Fax: (305) 756.8972 15 Permit No. 0:P Permit Type (circle): ' Building ) _ Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \-- O41 V t j /� �10 L LQ Phone # Owner's Address A1/43/46 ioz `\ (4 ST City C C t - . 4 . 41 ` • S M -5 State Zip 33L3e Tenant/Lessee Name Phone # Master Permit No. Job Address (where the work is being done) 94.5 !.DE el Co ST City Miami Shores Village County Miami -Dade Zip 513S Is Building Historically Designated YES NO Contractor's Company Name . 40142, rOkf 1Q T Phone # . - )c-Z,LQLi( Contractor's Address 4 ,610 Std) City +IA W® ® State "tL_ Zip 333 11 Qualifier C.A., k9-Q v, 5 Ri- Architect/Engineer's Name (if applicable) - �(&\ Y b ei1/4.),OW:3 Phone # CtS4 3 CA-g-06 $ Value of Work For this Permit 3030 Total Fee Now Due $ X10 AC (Continued on opposite side) a.‘t3 Square Footage Of Work: :Type of Work: ❑Addition ['Alteration DNew lEr Repair/Replace ❑ Demolition Describe Work: e \ 't e. & 1k-t 'Zc51 c � Submittal Feel" l..' Permit Fee $ Q " CCF $ • nn Notary $ Training/Education Fee $ � • (Q.Q Technology Fee SCR' Scanning $ (' (1) Radon $ Bond $ Code Enforcement $ Structural Nan Review. $ 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 APPROVED BY: NOTARY PUBLIC: Sign: Print: Chc 10/14/03 f\IOCJ 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 properly 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 � Owner or Agent Contractor The fore • oing instrument was acknowledged before me this Co The foregoing instrument was acknowledged before me this c day of tilsk , 20 0 by Ot vt&or1 lJ ..Q I,.Q , V , 20 10, by woyt.AS t . 0001&341 , who is personally known to me or who has produced y , sonally known °to me or who has produced As identi tion and who did take t• Ott` . 3 . as identifica 'on and who did tak O S at. 9• P � O\O _1�� : ' PUBLIC: G � Sign: 0 e �� ' Print: My Commission Expires: srs;, My Commission Expires ********** * * **,t,t*****rrrr******* * **** . t ******** ** * * *** * ******** * ******* * ****** 5 T;? *** * ** *** ****** (Certificate of Competency Holder) State Certificate or Registration No. W L QLQ 1 ? I 0 Certificate of Competency No. Signature � r Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. — TAX FOLIO NO 11' 3zoco -o Il • O %t (� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legaldescription of_property and street(addresq: 2. Description of improvement: 1EO r 12321 -52 PAGE 3 11/07 • BY STATE OF FLORI A, COUNTY I HEREBY C -TIFY h,3i this is a t ongiral Fran u o on THE UNDERSIGNED hereby gives notice that improvements will be ma . tor Jr property, and in accordance with Chapter 713, Florida Statutes, the follorpR inf t ' is provided in this Notice of Commencement. qr 1111111111111111111111111111111111 1 1111111111 CFN 201:003133;8 OR Bk 27279 Ps 2827i Ups) RECORDED 05/11/2010 09:22:20 HARVEYRUVIH, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE ,A Liar Seal. of Cfr OF ne„ ADE y of the (j Y °f D2 11 Jo yl ()■tats Space above reserved for use of recording office (I S c. `l t o /AV) 15(p_— 3. Owner(s) name and address: Interest in property: ©A.) rk.Ar Name and address of fee simple titleholder. 4. Contractor's name, address and _phone number Florida 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 ther documents 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 receiv: a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: the expiration date Is 1 year from the date of recording unless a different date Is specified) 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. Signature(s) of 0 er(s) or Owner(s)' Authorized Officer/Director/Partner/Manager By Print Name .Q- ' Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f of ginstrument was cknowledged before me this _Le__ _Le__ day of i By h V 1 'i �2Yt7 ❑ dividuaily, or {.3 as for personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. L :Nse. I 0G —Z 01-0 S..J zczbeN/‘ t I \o(1yv e •33312 Signaure(s) of . ! ) or Owner(s)'s uthorized Officer/Director/Partner/Manager who By By Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Ad] Sq Footage: 2,860 Lot Size: 13,902.35 SQ FT Year Built: 1954 $25,000/ $160,595 MIAMI SHORES SEC 4 PB 15-14 LOT 16 LESS N15FT & W15FT OF Legal LOT 17 LESS N15FT Description: BLK 86 LOT SIZE 120.890 X 115 OR 13286 -543 05871 OR 13286 -543 0587 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $135,595 $50,000/ $135,410 County: $50,000 / $135,595 $50,000/ $135,410 City: $135,595 $135,595 $50,000/ $135,410 School Board: $25,000/ $160,595 $25,000/ $160,410 Sale Date: 5/1987 Sale Amount: $125,000 Sale O/R: 13286 -543 Sales $246,521 Qualification Sales which are qualified Description: View Additional Sales Folio No.: 11 -3206- 017 -0110 Property: 445 NE 96 ST Mailing Address: MATHURIN JEROME 445 NE 96 STREET MIAMI SHORES FL 33138 -2733 ear: 2009 2008 Land Value: $237,118 ', •,385 Buildin • Value: $246,521 $302,768 Market Value: $483,639 ssessed Value: $185,595 ' 185,410 Year: 2009 2008 Homestead: $25,000 I $25,000 2nd Homestead: YES YES Property Information Map • idade. o Property Information Map Digital Orthophotography - 2007 My Home Miami -Dade County, Florida This map was created on 4/21/2010 8:46:40 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 116 ft Summary Details: Property 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... 4/21/2010 5't� rp CUSTOMER NAME Tea ;U f hROEE ... cod )Z.3 ESUREDI�TE SURE TECH MAY 0 7 MO su B STA • m . - memm alio m ■■■ 1�h7imomm ®■�■._■■ ■ ■ ■■ ■■■■■■■■■■ ■ISIIErI��l��3�IQ� ■ ■ ■ ■ ■II ■ ■ ■1 ■ice' �a ■ ■ ■ ■f�il� � ■ ■Eo - b1d1��1111�111 1 \.1 - ----4 1�L� -mwm Ammo :milmmis � � C+M ■■ ■ ■G7■ limmommommimmulummimmummormumminum mil --�N -- 1 ■ ■t1Ip1fNl11 ■ ■ ■ ■ ■ ■ ■ ■I■ .V..''�I/��. %!!I��rI�I��I,■ il��i� i�=i II 11 1��i1�IIIII 1lalSJ�!V�J■IwIIII�I mmmmm. ■■ ■I■ ■■�ti��■ � �., = ■■ 1=MIII■11N =MM i MISMM■ii111MMflllfiali3i3i' ' MMUM■II ■ TA M■ ■■<UMM % E MMI■MI■■■ ■ ■■■■■ ■■■ ■I■■■■■ ■ ■■IN ■■■■ ■■ ■■■ ,d ;r , iTi■I■m'�II>t/it9'msa �'IIl9mmmom ■I■■■■■ ■■■■ommom■■■■ m ®i1 ®iia■Mi MEMEM ®I_ Aammembli ®I IMIII■OI ■■■■I■■■ i■■■■■■■■■ ATEND ■■■■■■■■.■■■■■■. 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BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 SCOPE: 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 Viqar, 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 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 sha 11 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 mentionp l appye.. . . • • • The submitted documentation was:revielw' tylifa I. Chanda, P.E. • • • • ••••••• •• ••• •• • • • •• 'APPROVED i' :: ':' MIAMI -DADE COUNTY • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • ••• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • •. •• • • • • • • • • • ..• • • • • • • • • • • • • • • • • • • •• • •• • ••• • • • MIAMI -DADE COUNTY, FLORIDA ME11t0 -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI11ED 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 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., Test Report No(s). IIETI- 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 Vigor, 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 Vigor, 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 # 7-347.7 approved by BCOO. •••• •• ............ • ••• • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • E~ • • • • .•• • • . • • • • • • • • • • • • • • •• •• • • • Ishaq L Chanda, P.E. Product Control Examiner NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 • •• • • • • • • • • • •• •• • • •• • • • •• • •••• • • • ••• SEE SEPARATE NOA FOR TF om RATING DETMLS I, •• •• • • • • • • •• • • • • • • • DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACRY 5" MAX. HEAD /SILL CORNERS O -i C 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 MULLION 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 REOUIREMENTS 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED 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 !�A 31 3/4" D.L. OPG. 39 1/B LEAF WIDTH / I \ / XT \_ rl / SURFACE APPLIED FALSE MUNTINS MAY BE USED 1 k (2) ADDL. ANCHORS AT 3" 0.C. AT MTG. STILE ENDS RED. FOR W000 OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SEE SEPARATE NOA FOR SIDELRE RATING AND DETAILS - \ \ TYPICAL ELEVATIONS MIAMI -DADE COUNTY f- ¢SEr'S MULLION N DA E 29' D.L. OPG. 36 3/8" LEAF WIDTH FRAME WIDTH 13" MAX. HEAD /SILL THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1 SHUTTERS ARE NOT REQUIRED. J 75 3/4" Eng.% ARSHAO VIQ4R FLA. PE 9 38883 C.A.N. 3538 29" D.L. OPG. 38 3/8" LEAF WIDTH 5' MAX. HEAD /SILL CORNERS n PRODUCT RENEWED g as 8a Caleb the Eakreatiod Date R faa IA9r1.�- y InductGboau Diaklon c VI L°. L 0 8 8 5 B ls. drowing no 1 W04 -01 sheet 1 of 5 ) .L6 N \ II N, - IN- Ay.IIIVE \ LEAF � _3C ___ II Ta i? / II u / �/ f __�jL___ 11 / / Y` / I I II / it I / AC{'�VE LOAF = 3C-___ I I II I \ 1 ,. L I \ II I `II TI __1l\ - - \- O I', \ \ \ •xvn .zI I 1 —, I I I 1 L-, I 1 .B /£ 56 '0d0 I'0 1 ■ I f' i � It i�l� I 1 / i. • •• • • • • • • • • • •• •• • • •• • • • •• • •••• • • • ••• SEE SEPARATE NOA FOR TF om RATING DETMLS I, •• •• • • • • • • •• • • • • • • • DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACRY 5" MAX. HEAD /SILL CORNERS O -i C 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 MULLION 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 REOUIREMENTS 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED 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 !�A 31 3/4" D.L. OPG. 39 1/B LEAF WIDTH / I \ / XT \_ rl / SURFACE APPLIED FALSE MUNTINS MAY BE USED 1 k (2) ADDL. ANCHORS AT 3" 0.C. AT MTG. STILE ENDS RED. FOR W000 OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SEE SEPARATE NOA FOR SIDELRE RATING AND DETAILS - \ \ TYPICAL ELEVATIONS MIAMI -DADE COUNTY f- ¢SEr'S MULLION N DA E 29' D.L. OPG. 36 3/8" LEAF WIDTH FRAME WIDTH 13" MAX. HEAD /SILL THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1 SHUTTERS ARE NOT REQUIRED. J 75 3/4" Eng.% ARSHAO VIQ4R FLA. PE 9 38883 C.A.N. 3538 29" D.L. OPG. 38 3/8" LEAF WIDTH 5' MAX. HEAD /SILL CORNERS n PRODUCT RENEWED g as 8a Caleb the Eakreatiod Date R faa IA9r1.�- y InductGboau Diaklon c VI L°. L 0 8 8 5 B ls. drowing no 1 W04 -01 sheet 1 of 5 ) ITEM B PART 6 READ. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 611006 AS READ. 000R FRAME 6063 -78 - 2 ER012 AS RE00. DOOR LEAF 6063 -T6 - 3 VZIS66 I/ LEAF DOOR BASE BOARD 6063 -T8 - 4 VZ -1483 1/ DOOR FRAME SILL 6083 -76 - 140.0 - I/ DOOR SILL BASE 6063 -76 - 6 82 -1481 AS READ. ASTRAGAL STILE 8083 -16 - 7 82 -1535 4/ LEAF GLAZING BEAD 6063 -76 - 8 2801 AS RECD. GLAZING GASKET VINYL - 9 _ 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 008000 4/ LEAF HINGES ALUMINUM GIE55E t2 B10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS RECD. BULB W'STRIPPING - - 14 810 x 2" AS RE00. ASSEMBLY SCREWS - 141 SELF Defame 15 812 X 1 -1/4 - FRAME ASSEMBLY SCREWS - 5MS DESIGNY LOAD CAPACITY - 1•S • • SIAOILIY (X) DOOM' • • � wog ;1 F GLASS WIDISH _,.••• HEIGHT• • 6/8 • • w TM'S, EXT. ( +NI�(i) • 75• ' 79.0 ' 79.0 _.:..4 : . 6/8 hit,_ 3 / 0 a 79A -• • 2 • • 3/0 3/g • • • • 7/0 •• • 75.0 • 8 9�• 79.0 • 55.0 • • 79.0 • 85.0 2/6 •••• 3/0 3/8 8/0 75.0 85.0 75.0 85.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/6 6/8 100.0 140.0 3/0 6/8 100.0 140.0 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 I5 REWIRED. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' 0E 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 5/0 6/8 75.0 75.0 6/4 75.0 75.0 5/0 7/0 75.0 75.0 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 IS NOT REQUIRED. UNIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. •• • • • • • • LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK 51115 38" FROM BOTTOM. KEY OPERATED ON EXTERIOR A40 THUM8 TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4' X 18 -1/4" LONG ATTACHED WITH (2) 88 X 3/4" SMS HINGES SINGLE DOORS; TWO- HANDED COMB HINC EXTRUDED ALUMINUM BRIDGE 2 BY '01ESSE' (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 601TOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) 810 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. STRIKE PLATE 1 -1/4" X 1/4' X 18 -1/4" LONG ATTACHED WITH (2) 8 X 3/4" 5M5 HINGES SINGLE_ DOORS; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 COORS AT 3 ", 9" AND 26 -3/8" FROM TOP AND BOTTOM. ONE AT MIDSPAN (6) PER LEAF AT 8/8 DOORS AT 3 ", 9" AND 2B -3/8" FROM TOP AND BOTTOM HINGES DOUBLE DOORS; TWO- HANDED COMB HINC EXTRUDED ALUMINUM BRIDGE 2 BY 'GIE5SE' (5) PER LEAF AT 6 ". 12 ", 35 ", 63 -1/2" AND 92 -1/2" FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. LOCKS DOUBLE DOORS: ACTIVE 1 767- MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) 88 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 LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 802168 ATTACHED WITH (4) 88 X 1 -1/2" SMS. 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/18" HEAT STREN'D GLASS z t 4L EM IL .::: 4 GLASS TYP./ A' PRODUCT RENEWED A,e *Oar No 5 ' - 03/0-0 SIUCONE GE SCS 2800 SILGLA26 II GLAZING OPTIONS 6lM*1( TE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 - bon ARSHAO WOAR CIVIL FLA. PE 8 38863 C.A.N. 3538 v' 9 JUN 0 2 2009 LASS TYPE 'B' ,/ 3/16" HEAT STREN'D GLASS .100" INTERLAYER SENTRYGLAS PLUS BY ' DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLA26 II 2 re 8 a • n -, 0 1 a i 1 2 U 0 ua 4 .4-,17, in n gv Z 4 0i 5 W c F O I1-. �Nti 0 0 a a '0 8 8 a drawing no. W04 -01 (sheet 2of 5 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ACCESS HOLES WITH PLUGS (4) 112 X 1' SMS AT 2" O.C. MAX. AT CENTER OF SILL RUM. AT DOUBLE (XX) DOORS ONLY 1 X 1/2" SMS 3" FROM ENDS AND 10" 0.C. MAX. UMal1WREEMC vININEllf 18Y WOOD BUCK 5 SEE FOR SEPARATE TRANSO NOA F .� __ RATING AND i AILS 9I 0 I I I 8 i II n 1 �L Jks� S i it V t 1 i t 1 I I IL ill I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3 6 MIAMI —DADE COUNTY IIII APPROVED MULLION SEE SEPARATE NOA DHkbn TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING pROD14CT13lf TYPICAL ANCHORS 4R�p�tn� witadonarola fi SEE ELEV. FOR SPACING g Code g1QBraHonDaTa TuriRlU1'7,�y6 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. SEE ELEV. FOR SPACING 1/4" DIA. - ULTRACON BY 'ELCQ' (Fe -I 77 851, Fye155 K51) 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 /DRIL -FI FX SFI F fRII I ING SCREWS (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS 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 fc - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK I'm = 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Enyr. ARSHAD AGAR CIWI FLA. PE 1 38883 CAN. 3538 JUN - 200 � 9 METAL STRUCTURE re W 0 0 0 0 Q 0 0 O 0 0 S 6 5 P. drawing no. W04 -01 (sheet 301 5 5 ACTIVE LEAF IN— ACTIVE LEAF O 4) i- :AIL . • • • • •• • • • • • •' • • •• •••• • • •• . • • • • •• • • • ••• • • •••• TYPICAL ANCHORS SEL•ELEV. FOR SPACING • •• • • • ••• • • •• • • • • MIAMI•DADE CO APPROVED MULLION • • SEE SEPARATE NOA • 1/4' MAX SHIM • SEE SEPARATE NOA II dI FOR SIDELRE II RATING AND DETAILS D • FRAME WIDTH • r C ` 1 tut ' 8j ACTIVE LEAF SINGLE DOOM (2) B8 x 3/4' SMS 1/4' MAX. SHIM SPACE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RENEWED on complying Balding Code du Florida Acceptance No __-03/0. Etq radon Date, Tin✓c (0, 'a0(q gr••••Coolteri 1/4' MAX. Dkklao 0 0 EXTERIOR D.L. OPG LEAF WIDTH FRAME WIDTH DOUBLE DOOR D.L.O. (2) 18 X 3/4' SMS LEAF WIDTH SHIM Engr: ARSHAD VIDAR CNIL FLA PE # 38883 C.A.N. 38 JUN 0 2 2UU9 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. • FOR SPACING of n drowing no. W04 —a1 (sheet 4 of 5 • • • • • • • • • • • • • • ,.772 \J DOOR FRAME • • •••• 1.771 •••• ••••. • 2.30 3.673 •• •• • • • • • • •. 07 � • • 2.519 ••• • 2.047 • • 2 ) • • • DOOR LW:. • • • • • • • • • - 1.772 •••• • 3.177 .067 1.6361 .. • • 2.921 DOOR BASE BOARD 3.937 0 .138 .059 1.417 .57711 —I T d I T ---I I- 1.772 �1 FRAME SILL 1.000 r - 2.000 SILL BASE 0 2.402 —ry 1.764 . 063 1.906 .744 .591 ASTRAGAL STILE .846 - 1.016 4 N 1.201 GLAZING BEAD LEAF CORNER$ FRAME TOP CORNER FRAME BOTTOM CORNER Env: ARSHAN WOAR cna FlA PE 38863 CAN. 3538 U JON 0 2 2009 PRODUCT RENEW ,____ Cede th ft lida N0 babe 'lTIHa)os 04114 A 0 n u 0 ca 9 t1 a CO ri •, ^ I o � s L drawing no. — sheet W0 5 01 5 Mean Roof Height DESIGN PRESSURES PSF) • Zone 4 Mean Roof Hei9' DESIGN PRESSURES PSF) • Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 10 15 20 Tributary Area Sq Ft) 35 40 45 50 25 30 35 25 30 0 -15 ft -50.4 - 492 -48.3 - 47.6 -47.1 46.6 462 55.5 4,9 4 0 -15 \ ". -822 59.8 58.0 - 56.7 - 55.6 -54.6 -53.8 -53.1 -52.5 +48.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41,6 +46.5 45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 -49.8 -49.0 8.3 -48.3 - 47.7 - 47.3 . -48.8 - -46.5 - 46 2:' 16 ft -60.6 -58.8 -57.5 -56.3 -55.4 - 54.6 53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -52.4 i1l • +47. -50.2 -49.5 -48.9 -48.4 -48.0 - 47.7 - 47.3 18 ft -64.8 - 62.1 - 60.3 -58.9 -57.8 -56.8 -55.9 -55.2 54.5 5 +48.3 0 •048.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 • -53.5 0 - 99 -51.3 4.6 i !4 -49.5 -49.1 - 48.7 -48.4 -66.1 -63.5 -61.6 -602 -59.0 -58.1 -57.2 76.4 5 -55.8 • - +49.4 +48.1 0F47.1 +464 +45, +45,3 +44.9 +44,5 +44,2 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44,5 +44.2 -54.6• •-9393 0.52.4 5 -50.5 -50.1 -49.7 49.4 57.4 - 64.8 -62.9 -602 -59.2 - 58.4 -57.6 -56.9 +50.4 • +49.0 • +48.1 } 1.6 +47.4 +46.3 +45.8 +45.4 +45.1 ft +50.4 +49.0 +48.1 +46.8 +46.3 +45.8 +45.4 +45.1 -55.6 -54.3 -53.3 58.t -51.5 -51.0 -50.6 -50.3 -68.7 -66.0 -84.1 -61.4 -60.3 - 59.4 -58.7 -58.0 24 ft +51.3 +49.0 +484 +47.1 +46.7 +46.3 +45.9 24 ft +51.3 +49.9 +49.0 +47.6 +47.1 +46.7 +48.3 +45.9 56.6• -552 -54.2 -58.5 11 152.9 -52.3 -51.9 -51.5 -51.1 -69.8 -67.1 -65.1 - 63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 : 43 0 . + +50%3 149.8 +AA +•+1 • 2 +47.9 +47.5 +47.1 +46.7 26 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47,5 +47.1 +46.7 � 7.5 ,, Aft ,, Aft -57.5 •-5641 • -55.1 -54.5 • 7 W. -532 -52.7 -52.3 -51.9 28 ft -70.9 -68.2 -662 -64.6 -63.4 -62.3 - 61.4 -60.6 -59.9 +53.0• +�1 150.6 +44 • W119 +48.7 +48.2 +47.8 +47.4 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 •� -58.3 • 56.9 -55.9 -55.1 - 54.5 -53.9 -53.5 -53.1 -52.7 30ft -72.0 -69.2 -67.1 -65.6 -64.3 -632 -62.3 -61.5 -60.7 i +53.8 +.3 92 +51.3 +5�.p knife +49.4 +48.9 +48.5 +48,1 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48,5 +48.1 0 32 ft 59.1. 574. -56.7 5G8 .45112• -54.7 -54.2 -53.8 -53.4 32 ft -73.0 -70.1 - 68.1 -68.5 -85.2 -64.1 : - 63.1 -62.3 -81.6 +54.5• +98.1 552.0 +51.3 +a6 +50.1 +49.6 +492 +48.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 -59.9' ' -57.4 -546 •-55.9• -55.4 - 54.5 -54.1 -73.9 -71.0 - 68.9 -67.3 - 66.0 -64.0 -63.1 -62.4 • • • +55.2 11+52.7 +51.9 +51.3• +50.7 h 0 +49.8 +49.4 ft +552 +53.7 +52.7 +51.9 +51.3 +50.2 +49.8 +49.4 38 ft -60.6 4 , • 58.1 -57.3 -56.6 - 56.1 -55.1 -54.8 36 ft -74.8 -71.9 -69.8 -68.1 - 66.8' -64.7 - 63.9 -63.1 +55.9 +53.3 +52.5 +51.9 +51.3 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +50.8 +50.4 +50.0 38 ft -81.3 -59.8 - 58.7 57.9 57.3 56.7 562 -55.8 -55.4 35 ft -75.7 -72.7 - 70.6 58.9 - 67.6 -68.5 -65.5 54.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 -62.0 -80.5 - 59.4 -58.6 - 57.9 57.3 -56.8 - 56.4 56.0 -76.5 -73.5 -71.3 -69.7 -66.3 -672 -662 -65.3 -64.5 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 40 ft +57.1 +55.6 +54,5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 - 62.6 - 61.1 -60.0 - 592 58.5 57.9 -57.4 -57.0 -56.6 -77.3 -742 -72.1 - 70.4 - 69.0 -67.9 - 66.9 - 66.0 -852 42 ft +57.7 +582 +55.1 +54.3 +53.6 +53.0.. +52.5 +52.1 +51.7 42 ft +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 -632 -61.7 -60.8 59.7 - 59.1 58.5 -58.0 57.5 57.1 -78.0 -75.0 -72.8 -71.1 59.7 -68.5 57.5 -68.6 -65.8 ft +58.3 +58.7 +55.7 +54.8 +54.1 +53.5: +53.0 +52,6 +522 ft +58.3 +66.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +522 -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 - 58.5 58:1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 ft +58,8 +57.3 +582 +55,3 +54.6 +54.0 +53.5 '+53.1 +52.7 46 ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +63.1 +52.7 48 ft -64.4 -62.8 -81.7 -60.8 -60.1 59.6 59.0 58.6 -58.2 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 - 68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54,0 +53.6 +53.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 ft - 64.9 -63.4 - 822 - 81.4 -60.7 -60.1 -59.5 59.1 -58.7 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -87.6 +59.9 +58.3 +572 +56.3 +55.8 +55.0 +54.5 +54.0 +53.6 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 - 63.9 - 62.8 - 61.9 - 612 -80.6 -80.0 -59.6 -592 52 6 -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 59.0 582 +80.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54,0 56.0 -64.4 -63.3 52.4 -61.7 -81.0 -60.5 -60.1 -59.6 -81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 -69.6 .68.7 ft +60.8 +592 +58,1 +57.2 +56,5 +65,9 +55.4 +54.9 +54,5 ft +80.8 +59.2 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 ft 56.5 - 84.9 -83.7 52.9 52.1 51.5 51.0 50.5 50.1 58 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 49.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft '67.5 -65.8 -64.7 -63.8 -63.0 -622.4 -61.9 -61.4 -61.0 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +58.1 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements110 Loading \11 Calculators 1ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0-60).dwg • • • • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES A a (8 s C V ' 8 r m v REMARKS NIT 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, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. **ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' 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 VAUD 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 THE 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 POSIT VE 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. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0:85 (DIRECTIONAUTYFFACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I I 0-1 ® 1-0 1 ELEVATION 1 WALL ZONE FIGURES 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MRH =O -60' BASED ON Kd=0.85, TABLE NOTES` FOR ALT Kd ENGINEERING EXPRESS ® PEAK ROOF HEIGHT MEAN ROOF HEIGHT