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WS-11-22694 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167483 Permit Number: WS -12 -11 -2269 Scheduled Inspection Date: January 04, 2012 Inspector: Bruhn, Norman Owner: STRAUSS, MICHAEL Job Address: 1251 NE 94 Street Miami Shores, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI Phone Number Parcel Number 1132050100050 Phone: 305 - 8854088 Building Department Comments REPLACE GARAGE DOOR Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 03, 2012 For Inspections please call: (305)762 -4949 Page 18 of 31 121 ail Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING DEC 12 2011 Permit No. WV I k~ g9169 Master Permit No. OWNER: Name (Fee Simple Titleholder): /' ( /C4 9 / 5 '124t.i S S Phone#: 30S- 490 " `76V a Address: /a.S/ AJ E g N 5T City: H V9/4 / S horse State: F Zip: 3 3/ 3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /'?" 51 N E q q sr City: Miami Shores County: Miami Dade Zip: 33/ 3 S Folio/Parcel #: `/ — 3.0..s-- d 1 D - OO..S'D Is the Building Historically Designated: Yes NO ✓ Flood Zone: yeS CONTRACTOR: Company Name: Atc. 4-emet (44) &ors /•JG • Phone#: 340S- V 8S- BOSS Address: g /SS' /JW 4 3 5.7-- City: /11 A F1 / State: / / Zip: 3 ! G (, L U" S atr�s Qualifier Name: Phone#: 300-- S'S gO8e State. Certification or Registration #: Certificate of Competency #: OOOd t5a.a.0 Contact Phone #: 9 4 (A- Z. / 3 3 Email ddress: 54/es 4)4 Lt..A-A 't GQiv /C/-r . CQf? DESIGNER: Architect/Engineer: Q /4 Phone #: f ". Value of Work for this Permit: $ ,A01,?--5– `a'.5– 0 ° Squire/Linear Foo a of Work: //D-- Type of Work: ❑Addition ❑Alteration ❑New oi. epair/Replace ❑Demolition Description of Work: Re P /d4 (a GA'eAif--e /Jco r . 4 *+ i.** **a *• x************ **+ x*** **Fees�x>k+xm+��x�x **** * ***** ** x *** *�x�x�x****a�********e *** trJ Submittal Fee $ -t.:.). Permit Fee $ .1/0 CCF $ CO /CC $ Scanning Fee R Bond canning $ Radon Fee $ DBPR $ $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 14' rn Bonding Company's Name (if applicable) J 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectio ee will be charged. Signature Signatu Con for v Li— The foregoing instrument was acknowledged before me this b The for oing instrument was acknowledged before me this day of e)fJ 20 ri , by , day of eCef42 , 20 II, by who is personally known to me or who has produced °r. who is personally known to me or who has produced -7—,—Lb • As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: i p CI tt_crir g Print: :" -Tne �cxJ�C {L My Commission E; *** * ***** *** ** JEANETTE RODRIGUEZ MY COMMISSION # EE 041601 R EXPIRES: November 14, 2014 Bonded Thm N ar,�eqnra u l�F-1 y NOTAR PUBLIC: Sig My Commis *+ k*+ k***+B *+A*****+A+k**+k**+ *** 1 '13` {; +JS 12UFk 3$iL` s d+; **** APPROVED BY : f/d /V--(/' t ' Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) g Clerk TeiVMT , DEC 1 2 2011 BY: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PHOFERTY E C1-14 a-02A US S PERMIT # IA) S 1 eXkif)°1 ADDRESS: 1251 t\Vli- -- Iy 5—r FOLIO NUMBER:11- 32L S-01 OD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: 0110141111Itia: i4 't I t; `it'IQ1t1THS) 3 8, o o Co COST OF PROPOSED IMPROVEMENTS: lka/S • 03 (ATTACH COPY OF CONTRACT) COST U _I'ROVEMENTS (past and proposed):t 49,000 YALUE OF PRINCIPAL STRUCTURE (attach appraisal): t U i / S-k' TOWN-ERS- SIGNATUR. +Y \, PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 SATE: 1a PA/ DATE: Property Information Report l dad.; My Home Page 1 of 1 Property Information Report Summary Details: Folio No.: 11- 3205 - 010 -0050 Property: 1251 NE 94 ST Mailing Address: MICHAEL JUERGEN STRAUSS 1251 NE 94 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,076 Lot Size: 9,375 SQ FT Year Built: 1951 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 6 LOT SIZE 75.000 X 125 OR 11388 -1113 0382 1 OR 27328 -2312 0610 01 Assessment Information: Year: 2011 2010 Land Value: $135,000 $112,500 Building Value: $187,589 $159,819 Market Value: $322,589 $272,319 Assessed Value: $322,589 $194,536 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Senior: $0 $50,000 Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$272,589 $50,000/$144,536 County: $50,000/$272,589 $100,000/$94,536 City: $50,000/$272,589 $50,000/$144,536 School Board: $25,000/$297,589 $25,000/$169,536 Sale Information: Sale Date: 6/2010 Sale Amount: $435,000 Sale O/R: 27328 -2312 Sales Qualification Description: Sales qualified as a result of examination of the deed Yigw Addiiion J Sales [Close window] !Click here to Printl t This report was created on 12/8/2011 2:20:16 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /proptext_print .asp ?folio= 1132050100050 &cmd = 12/8/2011 CERTIFICATE OF LIABILITY INSURANCE ALLAH -1 "; OP ID: DK DATE(MMIDDIYYYY) 07/21/11 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION' ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE' HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW: - -THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED • f. b. •t'SJ.l•l,il1a1O- a- i -17e4 3 a M.19 1O,M51q- IMPORTANT . If the certificate- holder is an- ADDrONAL -- INSURED. the- policy((es4 must -be- endorsed. If SUBROGATION IS WAIVED, subject to —the-focus and conditions -oohs @ olicy, - certain- p©licies?may- ulre-art endorsemenk #statement• on this-certificate does not confer rights to the • — { h9iderIrhITe1U6t`Suchendo B ._;:.. ors Rule Ins .Agency 11t t1'-SE-6 +h A'enun IF ..Lauderdefea FL 33318 • — — zyrtlr Remora —OVERAGES 954459-7171 i154451:4179. CONTACT NAME ° E MAIL E>tEL ADDRESS (NC; No): INSURERS) AFFORDING COVERAGE mica • -BIsua - "First-Mercury Insurance Co. 9UBER R' 10657 INSURER: CERTIFICATE=NUMBER REVISION NUMBER: TI4S -16 1D CERTIFsf THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TI-E POLICY PERIOD 1Nb)CATED NOTWITHSTANDING ANY REQUIREMENT; TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO -WHICH THIS - 1 -Mr4Y BE ISSUED OR MAY PERTAIN, TIRE: INSURANCE AFFORDED BY THE-POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, .- UMITSSHOVIIN MAY -HAVE BEEN-REDUCED-BY PAID CLAIMS. INSR LTIT YPEOPINSURANCE A041- WAR _M1:, : - POLiayEXP INER.: WVD -P 1CYNats _ IYYYY)- (MMIDDIYYYY) LIMITS LABILITY COMMERCIAL GENERAL UABItfr -- NIS•MADE X - OCCUR• X I $5,000 Ded X LContractual Ilab. GE:N'LAGGREGAT�E LIMTT.APPUES PER LUCY I t& F—_-_--LOC- AUTOMOBILE LIABILITY _ ANY AUTO ALL OWNED . . HIRED AUTOS SCHEDULED -AUTOS NON-OWNED AUTOS. FMGA0014f.T.. _ - W14-- _- 07/15112 EACH OCCURRENCE RISES O aaEencreL $ MED EXP (Any one person) 0 $ EXCLUDE PERSONAL. & ADV INJURY 1,000, GENERAL AGGREGATE $ 2,000,0 PRODUCTS - COMP/OP AGG $ 1,000, Emp -Ben. $ COMBINED SINGLE LIMIT (a accident; BODILYINJURY (Per person) $ NI BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB DEC-. OCCUR CLAIMS-MADE [RECENTION$_ - -- .- EACH OCCURRENCE AGGREGATE $ $ WORNERSCOMPENSATION- IT - ANY PROPRIETORIPARTNEREEXECUTIVE Y N OFrCER/MEMBEREXCLUDED? (Mandatory In NH) dyes describeundar DESCRIPTIONOF OPERATIONS below WC STATU- OTH- TORY LIMITS ER EL EACH ACCIDENT $ EL DISEASE- EA EMPLOYEE $ EL DISEASE - POUCY LIMIT $ /25i air l$aa o a c' rRCr DESCRIPTION OF OPERATIONS I t.00AT10NSf VEI UCLES (Attach ACORD 101 Additional Remarks If morespace Is required) Doorwindow- or- assert* y r r r I S l 11 y .:.a�. 1 : i b 1 ! -door- - -- -- - - . MAW SHODU ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE Oit E .- THERWF, ` NtJTI ' WILL BE DELIVERED !N THE POLICY PROVISIONS: i • A..44r1 EXo'PPraza-rinw tilrettlifilltOTSTeTtE it rir01in r:•ca■rrsaiii $ CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 10/21/2011 } [HI:S..CERTIFI.CATE IS ISSUED AS A AAATTER OF INFORMATION ONLY AND CONFERS. NO RIGHTS UPON THE CERTIFICATE HOLDERR, THIS CERTIFICATE DOES - NOT- AF'FIRAAATfdFELY OR34 EGATWEL Y- AMENDFEXTENB- OR- ALTER_THE COVERAGE AFFORDED BYYTHE POUCIES BELOW.- THIS CERTIFIC i t. QF`INSURAItNCEDOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED OR PRODUCER, AND THE CERTIFICATE HOthER:; - annPLIr rANT .Iftfe cettificate hokfer Is an ADDmONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the: terms and conditions of the policy, certart pollcles.may-requ)re an endorsement. Astatement on this certificate does not confer rights to the ford`eriettiac.mf such: widenseni PRODUCER Stonehenge Insurance Salutlons., Inc. PHONE _ FAX -= Box -442 IAIC. No. Est): INC. No): - e- Teeuesta,. FL 334b9, . E-MAIL ADDRESS: . Pragressfve'Employer Management Company Iris p . - and yer Ma PgrKl Dr - • ___INSIIRERMAFFORDING COVERAGE.. NSVmsR7VTechno (ogylnsuPaaoa Company NAIC S INSURER Mr INSURER E$ INSURERF- : - -- -- RAGES CERTIFICATE °:NUMBER :TA27Q&WC REVISION NUMBER:. fMIS.IS-TAaGERTIFY- T14ATTHE POLICISSOF 1NSJRANCE EISTELYBELOW HAYE BEEN ISSUED-TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD iNC))CA TED. NOTWITHSTAND1NC OR CONDIT(ON -OF ANY-CON-TRACTOR 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 ANTS CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BL N {EDUCED BY PAID CLAIMS. ADDLSUBR- : POLICY EFF POLICY EXP OMITS mt. WV D POLICY NUMBER (MMIDD/YYYY) (MM/DDIYYYY) TYPE-OF-INSURANCE RAG LIADILITY I COMMERCIAL GENERAL LIABILITY CLAIMS MADE -- - OCCUR GEN LAGGREGATELIMIT APPLIES PER: - - liAUTOMOBILE LIABILITY -11 • ALL OWNED - —_ SCHEDULED NON-OWNED —AUTOS- IREOAUTOS : AS7TOS UMBRELLA LIAR :CCU: EXCE93 LiAB LMADE DED RETENTION WORKE6tCOMP_ ENSATION _ANBWAPLTWERS lUABIUT-Y • YIN ANILPROP�IETOBJEARIN €RIEXECUT VE OFFICER/MEMBER EXCLUDED? : :- e�be-imdBr _ D {OPTION OF OPERATIONS below PRO- ■ EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGG (Ea deenntSINGLE LIMIT _$ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) 11/01/2011 EACH OCCURRENCE $ AGGREGATE $ 1/101/2012 Xlo?-71 ?PITS I.ER- EL. EACH ACCIDENT $ 01. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ 1,000,000 1,000 000 1000,000 MORD101, Additional Remarks Schedut%If more spa - - - - - 0f31,G[iBflipl01(P:. 40EtiEIt' CAP4 , neraml- ,nnrPS rr ,tin I nn ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 13,1SEXPIRATiONZATETHEREOF, NOTICE WILL BE. DELIVERED IN "4' 'WItOVI6- NUNY.... .. - ACORD 25 (2010/05) Paget 9f1- __, -0 01198& 20411) ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Contra' tion Iratios CI alirying Board BUSINESS CERTIFICATE OF COMPETENCY 00001 822 ALL AIII114,RIC4 INC A ion* Of Chapter itl , Mlaml-Dade DADE COUNTY TAX COLLECTOR =: FIRST - CLASS t c n� OSTA PERMIT NO. 231 187609-4 - _- =!NNE S iiABIETLOCAMON ALL AMERICAN DOORS INC -8155 NW 93 ST 33166 MEDLEY l"1 -110 IC Iirri- A- : Oil i nri win i _rsa .. ort keep your receipt for e-- reference, ALL AMERICAN DOORS :,ac. Type of Business Ti!s IS I5 (6A C1ALTY BUILDING IUSINESS TAX RECEIPT. IT IOLDER iO VIOLATE ANY XISTING REGULATORY OR ONING LAWS OF THE *iUNTY 0m - GRi=_s, -NOR OES R - EXEMPT THE OLDER FROM ANY OTHER EMIT OR LICENSE EOUIRED SY LAW. THIS IS OT A CERTIFICATION OF HE HOLDER'S OUALIFICA- - IONS. SYMENT.RECEIVED IAMI -DADE COUNTY TAX OLLECTOR: 08/10/2011 60020000341 000045.00 SEE OTHER SIDE SEE OTHER SIDE cliN 1 FiACTOR _ DQ NOT. G4RVIrAt , ------ ALL AMERICAN DOORS INC LUIS TORRENS PRES 8155 NW 93 ST MEDLEY FL 33166 Ti..X * 55555 5•.5. ye t MIAMI -DADE COUNTY TAX COLLECT 140 + {flaolerr$tr 26 s. am 1- -FT critta- 33130 " P1 she �aep�p0ur re -future;referenca,. BU$I�1S 33166`' -Thank yoLT ha a 4. 940/2011 1300I22S /001I-LEV _OXIQ.00 1 t 1 #.0001,- L8T 30 48760#-4- L�F BusTtii�ss —Fait 1siGE -- MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. lair FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONT FACTOR'S 2012 TAX RECEIPT" MIAMI -DADE COUNTY- STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIHtS'StN i . 30, 2012 THIS IS NOT A BILL - DO NOT PRY RECEIPT NO. 30- 1876094 CC NO: 000018220 bLJ IIVE66 NAME / .LUUA I ION ALL AMERICAN DOORS INC 8155 NW-95' ST OWNER :ALL AMERICAN DOORS INC SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the City where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX O0 730/2011 02290010001 000175.00 FIRST-CLASS U.S . POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECI -tTY - BU It -D I: NG- CON-TRAC-TOR -- DO NOT FORWARD ALL AMERICAN DOORS INC LUIS TORRENS PRES 8155 NW, 93 ST MEDLEY FL 33166 MOW T DQUEC 11SINESS TAX SECTION .'lagler St. •- 1s '`Floor` `Tort da "33130 Y,.RECF.IPT_ 2 :CONTRACTOR TAX $t'riesalax#401876O9 -4,:_ _ 1~:000018220, ip f F ,'�OR4.._ -I dc usiness: BUILDING CONTRACTOR I OF OFFICIAL REAP'[. IPATINf MUNICIPALITIES.. IPT: IS ISSUED �IS� E11'IOENCE OF R VOUR =LOCAL BUSINES$44 ittiitt, ii et: did itsPli tit: itiiitrtttitiitlttrititt +'li. ±<`t,l CIAL RECEIPT WILL BE M IE C- 1171Ti`10 �DATS`FROM1'1E7.— It DATE ON Mg-RE kelved aesrtif� 942111 -- (-4-1S Permit No: 11 -2269 Job Name: December 9, 2011 Miami Shores Vuuage Building Department Building Critique Sheet 1) The product approval submitted is expired. NB 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 BUILDING AND NEIGHBORHOOD C BOARD AND CODE ADMINISTRATI NOTICE OF ACCEPT 1 ■ Miami E OA 4• Y cores Village MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 805 SW 26 Street, Room 208 Miami, Florida 33175.2474 15.2590 F(786)315-2599 -%1711thiatt Jt u ome/ DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: ZONING DEPT BLDG DEPT DATE SU JE r C'P, PI This NOA is being issued under th �; app�rca��ie ruYe's �ntil al i of-the ; e of cc� t j • . , materials. The documentation subs iftd l - revviewedi Ayban gQijnty roduct Control Section and accepted by the Board of Rules and ° pp - s :Sr •• r• • . • :. • unty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mods ' , or sus rid the use of such product or material within their jurisdiction. BORA reserves the right to r f_� < ":.` if it is determined by Miami -Dade County Product Control Section that this produ. ni _ ' :a s eet the requirements of the applicable building code. This product is approv, t; :L • r h , and has been designed to comply with the Florida Building Code, including the Hi '` - d ty rri Zone. DESCRIPTION: arage Door up to 16' -2" wide w/ Window Lite Option pcc7-duw)-31f1) DEC 1 2 2011 APPROVAL DO 1 !` i 48, titled "Sectional Garage Door ", dated 08/24/00, with last revision D dated 12/ of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, P.E., bearing County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NOA # 09- 0128.03 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 Carlos M. Utrera, P.E. NOA No. 10-1014.05 Expiration Date: February 22, 2016 Approval Date: February 09, 2011 Page 1 DAB Door Company. Inc. NOTICE OF A CEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 00 -18, titled "Sectional Garage Door ", dated 08/24 /00, with last revision D dated 12/17/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-012&03" 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08- 1106.05" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS "Submitted under NOA # 09- 0128.03" 1. Anchor verification calculations prepared by Al -Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) arlos M. Utrera, P.E. Product Control Examiner NOA No. 10-1014.05 Expiration Date: February 22, 2016 Approval Date: February 09, 2011 E -1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07 /07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM 0155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. Test Report on Self- Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 09- 0128.03" 1. Statement letter of code conformance to 2007 FBC, issued by Al- Farooq Corporation, dated 12/15/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/15/08, signed and sealed by Humayotm Farooq, P.E. wfi oi /OP Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-1014.05 Expiration Date: February 22, 2016 Approval Date: February 09, 2011 E -2 (9 to (7oave) 9 L -00 '011 fi N 1 1 a 1 010Z b I d3 1j am se vu avow OVAVr 09413 %UAW U000 .8 -.91 01 .11 -.9I ''040 0008 ODNA 500143449 40 00510 40 030 SI 30*38018 4 01380 0901 V '8 1080444.0 Sall 40 14404 1044 3440 532130 353111 Nl NMONS 350441 MILL 163H10 SNOUl0NOO 04410001 NO 01080110119 '4 13314 NO8N20 031014 3408 38 Th1*S 941314690 ONV SNxe 51108 1144 'E '0031US NO 0099531/0 1100 0440438 38 1104454 1010314494 3808 01 103191381U NOHOW '9110130 440 4400448 1144 030045 '031517 52 38 1144115 800H3940 3 1903 3449340E111 4100138 44004 04440411019 1101/003 1.005 3000 00013)8 WRIOV 3111 40 S1N34*31140391 3H1 HIi* Ald403 01 031831 (110 031104530 N338 SVH 10000444 SM 1 S1LON -IV213N39 4Sd 0'09 - 4Sd 0199 + = JNIIVN 32111SS3bId NOIS30 H91H .0 -,91 X 301M .Z -,9( 3ZIS 'XVW 489 moon uooa HVa 0400111 8000 .01 -.81 01 .0-.41 ,` I,�UL a 4 6 1 1 91118 0314438 40 9 .01 -.94 01.11-.91 .01 -.84 Ol .0-,41 .01 -S4 O1 ,04 -,1t 0l .0-,01 .01 -,8 01 ,0-,9 SNOfN 9000 N04*00191 408 537449 44311110 .v. 37805445 531415 44311130 SHIBA t1000 .01 -,61 01 ,.0 -,11 swan 44000 .04 -.I1 01 .0-.01 11•Wel WWI SHAM NOM 13V4*9I 3115501 304401 4404 031044 81 13100444 50411 6000 03SSOS?43 134404 0391V44 NOI1YA3'13 30ISNI .1 -,91 390044 440015 034301 01 3104*931.19 4410145 01101301 1128 3007 �N000 40 305 H083 NO ' 0400441 N1 53090443 44V9 X001 149' x 181' St95 .9/9 X 411 (4) 1110 3111S 0113 NO 031191S9 5301111 4498 14307 31445 013 4401530 3419119 0008 3304 151114 104404140 SOS .0/6 X 411 (4) mat .010' x .9/4 -C x , L -L 4401140 44000 *90044044314 001 4400(1 Lint 1115 13)13089 131431/218 ,,11 0101035 0 .91 944011939 9 Al - .46 S(08038 8 ..8 -.61 .,11 SNOWS 8 .91 004938 1 .9-Al .48 S 011338 L .94 01011.131 41338 1 .6 -.91 .11 5401339 9.01 911010311 C Al .11 03011035 9 ,91 491014.0 4 .8 -,91 .48 9N0a338 4 .94 04441038 It .9 -,01 .11 0301338 6 91 SWISS 9 .6 -,41 - .11 SNOWS 9 .91 .l1 SNOWS L .91 NO1039 l .6-,61 .11 t240133S 9 .91 0101033 8 .8-.61 .11 35011338 9 .91 54401335 C .6 -.8t .11 SNOWS 4 .91 9101035 44 .Cl 11 84101438 C Al 84009935 9 .9-,14 .11 80041038 2 .01 54i08038 9 .9-.81 - .12 5008938 L .2-.84 .11 SNOWS 9 .91 SNOWS l .41 ,11 SNOWS 8 .91 SNOWS 1 .8 -.14 ,18010113384.91 swims ,9-,44 .11 914011333 2 .94 30011338 44 .6 -.14 .11 518038 1 .91 59011333 8 11 .18 44011335 t At 54141038 9 8 -.01 - .11 31101.135 9 .8' -.04 .l1 540U335 0 At MSS 4 d -4.4 .11 94401139 9 ,Al SNOWS 0 At its mums 6 .91 94401339 C 6 -,8 .11 SNOWS 1 .91 544048 0 .9-A .18 44071035 4 .91 80011038 S .6 -A - .91 01011338 9 A - .18 moms a .9 .41 04041038 9 .01 90103 1 ,41-A .41 84401035 C .91 SNOWS 1 ,.2-.9 .11 SNOWS 1..91 SWISS 6 A .11 N011335 t .91 SNOW= ■ .6 -4 - Al 84101839 S .9 -4 - .2-4 - .12 81408333 9 4 ,42 0931039 6 91 9011338 I 9-.a .18 SWIMS 2 .81 040I1033 8 .9-.9 40 5186303 11481344 0000 1 111111 111111,11 111111 ■111 9 .III► _ ! 111111 �IIIi► LII U II I1 i 11 11 II Ij.I 11-11 Lail 1=11 11 1111 '1 140S 33S 831115 44314433 SM313S 044111440 4135 .4/6 X 411 (9) NLM 3115 0443 01 0311315444 I11N /M SN 94 -94/0 3110 HlU9 31414 13315 .1•0 X _4/8 -2 X _8/4 -6 3NNXI4 401 rats 2131N30 ANY 19 0314415114 38 01 83031A 11000 1291011d0 33 011 .4/65 ( N1VA 31014 13315 '440 21 X .6 X .L 801.124 4.13443 t O1 6 'M1I /a 39331S SS3441-031N 8 31900 39AL 1404431844 %1790 L X 6 50000 309990 04002190344 8101 01 94444044400 1443943000443 04001 TON .11/6 'SITS .2 /1 x 41 1 (4) At 031131594 (5305 11108) 01301 1108 3045 03000 0441649 How 'x111 9l' x 0,94/94 moo /8 saol 5445 .8/4 X 410 (4) /M 30N91 mapas 13315 '8100 '440 8t X .8/1-8 X .2 /4 -L SN5 .8/5 X 411 (9) /M 334*91 44311044 0443 1331S '8120 .160' X .6 X .1/1 -4 18 CA. X 2 -1/4" x 2" GM.V. STEEL U.BAR REINFORCING TRUSS O TOP OF PANEL vERTWAL INTERMEDIATE STILES 6/ O TW 9 04 X 8 S AND STILE FOUR 9 1 W/ X 3/4" SELF DRILLING S. (2 ) 18 GA X 2-1/4" X 2" GALV. STEEL MBAR REINFORCpING TR • 00110m OF PANE. INTERMEDIATE STILES 8 /E/gg11EE6O NED 9 14 8 8 8 S.M.S. 9 FOUR 14 X 3/4" SELF DRIWNO S. BOTTOM SEA. .058 ALUM PLATE WITH 1/8" X 1" S.M.S. O 48" 0.0. AND RUBBER WEATHERSTRIPPING 1ST SECTION (80TTOM) REINFORCING OPTIONAL STOP BY DOOR INST STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/18' X 1 -5/8" LAO SCREW (FULLY THREADED) 187t WASHER HEAD TYPE A ONE PER BRACKET 181#811. X 2; 1/4" X 3° GALV. STEEL U.8AR S TAB FASTENED W T14 X I 514.5.. E W/ F• p !R�99 14 2 3/4" SELF DRILLING SCR 2ND SECTION REINFORCING 9.14 x 5/8" 555 8 PER HINGE 1/2" X 1 -3/4" X 18 GA. FORMED STEEL. CLUED TO PANE. AND SECURED TO END STILE WITH 3/18" POP WETS O 12" 0.0. 4-7/6" 8 2-5/8" X 18 GA STEEL LE SOUTHERN PINE 0.59 S.C. 1/2° X 1 -3/4° X 18 CA. TUBE 0 TOP �&EDOM OF EACH PANEL STEEL U. 18REINFORCING 2- 1-1 /4 TRUSS 8 2" GALY. BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W TWO 8 14 X 5/B S.M.S. W/ MR 1S4TIC8 3/4" SELF DRILLING 506. INTERMEDIATE SECTIONS REINFORCING 9 14 X 5/8" S.M.S. 4/ HINGE 1 -3/18° 1.9° X 2.19° X 3.3" X .090" TRACK BRACKETS SEE � 2 FOR SPOONC A. POP RIVETS ir 4iLri 24 CA. STEEL PANEL FLAPS BENT OVER PANEL 1/2° PUNCHED HOLES 0 4" O.C. u. 18 GAM 2 -1/4" X 2° GALV. STEEL U.EINN REINFORCING TRUSS ASTENEED TO YERTICAb INTERMEDIATE TRuSS STILES W/ TWO 9 14 X 5/8 S.M.8. a8//1FOUR 14X 3/4" SETS OVILL60 SCR TOP SECTION REINFORCING 3/4" X 2° X 2 -1/2" X 18 CA STEEL END STILE 2 -1/8" X 1" X 14 GA CALM. STEEL TRACK • TO TRACK PLATES W/ 1 4-20 MS. & 1.09K NUT EDGE DISTANCE 3(8" 0A. PURER -BOLT BY 'P00096 2 MIN. E1080 9410 3000 P9 MIN. CCNC. MIN. EDGE DIS . ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACJINO 3/4" MAX 7/18° PU5HNUT INSTALLED ON ROLLER SHE SECTION 13-8 18 GA. GALV. STEE1. CENTER HINGE INTERIOR SIDE ROLLER HINGE 1.82" 044. ROLLER 0168 JAM) AHAb10 CML FL CA 8 70592 S 142010 END SUE racsucr =own lasszesmouldathe mum >+e / ; • y /f'r7 ✓_� tehet 201 5 ) 2° POP RIVETS 2 -3/4° X 5-1/2" % 3° X 12 GA. GALV. STEEL. TOP ROLLER BRACKET (DOUBLE) FASTENED 8/ (6) 8 14 X 5/8 S.M.S. 14 GA GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKETS/ 5/78-15 X 3/4" HEX HEAD M. & Num HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4° X 15 GA FORMED STEEL GLUED TO PANEL AND FASTENED 70 VERTICAL. SPIES WITH (2) 3/16" POP RIVL'IS 5/16° X 1 -5/8" LAO SCREWS INTO WOOD OR 5/18° SLEEVE ANCHORS V11714 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4-1/4" X 13 GA STEEL PLATES WELDED TO 1 -1/2° X 1 -1 2* X 14 ANGLE WIN (4) 1/4-20 SS. BOLT & NUTS HORIZONTAL REINFORCEMENT 67UED TO PANEL AND FASTENED TOSS VERTCA7 STILES WITH (2) 3/18" POP RIVETS 1.81° DIA X 5' ROLLER SHAFT SECTION A -A OPTIONS& INSUUOIONB: PIXTSIVRENE DENSITY - 1.05 PCF N.O.A. 807- 1107.08 OR 80-25 POLY- BOCYANURATE DENSITY - 2.0 PCF N.O.A. 807 - 0301.10 OR BY 'NSULFOAM RC' DIMITY - 0.92 PCF' 14..0A #07-1016.07 14 (7A. OALV. STEEL RR% (8 14 % 5/8 14IN..024" ROLL FORMED STEEL PANEL DR1NNG OWAUIY 3 -40 MIN. YIELD STRENGTH - 34 K9 WITH PR81ER AND BAKED-ON 001.55TER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 QA GALV. STEEL BOTTOM B / tSj/ 2° X 5 -1/2" X .104" QALV. SAM. W/ 0(4R .114 8 X OR LOW HEADROOM DOOR OPTION C 3 HOR12. TRACK SUPPORT. CENTER SUPPORT REDD. ON DOORS EXAEEDING 8 FT. IN 11 A a A-� HOW. TRACK LENGTH - OPENING HEIGHT PLUS 12" 14 GA GAI.V. STEEL TRACK 2 X 2 X 1/8" NORL2. ANGLE SPOT WELDED TO HORN. TRACK WITH TWO WELDS AT 1 -1/2° APART FIRST AT 3° 0.C. REST AT B° 0.C. CONNECTED TO F1A0 BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO 5PRN0 SFNFT MADE WITH (2) 1/4-20 X 5/8" BOLT -& NUT TRICK 2 -1/8" X 11 L% .080° SECTION A -A DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2140 3R0 4TH 5114 81 02 83 B4 B5 BE e7 88 6' -O" 18" 18" 18" 18° N/A 1° 11 -3/4" 23° 34° 43 58° 67° - 8' -6" 21° 18° 18" 21° N/A 1° 11 -3/4" 23' 34" 45" 56° 67° - 7' -0" 21" 21° 21" 21' N/A 1" 11 -3/4" 23" 34° 48° 55° 67° - 7' -6" 18° 18° 16° 18° 18' 1° 11 -3/4° 23° 34° 45° 55° 57° 78 -1/4° 8' -0" 21° 18" 18° 18° 21' 1" 11 -3/4" 23" 34" 46" 88" 67° 78 -1/4` •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR COORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10. 0.C. 1Ate° x 2.19" N A xBRACK° .090" 2 -3 16' HX3H TO TRACK WITH 1/4" BOLTS & NUTS. • TRACK CONFIGURATION 11 M1 VERTICAL UFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS End A> ,11MO cApE7. /679 Ei$P41-4 2010 PRODUCT MIMED am Raft a a leadfb adds r lr.l .a . c m 0 0 FdroWtrlg n0. 00 -18 (sheet Sot 5 ) • WOOD FRAME BUILd1NGS STUD WALLS 011 DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOUD IK NOT LESS THAN 02X9 PRESSURE TREATED GRAD 2 SYP OR BETTER STUDS. STUD WALLS 10 BE CONT. FR011 FOOTING 10 14E BEAM. EN(ANEER OF REKORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. �0f��ON��� TRACK SFW.4. SE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X9 SYP WOOD'JAMBS W16pi SHALL BE ANCHORED TO GROUTED REINFORCED MORAY &ACK WALL 011 CONC. COLUMN WITH 1/4" ULWUICON BY 'ELCO' WITH SPACING OF 10' O.C. Ift0 BLOCK 8A.L, MOH 2 -1 4" MN. EMBED r 0p.,C, DITO 300D PSI CONCRETE, RSV 1-3/4' MN. EMBED 2 -1/2' 1104. EDGE DISTANCE 1/4' TAPPER BY 'PERM' WITH SPACING OF B' 0.0 INTO 3000 � SCONCRETE. -848844 MIN. EMBED 3' *14. EDGE CSTAFNE 3/B' COPIPLEX BY 'ELCO' OR 3 LETT BY VTW' WITH SPACING OF 18 0.0. INTO 3000 PSI CONCRETE. WITH 2 -1 /2' MIN. EMBED 3' ION. EDGE owe= 3/5' HLC CIE BY 'HILT' WITH SPACING OF B" 0.C. INTO 8LOCK WAL, WITH 1 -1/4' 10N. EMBED. 4' ANN. EDGE CST. 9' O.C. INTO 3000 PSI COQ WITH 1 -1/4' MN. EMBED AND 2 -1/2' NM. EDGE DISTANCE THf� CELLS TE� GRC417 FILLED AND OWITH WALL EXTENDING F INTO SEMIS ALL BARS SHALL BE CONTINUOUS FROM 11E BEAMS TO FOOTING. PREPARAT1Oa,2E JAMBS BY OTHERS 5/19' X 1 -5 B' TAG AT 8'O.C. STEEL STRICTURE BY OTHERS MUST SUPPORT'TFE LOADS IMPOSED BY DOOR SYSTEM 5/16' OM. 03L1S WffH WASHER & NUT AT 12' 0.0. MAX. 00817. • STEEL 2-1/2" AM x 14 OA 12 CONT. GALV. A��C FLAT BRACKETS 33' LONG AT 12" 0.0. N DOOR OPNO. AT 18' 0.C. ABOVE DOOR OPND. IN/ (3) SPOT WELDS AT EACH 8B EDGE CONCRETE re a 3000 PSI MN. C -110 GROUT FILLED BLOCK fm a 2000 PSI MIN. FP. STEEL 1' OAL TRACK PLATES TO W a 1/4 -20 TRUSS HD. M.5. & NUT ALIEBNAILIINCLINSIALLAMI Enen .gWMORO F C.AN0. MN 22010 e 4 1 (Meat 40T 5 ) ANCHOR SPACING STRUCTURE DAMN SPACING EDGE MST, NEVIIrriCRNAI CONC. 1321/6MINI 3" �s1� i.f[ 3i 4111 � 'i311111109.641tr1ii 1.'E74 EllYi., -1 r IECITLiillUiiRA EDGE CONCRETE re a 3000 PSI MN. C -110 GROUT FILLED BLOCK fm a 2000 PSI MIN. FP. STEEL 1' OAL TRACK PLATES TO W a 1/4 -20 TRUSS HD. M.5. & NUT ALIEBNAILIINCLINSIALLAMI Enen .gWMORO F C.AN0. MN 22010 e 4 1 (Meat 40T 5 ) DOOR PANEL 24 GA (.024) STEEL MIN. 7/18° OM. WASHER 1,11 nn 111 18 8 3/4° SUS 0 3/8° FROM ENDS AND 7° O.C. MAIL (4) 18 X 3/4° SMS 0 1 -3/8° FROM END8 AND 8-1/2. 0.C. MAX. .175 .002 DEEP GROOVE 1/4° POLYCAR80NATE I.EXAN BY �S 08 NT PLASTICS 21 3/4° MAX. WOW. WMRH 18 1/8° MAX. *PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE %Pi 1.769 1.729 1.144 .176 * EXTERIOR FRA6IE RIGID PVC ONE PIECE OWECIIGN RIGID PVC ONE PIECE INJECTION 18 X 3/4° SMS 0 3 /8° FROM ENDS AR0 4-1/2°04. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS DOOR PANEL 24 0A. (.024) STEEI. MIN. Nov: JAWS AHMWI 4917E NAnN.'UW S b42010 IRODUCTIUMOID sgaresessiffhtbsElselots Pds / / t1tK (sheet 5of ,5 ) Florida Building Code Garage Door Windload Design Pressures Report # DPR- 111128 -B-01 Page 1 of 2 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -05), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Michael Strauss 1251 NE 94 St. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size 16' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 72' 0" Measurement of Nearest Garage Door Opening to Building Corner:3' 0" Positive Design Load +40 PSF (see page 2) Negative Design Load: -45 PSF (see page 2) The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 84A/94W8, 16'2" x 7'0 ", Approval # 11- 0217.01, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF. Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 16'2" x 7'0 ", Approval # 08- 0402.12 , Dwg # 101488, Windload Capacity +46.6/ -52 PSF. Clopay Model Coachman W8, 16'2" x 7'O ", Approval # 08- 0107.05, Dwg # 103560, Windload Capacity: +46.6/ -52 PSF. Clopay Model H300/H301/H310/H400/H401 W8, 16'2" x 7'0 ", Approval # 08- 0402.12 , Dwg # 101488, Windload Capacity: +46.6/ -52 PSF. Clopay Model Gallery Pan W8, 16'2" x 7'0 ", Approval # 08- 0610.06, Dwg # 104067, Windload Capacity: +46.6/ -52 PSF. Clopay Model Gallery EPS W8, 16'2" x 7'0 ", Approval # 08- 0701.01, Dwg # 104038, Windload Capacity: +46.6/ -52 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for windbome debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Florii• - - . icense No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 11/28/2011 Florida Building Code Garage Door Windload Design Pressures Report # DPR- 111128 -B-01 Page 2 of 2 - Retrofit Calculations for the Designated Door for Michael Strauss NOA and Site Specifics and Components 1. Miami -Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1619). 3. Mean Roof Height = Less than 15' 4. Building plan and front elevation indicating the designated retrofit door opening: 7 12' 72' 1 16' x 7' 1 i--- 3'-- -1 G6' Plan Elevation Design per SEI /ASCE 7 -05 1. Basic wind speed, V = 146 mph, at sea level (Fig. 6 -1), Kd = 0.85 (Section 6.5.4). 2. Importance factor, 1 = 1 (Section 6.5.5, Table 6-1). 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height (Table 6-3). 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 6.5.7). 5. Enclosure classification is "enclosed building" (Section 6.5.9). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Fig. 6-5). 7. Extemal pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first extemal pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the comer of the building (also Galled the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 6 -11A. For the subject building, the Zone 5 region is defined as 0.4 multiplied by the mean roof height, or (0.4) *(15' 0 ") = 6 ft. Since the garage door opening is located 3' 0" from the comer, this means that 3 ft. of the door is within Zone 5, and 13 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 6.2 of SEI /ASCE 7- 05 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be Tess than one -third the span length'). In other words: (Door Width)(Door Width/3) = The area 'A' = 85.33 sq. ft. +GCp = 1.1766 - 0.1766 * log(A) = 0.8356. -GCp (zone 4) = - 1.2766 + 0.1766 *log(A) = - 0.9356. -GCp (zone 5) = - 1.7532 + 0.3532 *log(A) = - 1.0711. 8. Velocity pressure qz = .00256 *Kz *Kzt *Kd *V2 *l in lb/ft2 (psf) per Section 6.5.10. qz = (0.00256) *(0.848884152077903) *(1) *(0.85) *(146 ^2) *(1) = 39.37 PSF 9. Design pressure, p = qz *(GCp - GCpi). Positive design pressure: p = (39.37) *(0.8356 + 0.18) = 39.99 PSF. Negative design pressure for Zone 4: p = (39.37) *( - 0.9356 - 0.18) = -43.92 PSF. Negative design pressure for Zone 5: p = (39.37) *( - 1.0711 - 0.18) = -49.26 PSF. Since 81% of the door is in Zone 4, and 19% of the door is in Zone 5, the weighted average is: (- 43.92) *(81 %) + (- 49.26) *(19 %) = -44.93 PSF. Rounding up o en:: -st tenth, the final design loads are: +40 PSF and -45 PSF. Sco Flori •`- ' . icense No. 6.3286 8585 Duke Blvd. 11/28/2011