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WS-16-486 l can t NO .W - I"6 Miami Shores Village j?k�;M Permit nC�pWS;)' u[terS, 10050 N.E.2nd Avenue NE ... �n. 1+Uerk �asifitRe#lap �r Miami Shores,FL 3313&0000 Pemw�tuse,APP ROVED hvae Phone: (305)795-2204 �CORIDP' _. 41Q�I Expiration: 1012312 16 Project Address Parcel Number Applicant 10317 NE 2 Avenue 1121360130380 JOSE LUIS&MARICARMEN SAI Miami Shores, FL 33138-2056 Block: Lot: Owner Information Address Phone Cell JOSE LUIS&MARICARMEN SANCHEZ 10317 NE 2 Avenue (786)717-6690 MIAMI SHORES FL 33138- 10317 NE 2 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation:: $ 1,500.00 TORAL ONE GARAGE DOOR SERVICI (305)321-4319 Total Sq Feet: 0 Type of Work:REPLACE GARAGE DOOR. Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-2-16-58773 $2.00 02/22/2016 Credit Card $50.00 $81.20 DCA Fee $2.00 Education Surcharge $0.40 04/26/2016 Cash $81.20 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $131.20 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 i ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fu ore,I t o -named contractor to do the work stated. April 26, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 26,2016 1 Miami Shores Village R � 9 .t a E Building Department 71BRY: E 22 ?o1s F i 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 <� l� Tel:(305)795-2204 Fax:(305)756-8972 J INSPECTION LINE PHONE NUMBER.(305)762-4949 �( F,B/�C 20 l`i BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. []BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I® , �j V C City: Miami Shores County: Miami Dade Zip: 331 38 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:s*} FFE:Q OWNER:Name(Fee Simple Titleholder): ins(—_ l f- Phone#-D 86 Qcl Address: t 03 D ti C 2 n ll � City: \C e hd f c State: L" C7 6 1 c\ Zip:—1 Tenant/Lessee Name: Phone#: Email: �q CONTRACTOR:Company Name: T®23� &M C ep� `C-' feel Q N�P_ Phone#:�� ;3Q 1—'4 3 1"1 Address: City: State: 1 (� f 60 -3 i Qualifier Name: Fe k_ I c cam ® Ic)' l Phone#: !�2 3 9- State Certification or Registration#:j �:t _ 6 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: j value of Work for this Permit:$^��® C Square/Linear Footage of Work: Type of Work: ❑ eAdddition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: \°C f aC e-- C�O YC�,C a t'�Ck�)� Specify color of color thru tile: Submittal Fee$ —Cy'-3 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ mm Radon Fee$ DBPR$ Notary$ • (' Technology Fee$ P " Go Training/Education Fee$ �4 0 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement 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. r Signature Signat OWNER or AGENT CONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrumentwasacknowledged before me this day of ,X- 20 /Z , by _day of�T, ,20 J by who is known to m/ 1G7Z who is personally known to me or who has produced as me or who has produced �/ C�I�J��as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBUC: Si Sig Print: Print: Seal: E,00:v:o. Notary Public State of Florida Seal: 10 Poo Notary Publ'a State of Florida IN Joanna M Feliciano s�' ° Joanna M Feliciano My Commission FF 092)53 y fMy Commission FF 082753 Expires 01/1=x019 OF 9V Expires 0 111 V201 8 **************************** **** * ******* ******************* * ****************************************** Gv APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Municipal Contractor's Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY M C CC NO: 14BS00456 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES TORAL ONE GARAGE DOOR SERVICE INC 14060 SW 160TH TER �asoos5 (SEPTEMBER 30, 2016 MIAMI, FL 33177-1908 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS PAYMENT RECEIVED TORAL ONE GARAGE DOOR SERVICE INC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O TORAL, FELIX 37.50 02/18/2016 0226-16-001704 Restricted to City of Miami Shores MqIAryM�I.D-=A-E For more information,visit www.miamidadee. ov/taxcotlector ,1•.ANY Local Business Tax Fecei Pt Miami-Dade County, State of Florida THIS IS NOT A BILL DO NOT PAY \� LB 7197683 BUSINESS NAM E/LOCATION RECEIPT NO EXPIRES TORAL ONE GARAGE DOOR NEW BUSINESS SEPTEMBER 30, 2016 SERVICE INC 7480063 Must be displayed at place of business 14060 SW 160TH TER Pursuant to County Code MIAMI, FL 33177-1908 Chapter BA Art.9& 10 OWNER SEC. TYPE OF BUSINESS PAYM ENT ECEIVED TORAL ONE GARAGE DOOR 196 SPECIALTY BUILDING BY TAX COLLECTOR SERVICE INC CONTRACTOR min TnRAI FFI Ix 75.00 02/18/2016 Worker(s) 1 14BS00456 0226-16-001704 This Local Business Tax Fleceipt only con^rims payment of the Local Business Tax.The Plecei pt is not a license, permit,or a certi"cation of the holder's quali"cations,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requi rements which apply to the business. The FEM PT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276. MIAMIDADEM For more i nformati on,vi sit www mi arri dade.gov/taxcol I ector 27M11 NNW TBoard QQulifYinQ COMTENCY ConstructionTrades a TIFICATEaPE BUSINESS CER 4,, S00456 e GARAGE DOOR SERVICE INC TOS aa4.ON'- P.B.A.: � lCounty � 7ERARpp ter 10 of Miami Daae ..,1 TORAL FELIX of Chap_ if Is certified under the provisions . V01— ACRD CERTIFICATE OF LIABILITY INSURANCE 0ATE(MMIDD/YYYY) 02/17/2016 +THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marc Penenori NAME: Mendez M Insurance Agency Inc. (A/C"N �: (305)278-2886 ��No): (305)278-2261 E-MAIL 11655 South Dixie Highway �pD��g,�mike@mendezminsurance.com — -- - Pinecrest,FL 33156 INSURER(S)AFFORDING COVERAGENAI_C_#- Phone (305)278-2886 Fax (305)278-2261 INSURER A:_ Covington Specialty Insurance Company - - 13027 INSURED INSURER B Total One Garage Door Service Inc INSURER C: 14070 SW 160TH Terrace INSURER D Miami,FL 33177 INSURER E -- -- -- ---- -- ---- -- -- � --_ .-- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR N POLICY NUMBER MMIDD MM/DD Q COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE __, $ 1,000,000.00 ❑ CLAIMS-MADE ❑ OCCUR DAMAE TO RENTED PREMISES(Ea occurrence) _; $ 100,000.00 ❑ MED FRCP(Any one person) $ 5,000.00 A ❑ VBA32048400 08/13/201508/13/2016 PERSONALBADVINJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ POLICY ❑ JEST ❑ LOC PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ OTHER I $ - ---- - -' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED ❑ AUTOS ❑ AUTOS BODILY INJURY(Per accident $ NON-OWNEDPROPER --- -- - - - - - ❑ HIRED AUTOS ❑ AUTOS TY DAMAGE $ ❑ ❑ Per adent ❑ UMBRELLA LIAR I �- -- ----t - - - - - ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE --- AGGREGATE-- - - $ - - ❑ DED ❑ RETENTION$ i$ WORKERS COMPENSATION — --- _r * - - �❑STATUTE ❑ERH AND EMPLOYERS'LIABILITY Y I N (MandatoOFFICERry yMMBE,EXCLUDED? NIA E.L.DISEASE•EA EMPLOYE $ ANY PROPRIETOR/PARTNER/EXECUTIV� I E.L.EACH ACCIDENT Mandator in NH If es,describe under � � -- $-- - - i DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) INSTALLATION OF GARAGE DOOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE Maria C.Mendez,Agent ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01)QF The ACORD name and logo are registered marks of ACORD 2/2212016 Report Viewer 19E A v - JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 10/6/2014 EXPIRATION DATE: 10/5/2016 PERSON: TORAL FELIX FEIN: 471450379 BUSINESS NAME AND ADDRESS: TORAL ONE GARAGE DOOR SERVICES INC 14070 SW 160 TR MIAMI FL 33177 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION ME to Cttaears scoperc!cadn named m tle rcAice a ceUfiaihe ro lagx meets Ute regWremer�duds secUm fa iss�tce de cerUficaha Tha departrnent ateU ratrdce a DFSF2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(&W)413-1609 htW/apps8.fldfs.com/Crreportviewer/reportViewer.aspx?data=kdvpginc9D7Q3gH6TER6ePIMZ°/a2FSz5bXKYtBxkrekeESoPVy1v4N POPN42XeirDRGXVW... 1/2 S THIS JOB AT TIME 0 i > F 77TIN !J`\ n. C � FEB 2 2 2016 d3' � 6 BY: B . T Z-A '1 MIAMI.DADE f�r111J41 .Y_IAMI-DAD.^+,COUNTY PRODUCT CONTROL SECTION l 1805 FYI 26 Street,Rood 208 DEPARTM ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) "4;,-Ti,Florida 331 130ARD AND CODE ADMINISTRATION DIVISION T(786)31i-')1Q0 F(796)315-2599 NOTICE OF ACCEPTANCE (NOA) ww,1.m`Rmidade cw/e^cnomv Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP'T'ION: 2"EPS Insulated Steel Sectional Garage Door up to T-0"Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703,titled"HDG/HDGL, 66/68,4300/01, 4310/67/1IDGL, 4400/01,H Models", sheet 1 of 1,dated 11/19/1996,with revision 7 dated 2/2015, prepared by Clopay Building Products Company,signed and scaled by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision 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: A permanent label with the manufacturer's name or logo,manufacturing address,model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surflace of a panel. 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 hate may be displayed in advertising literature. If any portion of the NOA is displayed, then it sha4be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 12-0710.06 and consists of this page l and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0225.06 MIAMi•DADE COUNTY Expiration Date: September 20,2017 ' ' Approval batt:May 7,2015 04�2g���ls Page 1 0 Clovay Building Products Company NOTICE OF ACCEPTANCE.,: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101703,titled"HDG/HDGL, 66/68, 4300/01,4310/67/I-JP(-,7, 4400/01,H Models",sheet 1 of 1,dated 11/19/1996,with revision 7 dated 2/2015,prepa-ed by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.L. B. TESTS "Submitted under NOA #09-0929.10" 1. Test report on Forced Entry Test,per FBC,TAS 202-94,prepared by American Test Lab, Inc., Test Report No. ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by David W. Johnson,P.E. "Submitted under NOA #07-080714" 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FISC TAS 202, 2)Large Missile Impact Test,per FBC TAS 201, 3)Cyclic Wind Pressure Test,Loading per FBC TAS 203, along with marked-up drawings,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0823.01-06,dated 12/18/2006,signed and sealed by David W. Johnson,P.E. C. CALCULATIONS "Submitted under NOA # 07-0807..74" 1. Anchoring calculations,prepared by Clopay Building Products Company, dated 07/30/2007, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA #07-0807.14" 1. Tensile Test,per ASTM E8,Reports No.HETI-06-T604/605/606,prepared by Hurricane Engineering&Testing, Inc., dated 09/22/2006,signed and sealed by Rafael I;.Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test,per ASTM B 117,Report No.30160-04-63365, prepared by Stork Twin City Testing Corporation,dated 01/26/2005,signed by John D.Lee, P.E. 3. Ignition Properties of Plastics Test,per ASTM D1929,Report No.3082959-500, prepared by Intertek Testing Services NA, Inc., dated 09/16/2005,signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No.3094867SAT-001,dated 04/13/2006,prepared by Intertek Testing Services,NA,Inc.,signed by Javier Trevino and Anthony Penaloza, F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5"edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay Building Products Company,dated 07/06/2012,signed and sealed by Scott Hamilton,P.E. "Submitted tinder NDA #12-0710.06" CA,�03 alra,P.E. Product Control Examiner NOA No.15-0225.06 Expiration Date:September 20,2017 Approval Date:May 7,2015 F,-1 s 0 . , s$ � �RmmRS'•�c (n � � bye o5 5 8B 8 Lff eg _ a Tcgs 3 �;, dig c aY1i x'e✓ 'It it n .g om - - �Qtim Qa.r c� of 5 gS <$ n 6y P #gym a -- Z Q b 3gW Ne! Q ' 'gid co 0-9 it c7 ;12 8 ^ c 09 g.a ��� x " ro- �R�Q�� 1,4 - •Wz i cr I--- 000 got w ANN, i � � g �� lilts gj �.\ c m '�' g W f Ito \ *J n 3 Y a A f `� �Y• E gigue g LZ �m 'a$ ®a j pN m o xo 4 V 021 G pis¢ 5c � '1�.y -o �F2S4 �A 3UT.id �h PlaNv�<83 3a` r•, ti. Zen cy KT t:. Dig J�itORY+YDF W ,_ - -- f_i 14y�3 CSS✓s C' O L U= F----,D-.91 1HOt3H aOGp'nm 9 % Florida Building Code Garage Door Windload Design Pressures Report#DPR-160415-B-01 Page 2 of 2-,Retrofit Calculations for the Designated Door for Jose Luis Sanchez NOA and Site Specifics and Components 1. Miami-Dade County, coastal region,flat terrain, no escarpment. 2. Existing building,enclosed structure, Exposure C(FBC 1620). 3. Mean Roof Height= 165" 4. Building plan and front elevation indicating the designated retrofit door opening: m � _ r s 7 1 Plan Elevation Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN 1. Ultimate wind speed,V ult= 175 mph,at sea level(Fig.26.5-1), Kd=0.85(Table 26.6.1). 2. Nominal wind speed,V asd= 135.5 mph(Table 1609.3.1). 3. / Exposure category=Exposure C;velocity pressure coefficient Kz=0.85 for 165"mean roof height(Table 27.3-1). 4. Topographical factor not applicable. Flat terrain,no escarpments, Kzt= 1 (Section 26.8). 5. Enclosure classification is"enclosed building"(Section 26.10). 6. Internal pressure coefficient, GCpi=+/-0.18(Table 26.11-1). 7. External pressure coefficient, GCp:There are three external pressure coefficients, GCp,for components and cladding and therefore garage doors. The first external 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 corner of the building(also called 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 30.4-1. For the subject building,the Zone 5 region is defined as 10%of the minimum building dimension,or(0.10)'(44'9")=4.48 ft. Since the garage door opening is located 1'"from the corner,this means that 3.48 ft.of the door is within Zone 5, and 4.52 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 26.2 of SEI/ASCE 7-10('For components and cladding,the effective wind area is the span length multiplied by an effective width that need not be less than one-third the span length'). In other words: (Door Width)(Door Width/3)_ The area'A'=21.33 sq.ft. +GCp= 1.1766-0.1766*log(A) =0.9419. -GCp(zone 4)= -1.2766+0.1766*log(A) =-1.0419. -GCp(zone 5)= -1.7532+0.3532*log(A) =-1.2838. 8. Velocity pressure qz= .00256*Kz*Kzt*Kd*V asd2 in Ib/ft2(psf)per Section 30.3.2. qz=(0.00256)*(0.853794839276319)*(1)*(0.85)*(135.5^2)=34.11 PSF 9. Design pressure, p=qz*(GCp-GCpi). Positive design pressure: p=(34.11)*(0.9419+0.18)=38.27 PSF. Negative design pressure for Zone 4: p=(34.11)*(-1.0419-0.18) =-41.68 PSF. Negative design pressure for�gnq P;p;(34.11)*-1.283 •-0.18)=-49.93 PSF. ���'���� �►t�tf�i • t or ie i;Zene 5,the weighted average is:,,�G�(C•HAt{�/ �� Since 57%of the door is in Zone 4, and 43%o the oSo � '� ° 41.68 *57% + 49.93*(4Q°° -•V• •`• i 699 •• �•� GJ 'tier' `S'�`••.��'' Rounding up to the nearest tenth,the final design loads are:+38.3 PSF and-45. SF. ft ;• No 3 86 .• Scak-Harnilon, P.E ••• 1• ••• ••• Florida P�E*License 86 STATE OF :�I✓` 0-0 8585 Duke Blvd. r°�,��•TL O R`O P•:��,.'` Mason, OH 45040 °�'S '•••••••' •����� •i• i i i i •i x51,3)774800 0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4/15/2016 • 1 Florida Building Code Garage Door Windload Design Pressures Report#DPR-160415-B-01 -e 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 7-10), Section 1620 for"components and cladding" (Exposure C), 175 mph ultimate wind speed for Miami-Dade County. Address: Jose Luis Sanchez 10317 NE 2 Ave. Miami Shores, FL 33138, Miami-Dade County Garage Opening Size:8'"x 7' 11 Mean Roof Height: 165" Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 449" Measurement of Nearest Garage Door Opening to Building Corner: 1' " Positive Design Load:+38.3 PSF(see page 2) Negative Design Load: -45.3 PSF(see page 2) The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94W7, 8'0"x 7"', Approval# 15-0225.16, Dwg# 101702, Windload Capacity: +42/48 PSF. Clopay Model 4300/4301/4310/4400/4401/HDG/HDGLW8,8'0"x 7"',Approval#15-0225.06,Dwg#101703,Windload Capacity:+48/-60 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 5th Ed Florida Building Code (2014)for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load combinations. No further load reduction factors are permitted. 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. 1111111,1111 E N•S�;• •r +'••• ••• • • i• • •'j •• • • No V3Q86• r; • . • ." • • • • • �, w. • F lU Scott Hamilton, .E P'.�"' ���: Florida P.E. License No. 63286 '��MS'S ••••. •e�'yy��� ••� 8585 Duke Blvd. •13�f�bN�p�.E��� • • Mason, OH 45040 (513) 770-4800 .•. • ... . • • • • • • • • • • 4/15/2016 ••• • •.• • •