The URL can be used to link to this page

WS-14-1022Miami Shores Village Building Department IU 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION MAY It, ars BY: FBC 20 (CD Master Permit No. 1 (''�� Sub Permit No � S ` �� CRA ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS [—]CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: City Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): „ �I�� Phone#: 3`': Address: q'"�7' '�57 t4\Aj l'& CA City: JjL 5ZCS State: '"r7- Zip: Tenant/Lessee Name: Phone#: Email: / 'i _ GynoLd - m"e. CONTRACTOR: Company Name: Address: -1 S4-) 1 Y�- Zip: City: State: Qualifier Name: C Phone#:��C�• State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �- City: State: Zip: Value of Work for this Permit: $ O 0 Square/Linear Footage of Work 4;=4 Type of Work: ❑ Addition ❑ Alteration • ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 on 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 ap ro and areinspion fee will be charged. 111� Z/� Signature / Signatu V The foregoing instrument was acknowledged before me this ff day of 201 , by VA(" -A C-416 IAkh0-4 who is personally known tome or who has produced As identification and who did take an oath. 0jldl Srrii/J��//, NOTARY PUBLIC: Sign: •`�� \� ��®� v Print: �- My Commission Expires: //��rr/IIII111111aV`�°° Contractor The foregoingt instrumen was acknowledged before me this_ day of ^1,50 ,20�,by8 � ° l" -D who is personally known to me or who has produced"D cGrrm .L- as identification and who an oath. NOTARY PUBLIC: S/a,�� Sign: _ Print: My CI ""I1111Un�•- �k�k�k�k�k�kok*&ffi�kffi�k�k�k*>K�k�k*&�kffi�k>k�k*�k�k>K�k�k�k&M�*�k7�k�k�k>lt*ak�k�F*�k�k�k�k**>k*�k�kak�k�k�k�k�k>Kik*�kffi*�k>K�k�k�k�k*�k�k�k+k*�ktltakN�ffi8t&&ffiffi*ffi>k�k�k�k>k>k�k>k�k�k>k*�k APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Clerk 05/1912014 10:55 305-485-0633 Raysa Alvarez Page 1/1 F CERTIFICATE OF LIABILITY INSURANCE DATE05/19Dn�vvv) TYPE OF INSURANCE 105/19/14 THIS CERTIFICATE IS ISSUED ASA 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 policyges) 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 Sardys Group Corporation 10126 W. Flagler St. CONTACT NAME: PHONE, (305)485-0116 FAx No ; (305)485-0633 EMAIL sardy@bensoutli.net Miami, FL 33174 Phone (305) 485-0116 Fax (305) 485-0633 INSURERS AFFORDING COVERAGE NAIC $ INSURERA: Granada Insurance Co. INSURED INSURER B : G & G Garage Door Corp. INSURER C : INSURERD : 7321 SW 142 Ave INSURER E : Miami, FL 33183- (305) 383-2948 INSURER F: 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 LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICYEFF MMIDD LIMITS GENERAL LIABILITY Q COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCOJR 0185FL00031300 11/082013 IMMID EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO R100,000.00 REMISES Ea occurrence $A MED EXP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- ❑ LOC PRODUCTS - COMP/OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED SCHEDULED AUTOS AUTOS ❑ F-1HIRED AUTOS NON -OWNED ❑ AUTOS El❑ COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident $ PROPERTY DAMAGE $ Per accident ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAR ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ El DED 0 RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I NEl ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? F-1 (Mandatory be under It yes, describder DESCRIPTION OF OPERATIONS below $ WC STATU- OTH- ER E.L. EACH ACCIDENT $ E.L. E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Garage Door Installation & repair r_FRTIFICATF unl n=o Miami Shores Village 10050 Ne 2nd Ave Miami Shores, FI 33138 Fax#305-756-8972 ACORD 25 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD u 003244, . . . . . . . . . . . U& I BusinessTax Receipt M.ia*tni=Ded6-CbLinty,-$tate.of PloAda 1615 NOTA BILL DO NOT PAY 5663538 "BOMMESS -RECROWNd EXPIRES: GAG"GARAGI '.REIV EWAL'. *PTEM13'Ell- I AM - M 440k, VE 4027919 st be ,M Ilusi Ch!*SA 10 all i SEC. �VPE Op usawsb V G,&TGARAGf DOOR CORP - 196 SPECIALTY BUlLDlNMWNTRAWO.q.lpAyM wo 43Y 701M 043SD,07 rke r(s) 75 .. plerlok"Or 'ic I for MAv ipAj to lbl b far Mwe hfuromilod'iftit am JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION Page 1 of 1 * * 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: 1/16/2014 PERSON: DUENAS FEIN: 201249131 BUSINESS NAME AND ADDRESS: G & G GARAGE DOOR CORP EXPIRATION DATE: 1/16/2016 MARCIO 7321 SW 142 AVE MIAMI FL 33183 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and ce(tificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on'th@ notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)113-1609 https:Happs8.fldfs.com/aspnet_client/system_web/4 0_30319/crystalreportviewersl2/js/dhtml.lib/ima... 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: 1/24/2014 EXPIRATION DATE: 1/24/2016 PERSON: DUENAS DANIEL FEIN: 201249131 BUSINESS NAME AND ADDRESS: G & G GARAGE DOOR CORP 1020 MERIDIAN AVE # 306 MIAMI BEACH FL 33139 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certficate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 CTQB Construction Trades Qualifying Board SINESS CERTIFICATE OF COMPETENCY Is certified under the Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY CC NO: 048500867 BUSINESS DOOR CORP " RECEIPT I N EXPIRES 7321 SW 142 AVE NEUt►BUSINESS SEPTEMBER 30, 2014 MIAMI, FL 33183 7439564 Must be displayed at place of business Pursuant to County Code Chapter 8A —Art. 9 & 10 OWNER TYPE OF BUSINESS G & G GARAGE DOOR CORP SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 175.00 10/17/2013 0226-14-000145 rt® For more information, visitwww.miamidade ®evltaYcollector (i COUNTY DEPARTMENT OF REGULA7. BOARD AND CODE ADMINI! NOTICE OF ACCE 0 1, F 1715 DF -PT � 'MIIJI-CT To COMPLIANCE WITH ALL FEDERAL �ORY AND ECONOMIC RESOURCES (RER) Tk/4,T10Nrb"16XnMFS AMD REGULATIONS [022-. MIAMI-DADE COUNTY 'RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy "1 '7 m Clopay Building Products Company K g 8585 Duke Boulevard S, Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and re if construction materials. The documentation submitted has been reviewed and accepted -Product Control Section to be used in Miami Dade County and other areas where allowed by the Hav Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -D 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. DESCRIPTION: 2" EPS Ins. Steel Sectional Garage Door up to 9'-0" Wide w/ Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 6 dated 7/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 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 surface 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. ..... TEA W.ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, 1pe, an;/or7anufacture of the product or process. Misuse of this NOA as an endorsement of any product, for a 0 oth salet:ddiltising or any er purposes shall automatically terminate this NOA. Failure to comply with any section of 00 this NQA shall b;Sjus00Aor termination and removal of NOA. 0 Aq'k%RTISEMrkNQ The NOA number preceded by the words Miami -Dade County, Florida, and followed by the exp6ion6te n;614displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done see*** in itp,%tiaty. e .... 4, INS1'EC`I`ION:*A 1:8py of this entire NOA shall be provided to the user by the manufacturer or its distributors and 0 4 shall be available to; 1; ection at the job site at the request of the Building Official. 0 0 kA # 12-0125.04 and consists of this page I and evidence page E-1, as well as approval @:sees do4i4t men49iRe*J`rbove. TlfessvMlitted documentation was reviewed by Carlos M. Utrera, P.E. CIAMMM NOA No, 12-0710,06 M-DADE COUNTY 4 MMI Expiration Date: September 20, 2017 Approval Date: October 4, 2012 Page 1 Cloyav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 6 dated 7/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. 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 # 07-0807.14" 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC 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 # 07-0807.14" 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 E. Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B117, 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. Sujd8v 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 . e NA, Inc., signed by Javier Trevino and Anthony Penaloza. Sege ge .. e ; F. • e . eStAT NTS • 64:80 �,� y tate ent letter of code conformance to 2010 FBC no financial interest, . • � • • m. t, issued by Clopay • • • e • g e B'ltlhKng Products Company, dated 07/06/2012, signed and sealed by Scott Ha ilton, P.E. SSSS.. .. • g e � S SSSS.. • ... a .. ME7-74O/Z • • •Seg •goose Sge0 • Carlos M. Utrera, P.E. 00000 e g Product Control Examiner NOA No. 12-0710,06 Expiration Date: September 20, 2017 Approval Date: October 4, 2012 E-1 • • •e• • . At •e• . . . . . . . . . . • ELLE... .-- CLOPAYMODELS 4300. 4301, 4310. 4400, 4401, HOG. HDGL CLOPAY MODELS H400. H401. H300. H301. H310 HOLMES MODELS 66. 67, 66, 6200146201. 6303 I 13F • • e 2' . �• D.ye• GAi rwe� �u 000g sm° v r -L-LOC Y Mor vam[[ Ixi� • 000 OU1EACH ARE LOG N THE TO AND BDRO• • OF EACHXT EACH LDG11•L. • • • • • • • -,Y,A & OP= : OE BIR OF dV=-RESSlANE 4400. H A HALAL IN [@tea HOP SECIAY vsmw -T-TOP SECTKOT AT, 08 NEAT-mHE E ill i MID C/WAtG SRE B 4401 40 MIA • mea•v K2n�r0 a ��f • 9'0' TO 10.6' 6 4301 1 BB 6201 27 GA. MW. SKN• FUtSFi PANEL 30'9' TO 12'3' 7 4110 F310 HDGL. 67 620] _ COR[ PMOOH DroN SnES). SEE % IAYWT OF FART CORK POR MUeS. of MtDTH . g• -g• -1 WSW flLVATAFI � tRw�nL a¢ WP.P UwK a pa fAG ?mE 6 8141 aRx EM wmE KKMIYE Ema � w KRme KRCIc FAa1 tFOL SECTION 6-8 QFTA3-'Q: �We]IRIS TACK( PF ANE FTM YROFA SE LEK Y FM432r TAM C k C AD/n. TRACK CONFIGURATIONNOFUZONTAL TAO( 'ryOWORT BY DOOR NSTALLER (m SUR). ,K lCENYOK HANG PEWLAED mR Dwas KWER e• 1FGx. „VERTICAL TRACK WARBD TO RAG MM0QJ aw (1) 1/6'4/4' GRRAOE SALT. GLV. STEEL FUG BRACKET. EACH FASN,= TO Jam W11H (3) 1/It{1t-,/2• WOOD IAS sMDm. I `vmm TRACK ATTACHED TO HORRCNTA g TRACK WRH D0 1/4•d/.• TPACA BOLTS. y 2• GAVE STEEL Twort. g YM= ROM ES. OA80'. l LHR TOP BRACKET TRACK HOR AL WF _ I I'1(S' ldR TYP. 2-1/2-.t2 GA. CAW. STEEL TRACK BRACKET. 1 TRACK BRACKETS PER SDE (UP TO W IGH). S) TRUCK BRACKETS PER SDE (UP m 10' IO2iJ. I I 1 7a°F. Mt. � V -w KWA WW R•m 1 16.0. 1D SECTION (t . ]/4' PRB WEAR �v5. TABLE 1 TABLE 2 MAX SECTION HEIGHT. 21' I 13F SrDE (rnm MM* aFwwq�.7..p RFt1b11E6 t7uN6 (6) TRACK BRACKETS PTRAM BUCKETS PER SAE lUr' TO 18' HIGH). CbdR t��ro .V. ��7 PREPARATION OF JAMBS BY OTHERS BET THE HE PONS OF THE MIRPOTHEPRRrm sTOL OFR ELEMENTS THE THE of THE p07 BIDES r INT HE LOA RE OfA� 6�. � �&ALdNS (ggCqel61 ARD 2010 FRC. CODES FOR ME toaos LISTED ON 7105 RPAAwG Em Sty �A 80.T� 11rYy11Jy/ �"0Fa90L. - DOOR HEIGHT SECTIONS MODELw moom 4300 H300 HOG 8200 LESC3aP1AN 27 rA AM EXTERIOR SNOtSIORTRAISED PANEL LIP TO 7.0• 9 4400. H A 24 GA MML DMIWR SKw; SHORT RAGED PANEL 7'3' TO 8'9' 5 4401 40 MIA . ION. FXTQ80R • FLUSH PANk7, 9'0' TO 10.6' 6 4301 1 BB 6201 27 GA. MW. SKN• FUtSFi PANEL 30'9' TO 12'3' 7 4110 F310 HDGL. 67 620] 27 G& SOH. EXTERIOR $04 IFOE RASED PANEL 12'6' TO 14'0' 8 ODKCREIE COLItOr. am MALL CELLS SHALL BE nU2D WT H CONCRETE AND RONFORCE0 MOH REWOR= SRLE LOCATOR 14'3' TO I5'9' 9 TRACK CONFIGURATIONNOFUZONTAL TAO( 'ryOWORT BY DOOR NSTALLER (m SUR). ,K lCENYOK HANG PEWLAED mR Dwas KWER e• 1FGx. „VERTICAL TRACK WARBD TO RAG MM0QJ aw (1) 1/6'4/4' GRRAOE SALT. GLV. STEEL FUG BRACKET. EACH FASN,= TO Jam W11H (3) 1/It{1t-,/2• WOOD IAS sMDm. I `vmm TRACK ATTACHED TO HORRCNTA g TRACK WRH D0 1/4•d/.• TPACA BOLTS. y 2• GAVE STEEL Twort. g YM= ROM ES. OA80'. l LHR TOP BRACKET TRACK HOR AL WF _ I I'1(S' ldR TYP. 2-1/2-.t2 GA. CAW. STEEL TRACK BRACKET. 1 TRACK BRACKETS PER SDE (UP TO W IGH). S) TRUCK BRACKETS PER SDE (UP m 10' IO2iJ. I I 1 7a°F. Mt. � V -w KWA WW R•m 1 16.0. 1D SECTION A -A JAMB TO SUPPORTING STRUCTURE ATTACHMENT TRACK BRACKETS PER SrDE m t2' MAX SECTION HEIGHT. 21' >yl00xE F,i.m CIAMIFL SEPA¢W6 FROR MID BHJI 5101 Gr wm 2.,, � r W WR1 EiEKETWR n G (a.01� KYy -- RENON stma FOw 1..V r4bDACDAFA FD PR1RR SrDE (rnm MM* aFwwq�.7..p RFt1b11E6 t7uN6 (6) TRACK BRACKETS PTRAM BUCKETS PER SAE lUr' TO 18' HIGH). CbdR t��ro .V. ��7 PREPARATION OF JAMBS BY OTHERS BET THE HE PONS OF THE MIRPOTHEPRRrm sTOL OFR ELEMENTS THE THE of THE p07 BIDES r INT HE LOA RE OfA� 6�. � �&ALdNS (ggCqel61 ARD 2010 FRC. CODES FOR ME toaos LISTED ON 7105 RPAAwG Em Sty �A 80.T� 11rYy11Jy/ �"0Fa90L. - 2-3/4•As {- 2_3,4• C141M I Q F,NS/8 S EET ME A - TAPPUK6.45l��F 4 14 Kx EKED Kw1Ms VIEW " ENOMm BTEA (Mat "Vem ae° w" CPD AP m W ItIpE9 a sim smt JAMB CONFIGURATION 24 NODE JAMB STOP &MARMOT BY DOOR INSTALLER (TO Sun '19 Iy�,P7@ 18 CA Rv.TaT02ED STEEL. END SIDE (ATTACHED MRH ONE FACTwn wSTALED 18-18. t/2' MMER-HEAD SCREM ANO 1 1 FURTHER SECURER UPON wSTAL1RON atilt WNM SCgEW3- WOOD LAG SCREW PER 101. ro r+L CAV. sEEL DOER. KWAL BRACKET. FASTENED TO w1EPER S1WK/BKCKER RATE WITH 2• CAV. STEEL TRACK (A) 1,44W D1EET mm smm FASTENED W TRACK 7/IS RO RD RL9WAT 0 OSU4tm w EAGK ROLLER S -T. BRACKETS' EACH BRAdEEE N 4 t71ty. sma. ENR KOVCE FAs,ERm To FAO SRL9 W/(A) FACT ATTACHED im ME /144/e SIRET KETAL sNEKS 8 (4) 1/4• SELF UPPan 56103 1/4.4/6• BOLTNUT D9 TWO 1/4k • RVEIS. 2. 10 BVI. SEEM RW1.ER (1-]/1� 7/16.17 WITH SEF. OR MTON TOE. . Y TpeK M DR FALCoK FOAAL ma a OLLK STEEL TDP JAMB TO SUPPORTING STRUCTURE ATTACHMENT ROLLER mLnms (2-1/2• . SRACMT ALL THE LOAD FROM DIE m THE TRACK THE 24 D THEN FROM INE TED 571. OR B T R) 4%MUS. N E T T VGF4ZON STP (GRADE 12 Or BETTER) JAMBS. NO LOAD FROM THE DOOR m TRANSFERRED m THE - jAma (TOPERS 14 OA OAK FOXIER T" SACH BRIM FASTENED ro ENO AL 44MBAL 2. ALL JAMB FASTENERS MR BE (BUT 0.RE NOT REO,AED m BE) COUNrEF61RK m PAdAOE A SLUSH ITIN (47 1114/8' ..STUS SHEET METS. LF 7 (.) 1/4'11/4' 91F TMPRA 3. aM Iwo STRESSING INCREASE FOR T@A LOAD FES = USED NDE CNLCUTATIQV OF AL�.E LOADS FOR ANCHORS AND FASiENER4 FOR STEEL. CONCRETE AND FIASONRY. 3CR.m IRA M4T 'B'. W000 FRAME BUILDINGS STUD 1115 OF Dart OPEPm4G SHALL BE FRAYED S0.O BT NOT LESS lfvw (3) bM PRESSURE TREATED SVP 12 09 BETTER)FS NOMMAL ENIREKE FIBER GUM ROOu OOTINGGTTo WOW SAL CWMNUDUSS 3• TAC . 20 Oa, RS P STFEI. U -BAR tiro PER STREw�SS IN END= Fjt S11O :/ TSO rRTSE MAIM H- BA SECT mL" "BAR BLOCK WALL OR CONCRETE TTdCED ATM t/.•O/•' SELF SCREWS.�NtERIED 215 sYP (GRADE !2 QR BEFTER) W00 JNM8 SHALL BE ANCHORED m GROUT RE060RCEO BLOCK ,WL OR 0 SACK E ANDTAPP= ODKCREIE COLItOr. am MALL CELLS SHALL BE nU2D WT H CONCRETE AND RONFORCE0 MOH REWOR= SRLE LOCATOR BARS EXTENDING 000 THE FODIINO AND ADO TIE MAIM ALL SARA SHALL BE CONTmOUS FROM THE TIE BEANS TO rDDTNG PER SuOCR WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DES inED By THE RUODAD ENCUOIR DR ARCmECT OF RECORD. _ �-TT GA (0018' wKJ RTEMw 8T[¢ 1DRT �wM.1A EMAUIY) WIN 0-40 Y0. V. WORER PR W MID A Cam R1 vTOstER PAaRED EDP 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT Co. KPPDFn TO IAfN &RFS or sEa DWL W DA GLV. STEEL 60n0Y IRAR4.T. ArARIEd WRx m F,44w W¢ET META ALNYQNYAB eiNn tYLp1U V 1ut1RN... . 91-1=071-r) FASTENER TTPE 2.6 VERTICAL JAYS NOT TO SE USED FOR ATTACepM OF TRACK MAIOEW ON CENTER OSTANCE STEEL WASHERS BLUM TYFASTTE EN PE RS RE 7 G 1/�• , Y (1-1/4' EMSED) cW TAPCON CONCRETE ANCHOR (2-1/2• MR. EDGE OISIANCE) lo -1/2• 1. OA. 3 P9 1 4 . a t-1 4 OW APCON COR - MN. 10. -, . SIROPn- - MAI. 1-1 2 FRAM • 1 B HAG SCTEIF 7 2-1 MR. 061 4 1 OA. iC4.' I .1 12-112! - I - D • - iE A1nMOA�EW SWnW0 FROM BOTOK M 1n MORE THR ILYF O' MASMUM ON CUM OSTANCE. RG148T AIRKDR M1 REA RBTATAED AT LEST AS IFEA1 AS TE DOOR OP7.'410 HoRa. kt r * `6ESIGN k0�4:i +48.0 PSF & -60.0 PSF. $'VATE iT AH a)xe6 . IV- Products VDT. • IMD'H sees AST, 1982 ALwFAROOQCORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT CX WIND LOAD TABLES FOR COMPONENTS & CLADDING County : Wind Speed: Risk Category : Exposure Category: 1. Client 2. Project Name: 3. Project Address: 4. Building Height WIND STANDARD: ASCE 7-10 FEC 2010 EDITION GARAGE DOORS ONLY _.& (See Figure 1 above) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. - ROOF L�a..+•UI%X na A n acawr OL"rr � lU UEUREE DOOR WIDTH FOR BULIDING WITH ROOF SLOPE < 10 DEGREE DOOR WIDTH HT. 8 FT. 9 FT. 1 12 FT. 16 FT. 18 FT. 8 FT. 9 FI. 12 FT. 16 FT. 18 FT. (FTI P SF(+) PSF(-) PSF(+ PSF() PSF(+) PSF(-) PSF(+) PSF() PSEL+) PSF(-) PSF(+) PSF() PSF(+) PSF() PSF(+) PSF() PSF(+) PSF() I IJ 46.1 60.3 A1.5 58.8 43.6 55.2-408J51.5 41.1 50.0 42.3 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 16 .9 45.9 59.4 44.1 55.7 42.2 52.0 41.5 50.5 42.7 55.5 42.1 54.2 40.4 50.9 38.8 47.6 38.1 46.2 17 47.1 61.5 46.3 59.9 44.5 56.2 42.6 52.5 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51.4 39.1F41.4 8.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 51.9 39.58.8 47.1 19 48.0 62.6 47.2 61.1 45.3 57.3 43.4 53.5 42.7 52.0 44.0 57.1 43.3 55.7141 . .6 52.3 39.99.2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 43.9 54.0 43.1 52.5 44.4 57.? 43.7 56.3 42.0 52.8 40.29.5 48.0 21 48.9 63.8 48.1 62.2 46.2 58.4 44.3 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.69.9 48.4 22 49.3 48.5 62.8 46.6 58.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0.3 48.9 2 2� 49 50.2 .0 49.0 47.0 59.4 45.1 55.5 44.3 53.9 45.6 59.3 44.9 57.8 43.1 54.3 41.40.6 49.3 65. 49.4' A39 47.5 60.0 4.5J56.0 -4579-F56.5 44.7 54.4 46.0 59.8 45.3 58.3 43.5 54.8 41.71.0 49.8 .26 50`1: 864 49.3, 47.9t60.51 45.1 54.9 46.4 60.3 45.7 58.9 43.9 55.3 42.11.4 50.2 • 0.000. •.0000 sees 0• •• es• •.. • s • • e se0000.• ••kHtes :- • Does :**go: - hes %A#' heighifim.noof slope < 10 degree. • 0 - Table above shw #Maximum design load far shown building height in end zone. 0000 e e D FDore"y other &*4* lens/zones, design loads to be evaluated on project basis s o Disclaim&.-: • • see 969699 - TAI NN anent if not Aalid without the embossed seal of an engineer employed by Ai Jtarooq Corporation - No portion of this document may be used or reproduced in any manner. (except, however, for that portion ofASCE 7-10 set forth herein). t../ k6014 JAVAD AHMAD, P.E. FL# 70592 EB CAN # 3538 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.akeng.com I alfarooq@afceng.com