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WS-15-788Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232991 Scheduled Inspection Date: April 23, 2015 Inspector: Rodriguez, Jorge Owner: , Job Address: 22 NW 103 Street Miami Shores, FL Project: <NONE> Contractor: JULIAO GARAGE DOORS aunamg uepartment comments REPLACE GARAGE DOOR Permit Number: WS -4-15-788 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number INSPECTOR COMMENTS False 1131010180010 Phone: 305-826-0250 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-231855. Attachment of 2x6 to hollow block not per NOA Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid April 22, 2015 For Inspections please call: (305)762-4949 Page 19 of 31 Project Address Parcel Number Applicant 22 NW 103 Street 1131010180010 Miami Shores, FL Block: Lot: 103 STREET LLC owner mrormauon Address Phone Cell 103 STREET LLC 100 JEFFERSON Avenue MIAMI BEACH FL 33139- 100 JEFFERSON Avenue MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone JULIAO GARAGE DOORS 305-826-0250 ie of Work: REPLACE GARAGE DOOR of Openings: 1 Iitional Info: ssification: Residential inning: 3 Fees Due Miami Shores Village 10050 N.E. 2nd Avenue NW "" Miami Shores, FL 33138-0000 DBPR Fee Phone: (305)795-2204 DCA Fee $2.00 Project Address Parcel Number Applicant 22 NW 103 Street 1131010180010 Miami Shores, FL Block: Lot: 103 STREET LLC owner mrormauon Address Phone Cell 103 STREET LLC 100 JEFFERSON Avenue MIAMI BEACH FL 33139- 100 JEFFERSON Avenue MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone JULIAO GARAGE DOORS 305-826-0250 ie of Work: REPLACE GARAGE DOOR of Openings: 1 Iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 Valuation: $ 850.00 Total Sq Feet: 56 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-15-55099 04/13/2015 Check * 9825 $ 74.60 $ 50.00 04/07/2015 Check* 9809 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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: 11certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoFuthermore, I authorize the above-named contractor to do the work stated. 1 13, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 13, 2015 DT/ Miami Shores Village7APR =� j ® X15 u r�1 Building Department 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E] RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: // 1 U& 05 S City Miami Shores County Miami Dade Zip: S '�ISU Folio/Parcel#:IN- _2)1:b\ b kk' Colo Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehol City:State Tenant/Lessee Name: Phone#:(, ? Email: - N i (ye� lrra if o o -e 0 Phone# KS - CONTRACTOR: Company Name: Z AddressA60-4 �v�l 1�' `1 City: State Zip: 3361 b Qualifier Name: ^�� )SF,�.►�1 w�� Phone#: a41-� 0 State Certification or Registration M Certificate of Competency #: �n t�s 0 :gyz DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: 5(0 Type of Work: ❑ Addition E-1Alteration❑ New L'J' Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ roo • ("ZrtPermit Fee $ 10 a L->3 CCF $ • (0® CO/CC $ �J Scanning Fee $ `"i -Lo Radon Fee $ 41- 2? DBPR $ Notary $ Technology Fee Training/Education Fee $ Q Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ° (Revised02/24/2014) 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 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 commen ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit issued. In th a ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrum�eca_ acknowledged bre me this day of APr; ! 20 ),S by —Q"i m m ayes h who is personally known to -� me or who has producedAr,� �79 y6v7 - as identification and who did take an oath. NOTARY PUBLIC: Print: P'''• YAREi K CASTILLO Seal: ; z*.�;�� Notary Public - State of Florida + my Comm. Expires Sep 29, 2016 Commission E 20 866 Boner�� •ism**sir . 1* � APPROVED BY iJ (Revised02/24/2014) The foregoing instrument was ac l owledged before me this ofri I 20 1S^ by AM ��JI 1(� who ispersonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: rU! Print•+ll� Seal: � YARE1 o�""YpOe' K CASTILLO Notary blic - State of Florida My Comm.S CExpires Sep 29, 2016 s#il+S�ili�GksF�kL�gr`mm ssmmsms smss***ssmssmsms mis�t♦y(m bonded Through Natinnai Notary Assn. o Plans Examiner Zoning Structural Review Clerk ^ ^ . , BUSINEBS CERTIFICATE OF COWPETENCY' ^JULIAO GARAGE DOORS=10 E LUIS BY TAX 175.00 1324E-1 WE ...�.,...-`��.i1_.���.0+���'�iRy;■f■2tli "f�M ����.�3� _vv. r .f4T,� ±�i: s�a nJ,TW ,_*'�i�.�AYi BY TAX 175.00 1324E-1 rn CERTIFICATE OF LIABILITY INSURANCE 0DATEP 4/07/2015D 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 Paychex insurance Agency Inc PAYCHEX INSURANCE AGENCY, INC. 160 SAWGRASS DRIVE PHONE , 877-266-6850 FAX 585-389-7426 E-MAIL Certs@paychex.com ROCHESTER, NY 14620 INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: Associated Industries Insurance Company 1023140 JULIAO GARAGE DOORS, INC. 8004 NW 154 ST INSURER B: INSURER C: #244 MIAMI LAKES, FL 33016 INSURER D: 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. NS TYPE OF INSURANCE ADDLR INSR POLICY NUMBER POLICY EFF MM/DD/YYYY) POLICY EXP MWDD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEDPREMISES (Ea occurrence) $ COMMERCIAL GENERAL LIABILITY CLAIMS-MADE[::]OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: POLICY = PROJECT= Loc PRODUCTS -COMP/OP AGG $ AUTOMOBILE LIABILITY ANY Auto ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS AU WNNED COMBINED SINGLE LIMIT $ (Ea accident) BODILY INJURY $ (Per person) BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) $ UMBRELLA LIAB F—] OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS UAB F-1 CLAIMS -MADE $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS• LIABILITY AWC1041724 02/11/2015 02/11/2016 WC STATU- OTH- E.L. EACH ACCIDENT $ 1,000,000.00 ANY PROPRIETORIPARTNERIEXECUTWE OFFICER/MEMBER EXCLUDED? YIN E.L DISEASE - EA EMPLOYEE $ 1,000,000.00 E.L DISEASE -POLICY LIMIT $ 1,000,000.00 (Mandatory in NH) FY] N/A If yes, describe under DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) LICENSE# 99BS00382 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE II N1cz,l..OF x:f /YI ACORD 25 (2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 3(31!2015 i\kjA it • Florida Limited Liability Company 103 STREET LLC Flling_Information Document Number L14000123265 FEI/EIN Number 47-3299345 Date Filed 08/06/2014 Effective Date 08/06/2014 State FL Status ACTIVE Principal Address 1413 20th Street 408 MIAMI BEACH, FL 33139 Changed: 03/03/2015 Mailing Address 1413 20th Street 408 MIAMI BEACH, FL 33139 Changed: 03/03/2015 Registered Agent Name & Address Cl PROPERTY SERVICES INC 702 NW 5 AVE MIAMI, FL 33136 Authorized Person(s) Detail Name & Address Title MR MARSH, TIMOTHY J 1413 20th Street 408 MIAMI BEACH, FL 33139 Title MR Detail by Entity Name http://search.sunbiz.orgArgdry/Corporai ioriSearctgSwchResUtDetW[?irqLdry"e=EntityName&drecfionType=lrtbal&searc hNameOrcer=103STREEr%20L.. 112 APR 0';�,2ffi Is.c - <- -►9; J�ni shores Vi%l eye .s 5 BY -c4- DATE • -'LDrG DEPT SUBJVCT TO COMPLIANCE WITH ALL FEDERAL S IAFF AND COUNTY RULES AND REGULATIONS •• ••e• •••••• • •••• ••••• �• •e• • ••••• •• •••••• �•• • e • • • 0000•• 0000•• • 0000•• • • ••• • • 00 0 Is.c - <- -►9; J�ni shores Vi%l eye .s 5 BY -c4- DATE ZONING DEPT -'LDrG DEPT SUBJVCT TO COMPLIANCE WITH ALL FEDERAL S IAFF AND COUNTY RULES AND REGULATIONS MIAMI•DADE MIAMI DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 • . . Goes 640669 • • • e .. GG6• 6 4444.. 6666 06.6.6 4444•. SCOPE: • 000 0000 .6009. . This NOA is being issued under the applicable rules and regulations governing the use of construction material&Ae *9060 documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prorl"4ontrol Section so be 4.; e • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiotio <&J). 0.: e.•6G•• This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountpPmdxst Control Section (In . • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the sight to have this product or.... ; . material tested for quality assurance purposes. If this product or material fails to perform m tho accepteTitUier, the. manufacturer will incur -the expense of such testing and the AHS may immediately revoke, medil`y,•or suspond4in use o$ 0 ' • ; such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if if ade4mined 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to T-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, 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 IWACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOAH 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. 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 revises and renews NOA # 12-0228.12 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. f NOA No 13-0503.06 Expiration Date: September 4, 2018 �,� jy,� �) r:,4 Approval Date: August 8, 2013 Page 1 Amarr Garaee Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of.U4ated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage �7oors, >;'ig d'and ...... sealed by Thomas L. Shelmerdine, P.E. • • • ...... .... ...... B. TESTS •••••• . 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by AXAM&4p Test.I ab,•Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. so** • • • • goes* 2. Test report on Evaluation of Painted or Coated Specimens Subjected1brftosive"' . 04060 Environments per ASTM D1654 & ASTM BI 17, prepared by Archifec tidal Testing, hrV, Test" Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed l T. Hartman, P.E. '. o 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBQ T4202-914000:0 :0000: 2) Large Missile Impact Test per FBC, TAS 201-94' . ... ; • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. 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 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Subnaiiled under NOA # 08-0718 01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shehnerdine, P.E. "Subinitted under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no fmancial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tom L. Shelmerdine, P.E. Carlos M. btrera, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 AIJUSTASLE ROLLER CARRIER ATTACHED Y/ (0 V41 x VD• 14" DkRASAFE 0 o BOLT i NUT PER BRACKET CENTER HOAE ATTACHED U.. Y/ (4) V4• x 3/4HEX HEAD SCREWS R,THICK 3 8/8' DPJ1A R-TRUSSATTACED10 OA GALV. CONKERCTAL 1 001/Yx 3/4'TOP ROLLER BRACKET .... HEX NERD SCREWS AT 24 OA LaN7 EXTERIOR SIGN ATTACHED Y/(4) V4• x EAOI ANTER STD.E x/O/YD:D DH ppLyE9TER FlNIS 3/4' REX PWAD ER SCREW$ tl • D• 10 BALL STEEL - Y FOR STIM FMLLLR TYPICAL TDP FD(TURES 1 0 N.T.S. SEE RARE R) W PAGE 3 FORP � RECCHRERmeu SECTION cesIGURAT>Rwr,,,,-.__. A TICAL DURASAFE CENTER HINGE' L } H PAGE 3 NTD INSIDE ELEVATION N.T.S. 14 BA, DRASAFE END HUM ATTAMED V/ (0 1/4' x 3/4' HEX HEAD SCREWS TYp (0 ppyS D' warEm 19 ROLLERRCARRRIERS ATTACHES TO END STILE V/ CO 1/4' x 3/41 HEX HEAD SCREWS PER CARRIER •; - IO BALL STEEL 3 am EP.GA. 9' LORD STER ROLLER ATTACHED sW (4) V4• x 3/4' IES TREAD SCREWS TYPICAL MJROoASAFE END H 3 3/4' HDI. ilE7IB.E SEAL B SIBFROOI (PAMm BY RDTALLERI CO DO GA CRITER STUES ATTACHED WITH (0 TOG -L -LOC AT THE TOP AND BOTTOM RAA AND ADESIVE TO INTERIOR FAC: S/G•R x Be GA ...... __-.-.�.-.. (3 8/8• R -TRUSS) mAa THIG�OE OBS'1 CONT, vIRDCH HOLES FOR STRUT is REOC Ulm STRUT O O FLAG BRACKET ATTACHED TO V® SAS DIA x )-9/G• LAG DOLTS AND TO V/ (4) V4' -BO x 5/6 TRACK SPLICE x VD' EMT AND NUTS RACKS AT THIS LOCATDN 4'-10 MACK SPLICE BOLTS & NUTS JAMB BTH (3) $,IV DPA. x 1-8/6' B DIA ATTACED TO JAMS H 13EE BABE 3) ON PACE 3 FOR .JAMB BRACKET SPACING TRACK CONRCURAT(OJ FOR 6'8' UP 70 14' TALL DOORS 3 5/8'H x RR GA (3 B/8• R -TRUSS) GALV. STEEL R -TRUSS ATTACHED V/ (4) V4• x3/4• HER CH END O.EANAND (0 V4 SCAMAx 31L 4''HEX HEAD SCREWS AT EACH CENTER �'�:Tf•3Li!iZcYi T. TICC4 ELIHXYLx O. Tf 90E Y/ DITTO( SEAL I A A9R&TOlW810110G MHL�&R�ILf�+70-11 SECTION A—A (SIDE VIEW1 8 JUMIDREM fOJDJU N.T.S. MAX91I ,0ace���OISNE(99 DESIGN LOAD w� Q. ' +81.1 PWq �V';. \,'CNstC• LARGE NIBBLE -80'3PSF IMPACT RESISTANT �`` !O STATE OF LAW MMS � u�(% A IMPACT ✓Se j O R • • • • • . . • • • RESISTANCE eO�eS`.)�t71V� FL • pkkeaxl�Krr • • • • ycM��, BOTTOM BRACKET 1G8 CARRIAGE TACH VDISTON-SALEM. NC R 13 OA ATTACHED MODEL 980 HBBPL'AGE (84 (4A 1 V/(3) 114-M •. • nY ffi, ON OAK SLIM _(84 Ha HEAD • • • • • , RANO, PLUSH, AND OAK • • • • • • •imk �AH6T OW OAIE W/tw TYPICAL BDTTIIM BRACKET/_� * • • • • • 0 • • • • BT AIE OAff W/M/97 N.T.S. •. • • 8A) 1000, 8000 SOUM PAN= am om IRC -9509-180-21 SWI OF3 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANStERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LOS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SEI FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MW. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH S. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION & DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGXSTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAYANG IN ADDITION TO OTHER LOADINGS. AVAILABLE TRAGI( CONFIGURATIONS N.T.S. BY THE OF ACCEPTANCE. DO TESTING OF ALL NOTICE OF ACCEPTANCE H COIL AND TENSILE APPROVED LAB MONTHS, 4 TIMES A A COPY OF THE TEST [LY COILS WITH YIELD STRENGTH MAKE DOOR PANELS FOR DADE INTERIOR OF GARAGE MAX. WIDTH 9'0' DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 -271.4 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE �j,6 VEo*�,'AL AMB ATTACHMENT TO WDOD FRAME crmmnm S/I6' X 3' LAG SCREVS STARTING 6' FROM ENDS THEN 20' DC. (I L2' EMBEDMENT) LTI KV BOLT 3/8' X 4' STARTING 6' FROM ENBS THEN 24' O.C. Q 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/6' X E-3/4' STARTING 6' FROM ENDS THEN 18. O.C. Q 1/4' EMBEOMENI) LTV/RAMSET REDHEAD (TRU-BOLT) 3/B' X 4' STARTING 6' FROM ENDS THEN 24' O.C. C2 1/2' EMBEDMENT) SIMPSON 1/4' X 3' TITEN SCREWS STARTING (-' FROM ENDS, USE PAIRS OF FASTENERS C3' APART) AT D' at Q 1/B' EMBEDMENT) H1LT1 L/4' X 213AV KVIK-CON lI+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS C3' APART) AT M O.C. Cl 1/4' EMBEDMENT) UCK (2am PSI GROUT) HOLTI SLEEVE ff 3/9' X 2-3/4' STARTLNG 6• FROM ENDS THEN 22' O.C. Q 1/4' EMBEDMENT) COR, USE FASTENERS FOR HOLLOW C-% BLOCK) ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ■PREPARATO)N OF WIND JAMBS BY OTHERS WOOD• • CONCRETE HILL.STRICT 11IiWTEO • • STRUCTURE STRUCTURE STRUCTURE STRICTURE STICTURE • • • • • • • • • • Ir .. ^'i 1I 2I3/4' MIN 1-1/2' MN 4' .'JAMB 3' HIN • ... •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NR4XOTJG.TR wma !PiEw TABLE I TABLE 2 TABLE DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Carrier Stile Location (Measured from Left Edge) HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 1 #3 1 #4 #6 #6 1 #7 #8 Width- P-"rype let 2st 3rd A B C D E F G H T (it) On) on) (in) T 5 1/2" 16" 3T, w, 76 1/2' 8`�o Long- 24.000 48.0W 72.000 zmmm:mmEmfm= AM 12'6" 21" 18" 18" 18" 18" 18" 18" 21", &�o Bead 24.626 48.000 71.375 8' 5 1/2" 16" W W 70' 88 IIZ' Vj2 Longe 24.6W 1 49.000 73.600 MIMMEMIKM 11'6" 21" 21" 21" 18" 18" 18" 21" 912 Bead 25.125 49.000 72.875 91 51/2" IV' 31" 1 49' 67' W', 100 112"75- W -Ji 19 5 Itz, 18" 10'9' 21" 21" 21" 21" 21" 21" ViAl Long 25.000 50.cW 75.000 37" W' 76' "1 1 112 IIZ'l Bead 25.625 60.000 74.376 mi'72.1 7- M -P 7 .1 11' 5 IIZ' IV' 34�' 52" 7W W- I IW 124 I/T' 9V .21" 18" 18" 18" 21-1 - &is Long 26.600 61.000 76.6W I TIT F. We Bead 26.125 51.0w 7B.876 5 1/2" 16T" W' 7W' IW' 116' 136 IIZ' 8'6" 21" 21 21 18-1 21's Long 26000 62.000 78.= &is Bead 26.626 W-000 77.376 IV 6 1/2"1 16"" 37' 58" 76" 94" 112" 130" 1145 11Z' 7'6" 18" 18" 18" 1 18" 18" - -"q .'; F 26.600 63.W0 79.600 10 Long 1 14! j6I1Z'jI(WrI37-j5WI7W'jIWII21-I 142- 9601!2" r 'A' All 21" 1811 18" 21" &t10 Bead I Z7.125 634W 78.876 1 TABLE 3 wto Long 27.004 81.0m DOOR TRACK ATTACHMENT ISPLICE 910 Bead 276W 1 54.000 1 80.375 HEIGHT A B C D E F G H I I J K L M I N S T 3" liV' 2-P' 3811 461 5611 6811 7611 IDA A 8811 9ItFUMIDOZO 110ml lot MW7 Mml fi}RVSUIW�fIfBCiSXB&irs�a OB 11 08 94 T. 14- 2r, 361 461, 5611 68" 78" SIZE 10 r DEMON LOADS 1001, +51.1 PW n� W 13P IN' 27- 38" 46" 56" 68" 79' 89- e® -,kV.0�0Erv8F -aw pw jc� f No 00485 . . . . . . . . . . mmmm, 101 311 IN' 2T' 38" 46" 56' 68" 76' 89' 1 Wyl 112" f; ZVI0 yv W)" TAT LARM WSSLE 't, WPAOT J 11' W IN' 2r' W 46- 5EY' 68" 78" 88" 100" 110" 12N' RESISTM.-CE 0 •so ee:: 0.60 TyTI--r 7-&- M M M M •FL W 0 0 55_� W .-Effi W1101 IN 12- 3" 1IN' 2r' 38" 46" 5611 6811 7811 8811 109- 119' 122" 13611• a 10 CAN= CMW VMTON-MLM =0 VWARARUM IV Y IN' 27" 38" 46' 56" W 78" 88!' 100" 114" 127 13N1 149' By MODEL ON Emmall (24 OA) 1000, 2000 -M4! 9 see 056 OAX Q LOOO. 2000 .N. SUM= PAM A dff�"mr Sul m 0311va I W= mw 13W' 1r 0 14' 3" 14' 27" 36' 4611 5611 6811 7811 88" 1001111W'12Z 146 171" 00 e e •0 I-8nWri mi am oftom IIRC-95M-180-21 ALL IRACK ATTACHMENT SPACING +/- 2- ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY 0 • 941 * : 0 54.004 GG 17 : 0 54.004 54.004 WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH CARACE DOORS ••• Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will no be located completely in zone 5. Therefore individual m ,e•• "' `''t•� calculations will result in lower pressures. In N e�°� �•*„ 6) For mean roof heights less than 15', use 15' pressures. 99 7) This Table is only to be used in conjunction with Aman• Garage Doors. 2 : +r*'`" !`'•a,; 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 7445100 o Fax (336) 744-5815 www.amarr.com M,li • EXPOSURE C C Door Door Width Height Mean Roof Height Design Pressure Positive Negative 8 7 15 1 35.6 -44.7 9 7 35.3 -44.0 16 7 33.8 -41.0 18 1 7 33.5 -40.4 8 7 16 36.1 -45.3 9 7 35.7 -44.6 16 7 34.2 41.6 18 7 33.9 -41.0 8 7 17 36.5 -45.9 97 36.2 -45.2 16 7 34.7 -42.1 18 7 34.3 -41.5 8 7 18 37.0 -46.4 9 7 36.6 -45.8 16 7 35.1 -72-77- 18 7 34.8 -42.0 8 7 19 37.4 -46.9 9 7 37.1 -46.3 16 7 35.5 -43.1 18 7 35.2 -42.5 8 7 20 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 -43.6 18 7 35.5 -43.0 8 7 21 38.2 -47.9 9 7 37.8 -47.3 16 7 36.2 -44.1 18 7 35.9 -43.4 8 7 22 38.6 -48.4 9 7 38.2 -47.7 16 7 36.6 44.5 18 1 7-1 36.3 -43.8 8 7 23 38.9 -48.9 9 7 38.6 -48.2 16 7 36.9 44.9 18 7 36.6 -44.2 8 7 24 39.3 -49.3 9 7 38.9 -48.6 16 7 1 37.3 -45.3 18 7 36.9 -44.6 87 8 25 39.6 -49.7 9 7 39.3 -49.0 16 7 37.6 -45.7 18 7 37.3 45.0 CARACE DOORS ••• Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will no be located completely in zone 5. Therefore individual m ,e•• "' `''t•� calculations will result in lower pressures. In N e�°� �•*„ 6) For mean roof heights less than 15', use 15' pressures. 99 7) This Table is only to be used in conjunction with Aman• Garage Doors. 2 : +r*'`" !`'•a,; 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 7445100 o Fax (336) 744-5815 www.amarr.com M,li • EXPOSURE No * 7 C g ■ Door Height Mean Roof Height Design Pressure Positive Negative Odth 8 1533.4 35.2 -44.0 8 34.9 43.4 8 -40.4 8 33.1 -39.7 8 8 16 35.7 -44.6 9 8 35.4 -43.9 16 8 33.9 -40.9 18 8 33.6 -40.3 8 8 17 36.2 -45.1 98 35.8 -44.5 16 8 34.3 -41.4 18 8 34.0 -40.8 8 8 18 36.6 -45.7 9 8 36.3 -45.0 16 8 34.7 -41.9 18 8 34.4 -41.3 8 8 19 37.0 -46.2 9 8 36.7 -45.6 16 8 35.1 -42.4 18 8 34.8 -41.8 8 8 2U 37.4 46.7 9 8 37.1 -46.1 16 8 35.5 -42.9 18 8 1 35.2 -42.2 8 8 21 37.8 -47.2 9 8 37.5 -46.5 16 8 35.9 -43.3 18 8 35.5 -42.7 8 8 22 1 38.2 -47.7 9 8 37.8 -47.0 16 8 36.2 -43.7 18 8 35.9 -43.1 8 8 23 38.5 -48.1 9 8 38.2 -47.4 16 8 36.6 -44.2 18 8 36.2 -43.5 8 8 24 38.9 -48.5 9 8 38.5 -47.9 16 8 36.9 1 -44.6 18 8 36.6 -43.9 8 8 25 39.2 -49.0 9 8 38.9 -48.3 16 8 37.2 -44.9 18 8 36.9 -44.3 CARACE DOORS ••• Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will no be located completely in zone 5. Therefore individual m ,e•• "' `''t•� calculations will result in lower pressures. In N e�°� �•*„ 6) For mean roof heights less than 15', use 15' pressures. 99 7) This Table is only to be used in conjunction with Aman• Garage Doors. 2 : +r*'`" !`'•a,; 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 7445100 o Fax (336) 744-5815 www.amarr.com M,li • = { No * 7 lid t � g ■ SIA • EV iM +S e f F.� FL �o 1-1 cv N CU r3 oQ ?> H� C WA tJ 2§ dN 'oN