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WS-14-1840Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218357 Permit Number: WS -8-14-1840 Scheduled Inspection Date: September 16, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MELYNDA BOUTCHER HADAD, Work Classification: Garage Door ""'J"c' r--uwnwn Job Address: 9820 NE 5 Avenue Road Miami Shores, FL 33138-2466 Phone Number Parcel Number 1132060172030 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 Building Department Comments REPLACING 1 EXISTING 9X7 O/H GARAGE DOORINSPECTOR COMMENTS False September 15, 2014 For Inspections please call: (305)762-4949 Page 21 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 15, 2014 For Inspections please call: (305)762-4949 Page 21 of 40 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 AUG 2 2 2014 FBC 20 L6 Permit No. Master Permit No. ��� Permit Type:BUILDING ROOFING JOB ADDRESS: C� F e - City: Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcel#• 2_03 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): l 1 D -Am � L&a__J Phone#: Sic Address: � if 9_0 Q �5 Is—^L!E— ?;�_ U O&VI> H City: I _l % Alm I ( State: PC— Zip: Tenantdzssee Name: Phone#: Email: CONTRACTOR: �Company Name: kuno boo Phone#: Address: CS 1AJ 6777 C-77 City: Qualifier Name: R State Certification or Registration #: i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State l .4— 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 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. Owner or Agent Contractor The foregoing instrument was acknowledged before me this26 The foregoing instrument was acknowledged before me this -91 day of �, 20 L�-, by rl ,J6. ti-A'D A D day of SA , 20 *, by SIV All S RM0, &I& -Z, Lf who is personally knownto me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY HENRY RAMIREZ MY COMMISSION # FF 102369 EXPIRES: March 16, 2018 Bonded Thru Notary Public Undo—R. APPROVED BY _ IPlans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLJC -- HENRY RAMIREZ MY COMMISSION # FF 102369 EXPIRES; March 16, 2018 Bonded Thor Notary Public Undermliters Zoning Clerk N t r Y , leSTATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 i1940 NORTH'MONROE STREET TALLAHASSEE FL 32359-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 SW 5TH CT POMPANO BEACH FL 33060 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve tete way we do business in order to serve you utter. For information about our services, please log onto Www:mytlorldalicanse.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serveu better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! Tha DLtILDING CONTRACTOR below ISCE�tTCFIED _. L,16,6*dr ih --pbovi$ ans of Ch ' ptat", t 9 FS. Ex�irain data AUG, 3', 2fl16; ROMANELLI D�NNIS �fl ALLIED DOO'RSh;SOUTI�F 9:511N° 5TH' MP IIVOBEAtCH 00 33060 W �.✓ "¢ _.� .... rte.. .,..-`'''���'. t;.v �+3 .. ISSUED: 07/30/2014 DETACH HERE STAT DEP, PRO ,_ CBC033137 �C1ziTt'IFI�D 13 IS CERTIFIED under t Esq ration°date :r 46G 31, 2016 ATE OF FLORIDA IMS AND PROFESSIONAL - A BUSINESS AND E ULATION xc}7730/2014 t C Ms of Ch.488 F5, LU0730=1568 KEN LAWSON, SECRETARY NNS; � } v •, Z qgM,10 44, `vt+v+"�E,..'4 DISPLAY AS REQUIRED BY LAW SEQ # 1.1401300001569 NNS; � } v •, `vt+v+"�E,..'4 DISPLAY AS REQUIRED BY LAW SEQ # 1.1401300001569 115 S. Andrews Ave., Rm. A-1 00,117t. Lauderdale, FL 33301-189'5- 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30,2014 DBA. ALLIED DOORS SOUTH FL INC Receipt #:a SENMML CONMCTOR I Business Nam®: Business Type:CONTR) Owner Name: DENNIS M ROMANELLI Business 00ened:10/01/1993 Business Location: 151 SW.5 CT Stat9fC0Unty1Cert/Re9:CBC033137 POMPANO BEACH Exemption Code: Business Phone: 942-8551 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege ofdoingbusiness within Browrard County and is non -regulatory In nature. You must most all County andlor Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name- has ganged or you have moved the business location. This receipt does not indicate that the business Is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: ALLIED DOORS SOUTH FL INC 151 SW 5 CT POMPANO BEACH, FL 33060 i 2013 - Receipt #13B-12-00011141 Paid08/05/2013 27.00 08/22/2014 12:21 9549428588 ALLIED DOORS PAGE 01 CERTIFICATE OF LIABILITY INSURANCE 1 DATE`MeAfDD'' 8122/2014 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BOLDER. THI* 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. N 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 PRODUCER tisk Management Underwriters, Inc. 1420 Kensington Road 3ulte 114 )ak Brook IL 60523 INSURED killed Doors South Florida, LLC 4224 West Henderson Blvd tempo, FL 33629 COVERAGES 1227 a REVISION NUMBER: INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR 011-4ER 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, R TYPE OF INBURANCE NUMBER MlA1D MPMIC OD LIMITS 06NERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIM$ -MME F1 OCCUR EACH 4GURRENCF S g S MED EXP 16M one S PERSONAL & ADV INJURY S GENERALAGOREGATE 9 GEN'L AGGRE 1T LIMITAPPLIES PER POLICY O.71LOC PRODUCTS-CONIP/OP AGG S = AWrOMOS" LIASUAT ANY AUTO *T"Is WOSU HIRED AUTOS AEON SWNED 11 c dont . , BODILY INJURY (Pet Pon=) B BODILY INJURY (Paraaldent) 9 P QORTY D AC,E $ S UMBRELLA LIAS EXCESS LIAS OCCUR CLApb p DE EACH OCCURRENCE S AGGREGATra S DED I I RETENTION S 9 AWORKERSCOWENSATION B AND EMPLOYERS' LIABILITY YIN ANY PROPRIEIOpR�IPARTNSR/EXECUTWE (OMeitCdaE Min NHi EXCLUDED? a U yam, DEBCRIE PTIO O PERATIONS below N / A N TVVC=1078 3053742 /1/2014 IM014 /1/2015 /112015 X w�STATU- 0TH• MI E.L. EACH ACCIDENT $1,0D0,000 E .L. DISEASE -EAE PLO • 41,000,= H.L. DISEASE -POLICY LIMIT $1,000,000 DE30RIPTION OP OPERATIONS ! LOCATIONS 1 VENICL@B (At�A ACORD io1, pddttlmml R6M6tIN SCAeOYIe, Ir rrwty taco Is ,oq,droAl Location Coverage Period: 1/1/2014 -1/1/2015 Coverage is provided for only those employees leased to but not subcontractors of: ALLIED DOORS SOUTH FLORIDA, INC 151 SW STH COURT,POMPANO BEACH FL,33060 -Client #53594 'State of FL Dept. of Business Contractor's License #CBC033137 Garage Doors and openers instailation/service° MIAMI SHORES VILLAGE 10050 NE 2ND AV MIAMI SHORES FL 33138 SHOULD ANY OF THE AITOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. •aovw,u nvvRu vVKrVKATIQN. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 43698 A� v -w CERTIFICATE OF LIABILITY INSURANCE DATE 5/6/2014 W) 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 Commercial Lines - (561) 368-2777 Wells Fargo Insurance Services USA, Inc, 2255 Glades Road, Suite 420A Boca Raton, FL 33431-8509 CONTACT NAME; Cindi Hankins PHONE IA, No561-226-6154 Ne ; 561-226-3581 E4MLADDREss: cindi.hankins@wellsfargo.com INSURER(S)AFFORDING COVERAGE NAIC s3 INSURER A: Colony Insurance Company 39993 INSURED Allied Doors South Florida, LLC INSURER B 151 S. W. 5th Court INSURER C: 8/30/2014 EACH OCCURRENCE $ 1,000,000 INSURER D: INSURER E Pompano Beach FL 33060 INSURER F: GUVtKJ4GE5 CFRTIFICOTF NI IMRFR• /ti54Zh3 0=%AQIn1d mnuneo. Q-1-1— THIS mbi..,.. 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 I TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF MMIDD POLICY EXP MIDD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR AV A 103GL000072600 8/30/2013 8/30/2014 EACH OCCURRENCE $ 1,000,000 DAMPREMISGE S Ea occurrence) RENTED—$ 100,000 MED EXP (Any one person) $ 5,000 $ODeducNble PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- LOC POLICY [K] JECT GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2.000.000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED AUTOS ED AAUTOOS BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE $ Per acddent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N I A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If yyes describe under DESGtRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) RE:State of FL Dept. of Business Contractor's License #CBC033137 Garage Doors and openers installation Certificate holder is named as additional insured as it relates to general liability per the attached policy forms. Waiver of Subrogation is granted as it relates to general liability per the attached policy form. Excess Liability follows form as it relates to additional insureds. The above coverage is Primary & Non -Contributory where required by written contract CERTIFICATE HOLDER CANCFI1eT1117IN VILLAGE OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ATTN: BLDGBZONING DEPT. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 AUTHORIZED REPRESENTATIVE AV A I e ACORD name and logo are registered marks of ACORD ACORD 25 (2014/01) Cnft ceMkate replaces 0WOMW 7888140 roeued on 41302014) ©1988-2014 ACORD CORPORATION. All rights reserved. Roth V cc, t & . �4A4ckoia�o t CITY COPY T'. M!1 GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH Notes: 1) 2) 3) 4) 5) 6) 7) Eo0 Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed building, any roof slope, Risk Category 11, residential application. The design pressures assume the entire door's width is in the end zone (zone 5) of the building. Most garage door openings will no be located completely in zone 5. Therefore individual n , calculations will result in lower pressures. For mean roof heights less than 15', use 15' pressures. N This Table is only to be used in conjunction with Amarr Garage Doors. a€ J LL. vJ W� n.Q 165 Carriage Court • Winston-Salem, North Carolina 27105 c a. Phone (336) 744-5100 • Fax (336) 7445815 v c www.amarr.com d'— E t� N �+ E2 Oh t F- MIAMwDADE MTAA-I DADS COUNfY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) ww�xmiamidade.eovLeconomy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 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 falls 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 9'4" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing . IRC -9509-180-21, title `Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, ng, 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 IMPACT 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 (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. 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 i# 12-0228.12 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. OAZNoM-:0503.06>Expiration Date: ep, r� -?"1/' :,V Approval Date: August 8, 2013 J 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 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. 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) 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. "Submitted 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. "Submitted 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 conforma a to 2010 F and no financial interest issued by Structural Solutions, PA., dated 04/ ed and sealed by Tomas L. Shelmerdine, P.E. Carlos M. Vtrera, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 ATLHIISTABIE Rail CARRIER ATTACHED V/ KRI V4• x V2• 14CdL DURASAFE 0 o BOLT f RAUI PER BRACKET CENTER HOM ATTACHED V/ N7 1/4• x 3/4• HEX NEAR SCREWS i» T .. 3 SB' 22GA R -TRUSS ATTACHED 12 RA GALV. COQ Dt= V/ CO 1/41 x3/4• Atter V/(4)4' BRACKET :. EAtH CENTER S711HEX WAD SCREWS A�P 24 OA UN EXTERIOR 3/4' lEOI � SCREWSBRA . - `.. V S BALL STEEL _ w/BAKED ON POLYr37ER W RON STICK ROLLER TYPICAL TQP F X URES 1 NXS. 5 SEE RABLE Zb C( PADS 3 FOR �� iRECHDIERIDEO SECTOR( CCbIGISA �� TYPICAL DURASAFE CENTER R�IGE/ SI Ida' IN 1 11 NT& INSIDE ELEVATION N.TS ADJUSTABLE SIDE ATTACHED V/m S/B' TRACK SILTS i N PAGE 3 DNS OS ATTACED 10 4GA DIRMSARE VERJTS ERMUAS A R-TASS V/� ROLLER CAS ATTACHED HERO TO END STRE V/ CN V4• x 3/Y HEX IIFJAD SCREWS PER CARRIER ru" to BALL. SIM 3 BAR' 22U ..,,� ..__... 'Y LONG STEN ROLLER x CO 2O GA CENTER STLLES TW -L -LDC AT THE TOP AND ATTACHED WITH GO BOTTOM RAIL TOG -L -LOC AT THE TOP AND {11 7/RB` OLL >mTiOiTSO IN ERI F� R TDL RfE�TAOFH • tsAmX 22 OA Y OALM SEEL TRACK TRACK tl S/2' R-TROSS7 TRACK THCWESS NOT PER CHNL vERDCAt J TRACK MOUNTING DETAIL OA 2 /WR RILLS LAB HOLES FOR STRUT STRUT ATTACHMENT @' O O FHB HollE 14 GA 3 SAM X22 GA nSAr R -TRUSS) my STEEL it -TRUSS ATTACHED W (4) VV x 3/4' HU HEAD SCREWS AT EACH END STR.E MID 00 1/41 x 3/4' HEX HEAD SCREWS AT EACH CENTER r am STRUT AT SECTION A—A (SIDE MEMO RILLS LARGE MISSLE IMPACT RESISTANT pRoix=x y o*wtBtdAe �IDRitt AAAKgOsge No � DUTCH BRACKET13 GA, ATTACHED SRR m READ SCREWS C�enoi TYPICAL MTTON BRACKET 4 N.TS 0 JX07 b04QP,, CZAR BRACKET ATTACHED TO WOOD am DIA x 1-S/D• LAG SILTS 0 V/ 44) V41-20 x SM TRACK SFU JAMB B44 (TABLE 31 ON PAGE 3 FTS JARS BRACKET SPACOM TRACK CCNFlGURATTCN FOR or HIP To 119 TALL TOCRS A NUTS x 1-D/e' SPECIFICATIONS AND NOTES I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTON OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS R ECE1M MAXIMUM DESIGN LOADS OF - +230.0 R+230.0 LBS/FT & —271.4 LBS 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED HATH STANDARDS AS SET FORTH BY OASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. Damm SKIN ROLLED FORMED W/ BAKED ON POLYESTER FINISH & DOORS LIM 7'O" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/6" R—TRUSS PER SECTION REFER TO TABES 1 AND 2 LEMETNTS SHALL BE DESIGNED L ENGINEER FOR WIND LOADS N ADDITION TO 07HM LOADINGS. THE MANUFACTURER TO DO TESTING OF ALL A PANELS UNDER THIS NOTICE OF ACCEPTANCE ;HALL BE CUP FROM EACH COIL AND TENSILE :-6 BY A DADE COUNTY APPROVED LAB ANUFACIURER. EVERY 3 MONTHS. 4 TIRES A Ul MAB. TO THIS OFFICE A COPY OF THE TEST THAT THE SPECIMENS WERE SELECTED FROM PRODUCTION FACILITIES. AND A NOTAwm CTURER THAT ONLY COBS WITH YIELD STRENGTH .L BE USED TO MAKE DOOR PANELS FOR DADE F ACCEPTANCE. INTERIOR OF GARAGE MAX. WIDTH 9'0` DMGN LOADS rl +230.0 LOS/FT SEE NOTE 2 —271.4 LEIS/FT WOOD JAMB ATTACHMENT TO STRUCTURE A Y 6YEWQCAL JAMB ATTACNNENT TO VMM FRAMEcTrn menu S/ib• X 3' LAG SUM% -N STARTING 6' FROM ENDS THEN RV OC. 0 1/2' EMERMENT) fOLtt K1lIK HOLT 3/B• X 4• STARTING FROI EIID.S THEN 2•{• OC. t2 1/2• DRUM=) HO.TI SLEEVE ANCHOR 3/6• X 2-3/4• STARTING 6• FIMM ENDS THEN 1(Y O.C. U 1/4' EKILEDFIENT) ITWAAMSET REDHEAD CTRU-HOLT) 3B' X 4• STARTING 6' FROM ENDS THEN 24' OC. (2 1/2• EKBEMWIT) SDIPSOR t/4' X 3' TTTELN SCREVS STARTHNG 6• END$ USE PAIRS DF FASTENERS Cr APART) AT IP O.C. (I 1/2' EMBEDMENT) HLTI 1/4' X 2-3/4• KVIX-CON II+ SCREVS STARTING 6' FROM ENDS. USE PAIRS OF FASTEMERS G9' APART) AT B• D.C. U V4• EKBEMENT) WK (m PSI MMM HO.tt SLEEVE 3/H' X 2-3/4• ST 'FROM ENDS THEN E2• Q.C. Q 1/4' MM CER. USE FASTENERS FOR HOLLOV C -W SLOW .LAGS AND HILTS CAN BE COUNTERSUNK TD PROVIDE A FLUSH KUIBR M SURFACE WWARATION OF VOUII JAMBS BY OTHERS STRUCTURE STRUCTURE STRUCTURE SGaim M IM KEN2 N 1-1/2' FON }--4' • JAMD 3• N:N k1RODL1C7'RS4ma acaotrir wilA Lbs DYifiOs 45A±4NSR TABLE I TABLE 2 TABLE 4 DOOR SECTION HEIGHTS Section DOOR STRUT SPACING (BASED ON RECOMMENDED HEIGHT SECTION CONFIGURATION) Top Paid Typ (Measwed Left Edge) HEIGHT BtM #2 #3 #4 #6 #6 #7 #8 Wdth 1st 2st 3rd A B I C I D E F G H . . . . . . . . . . ZM.2 on) 13'6" IV 21" 21" 21" 21" 18" 18" 21" T 51/2" lir 3r W 76 1/Z- ;I . . . . . . . . . . . frio Long 24.000 48.000 72.000 ( � ". - ; - , gio Bead 24.626 71.375 12'6" 21" IV' IW 18" IV' 18" `18" 21", V 5112" 16" W 5r I WY 881/2" Ll :--1,2 a... - M.... p I Ali gm xmgmmEmEmm 24.60D 49.000 73.600 Mr' 1116" 211" 21" 21" 18". 18". 18'. 21- 25.126 49.000 72.876 9 51/2" 13W" 31 49' 6r 100 1/2" V12 Bead Vi4l LoM 25.000 50.000 75.000 10'6" 21" 21" 21" 21" E21" 21" IV 51/2" 18" 3r 58" 76" W 1121/2" 914 Bead 25.m 60.000 74.376 11' 51/2" 6' W 62" 7MD" W 108" 1241/2" 9'6" sr,21" 18" 18" 18" 18" 21" vj6 Long 25.500 51.000 . 7&50D -4 V!6 Bead 28.125 61.ODO 75.875 IZ 5112" lir 3r' W 79" 100" 118" 1361/2" 8'6" 21"- 21"- 21" 18" 21" vwm Lam 26.000 MOOD 78.000 51/2" 3r, W, 76-1 Wjli? 130- 148112" 1 ty vie Bead 26.M5 w-0OD 77. W110 Long 26.500 63.000 79.600 4 9-1 2411 9110 Bead 27.126 53.000 7&875 777.,.,627 �� TABLE ap AN I Lww zf.� DOOR TRACK ATTACHMENT SPLICE 90 Bead 27.M5 54.000 x.375 I HEIG -A- -IL t. 7777=7 =77 M . . . . . . . 4' . . . . . . . . . . . T T 14" 2r' 38- 46- W- 66- 76..w ft.- .,mm. --j Q A IMMU10MMUML0003MEDI"M 74 .7, FT RON plow 5. 8811 81 14!' 2r' 38" 46" W 68!' 78" VX.SlIVIE DESM LOAM 9 311 1,V 2711 3811 46" 56" 68" 78" 8W 1w, +51.1 pw If e -M3 PV 48579' 11Y 3" 14" 27" 38" 460 5Vl 6811 7811 891 10011 LARGE NPACT RMWANCE 11' 3" 14P 2r' 38" 46" W' 68!' 78" 88" 109' 110" 124!' .......... H .......... m ewvammm 12' 3" 1,V 27" 38" 46' 56' 68!' 76' 88" 100" 11U-1122" 13T ftcoavlYhowl0ft Tlmieb . . . . . . . . . ..... rr .......... m can= mw mm- om wv"wm= 13' T 14" 27" 38" 49' 56" W 78" 88' 100" 114" 122" 134!' 149' !am w man NO sommll (" GA) 1000. =Do Pft*,WCDwd XOMIL = mm M—"-=pjLl-000- -PAIUW sffl mmiff Mm MAO 1 mmam 14' 311 14!' 27" 38" 46' 56' 68" 78- 88",100" 114!' 122" 1 134- 141W', 160" B I =08f MI = Q*4A I]RC-M-180-21 ALL TRAM ATTACHMENT SPACING +/— 2- ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY I I — , ff J Center stile LoceOon UWIi • 48 000 Center stile LoceOon UWIi 48 000 Long