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WS-13-2229
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 200335 Permit Number: WS -10 -13 -2229 Scheduled Inspection Date: November 06, 2013 Inspector: Rodriguez, Jorge Owner: BURKETT, MARTIN & NATASHA Job Address: 434 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC tiuuaing uepanment comments REPLACE GARAGE DOOR Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060140460 INSPECTOR COMMENTS False Phone: (954)942 -8550 November 05, 2013 For Inspections please call: (305)762-4949 Page 16 of 34 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 05, 2013 For Inspections please call: (305)762-4949 Page 16 of 34 ^ e \�� 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 _7 C, 206 BYmmoo_o _ ®moo 00 �C • I Permit No. Master Permit No. - Daxl Permit Type: BUILDING ROOFING JOB ADDRESS: 7 City: Miami Shores p County: Miami Dade Zip: 3-313 Folio/Parcel #: //' J �t 01 ® T 6 D Is the Building Historically Designated: Yes NO Zone: OWNER: oName ® ^ (Fee Simple Titlehoolldjer): lQ i`G 6 1 � ! ° � / Phone #:-7 C " 3 ® — '16 `Z Address: q3# � `° 6_ C 5_ 51 City: 141 l SP-0 12 67-S State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 151 SW 5 CT ALLIED DOORS SOUTH FLORIDA INC 954- 942 -8550 City: POMPANO BEACH State: FL Zip: 33060 Qualifier Name: DENNIS ROMANELLI Phone #: 954 -942 -8550 State Certification or Registration #: CBC 033 -137 Certificate of Competency #: Contact Phone #: 954-942 -8550 Email Address: nina @allied- doors.com DESIGNER: Architect/Engineer: � ;;� Phone #: Value of Work for this Permit: Sauar inear Footage of Work: I a; Zo Type of Work: ❑Addition ❑Alt ❑New eplace ❑Demolition Description of Work: REPLACE ( EXISTING l e� O/H GARAGE DOOR Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 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 an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice ommencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. A o, a c rtified copy of the recorded notice of commencement must be posted at the job site for the first inspecon which ors seve (•) d s after the building permit is issued. In the absence of such posted notice, the inspection will not a ypproge an will be charged. � Own r�r Agent The foregoing in ment ��w,,as acknowledged before me this day of 'F , 20 �!-�by NV 4'l ' ft- &K who is per sonally known to me who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY MARY C. SHEA Notary Public • State of Florida My Comm. E*res Sep 25, 2015 �C mmiWon # EE 101231 0 00 Contractor 'n The foregoing instrument was acknowledged before me this �!1 day of , 20t�, by DENNIS ROMANELLI who is personally known to me or who has produced ' —/' !6/41�3 Plans Examiner Structural Review (Revised 3 112/2012)(Revised 07 /10 /(Y7)(Revised 06/10 /2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PUBLIC: Sign: ® Ga Print: My Co Tres: MARY C. SHEA • ,E Notary Public • State of Florida o,: My Comm. Expires SOP 25, 2015 Commission # EE 101231 Clerk �`�� pY CERTIFICATE OF LIABILITY INSURANCE DA 8/29/2013 D m 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 Iieu 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 COINaTeCT Cindl Hankins PHONE 561- 226 -6154 FAX 561- 226 -3581 (AfC. No 2' WL : cindi.hankins@wellsfargo.com INSU AFFORDING COVERAGE NNC ti INSURERA: Colony Insurance Company 39993 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURERS: 8/30/2013 INSURER C: EACH OCCURRENCE INSURER D PRISES Ea D nce INSURER E MED EXP one person) INSURER F PERSONAL & ADV INJURY rnvFlaer_N:Q CFRTIFICOTE NUMBER! I501Jy:i41 REVISION NUMBER: See below 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. WSR I LTR TYPE OF INSURANCE DL SUER POLICY NUMBER POLICY EFF D POLICY EXPO D A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx–] OCCUR $ODeductible 103GL00072600 8/30/2013 8/30 12014 EACH OCCURRENCE $ 1.000.000 PRISES Ea D nce $ 100.000 MED EXP one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2.0001000 GENT. AGGREGATE LIMIT APPLIES PER: POLICY I—XI PRO LOC PRODUCTS - COMP /OP AGG $ 2.000,0w $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS HIRED AUTOS NON-OWNED COMBINED SINGLE LIMIT Y INJURY (Per perm) $ Y INJURY (Per accident) $ DAMAGE $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE a OFFICERIMEMBER EXCLUDED? (Mandatory In NFL) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC STATU- O1N- E.L. EACH ACCIDENT $ 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 apace Is required) If Certificate Holder has requested to be listed as Additional Insured, please refer to attached policy form HG 00 01(06/05) r=oTlelreTF unl nFR CANCELLATION CITY OF MIAMI SHORES 10050 NE 2ND AV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORED REPRESENTATIVE 9 t+ LaK The ACORD name and logo are registered marks of ACORD © 1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) A� ® CERTIFICATE OF LIABILITY INSURANCE DATE 0 /2°;3 ' 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 BYTHE 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 terns 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). POLICY EFF NUDD CONTACT PRODUCER Risk Transfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 NAME: PHONE 866.481 -9363 A/ FAx No Ext : A/C No ADDRESS: INSURER S) AFFORDING COVERAGE NAIC # INSURER A :CastiePoint National Insurance Company 40134 $ INSURED Leasing Resources of America, Inc. Labor Contractor for leased workers to: Allied Doors South Florida, Inc. INSURER B:Tower Insurance Company of New York 44300 INSURER C: INSURER D: 9280 Bay Plaza Boulevard Suite 715 $ MED EXP (Any one person) Tampa, FL 33619 INSURER E: CLAIMS -MADE D OCCUR INSURER F-: # C=CMCICATF IUI IMRFIa- WA.IRKSFr� KtVINIUN NUMt:ICK: 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 INS B POLICY NUMBER POLICY EFF NUDD POLICY EXP MIDD LIMITS 10050 NE 2nd Ave GENERAL LIMILITY Miami Shores, FL 33138 EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO PREMISES Ea occurrence $ MED EXP (Any one person) $ CLAIMS -MADE D OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ $ POLICY PRO-- LOC AUTOMOBILE LLA ILI Y Me cciden SINGLE LIMIT BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS H RED AUTOS NON -OWNED PROPERTY DAMAGE Per accident $ UMBRELLA UAB HOCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS MADE DED I I RETENTIONS $ A B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIErORIPARTNERlEXECUTIVE IWSLTHPEOD040202 WSLTHPE00039602 03/01/2013 03101/2014 X I WC STATU- I I oTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 OFFICERIMEMBER EXCLUDED4 � (Mandatory in NH) N / A E.L. DISEASE - POLICY LIMIT $ 1,000,000 If yea, describe under DESCRIPTION OF OPERATIONS below $ DESCRIPTION OF OPERATIONS f LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Coverage is extended to the leased employees of altemate employer in all states except In monopolistic states (ND, OH, WA, WY): Allied Doors South Florida, Inc. #63594 (Effective 311/12) reoIncif -A C unl nGO CANCIFLLATInN Page 1 of 1 W 1956 -2010 AGORU CORPORATION. All rignts reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATETHEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave Miami Shores, FL 33138 Page 1 of 1 W 1956 -2010 AGORU CORPORATION. All rignts reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD w�w'ell WM OF FLORIDA PST NT OF Baal l 90 AND, PROF -RSSI L REGULATION 115 S. Andrews Ave., Rrr►. A- 400 -,''Ft. Lauderdale, FL 33301 -1 °395. - 954- 831 -4000 taxAftw T`�ahsfei`Aas Goltec ion Cod Total Paid' 2T =00 4..',06 r 0.011 27.00 Aj 2013 #� F � if'LI�.�VCE WITH ALL FEDERAL: )!�S AND RFGULATIOfVS •' WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width Door He" M Mean Roof Height Design Pressure Pos"ithm hkiative 8 7 15 35.6 -44.7 9 7 35.3 33.8 -44.0 -41.0 16 7 18 7 33.5 -40.4 8 7 16 36.1 -45.3 9 7 35.7 -44.6 16 7 342 -41.6 18 7 33.9 -41.0 8 7 17 36.5 -45.9 9 7 362 -452 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 -42.7 18 7 34.8 -42.0 8 7 79 37.4 -46.9 9 7 37.1 -46.3 16 7 35.5 -43.1 18 7 352 -42.5 8 7 37.4 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 -43.6 18 7 1 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 98.6 -48.4 9 7 382 -47.7 16 7 36.6 -44.5 18 7 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 -442 8 7 24 39.3 -49.3 9 7 38.9 -48.6 16 7 37.3 -45.3 18 7 36.9 -44.6 8 7 25 39.6 -49.7 9 7 39.3 -49.0 16 7 37.6 45.7 18 7 37.3 -45.0 EXPOSURE C Door Width Door Height Mean Roof HeCht Design Pressure Positive Negative 8 8 15 am 352 -04.0 16 8 -40.4 33.4 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 a 17 362 -45.1 9 8 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 -462 9 8 36.7 45.6 16 8 35.1 -42.4 18 8 34.8 -41.8 8 8 20 37.4 -46.7 9 8 37.1 46.1 16 8 35.5 42 9 18 8 352 -422 8 8 21 37.8 -472 9 8 37.5 -46.5 16 8 35.9 -43.3 18 8 35.5 42.7 8 8 22 382 47.7 9 8 37.8 47.0 16 8 362 -43.7 18 8 35.9 -43.1 8 8 23 38.5 48.1 9 8 382 47.4 16 8 36.6 -442 18 8 362 -43.5 8 8 24 38.9 -48.5 9 8 38.5 -47.9 16 8 36.9 -44.6 18 8 36.6 -43.9 8 8 25 392 49.0 9 8 38.9 -48.3 16 8 372 -44.9 18 8 36.9 44.3 Elm GARAGE DOORS Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7 -10, Chapter 30, Part 1, for Low -Rise Buildings. 4d ® ®e a tt Be ®® 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures show �00 ®1 slit, !-,e 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category 4 residential application 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. ® ®m ° ®O E I S, 6.', 5) Most garage door openings will not be located completely in zone 5. Therefore individual ��o ®' calculations will result in lower pressures. s NO 0046579 6) For mean roof heights less than 15', use 15' pressures. a 7) This Table is only to be used in corgunction with Amarr Garage Doors. v 165 Carriage court ® Winston - Salem, North Carolina 27105 ®��� • ®� ` ®�'0 ® ® ®� Phone (336) 744-5100 9 Fox com�) 7445815 ®® ®BliO 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. REP, 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 16' -0" Wide (DP +45.8, -49.3 PSI+') APPROVAL DOCUMENT: Drawing o. IRC- 9516 - 169 -26, t' ed "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Lang, us i CRS it Panels", sheets Ithrough 3 of 3, dated 03/14/2003, with revision C dated 0210412013, 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 # 12- 0228.14 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. NOA No 13- 0503.08 NaaM I -DAD Cou n Expiration Date: , Approval Date: August 8, 2013 too �I1�� ! Page 1 Amarr Gara eg Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 9516 - 169 -26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS L Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, 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. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) 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 0205.01 -13R; dated 04/02/2013 and 06/13/2013, signed and sealed by David W. Johnson, 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 along with marked -up drawings and installation diagram of 9'x 7' 24 ga Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03% dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08- 11718.03" 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 02109/2012, signed and sealed by Thomas L. Sheherdine, P.E. "Submitted tinder NOA # 08- 0718.03" 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 financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tomas . Shelmerdine, P.E. 48 d! Carlos M. Utrera, P.E. Product Control Examiner NOA No 13- 0503.08 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E -1 7. 16 126 a3 14GA. DRHASAFE 90.LE% INSIDE ELEVATION m SO ..::... -. TFMX cm Gv271x13R6cP °!D HUT m R- TRUSS) TRACK MOUNTING DETAIL THD �1 HGVS � r1H EE o. ww EQUALS l3 Sd 9dpiEs lAG r THICFr t GA ENO CAP HEiO1R HN eOTTO% FD1T1H1E1 ON POLYEM FR°SH AI R-71tlH;S PER SECTIDH FLAG UM= ATTACHED TO YID s/1A mL x 1 -5/w LAG HILTS AHD TD 1CH% ;; ", E0 W JAMB H SEE CTAHLE AGE 3 DH P FO2 M. 9HA g SPACDS. WON A- sm VIEWo c A1lClilil/1 fiouenxxu. «v is ntouuc:R va9ea fist ° eg05'L SH! psoftoeb +45.9 PSF ®. �GEtV, Aa1w1s mND 3• 9- -49.3 PSF ws • �. �Qa *i tt�3a1T STATE{ LAW HISSi.E , a: 16 W ElD1 CAP 8€HDRI 8°PACT � 00��!.:� O RI AND HGTTDN FD1T1D1Ea RESWAlH S, °0`IS'd- IOMN LARGE MISSLE FL IMPACT RESISTANT 24,v2� 167 C4MU= cm VI16'fOtt-SALE1b 11C. ° MODK1. 980 HSAYPAOK (94 OA) 1 13 fiA�TNIQC ATTACHED DdOHBL 8B8 OAK BC°164T {84 (i! 16.AD xSCREMS M SHOIF$ IANO. FLUS%. AND DAX Rt'6 nt1nAR - 7 AV Z�oo p Wif iAEt wm mm IRC- 9516 -169 SW T3 SPECIFICATIONS _ AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 IRE VERTICAL TRACK, FROM THE TRAP( THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS MAXIMUM DESIGN LOADS OF +366.4 LBS/FT & -384.4 LBS & DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WCIH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 CA. (.0218) MK EXTERIOR SM ROLLED FORMED, W/ BAKED ON POLYESTER FINISH & DOORS UPTO 7'0- HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) S 112° R -TRUSS PER SECTION & (2) 3' 200A STRUTS AT BOTTOM SECTION S. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTIFG STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGNEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADOMION 70 OTHER LOADINGS, 8. THIS APPROVAL REQUIRES THE MANUFACTURER 70 DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPEOME14S SHALL BE CUT FROM EACH COIL AND TENSILE 7ESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TOMES A YEAR, THE MANUFACTURER SHALL MALL TO TITS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE AVAILABLE TRACK CONFIGURATIONS N.T.S. INTEI80R OF OARAGE MAX. YAD7H IWO* DESIGN LOADS ®u +386.4 LBS/FT SEE NOTE 2 -3944 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE e» c /WSW STARTING 6• FR@I ENDS T 1r TLC. O f/2' aTTATTAIFTD 2.ono NsI cnacR> ff. OLT 3/9' X 4' STARTING • EN DS TEEN 24. MC. C2 1/2' EMBEMOM t or, X14' ANcHmt 318' X 2-3/4• STARTIN 1 6• FROM ENDS THEN 12• TLC. Q 1/4• EFIBEDNENn i£DHEAB (TRU- 130LTf 3J8' X 4• STARTTIS. 6' FROM ENDS THEN 22' 06 (B1/2' EMIMESIENA OEM LOAC +45.8 PSF -49.3 PSF 2 3/44' KVW Im EMBEDMENT) -CCON II* SCREW STARTING 6• FROM ENDS. USE PAMS DF FASTENERS (3• APART) AT IF O.G U I14' E1MU ENn A TI SL ANCHOR W"9'2-3/4- STARTING 6• FRUH ENDS THEN 14. UZ O 114' EMBMMMT> CDR, USE FASTENERS FOR HOLLOW C -90 21.000 ■LAGS AND SOLOS CAN BE COWTERSUMC TO PRGVI>E A FLUSH HOUNMIIIG SURFACE, MREPARATIW OF WOOD JAMBS BY OTHERS F u u 4� ' PRoommaymm aewgwA*wmAeTbdit Ao"W No By N{ mm By DM m MAP 1RABSIMAIRER we BY AE um W4/C3 RC-9516-159-26 STET I IF 3 .E I DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP ATTACHMENT A B C D E F G I H f T IIJIKILIMIN 7- 117112- S am -4 P .4 100 11 //2° r 141/2" 32112" 50 112r" 68 -112. 861/2" ,ME 9. V, . . . . . . . . . . 14" ..am 2r 38" 46". MAN 56". M. W 1121/2' IV 41/2° r 17 1/2' 381/2" 59112" 771/2" 951/2" Iw ' 111 4112' r 17112" 351/2" 631/2' 711/2" 1/2' 1071/2' I I V V 1/2 124" "VNIA N kii, 38" 46" W 6W M p899 ...... . . . . . . I Vol 4 12' 4112" 7" 17112" 381/2' 591/2' 801/2" 101 1/2' 119 1/2' 136112'1 w 4= NNW 169112-177 if 95 112' 113112" 131 1 /2a 14" IV 4112" 7" 171/2" 38112" om 88" 100"110' 124" T'li-gav ME Mwmmm'- IV 41/2" 7" 171/r38112"1591/2-180112-101112-,1221/2"11431/2" TABLE 3 DOOR HEIGHT TRACK ATTACHMENT ISPLICE A B C C D E G H IIJIKILIMIN S -4 P .4 9. V, . . . . . . . . . . 14" ..am 2r 38" 46". MAN 56". M. W M, 78" W' -Mom= Iw ' I I V V 3" 14" 2r 38" 46" W 6W M W-TOY'l- 112" w 4= NNW 111 3" 14" 2r. 38" 46" 56" 68" 78" 88" 100"110' 124" M, Mwmmm'- "'Mm mom 3- 14' 27-138- 46- SW W 78W- 88. 100"110"122'V Iw 92M. . . w 100, W I22" j 134" 148" MIME- 14" 78- 160, ALL TRACK ATTACHMENT SPACING +/- 2* ALLOWED PATH SYP NO.2 OR BETTER ONLY -I I= a TABLE 2