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WS-14-1482 F Miami Shores Village ; to 2014 Building Department �Y. 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 2e01 BUILDING Master Permit No.w� PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ® 0) I S csy r j FDL V City: Miami Shores `` County: Miami Dade Zip: �� 1 3 Folio/Parcel#: I I - -3 X0b 0( DL-S-60 Is the Building Historically Designated:Yes NO L"� Occupancy Type:(31_1 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4 K�_M I0 ! a � Phone#: '��` 3-37 Address: 6_3® J+>/JA 6 c� V �/ City: /-/ l c�J U/Ze5 State: ��� Zip: 3 d Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ALLIED DOORS SO FL Phone#: 954-942-8550 Address: 151 SW 5 CT City: POMPANO BEACH State: FL Zip: 33060 Qualifier Name: DENNIS ROMANELLI Phone#: 954-942-8550 State Certification or Registration#: CBC033137 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: /�� City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: O Type of Work: ❑ Addition ❑ Alteration ❑ New K Rep r/Replace ❑ Demolition Description of Work: � E�t :jy/-57-// /6 `0x z ®/l4 Cl-A <�e— Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. &Rd- Signature �c%C Signature o cCA.1 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of���20 kq by F_day of &J�J .20 kkk by who is personally known to DENNIS ROMANELLI who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sin Sign• Pnt: c Seal: Seal: ,�y HENRY RAMIREZ HENRY RAMIREZ p f MY COMMISSION#FF 102369 MY COMMISSION#FF 102369 f EXPIRES:March 16,2018 EXPIRES:March 1fi,2018 ,• Bonded Thru Notary Public Underwriters Bonded Thru Notary Public Underwriters APPROVED BY 1 t Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) ?�AvP - - �,l�{.ri 1 G;I��clr�.�. � 3 3��'�4 �•, PL � E Xls�� AIC - C//4 C-,�A jUL (D Miami Shores Village s. APPROVED BY DATE ZoNfNG DEPT OP % BLDG DEPT Y- SU13JECT TO COMPUANCE WITH ALL FEDEFIAI.STATE AND COUNTY RULES AND REGULATIONS A i ATarr i;0;0*_* GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C EXPOSURE C EXPQ$URE D EXPOSURE D.. Mean Design Pressure Mean Design PressureMean Desig#Pressure Mean Design Pressure Door Door Roof Door Door Roof Door _.Door Roof Door Door Roof Width Height Height Positive N alive Width Height Height Positive Ne aWe "Width Height Hei ht Positive N" alive Width "Hei ht Height Positive Negative 8 7 35.6 -44.7 8 8 35.2 -44.0 8 8 8" 427 fr3.4 9 7 35.3 -44.0 9 8 34.9 -43.4 7 42.& - 9 :I 8 42.4 -52.6 16 7 15 33.8 -41.0 16 8 15 33.4 -40.4 .16 7 ' "1 41.0'' "-45.8 6 8 15 40:6 -494;r> 18 7 33.5 -40.4 18 8 33.1 -39.7 18 8 40.2 =48,2 8 7 36.1 -45.3 8 8 35.7 -44.6 6 7 ?43:7: -54A 8 8 43.2 -54.0 9 7 35.7 -44.6' 9 8 35.4 -43.9 9 7 43:3 54.1 9 8 42.8 -53.2 16 7 16 34.2 41.6 16 8 16 33.9 -40.9 16 7 96" 41.4; -50.4' 16. -778-: 16" 41:0 49,5 18 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41.1' -49.6'' 18 < 8 40.6 -48.8 8 7 36.5 -45.9 8 8 36.2 -45.1 6 7 44.1- -55.4 8 8 43.7 5455 9 7 36.2 -45.2 9 8 35.8 -44.5 9 7 43,7 54.6.' 9 8 ;43,3 >53.8 16 7 17 34.7 -42.1 16 8 17 34.3 -41.4 16 7 17 ` %41:9' A0.91 16 ' 8 17 ;;41.4 " " -50.1 18 7 34.3 41.5 18 8 1 34.0 -40.8 1 7 414: -50.2' 18 8 41.1 49.3 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6:, 55.9 8• ""8 "- 44.1 -55:1 9 7 0 18 36.6 45.8 9 8 18 36.3 45. 9 " �1g; ""442' " -55.2 9 $ 18 437 x543 16 7 35.1 .42.7 16 8 34.7 -41.9 16 ; 7 423 " X51.4>s 16 8 4 9 5{5:6 18 7 34.8 -42.0 18 8 34.4 -41.3 1$ 1:774T.9, -50.7''" 18 8 41,5" -49$ 8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 °45.0 -56;5` 8 8 44.5 -5516 9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 4#� 19, 44.61. 55.7 9 8 1S 44.1 -54.8 16 7 35.5 -43.1 16 8 35.1 -42.4 427 -51.9'5 16 8 42.3 ,51.0 18 7 35.2 42.5 18 8 34.8 41.8 42.3' -51 9i' 18 8 41.9 -50'3 8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 57.0' 8 $ 44 9 -56.1 9 7 20 37.5 -46.8 9 8 2U 37.1 -46.1 9 7 2t1 45.0' -56;2 9 8 20 44.5 -55:3 16 7 35.9 -43.6 16 8 35.5 -42.9 16 7 43.1 -52.4 16>a 8 426 51.5, 18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 51.6 18<` 8 42.2 -50.7 8 7 38.2 -47.9 8 8 37.8 -47.2 $ ' 7 45.8: -57.5 8: B 45.3 -56:6. 9 7 37.8 47.3 9 8 37.5 46.5 9 7 45.4; -58.7 9 8 44 9 -55:8 16 7 21 36.2 44.1 16 8 21 35.9 43.3 18 7" 21 43.4 . _52.6 16 is 8 21 43.0 -5t's9 18 7 35.9 43.4 18 8 35.5 42.7 18 .7 4&0;1-62.0' 18 8 8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9 9 7 22 38.2 47.7 9 8 22 37.8 47.0 .9" 7 45.7 -57.1' 9 E 8 45A� -56,2 16 7 36.6 -44.5 16 8 36.2 -43.7 16 7 43.8 53.3.': 16 8 43.3 18 7 36.3 43.8 18 8 35.9 43.1 18 7 4 :62.5:' 18 &" F" 429 »516 8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 465'< 45:0 575- 9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57.6 9 ' 8 45.6 5&7-'. 16 7 23 3623 .9 44.9 16 8 23 36.6 44.2 16 7 23 44.1._ -53.7<: 16 $"" 43:7 -528 18 7 36.6 -44.2 18 8 36.2 -43.5 18 7 43.7 i 52.91 18 8 " 43:3 -520 8 7 39.3 49.3 8 8 38.9 48.5 8 7 46A -W.8;' 8 8 46.4 -57:9 9 7 24 38.9 -48.6 9 8 ' 24 38.5 -47.9 9 7 24 46.4 -58.0 9 8 24 46.0 -57t 16 7 37.3 -45.3 16 8 36.9 -44.6 16 7 44.55 •54.1:! 16 8 .44:0 18 7 36.9 44.6 18 8 36.6 43.9 18 7 44.1 53.3:: 18 i .8 43.6,:1 -52:3 8 7 39.8 49.7 8 8 39.2 49.0 8 7 47 2`: 59.2'' 8 8 96:7" -56:3 9 7 25 39.3 -49.0 9 8 25 38.9 -48.3 9 7 2 46.8 -58.4. 9 8 25 46:3;" -57:5 ' 16 7 37 45. .6 7 16 8 37.2 44.9 16. 7 44.8; 454,4 16 8 18 1 7 1 137.3 -45.0 18 8 1 36.9 -44.3 1 18"': 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. c 5) Most garage door openings will no be located completely In zone 5. Therefore individual a, c a ressures. LnN t����111tIt�j 6) or mlean ations roof he heights less tharesult In lowern 15',use 15'pressures. . ..... 7) This Table is only to be used in conjunction with Amarr Garage Doors. E `���P••• [{V S•r�•aQ ,� d a ��• No 0048579 ';�'A Z v 165 Carriage Court•Winston-Salem,North Carolina 27105 aid • ; •C Phone(336)7445100•Fax(336)744-5815 .5 r- .0 r - • +o> www.amarr.com QE) 91 I lS •••r•••N 3 tVf ���iS�ONA�-� ��� "N H8111111% t d MIAMliD E MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMIT'T'ING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(7W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%in1ainidade,&_v/pera/ Amarr Garage Doors 165 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). r 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.PERA 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 1200 WeatherGuard Plus&Heritage 3000 Steel Sectional Garage Doors up to 16'-0"Wide APPROVAL DOCUMENT:Dra g No.SFC-590-010,titled odel#1200 WeatherGuard Plus w/ DuraSafe&Heritage 3000 Short,Long, , ummit Panels",Sheets 1 through 3 of 3, dated 06/21/2001,with revision D dated 07/25 prepared by Amarr Garage Doors,signed and sealed by Thomas 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 Oficial. This NOA revises and renews NOA#09-0604.02 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.12-0228.09 DAD Expiration 17 JAPPROVED1. �pJ Z Approval Date:May 3,2012 d�/�'¢ Page 1 Amarr Garase Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC-590-010,titled"Model#1200 WeatherGuard Plus w/DuraSafe& Heritage 3000 Short,Long,Flush,Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3,dated 06/21/2001,with revision D dated 07/25/2011,prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS 1. 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Amarr 16'x 7',24 ga. steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc., Test Report No. ATLNC 0912.01-11,dated 10/13/2011, 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#A7420.01-106-18,dated 04/12/2011,signed and sealed by Joseph A.Reed,P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A., dated 01/25/2012,signed and sealed by Thomas L. Shelmerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file# R11.812. F. STATEMENTS 1. Statement letter of code conforman to 2010 FB and no financial interest issued by Structural Solutions,PA.,dated 0 8/2012, s' ed and sealed by Tomas L. Shelmerdine,P.E. o zF4/1- °Ix Carlos M.Utrera,P.E. Product Control Examiner NOA No.12-0228.09 Expiration Date:May 16,2017 Approval Date:May 3,2012 E-1 ABLE ROLLER CARRIER ATTACKED V/GD 1/4'x 1/B' 1401 DI&ASAFE 13 01 QALY.COMMERCIAL. DOLT i AER PER BRACKET C NTTEER�HINME ATTACHED TDP ROLLER HRAIDET ED GA GALV.STEEL BECTRW STRAPS 0 LEX HEAD SCREWS 2• TED At M CENTER HUM AATATTAC ED W/JUIN%%SIDED TAPE 0 IS,SEC=L.x 10 1/E' ATTACHED W/(4)1/4•x 1D'SEC.a 11'%13 I/R' 3/4'HEX HEAD SWMI 0 PER /16'SILT RETAINER _ /B'x 3 1/B'x LBW RACKET TED BEHIND EA 04 SA KIN EXTERIOR SKIN PICAL T13P FIXTURES V/BA KED O4 POLYESTER FDOSH " 1 TYPICAL DURASWE CENTER FRINGE NTS 2 A. 1 3/4N x B T/E'H X IS QA CS' 1 R-TIUISATTASSSID GALV.STEEL R-TRUSS 41 N 1 7/9'N 14 W A U41 NIX IDi/rD SCREWS AT-EACH END PLATE STILE AND 0 1/4'x 3/4'LEX W.0OP SCREWS AT EACH SEG ST LLED THE INTERIOR SKIN QMS'f TDP 13FTEACHENDI ON THE o .cr IN IM RIVETSO 0 IFC-FREE EXPANDED I LEMS 7401A.A17O�1 DENSITY TYPICAL DIUHLER PLATE r ReS,73.WG17 IMS. $ .6B s rax 1c sEcrnN MIGHT IN. 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