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WS-12-1619Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179009 Permit Number: WS -8 -12 -1619 Scheduled Inspection Date: September 27, 2012 Inspector: Bruhn, Norman Owner: LERET, LILIANA Job Address: 52 NW 99 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ADCO OVERHEAD GARAGE DOOR INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1131010330050 Building Department Comments REPLACE8X7 Infractio Passed Comments INSPECTOR COMMENTS False PasseditdiZ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178574. CREATED AS REINSPECTION FOR INSP- 177919. No access September 26, 2012 For Inspections please call: (305)762 -4949 Page 26 of 43 4 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 FBCZOj0 RECEIN AUG 2 9 2012 B Permit No. V&A 1 a-166 Master Permit No. Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): A L1 U p .py L.'S. sz..e Phone #: Ck5 LI GO 5 1Q T Address: S. ._ `_ ' Sq., S� City: 1'. M' ‘ �.3TI. State: c LIO It ti> IS Zip: 1 Tenant/Lessee Name: Phone*: Email: JOB ADDRESS: S. Z \-N-11 ` S C. T City: Miami Shores County: Miami Dade Folio/Parcel #: i 1 " ?j \ - On 00Se) Is the Building Historically Designated: Yes (27) Flood Zone: Zip: CONTRACTOR: Company Name: 1.�. � i • / e. Oov:�: Phone #(e #r -S9:2-10, `?S-?`% %cad 6'c • Address: �°�� City: State: tr'1..— Z' : f Gle, Qualifier Name: ( -cal Z Phone #: State Certification �otr�Registration #: Certificate of Compete�QY #: Contact Phone #: Chi I s Email Address: (\ t�j&'t, , q . ,� Sr DESIGNER: Architect/Engineer: U Phone#: talue of Work for this Permit: $ I ..5:2_/* .44 el Square/Linear Footage of Work: Type of Work: OAddres Description of Work: S 1.614 to woe i5�ir`> .LSR fad+ **pt. OAlteration Osic Repair/Replace ODemolition Submittal Fee t�— Permit Fee $ I/O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 11 iC 00 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 Fi .FCTRICAL 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 in . "ction which o rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will he pproved a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before day of AV t , 2069; by t / i 441-r" L who is pe ply known to me or who has produced who is pers s y known to me or who has produced As identification and w i 0 2 2 -53 3 "� S as ientif cation and who did take an o th. • TARY PLBLIC -b lit �I�� G• NOTARY PUBLIC: .• Humberto Fernandez NOTARY PUBLIC: f " Commission # EE045590 Signa+40� —A+ead director e this 61e foreg . ng instrument was acknowl day of , 20/.by fore me this Sign Print: i,rlT k .�•' Expires: DEC. 03, 2014 :1 'r ED ID'niRII ATLANTIC BONDING CO., INC My Commission Expires: Sign: Print: My C * ** ** * **** x** ***** * ** ** * ** * *** r* *** *** **a * ** * ** *** **** * *** * * **** * ** APPROVED BY �• Illiettiry Public - State of Florida Q'Q My Comm. Expires Aug 15, 2010 � °' Commission # EE 827190 33 f7 /4— Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) P, :Mini Shores Village APPPOVED _y.! BY orvING DFPr BLDG r7F-PT LL,JECT 0 CCP,IPtIANC W� Hl� bEPARTME ` l OF PE ITTING, ENVIRONMENT, AND REGULATORY A2 FAIR (PERA) '71-7 f\ ^4 L'r !,N , LFS AND BOARD AND CODE ADMINISTRATION DIVISION - - ____ _ - NOTICE OF ACCEPTANCE (NOA Clopay Building Products Company 8585 Duke Boulevard Mason, OR 45040 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). 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: Steel Pan Sectional Garage Door up to 9' -0" Wide with Impact Lites • APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lates ", dated 10123/2006, with last revision dated 12/15/2011, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, Installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a paneL RENEWAL ofthis 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 ofthis 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 ofthe 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. LIMITATION: This approval requires the manufacturer to test all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM B-8 by a Miami Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimen were selected from coils at the manufacturer production facilities and a notarized statement from the manufacturer that only coils with yield strength of 30,600 psi or more shall be used to make door panels under this 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 ofthe 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 renews NOA # 07- 1120.06 and consists ofthis 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. M1 -DADA COUNTY ALL FE PRODUCT • NTROL SECTION RA11-1805 26 Street, Room 208 R E G tJ �, Miaani, Florida 33175 -2474 _ -_ _E(A6 I5- 90 F (786) 315 -2599 www.m la midade.aov /pera/ NOA No 12- 0105.01 Expiration Date: February 21, 2017 Approval Date: March 1, 2012 Page 1 Clopay BuildinE Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated 10/23/2006, with last revision dated 12/15/2011, sheet I of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. D. TESTS "Submitted under NOA # 06- 1107.02" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 2) Large Missile Impact Test per FBC, TAS 201 3) Cyclic Wind Pressure Loading per FBC, TAS 203 along with marked-up drawings and installation diagram of Clopay 9'x 8' 24 ga.. Steel Door, Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01 -07, dated 11/05/2007, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 06- 1107.02" 2. Test report on Accelerated Weathering Using Xenon Are Light Apparatus, pparatus, per ASTM G 155, Test Report No. HETI.06 A002, prepared by Hurricane Engineering and Testing, Inc, dated 11/08/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports No. HETI-06 -11566 and HET[- 06 -T634, prepared by Hurricane Engineering and Testing, Inc., dated 07/14/2006 and 11/08/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report on Self-Ignition Temperature (ASTM D 1929), Rate of Bum (ASTM D 635) and Smoke Density (ASTM D 2843), Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/2006, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 04-1107.02" 1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/2006, signed and sealed by Scott Hamilton, P.E. D. QVALXTY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTI01CATXONS 1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI- 06 -T596, T597 and T598, dated 08/24/2006, signed by Rafael E. Droz-Seda, P.E. 2. Salt Spray Exposure Test Report No. 30160 -04- 63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 1?. STATEMENTS 1. Statement letter of code conformance with 2007 and 2010 FBC, issued by Clopay Building Products Company, dated 02/17/2012, signed and sealed.by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 01/04/2012, signed and sealed by Scott Hamilton, F.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12,0105.01 Expiration Date: February 21, 2017 Approval Date: March 1, 2012 ObORTW10M ' i a- ' . ir' 4i1,377,311151t111111111111 INSLITialmimmmoni 1 ,.ew Mrn ted.Lfa:(t itii2i: [)C YaNt•Y�,nliYr[•]aE47irrb a��)a myRairnrilsiolliErr[3IroraoNa */4•511141.111,171. rbyr[•1rEfyrFT.LTpursOm •r, 11,. Wi 5'.aeDMFLiillN ii�dv •1. 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PRESSURE Irc r t SYP "�IR[SS p ITIOR O 0510£ NOT LDS THAN t20) PSI � "}��y:�, CSNTtiuONE moo room TO TIE mos. ...Ammo MOM Titt ITC ��BfltR W } j OIIOE t 06 p 81151. CONl2Ta1£ *O Tan RGMrp NO TAFFlII0 5 � � MALL ORS %qCF ' f Stoat N'7D C TO 80 24 VERTICAL JARS TO ON.V. E1[4 OAR, MX MOO TO units E1RE W/(4) 0'CR 1140/4' ow N£01. ECM*. 1 /15' Rolm motors 155003 D Olt £K0 ROit£R EN5t7. 14 0A. 0 5 STEM. IRO MCC TATTOO TO 0'W MUER N/(47 0CN 51455/5' M UT IRK SCREAM* (q '/4.00, RPM ffiIfML s' 1014405 ETEEi ,t7,1=..;�� iic R ri (rN /4' ENB[o) 014 UPCpN C55C l(yE 0"... >f }Y11iatt 3•lu ' antr l r ifirtTlia(t i )Z iw �-"'F 1MCITS t 'IlL■.....![3' _i7l1111(M OltlYiYL^?7')is<S•3 TIC MV: z • ry °y{ �4�Ly3 yf �{' �► rF�YZM][ �EpIIplpFYigapL }iy)pyi;iA. #{IIill'T3{"i�.;L^.: 7YF3Sy • llgNEBTMdl05jS rrMB ti a t£7y !S 1s ��1rt' 031 a5r 1a1i�.If ak'IN4 tiWMETA � iZS�1�1iIR)i•7 nu. MU 9'0'W ■ 16'01i ERAVa1G Rum* 103547 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR - COMMERCIAL SIZES 2010 FhO11 DA BUIL! DADE CO., FLORIDA THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. BUILDING PRODUCTS A Griffon Comrxiny NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT MEAN ROOF HEIGHT 23' • - - ! -- - ' , 16' 25' 17' I OPENING SIZE 18' +38.3, 19' +38.7, 20' +39.0, 21' +39.4, OPENING SIZE 8' ' +35.6 -, +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -47.7 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.7 -47.1 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5, +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] 4/27/2012 IN ti _�G E lit g. 0. 1. R 4 STATE �: OF ^'1** MEAN ROOF HEIGHT 22' 23' 24' 25' I OPENING SIZE 8'x7'' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, +36.6, -44.7 -44.0 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] 4/27/2012 IN ti _�G E lit g. 0. 1. R 4 STATE �: OF ^'1** f 45-2 AI 140 sroitl r2,,Fr-A9/9-g 4) �5e 71./4�L ► s 4 4t17 ' 64P-Ass 1 7