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WS-11-1588Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163852 Permit Number: WS -8 -11 -1588 Scheduled Inspection Date: September 21, 2011 Inspector: Bruhn, Norman Owner: BURSTARD, JOHN & MELISSA Job Address: 623 NE 97 Street Miami Shores, FL 33138 -2470 Project: <NONE> Contractor: ADCO OVERHEAD GARAGE DOOR INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060171870 Building Department Comments REPLACE OLD GARAGE DOOR FOR NEW HURRICANE DOOR Inspector Comments Passed,19)/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 20, 2011 For Inspections please call: (305)762 -4949 Page 16 of 34 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number la n„ Garage Door Pe ii taus APPR VE Expiration: 02/27/2012 Applicant 623 NE 97 Street Miami Shores, FL 33138 -2470 1132060171870 Block: Lot: JOHN & MELISSA BURSTARD Owner Information Address Phone Cell JOHN & MELISSA BURSTARD 623 NE 97 Street MIAMI SHORES FL 33138 -2470 Contractor(s) Phone ADCO OVERHEAD GARAGE DOOR IN CeII Phone Valuation: Total Sq Feet: $ 788.00 64 1 Type of Work: REPALCE GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.80 $2.00 $2.00 $0.20 $110.00 $8.00 $0.80 $121.60 Pay Date Pay Type Invoice # WS -8 -11 -41878 08/29/2011 Credit Card 09/06/2011 Check #: 7145 Amt Paid Amt Due $ 50.00 $ 71.60 $ 71.60 $ 0.00 Available Inspections: Inspection Type: Final 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: 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. Futhermore, I authorize the above -named contractor to do the work stated. September 06, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 06, 2011 1 t I I _CAA (Z*3 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 FBC 20 RECD:° ADO 20 A11 BY- Permit No.0 t (— Master Permit No. Permit Typ • BUILDING ROOFING AA�� __ OWNER: Name (Fee Simple Titleholder): ltS5 . A �n.v j�A Phone #:( aos) r7 N -Y? Z Address: ,,n6 N 9_ 1 �� City: II `TOWN (5Y b QS fL State: (.33-1-3t L Zip: 13 S Tenant/Lessee Name: CO ` Phone #: Email: V1nP�tS Ifleas°FclJ iII Ssu' /'le1 JOB ADDRESS: tJ 93 d''....% E. 9.--) Sf. r� City: Miami Shores County: Miami Dade Zip: 32)13 F Folio/Parcel #: .1 1 36)--060 171876 Is the Building Historically Designated: Yes NO Flood Zone: �/P j G wig ObtIS Phone #: (3, 9'$5 r& io CONTRACTOR: Company Name: Address:� ��7�7 -? N J Jb City: M a Chin; State: �� pf� L Zi `� � Qualifier Name: 14 J�4-o FMS d' � Phone#: X84- Rf see, State Certification ,�r Registration #: Certificate of Competency #: /q.- 9 f'�-- LC'•. Contact Phone#: L J �$s - Z "3 (® Email Address: C aiase, 0Ea /6 & Yqk o . C-6 4/I DESIGNER: Architect/Engineer: Phone #: �7 e Value of Work for this Permit: $ / ��® Square/Linear Footage of Work: �y Type of Work: ❑Addition yy ❑Alteration New /t Lil epair/Replace ❑Demolition Description of Work: IGi r4 D (2 J t C 4 r 4 - C) ** ** x**** **** *+ x********************m * *Fee�� x+ x�x�xa :x��+�xn��x�x�p�x�x�x�x**** * *** x+x** **�x�x�x *x�+�•x� *** Submittal Fee $c Permit Fee $ �O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 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 rein, pection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of QL6es-1- , 20 it , by Mei ■66a a /el , who is personally known to me or who has produced t . PL . As identification and who did take an oath. NOTARY PUBLIC: Sign: I l Print: komb -e✓ +c My Commission Expires: C -;TATE OF FLORIDA ernandez Commission # EE045530 ,,..•• Expires: DEC. 03, 2014 BONDED THRC ATLANTIC BONDING CO., INC. Signature Contractor The foregoing instrument was acknowledged 9 before me this day of A136 , 20 _II, by (+J,Ibei* F iiiil/lck2- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: coratd a.ki-tro Mity A R1DA F Commission # DD 811516 Expires: AUG. 04, 2012 BONDED TRRU manic BONDING CO., Q C. My Commission Expires: ***** ******************** ** G, ********************************************** **** ************************* ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 09/06/11 11:52AM HP LASERJET FAXADCOGARA p. 01 ADCOO -1 • ' • • P ID: .4W ' -''CY Lwww CERTIFICATE OF LIABILITY INSURANCE DATE( 06 •D.'YYYYg 12111 Ej ;1�; THIS CERTI ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOL CERTIFICA - DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW. T IS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), RUT REPRES TIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. R. TH) ' OLICI ORIZE < <) ''E+ IMPORTA If the certificate holder Is an ADDITIONAL INSURED, the pol(cy(Ies) must be endorsed. If SUBROGATION IS WAIVED, the terms • 1• conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer ri certificate h .' "der In lieu of such endorsement(s). bject is to PRODUCER 305- 26Z -0086E; BUTLER, BUC LEY, DEETS INC. 6161 BLUE LA ON DR., STE 420 MIAMI, FL 331 a. Nelson R. R • s= ro CONTACT NELSON ROMERO a�aNt o, 031.305 262 -0086 FAX No .305.26;, 1 1■1 E . ■ I'"9AtL NROMER BBDINS.COM ADDRESS: INSURER(S) AFFORDING COVERAGE � ELM 11_;1 i 11111111 I I INSURER A: Landmark American Ins Co. INSURED A I CO OVERHEAD GARAGE DOORS INC 777NW50ST AMI, FL 33166 INsuRER e : Star Insurance Co. INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO C INDICATED. CERTIFICATE EXCLUSIONS RTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLL r OTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL T ° D CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS PERIO =} 3 ICH THI I TERM Ij 1�R� A €. OF INSURANCE IAL GENERAL LIABILITY ADM . , SUBR .Al. POLICY NUMBER LBA122246 -00 POLICY EFF , M/D• l,U 06/01/11 POLICY EXP :::,L tAasat 06101/12 STS i; 1,000 iii ,� GENERAL X COMMA' EACH OCCURRENCE . RDAMAGE TO RENTED occurrence MED EXP (Any one person) $ $ 108 • 5 il€.ft _._ J MS -MADE X OCCUR PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG $ 1,000 is Z000 '? 1,000 r l itl GEN'L AGGR —I POLCY GATE LIMIT APPLIES PER: f JF 7 [1 LOC $ AUTOM0131 — ANY A AUTOS HIRED LIABILITY COMBINED SINGLE OMIT (Ea $ • 0 ED OS AUTOS NON OWNED AUTOS BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRE EX - - UA8 OCCUR CLAIMS-MADE EACH OCCURRENCE AGGREGAT£ DED RETENTION$ $ + B WORKERS C AND EMPLO ANY PR* • - : OFFtCERlM (Mandatory I yes desc ri . , DESCRIPTIO ,- ENSATJON •- UABIUTY YIN ORIPARTNERrEXECUME BER EXCLUDED? NH) under OF OPERATIONS below NIA WC0488274 06/01/11 06/01/12 )( WCSTATU X •a{.� ex. EACH ACCIDENT $ 1,000, 1 ! I E.L. DISEASE- EA EMPLOYE 1,000, r; EL. DISEASE - POLICY LIMIT 5 1,000, . DESCRIPTION OF O ' - - TIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule 11 more space Is required) ' • I' ' CERTIFICATE "HOLDER U CANCELLATION VIrt,LAGES BLILDING 10 Miami VILLMIA OF MIAMI SHORES DEPARTMENT )50 NE 2nd Avenue Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIV ACCORDANCE WITH THE POLICY PROVISIONS. BEFO ED �' AUTNORIZEDREPRESENTATNE ACORD 25 (20 @ 1988-2010 ACORD CORPORATION. All rights r 0/05) The ACORD name and logo are registered marks of ACORD sewed. ' p ! AUG 2 9 2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 c ; r i (n r :nv;l!'I IANCE WITH ALL FEDERAL 1VIIAM;I,: i� r FLORIDA METRO -I) �� _ 1 fifth I5WIS 140 WEST FLAGLER STREET, SUITE 1603 i� k� s�rr�� c� MIAMI, FLORIDA 33130 -1563 �J�?�Ia (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buldinecode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: 9'- 0" Wide Steel Sectional Garage Door APPROVAL DOCUMENT: Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated 04/07/04 & 03/03/05, with last revision 03 dated 08/2010, 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 MiamiL r ontrol -•- Division. MISSILE IMPACT RATING: Large and Small Missile Impact Res LABELING: Each unit shall bear the following permanent label: Clopay Building Products Company 1400 West Market Street Troy, OH 45373 and the statement: "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application s as bee fi and the 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 renews NOA # 05-0316.01 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 10- 0908.07 Expiration Date: September 15, 2015 Approval Date: October 13, 2010 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated 04/07/04 & 03/03/05, with last revision 03 dated 08/2010, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 05-0316.01" 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 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Specimens A, B, C and D Clopay Model 94, 9'x 8' 24 gauge garage doors, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01 -04, dated 10/22/04, signed and sealed by William F. Wescott, P.E. C. CALCULATIONS "Submitted under NOA # 05-0316.01" 1. Fastener Attachment Calculations prepared by Mark Westerfield, P.E., Sheets 1 & 2, dated 03/03/05, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with FBC 2007, issued by Clopay Building Products Company, dated 08/25/10, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 08/25/10, signed and sealed by Scott Hamilton, P.E. 4114/4";./ .07#// 14' Carlos M. Utrera, P.E. Product Control Examiner NOA No 10-0908.07 Expiration Date: September 15, 2015 Approval Date: October 13, 2010 E -1 4 3 2 MODELS CLOPAY 84A. 94. 98. H94 (24 GAUGE) MODELS HOLMES 48 (24 GAUGE) MODELS IDEAL 4F. 4RST. H4ST (24 GAUGE) END STILES ARIC(4E0 TO 0008 SIM WITH PAWED 000-1-1.0C SYNTEX Att. SECTIONS TIP D (2) GAMES 801100 03 AN C END BMX. END SHOES ON TS' SECTIONS HAVE (4) CINCHES DIMLY DISIR81OE0 ACROSS THE FACE 0E THE SECTION. EM STILLS ON 21' BEC110NS HIM (8) CINCHES De m O51RWT1E0 ACROSS THE FACE OF THE SECTION. INIERMEOMTE 811LE ARE ATTACHED NON T00 -L -AOC (10P & °03)010 AND URETHANE SEE srma TABLE Flan /OMSK (MONO IISM I_I II_I AAA- 011MiL..412∎11WiA uR "IIIsIIllinlllllnllllli 111 "� 4 ,+ :i:a A R6WREY n@ V • SECTION 12.8 00 1A! 200 LOMB HM S/6' NM. EMACELENT L I I I I_I I.4__II_ R•-=I 30 4L �fa0• =.9 =N -2T MTH AM LOCMDY 31 0210. KM I BOLT lOC1t moms L_y.A EOM F 0E8A05). LATIM Oa MN 60E INTERNED, OCTAE. ENO STILES ATTACKED TO MOO SON WITH POINTED T00 -L -LOO MITES. ALL MOTIONS not (2) CLINCHES Al Ta TOP AND (2) CLOCKS AT THE BO110N OF CNN END 904E END S16E8 ON 18' =CfONB NAYS (4) CINCHES EVENLY 06TRIBUIE0 ACROSS THE FACE OF TIE SECTION. END SHIES ON 21- SECTIONS HONE (8) CLINCM[8 EVENLY OISTRI 1TE0 ACROSS THE FACE OF Tha SECTION. 641000EOCTE SIN ARE ATTACHED NOM TOO -L -LOC NP a SUTTON) AND METHANE WE 980 � r o0)). (*21 MLA 60 SO OL) Nu. DOOR NOIH • 2• -O' ! WfRNI&SI■dSERANNAMO NINAMMAn4 iriharlITImM•m►1_4 C Fi■011A E111■R A YNA∎11 A IN NSF Fi '1�illlia II ama ,1F�i��Ar�Ar G Lamm 0r 0P16M1 KMIL OAA AREA so so. N) MAx. 0000 WIDTH • 00-0• MSG[ n JAMB TO SUPPORTING STRUCTURE ATTACHMENT MO= 1) ALL THE LOAD FAO1 THE 0008 0 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 246 YOWL 0146 PACE E2 OR SERER) AWES. 00 LOAD PROM WE DOOR IS TRANSFERRED TO THE HORZ3N1At (106) 2 ALL MO FASTENERS KAY BE (SLIT NOT 6000ME0) comma= TO PROVIDE A RUSH YOLNTINO WW1. F A 1 M C FEW LOAD MS BDi l O ME CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND WOOD FRAME BUILDINGS STUD WALLS OP DOOR MOONS SMALL SE FRAMED SOLO BY NOT LESS THAN (3) 2•B PRESSURE TRFATEO SYP (CRAM 52 OR SERER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 P1 NORMAL UMW nun STRESS IN BENONG (F•). STUD RAM TO BE CONI0UOJS FROM F00120 TO TIE BEAMS. BLOCK WALL OR CONCRETE a.8 SYP ((OAAOE E) OR BETTS) 8000 OMB 56021 BE ANCHORED TO CROUT R 8161 3 0 0 2 01000 6011 OR CONCRETE COWMR 21010 BALL CCLIS 9MOLL BE RlEO 610 CONCRETE AVD 00MOOEO WOH REMF0RC240 BART 101010810 0470 THE FOOTING AND AVM 170 BEMS. AU BAPS SHALL BE CONTMIOU3 FROM R 00OLUKKS TO BE COWED 01 Mt Mu. RO OR W0011C1 OF RECORD AND 2x6 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (•OT TO BE USED FOR A1UCi1ENT OF TRICK BRACKETS) LOON POSIT= (8ON 0010 IN0 PONT LOCIMe NM MEN TESTED MR NEONAINEffs d TAG 202. LOOK wNe 0/e• DOOR 0844 m NT. FORCED rt00 ant 080 L bt SC (SEE LAW Or PAM LON FOR OETA65). REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 02 8 /2005 03 8/20)0 MW SH REVISED PER M -0 COMMENTS REVISED DESIGN ENGINEER TABLE 1 DOOR 331083 NUM OF SECTIONS. WY•MM.WY•I11M111111111f• W18110%FY1�FE� � y • moot NN taw w• Le 4:• woo STILE TABLE 1A Ow ENO 1nx6[ NORNFOA3 H01f 12 CA CNN. STEEL TRACK BRACKET FASTENED 10 8000 MIR WITR ONE 5 1611 -1/2• WOOD LAC SCREW PER BRACKET. STOP MOMLOMO Br DOOR 640141100 (10 1410 T6 QA Moo PANTED STEEL END STILE. EACH END STILE MUM 2 -0/6181. 20 CA PANTED STEEL 011ER STILE. CAM STAE 1WA9uRES 2'•2', "Rim 2' CALM. STEEL TRACK 0.060• MM. FASTENED TO ,PACK BPACa18. EACH BRACKET ATTACKED ASTH1 ONE 1/4,20.45/8. BOLT a KIT 01 TWO 1/4• MMES. AVOLOODEEZSMO snorts TYPE FASTENER TYPE MOWN ON WEIN FAgTEKPS STEEL Ri*01M DT C -•• 81406 (H•1•0 00 Iry 1/4.4 3' (1 -1/4• EMBED) OW 1APCO44 CONCRETE ANCHOR (2 -1/2• YIN. EDGE =TAW A. I_ +. ....,.., ., _ 0-1/2' 1. 0.0. .•••/0.,mAtmEm :w 3LMI 4. EIIF '32141) (i TS:L:.TOtli'ia : aS. ,..1F.Y/L:Ri ^.l!TiPT3ilii)iENIMii>. �•, " y 101•. • E. • 1: 4. Lt- •r :•LIMME rivi'iSittIM SY . T L:. W> 4I«, 3 .1rE3IE�ERiT,iTT:ni1�s.7�Yl�E; riQlieIIFT.M1 -•:, 1102: 1 !1i4•M : :Etri k'iSlt +„FNS.m • - 1rmffW51Atr)ORgNSf UAUEO°/.i SPX 4 AAS°RDm DOOR PEA6MYAIOIa rON CF11RR DelAac. 18 0L CALY. STEEL INTER IOCE (pacs FASTENED 8 SHEET AORTAL /(SCR0R8. 7/18. PII10407 INSTALLED 014 OM ROLLER 14 CA OALY. STEEL ENO MOE MIMEO 10 11 001*L 008009 R�4) 1/4' SELF TAPPe6 SCREW& 81 STEEL ROLLER N- 13/181]/10'.4- 1/4•). HOR0GNIAL TRACK SUPPORT BY ODOR INSTALLS 00 501) O • ev eA0 R NO 3 O. CALM STEEL F1AO BRACMT. EACH FASTENED TO 0000 JAYS WITH 3I 6 /,6•o1 -,/Y 8000 ,A0 SCREW AND To TRAM 881(4 (2) I/4 - 2043/4' BOLT 6 MIT. 1RA01 ECIE00 MTI8N 1 4• A3' Y CAW. STEEL TRACK (TRApMTTHICKNESS SPECr0D MIR MIAOW 2 -1/2' 4 S-3/4' • 120A A11ACH[0 8RH 21 14' • 3/4' DOUBLE SELF TAPPWD S 60020001 TRACK �!4 ll :1 rittSIVOltliltItitrilAIODIMMIWCOOMMMICIM rc11.141lzvrrn]ilsliCrrov •MSM•JOMIOIE OO101`I4INC.14iIas E.1QNC lF®riE1E1.5iFIYMEt 110a TIRANA IFSTAIQ)i1E11111aJiTL7iry 0YU•1L•1KFTSIrL T•WW.O1F- IONF- Fe••t>♦ cru L':tE19E)RREIFFJC63•Fi:YO R]FiE6EWFLIT IRdi.01MIC Mill1v IISY6LH 0T•li1RIMC WOHI i IifT$ :LCL.7,11CST.E•r.1iKrioNI AIi:P1JifrW DEallEalIMITIIIMINWSMErillE7/14171G MP. 2- 1/2.412 OA CALM STEEL ,RACK BRACKET. MO MAD FROM OWR1) OOAAM PIm683 390 69, ORIage vem NAL was mmm Mr cm ono. to eon saes SIM 208 RFC110N AM 06, Cam A•p Of mug 9bOII r4.4%- 1K1µ '"'"p I�m0'H0. tap ■P .20418. ant S0PPoRMIC STM4TIRAL ELEVENT6 HALL EE MUCKED BY A REGISTERED P830050RAL ENGINEER FOR I ND LOADS SHOIFN ON TICS DRAM= PREPARATKx1 OF MAN BY 01MB9, PRODUCT RENESVED coentlyieg Made Rodin Sanding Cads AosgsilDSNS 4-amok • is 006E ENOe1EER SCOTT 402103 4. P.C. RORMA PL (483751 WHOP SWIM Otherwise TOLERANCES orb .0 4.031 .00 0 11.0)5 .000 0 11.002 .0000 - 4.001 Degrees 0 41/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. 14 GA GLY. 61002 END NMI. EACH FAWNED TO MD BILLES - "4) /IAd/6- AL SIOIEeS 086802 /SCREWS. 3' TAU • 20 OA 0µY. STEEL I -BYE 100 u-BARS PS SECNOM. ETCH M-BAR ATTACHED NOH 1/4' SELF TAPPING 500004 a SCREWS At EON END AND MTERME0. SIRE =ANON. 13 CA. CALM ATTACK° 4010 (2)L 5� /B' 811007 00TN- SCREWS. AMMAN EXTRUSION 6 VINYL KATNE05TRP. AMMAN ATTACHED 10 SECTOR YOTN FS • 1/81 SELF TAPPIN0 SCREWS AT 21 -1/2. 0.C. Ma. DESIGN LOADS: +54.0 PSF -62.0 PSF. _ Clopay 8585 408 540 0 Boulevard 11 F�D]mpjuiq 8585 OH 45040 USA Tax No. 513- 770 -4853 Bwt?uq PmBucl6 Fax No. 513- 770 -1853 PART NO.: N/A CLOPAY WINDLOAD RATING W8 DESCRIPTION: PAN DOOR 9•W +54/ -62 PSF DRAWN BY: RJK DATE: 04 /07/04 SCALE: N/A CHECKED BY: SH DATE: 03 /03/05 SHEET 1 OF 1 DWG. SIZE DWG. NO.: 103287 VER. MD 3 2 C 4- B A WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 140 MPH, EXPOSURE C BROWARD CO., FLORIDA 2007 FLORIDA BUILDING CODE (ASCE7) 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) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) 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 PRESSURE. WORST CASE DESIGN PRESSURES (PSF WORST CASE DESIGN PRESSURES (PSF MEAN ROOF HEIGHT UP TO 15' 16' 22' 17' 23' 18' 24' 19' 25' 20' VING SIZE VING SIZE 8'x7' +38.0 -47.7 +38.4, -48.3 +38.9, -48.8 +39.3, -49.4 +39.8, -49.9 +40.2, -50.5 8'x8' +37.6, -4 . + 38.1 -47.5 +38.5, -48.1 +38.9, -48.6 +39.4, -49.2 +39.8, -49.7 9'x7' +37.7, -47.0 +38.1, -47.6 +38.5, -48.2 +39.0, -48.7 +39.4, -49.3 +39.9, -49.8 9'x8' +37.3, -46.3 +37.7, -46.8 +38.2, -47.4 +38.6, -47.9 +39.0, -48.5 +39.5, -49.0 16'x7' +36.1, -43.8 +36.5, -44.4 +36.9, -44.9 +37.3, -45.4 +37.8, -45.9 +38.2, -46.4 a 16'x8' +35.7, -43.1 +36.1, -43.6 +36.5, -44.1 +36.9, -44.6 +37.4, -45.1 +37.8, -45.6 o 18'x7' +35.7, -43.2 +36.2, -43.7 +36.6, -44.2 +37.0, -44.7 +37.4, -45.2 +37.8, -45.7 18'x8' +35.4, -42.4 +35.8, -42.9 +36.2, -43.4 +36.6, -43.9 +37.0, -44.4 +37.4, -44.9 WORST CASE DESIGN PRESSURES (PSF THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRAIDS: CLOPAY, IDEAL, AND HOLMES. Sc �tamiitoll, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 6/17/2011 File: BROWARD CO WORST CASE R03b [RETROFIT] MEAN ROOF HEIGHT 21' 22' 23' 24' 25' VING SIZE 8'x7' +40.6, -51.0 +40.9, -51.4 +41.3, -51.9 +41.7, -52.3 +42.0, -52.8 8'x8' +40.2, -50.2 +40.5, -50.6 +40.9, -51.0 +41.2, -51.5 +41.6, -51.9 9'x7' +40.2, -50.3 +40.6, -50.7 +40.9, -51.1 +41.3, -51.6 +41.6, -52.0 9'x8' +39.8, -49.5 +40.2, -49.9 +40.5, -50.3 +40.9, -50.8 +41.2, -51.2 16'x7' +38.5, -46.8 +38.9, -47.3 +39.2, -47.7 +39.5, -48.1 +39.9, -48.5 wa o 16'x8' +38.1, -46.0 +38.5, -46.5 +38.8, -46.9 +39.1, -47.3 +39.5, -47.7 18'x7' +38.2, -46.1 +38.5, -46.5 +38.8, -47.0 +39.2, -47.4 +39.5, -47.8 18'x8' +37.8, -45.3 +38.1, -45.7 +38.4, -46.1 +38.8, -46.5 +39.1, -46.9 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRAIDS: CLOPAY, IDEAL, AND HOLMES. Sc �tamiitoll, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 6/17/2011 File: BROWARD CO WORST CASE R03b [RETROFIT]