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WS-15-1709 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240789 Permit Number: WS-7-15-1709 Scheduled Inspection Date: August 17, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SAINTECROIX,ANNIE Work Classification: Garage Door Job Address:860 NE 99 Street Miami Shores, FL 33138- Phone Number (727)623-1722 Parcel Number 1132060142421 Project: <NONE> Contractor: BEST GARAGE DOORS INC Phone: (305)821-9720 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238653. No one home Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 14,2015 For Inspections please call: (305)762-4949 Page 14 of 33 I Perrot NQ SNS4 `ygoaEs��` Miami Shores Village f e� ftnit Typ#� W� hlu'iiet'S 10050 N.E.2nd Avenue NE ,...� � �t4rar�etasslf�tf�n�Garage Door" Miami Shores,FL 33138-0000 ermit 4E�•- � Phone: (305)795-2204 "At _ Ex-711412 iration: 01/1012016 sue 1� 0'( p Project Address Parcel Number Applicant 860 NE 99 Street 1132060142421 Miami Shores, FL 33138- Block: Lot: ANNIE SAINTECROIX Owner Information Address Phone Cell ANNIE SAINTECROIX 860 NE 99 Street (727)623-1722 MIAMI SHORES FL 33138- 860 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 800.00 BEST GARAGE DOORS INC (305)821-9720 i Total Sq Feet: 63 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-7-15-56275 DBPR Fee $2.00 07/09/2015 Check#:016585 $50.00 $74.60 DCA Fee $2.00 Education Surcharge $0.20 07/14/2015 Check#:016618 $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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 ed contractor t dQ the work stated. -n . July 14, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 14, 2015 1 < < CF_,jVF� It Miami Shores Village JUL 092015 Building Department BY: 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 201�' BUILDING Master Permit No. �1 7 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F7MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �loD iU• . 9 `"I Sfire Q1— City. Miami Shores County: Miami Dade Zip: 3-3 13 Folio/Parcel#: 11 - 310(o. 014• zt- a I Is the Building Historically Designated:Yes__ NG Occupancy Type: Load: Construction Type: /' Flood Zone: BFE: SFE: OWNER: Name(Fee Simple Titleholder): A n n I e Sgi✓ t e_ rp i x Phone#:7 a0 6,D 3 . ( l-7 )2_ Address: C?pp6 o /y • C • (:3 9 S-t r e e t City: rn k S h 0 rState: F Lzip: 33 i3 `6 ---- Tenant/Lessee Name: Phone#: Email: j� CONTRACTOR:Company Name: �es+ 6cgro 9e Dor, I Y1C Phone#:305 �3_�1 q( 7J_0 _ Address: 1090 10 9 0/N -W , g q A v e n U�T _ City: t�I CJI 1 e g k Gni C de n s State: T L Zip: .zt '33 C � Qualifier Name: kl hcn\I A . 5Uoi re Z Phone#: Jorj, '41 • 1 p 7 �.1 State Certification or Registration#: Certificate of Competency#: 0 DO D I L{ J DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ c)L+ Square/Linear Footage of Work: _ Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: cE p l GC e q a ru QC d L ' r- Specify color of color thru tile: Submittal Fee$ Permit fee$ CCF$ CO/CC$ Scanning Fee$ M Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address Z a City State - -- -._ Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 v itr 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 opplicont must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the/-)c r<oo whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posed t!;e oL 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, h � P tr Signature Signature OWNERorA NT CONTRACTOR The foregoing instrument was ack wledged before me this The foregoing instrument was acknowledged before me this day ofU.1111/ � , 20 s , by I day of uhf ., ZC 1�---- by •C( //�khc is personally known to bC w r-onal -nc uG� a ho is pe:_��,�..1Y .. , me or who has produced S S 3 2 y L(O 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: lx-,4- �^1 J►16. m4, Sign: Sign: Print: / ti?ti ek/ Vi.°`-c Print: � (/Y/�L2A Seal: s �ar� <• ., Seal: t dt,rt a 5 APPROVED BY Plans Examiner Structural Review Clerk (RevisedO2/24/2014) 1-_. 4momi a', WWWOCATT OW OOWUOOO T DSA,v ANS AUMPT aC �a INDUSTRAL COCA .acoMn CERTIFICATE OF LIABILITY INSURANCEF7/8/2015 DATE(MM/DD/YYYY) 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). NTCT PRODUCER NAME: Keyes Coverage InsurancePHONE FAX A/C No): 5900 Hiatus Road E-MAIL Tamarac FL 33321 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:HartfOrd Fire Insurance CO INSURED 12651 INSURER B:TwinCity Fire Insurance Co 4 Best Garage Doors, Inc. INSURER C:ASSOCiated Industries Ins.CO. 4 9780 N.W.79th Avenue INSURER D: Hialeah FL 33016 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:362036480 REVISION NUMBER: 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD A GENERAL LIABILITY Y Y 210ESOF5029 4/1/2015 4/1/2016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $300,000 CLAIMS-MADE a OCCUR MED XP(Any one person) $10,000 X BroadforrinPD PERSONAL&ADV INJURY $1,000,000 X Cont.Liab&XCU GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- X LOC $ A AUTOMOBILE LIABILITY Y YCOMBINED21 UUNZP5931 4/1/2015 4/1/2016 Ea accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA LIAB X_ OCCUR Y Y 21HUON0103 4/1/2015 4/1/2016 EACH OCCURRENCE $5,000,00_0 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10,000 Follow Form $ C WORKERS COMPENSATION Y AWC1045621 4/1/2015 4/1/2016 X I WCSTATU- I OTH- AND EMPLOYERS'LIABILITY Y/N TORY I IMITS ER ANY OFFICER/MEMBER EXCLUDED? ECUTIVE IN I N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Certificate holders are included as additional insureds on a primary&noncontributory basis for on-going and completed operations as respects auto and general liability when required by written contract.Waiver of Subrogation on the GUAL and work comp is included when required by written contract 30 days notice of cancellation-10 days for non-payment of premium CC NO#000014586 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept. 10050 N.W.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 0114" r � maga Al Sit W) � �•„ t z S � � •/! 3 F 3v' �r k". s ark €a g1w 66 f S TOWN SECT BU NES, 14 13E �y1��s PAYMEN ECEIVH BETE E 'E DOORS INC TAX t J ECTCM (S} 3 f fC 500 0f 24(2U# VWt ,, tEDtT{: D-14- 49 This Basta p 4eceipt o ;tfirms patent at tiro ileal$asiae3s Tar Then is nota p csntti the he alficapals,to da business Holds; y any gov awmel' tory lav+at Tequiwhich a ply tn. � EMIFF Aga mute:k eplayed Cntia SacSol- pQFr atan l a Municipal con# r s Tax R Miami-Dade County,State of Florida -THIS IS NOT A BILL=DO NOT PAY CC NO: 0000)4586 M c �/ $USINBss IIIAIYNEttt3CAT101Y RECEIPT NO. EXPIRES GARAGE DOORS INC 9780 NW 79 AVE SEPTEMBER 30, 2015 HIALEAH GARDENS,k 33016 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS PAYMENT RECEIVED BEST GARAGE DOORS INC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR 33.75 06/30/2015 0229-15-007087 Restricted to City of Miami MIAMI•,.. For more.idormation,visit www.miamidede.gov/tazeolloctor t i . - to r•, 1'=20' •moi z:�y �►' z O O ITJ o` r ^' � 101.59' ( 1$ 8$ 1111 ) C.L.F. 35.00' 3.6' 90°00'00" „OO,OOo06 '•'. '. _I 29.60' 41- .46.80' C ^C : w •;o a -'CONC. o DRIVEWAY '* C....l .. 6.75' .•� . W or n i'n cn : a : IQ m CA n Z4 r : • .. •'•16.90'f :' m x • 40!00 0 • • • 434 • • . �, • 54.?.5' 25.00' •: :Y : :• •••• r� • -�' 19.0' C • .^.�:: • p�••.•.• o :.T•. Opo • p _' • • :� �' gyp. •••••• 0 90000100" •• • • Y • O • • O 35.00' <'� z 101,74' ( RB: M ) ABBREVIA "°• SYN(=SIDENAi \ TYLINE,DUE=DRAINAGE UTILITY EASEM ENT,IP=j F=FOUND.A/C I 400DEN FENCE,RES=RESIDENCE,CL-CLEAR,R UE=UTILITY E, SEMENT. C/L=CENTER LINE. O=DIAMTER, TY?: M=MEASURED N/D=NAIL 3 DISC.S=SET,FEE=FINISH FL001,ED 0/S=OFFSET,P ,-v,000 FENCE= ,I MASONRY',V ED ON LOC. # '1 CONCRETE= [ '/� NOT VALID UNLESS EMBOSSED WITH MAINTENANCE 6\� 2Jj ELV. TYPE OF SURVEY:BOL SURVEYOR'S SEAL SURVEYOR' �" 2)NOT VALID WITHOUT THE SIGN AL AND RAISE, 3) THE SURVEY DEPICTED HERE COVERED E )ESCRIPTJON PROVIDED BY C1..IEI UNDERGRO 3 ARE BASED ON NATIONAL Gu: VERTICAL D 4OWN. 8) THERE MAYBE ADDF R.ESTRICTIO nr t mi-y Ct FOUND IN THE PUBLIC RECORDS OF THIS COL; CONTACT T— nrt KUPRIATE AUTHORITY PRIOR T.0 ANY DESIGN WORK FOR BUILDING AND -- INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RE.", REVISED: INSTRUMENTS,IFANY,AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibit r-• without written consent of the signing party or parties. _ _r" •;4. "@�RRtldfl�'tE; SHOWN ARE REFERRED TO AN A S ED LUE OF SAID N$ 1 PAGE 37 _ -T ITY AV � 0 9 2015 SLJ,,-,-',J7--CT MCCNIPLIANCE VM-H ALL FE_j _p Al_ BY: STAT E-ANL)CCUrfiY Rl L�Es AI`ID REGUfA7G*1S Florida Building Code Garage Door Wlndload Design Pressures Report # DPR-150608-A-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for"components and cladding" (Exposure C), 175 mph ultimate wind speed for Miami-Dade County. Address: Annie Saimte Croix 860 NE 99 st. Miami Shores, FL 33138, Miami-Dade County Garage Opening Size:9' 0"x TO" Mean Rbgfilelgight: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Mbasure4ANnimumtuilding Dimension: 54'4" ...... . . . . J0Vasuremegt of Near�st:Garage Door Opening to Building Corner: 2'2" . . ..... .. . ...... '..positive De9ion Load!+S�.3 PSF Negative Design Load: -40.6 PSF . . .... .... .TJIe folIpWing ClopayNyUding Products Company Doors meet the requirements for the stated loads: • • Clopay Aodet83/84A*/,%/94W7, 9'0" x 7'0", Approval# 13-0625.06, Dwg# 101702, Windload Capacity: +42/48 PSF. The design loads shown above area are based upon the measurements listed above for"enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The"structural interface"of the designated door is the existing door jamb. The structural capacity of the existing, designated door-jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. .`�G�•• M/ATO�� *: No 63286 :* Scott Ha mP. :13 STATE OF :•4IJ Florida P.E. License No. 63286 %08585 T'•.� P.' � Mason, OH OH 4uke 15040 vd. ,,��`SS �� (513) 770-4800 6/8/2015 r MIAMI•DADE MIAMI-DADE COUNTY Ing 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)315-2599 NOTICE OF ACCEPTANCE (NOA) wwNv.mianiidade.govleconomv Clopay Building Products Company 8585 Duke Boulevard t%spn,OH 45040 :S�O�P•E: .. •••• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The •••••• cumentaticp%ubn:itted has been'reviewed and accepted by Miami-Dade County RER-Product Control Section to be • used in Mianti4Atltr'County and other areas where allowed by the Authority Having Jurisdiction(AHJ). *:***o •71ti:%OA sli 1?IIlpt be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in 0:0* NItaml'Dade G'bMtp and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or •••••• fit'SM60l tested'ltlt%pality assurance purposes. If this product or material fails to perform in the accepted manner, the 6009: rl4arfltfacturer Wif fficur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of • 0 such product'&"Aftrial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined •;•••• •Miami-DAN'l'„MUnty Product Control Section that this product or material fails to meet the requirements of the •• 'hpp?itlble butldia lwde. 000000 ••••• .11fig Dxoduct is approved as described herein,and has been designed to comply with the Florida Building Code, iliellr$ing the High Velocity Hurricane Zone. DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0"Wide w/ Optional Impact Resistant Lites (DP+42.0,48.0 PSF) APPROVAL DOCUMENT: Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant Lites",sheet 1 of 1,dated 06/13/2008,with revision 5 dated 01/06/2012,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, 1400 West Market Street,Troy,OH 45373, 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 renews NOA#12-0125.09 and consists of this page i and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 13-0625.06 MIAMI•DADE COUNTY Expiration Date: August 21,2018 31 Approval Date: August 15,2013 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant Lites", • sheet 1 of 1,dated 06/13/2008,with revision 5 dated 01/06/2012,prepared by Clopay • •• Bp ilding Products Company, signed and sealed by Scott Hamilton,P.E. • B.• TERTS•".Submitted under NDA #08-0618.03" *'re!st 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 •• •• ••• prig with marked-up drawings and installation diagram of 9'x 8',24ga steel garage •....' door Model 94W7 with windows, prepared by American Test Lab,Inc.,Test Report No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated pastels, prepared by Stork Materials Technology,Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee,P.E. C. CALCULATIONS "Submitted under NOA # 08-0618.03" 1. Jamb anchor calculations,prepared by Clopay Building Products Company, dated 06/13/2008, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Carlos M. Utrera,P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21,2018 Approval Date: August 15,2013 E- 1 Clopav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS L. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering • &Testing,Inc.,Test Report No. HETI-06-A002,dated 12/04/2006,signed by Rafael : .E'Droz-Seda,P.E. • ••; •;••• :2. Teit report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear :.:Mycarbonate,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. 0:0090 •• ••-tMTI-06-T566,dated 12/04/2006, signed by Rafael E. Droz-Seda,P.E. *06:00 •• •3. •'•TBSt report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear •• :•$ol!ycarbonate prepared by Hurricane Engineering&Testing Inc. Test Report No. 90090:; ...STI-06-T634,dated 12/04/2006,signed by Rafael E.Droz-Seda,P.E. ...... .. 4. ..:feet report on Self-Ignition Temperature per ASTM D1929,Rate of Burn per ASTM . • .• ••• .W 5, and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC "" ' Laboratories,Test Report No.ETC-06-1024-17496.0,dated 05/26/2006, signed by go** Joseph L. Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013,signed and sealed by Scott Hamilton,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013,signed and sealed by Scott Hamilton,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21,2018 Approval Date: August 15,2013 E-2 . . • ... . . . • i 4 3 2 • CLOPAY MODELS 84A, 94, 98, H94 • • • • • • • •• • NO;] IDEAL MODELS: 4RST, H4ST, 4F END STRCS ATTACHED TO DOOR SKIN MIH PATENTED TOG L LOC SYSTEM.END STILES • • • • • • • • • • •• 07/16/01 C-40 MN.WAS C-60 HAVE(2)TOG-L-LOC CLINCHES AT TOP AND(2)AT BOTTOM.ALONG THE FRONT FACE: SECTION B-FO • • • • •• • • OS 01/2003 ADDED- NMO HEgw MODELS HOLMES MODELS: 4H - 21'SECTIONS HAVE(6)TOG-L-Loc CUMCHES: • •• • • • • • • M 06/13/06 ADDED OPTIONAL IMPACT RESISTANT LITES. - • 18"SECTIONS HAVE({)TOG-t-LOC CLINCHES.® �1 - 'R 0 • •• 000 •• • os 01/06/12 AIRRU:0 COMPLMNCE YIN feC 2010 TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT (1)INTERMEOIAIE STILE BETWEEN EACH EMBOSS, DETNL'n• J IIOLFPVNPOSE© BY DOOR INSTALLER(TO Sun ATTACHED WIN TOG-L-LOG((2)AT TOP A BOTTOM) HIGH BOND TME. CF DURSOV a KION 0 FOR LHR TOP BRACKET D D URE"ADHESIVE(ALONG CENTER). OPIIpNAL DEC,RAINC ` •\ P OC{ORATIYC iDOUOUBLE NORRONTAL --�A SNAP-IM MSERT, / MLI.fACADA •• ••• •• CCK ONE OF APKT-KMSrANW T GLAZING IDDIEg \ TOP SECTION(SROA (SHOWN)ffi OWRE-TO-ME-TOP �'��S`w"r�Tu: IN(1)33/8.J 'CACNIRAGE B�OLT.821SK[T D X X X X X X rA X SECTION(NOT sNo6Kq. I• • • DOUBLE TRACH X X X X MAIL CLAZNC SRC S 16-1/2 .11'. LOW HEADROOM OPTION µSIS INEL1gN SCOLDED GE LE%NN St 2432T. 0.tB8r • • • • • • • 13 G ERV.Si[EL f1AG BRACKET.EACH FASTENED i0 DYED CC2 PLASTIC IN ICCONDANLE MM • • • • • • ••WtlOD•pN MM(3)5/16-.1-1/2•WOOD LAG SCREWS. GRAC ET MENTS I IEE SE 2606. SCE SECIgN 8-B F(%i ASSEY0.Y OEWLS. \\ WPKI R[MSTMr - WRIKAL TRACK ATTACHED TO HORZONTAL NHIGGHT 1- 1 -X2-PIA[3 4 %5 WC-PIECE uMECTION IRMA WIN(2)1/413/4-IPACK 80LTS. 6-6 70 3-I 2 ,0 35 - YOLDOG GE UXAH 7'-0' 76 3-1 2 10 J8 6 SLY2432T FROM i 7- Z -I 1434' W SEE NTERMEO.HINGE FRAME A[ADW. - - I rc PELF 86 S=1 2 Ili - DETNL. {AOLYSTYu.f KETNER B-6 94 -1 - 1 FASTENED TO FAME MIH S t --- SEE ENO HINGE DE L. (10)to.3/4'PAN HEAD 2'GALY.STEEL TRACH. - 1 3-I 2 10 IRA"THICKNESS:DOW. 10-0OMKIWNE SCROY3 • I -6"I1' _ -II-0't21' 01 LUX PBS-(BOM SIDES).SEE _uYMOFfAfiIFOR DETIAIM i 'l4- TYP.2-1/2112 G GN.V. 12-0 136 3-1 2 10' 62' 106" TABLE 1 STEEL TRACK BRACKET. INSTALLER AIAA NUMBER C MODEL oESDmP ION DOOR HEIGHT OF 'x3" 94,H91, 84A 40 WVOOGRAH TEXTURE,RAISED PANEL,GLV.WTER.SIXES /RST.NIST SECTIONS- PREPARATION OF JAMBS BY OTHERS 98. AT - YAOOfJMIN HARARE.RUSH PANEL.GALv.MER.STlE4 1 T- NOTE:THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL LO?ON OF A _7U 6 TO 8 5 -x2-L BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE OPRONN.VENTS 6 BIHLOINC OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING MAX.DOOR WIDTH=V-0- SECTION A-A ,09 ro+ 0 7 ':XI: '- CODES FOR THE LOADS LISTED ON THIS DRAMNG. •KOIO.I K WW4W 1A ce Y•w(H INSIDE ELEVATION 2a G0.(0.0239'MIN.THICK)DOS STEEL t-2'THICK JAMB TO SUPPORTING STRUCTURE ATTACHMENT HOM I&(TOP)JANE .Q (NW.YIELD 35.7 KSI)EXTERIOR SKIN WITH (NO LOAD FROM DDDR) C-40 CALVM121NC•BMED-ON PRIMER SHAP LATCH ENGAGES AND A OWED_ON POLYESTER PANTED NOICS ONTO VERTICAL TRACK. TOP COAT APPLIED TO BOTH SIDES OF 1. ALL THE LOAD FROM THE DDDR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK 10 THE 2.6 ONE SNAP LATCH ON EAC{1� END STEEL SKIN.(ASTM Np.A653). VERBCAL SIP(GRADE/2 OR BETIER)JAMBS.NO LOAD FROM THE DOOR IS TRANSFERRED TO ME SIDE OF ODOR/. Si1lE MOM20NTAL(IOP)JMB. (MER. 2. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REWIRED 10 BE)COUNTERSUNK TO PROVIDE A FLUSH .TER.STILE A Sill[ rBOCR MOUNTING SURFACE. FASTENER ({•/�`I B`_' BAR END ENNGAGES MOLTID 3. A 1/3 STRESS INCRCASE FOR WIND LOAD WAS NX USED IN ME CALCULATION OF ALLOWABLE LOADS FOR TYPE OUTSIDE SOLE 12 GA GALV.STEEL TOP ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. HANDLE VERY S TRLOC ROLLER BRACKET OUTSIDE KEYED STILEONE LOCK W HANDLE LOCK BAT EACH SIDE OF ARACHTo EACH BRACKET WOOD FRAME BUILDINGS INSIDE HANDLE ENGAGES IN DOOR. W/({)11.5/87 SHEET STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS(HMI(3)2.6TRACK PRESSIIM TREATED 600 �X OC 011lSIDE NEYFD LQM- OUTSIDE KEYED LOCK EACH SIDE W510F SUDS BOLT METAL SCREWS. (GRADE 12 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL E%TRETE FIBER SNAP LATCH NOCK OPtgN LOCK BAR LOCfING OF DOOR. LOCK OPTION STRESS IN RENDING(Q.SRN)WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEANS, B BLOCK WALL OR CONCRETE o 14 GA GALV.STEEL 2.6 SYP(GRADE 12 OR BETTER)00000 JAMB SHALL BE ANCHORED 10 GROUT REINFORCED BLOCK WALL OR B END HINGE.EACH CONCRETE COLUMN.BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REWFORCEO WITH REIN'RCWG 2.6 VERTICAL JAMB 2-3/4' z-)/4• _ FASTENED TO END BINS E%EENOING IHfO ME FOOTING AND IMO TIE BEANS.AL BMS SHALL BE CONTINUOUS FROM THE BE STILES W/(4)/I4v5/8' BfAVS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.BLOCK WALLS AND CONCRETE COLUMNS TO BE ` (1)/14.5/8-SHEET METAL SHIP W JOINTS. SHEET METAL SCREWS DESIGNED BY THE BULGING ENGINEER OR MCIOTECT OF RECORD. EWS -1- PRODWIT RF.NBWBD TnPPING/SCREWS T "pO°'a)•IPSWit dwFlorida 2-1/4'TALL.20 GA GAV. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT /IMROiR6 E•Odt STEEL(MIN.YIELD 80 KSl p NOT TO BE USED FOR ATTACHMENT OF(RACK BRACKETS (/)1/I'.3/4'SELF Moep(•Ix ND 3- 62 .OG U-BAR.TWO U-BARS PER TAPPIND SCREWS SECTION.EXCEPT TNMD ON MAXIMUM ,•�••_^,^,„.a IR pA IInO /8 SECT MBCH HAS ONLY DISTANCENTER STEEL `- .�...'.-_ raurur.lr xwcE ONE U-BM.EACH U-OM2 V BETWEEN WASHERS BY ATTACHE 0 MIN 1/1'SELF BUILDING TYPE FASTENER TYPE FASTENERS REWIRED( MIWTWII Product Cnnfto TAPPING SCREWS. (2) C-90 BLOCK NOILOW OR JAMB CONFIGURATION SCREWS AT EACH END AND GROUTED /4 .3 (I-I/4 EMBED)IIW TAPCW CONCRETE MCHC((2-1/2 MIN.ECCE DISTANCE) 0-1/2 1'O.D. STOP MOULDING BY DOOR INTERNED. EACH LOCATION. 2000 PSI YIN.CONCRETE 1 4 a{ 1-3 4 EMBED IT!TMCON CONCRETE ANCHOR 2-1 2 MIN.EDGE DISTANCE 47 1.O.D. INSTALLER(t0$UIT) .DOD PSI YIN.CONCRETE 1 2 .{' 2-i/ EMBED SIMPSON STRONG-TIE WEDGE-AL1 WEDGE ANCHOR 2-MIN.EDGE DISTANCE 21-1 2 INCLUDED .% I3 GA GALV.STEEL BOTTOM W VE 1 2 {" 1-5 6'EMBE UG SCREW M [RADE A 2-1 'NMN. TRACE 24 1 .0. 120 G MIN.GALV.STEEL END SRLE,2-5/8-.Y. BRACKET(3-1/2'.5-1/2') 2000 PSI MIN.CGNCNCIE 1 2 .1 2-1 2 M /r 20 G MIN.GALV.STEEL INTERM.STILE,2-.2-. _-.. _ -�T SLEEVE AN..0_ 2-1 2 WN. TRACE _ 4 INCLUDED ATTACHED SHEET ME MM RE 114.5/8' 12 GA DAV.STEEL TRACK SHEET NEMA SCREWS. • HIGHESTT ANCHOR/SCREW INSTALLED SCREW STARTING AT LEAST ASHIGHMORE MAN NG.WEI NTON CENTER DISTANCE. BRACKET FASTENED TO 00000 ,N,W( JJJJ / (/ A JMB MTH ONE 5/16'.1-1/2' ALUMINUM E%IRUSION A VINYL WEATHERSTRIP.EXTRUSION /T L 1'(1 I)A� L( WOOD LIG SCREW PER BRACKET. ATTACHED WITH 18.1/2-SELF TAPPING SCREWS AT IR' [[ K} /� 18 G[ALV.SIECL(MCR.MANGE FASTENED 10 CENTER ON CENTER SPACING[(6)SCREWS ON 900 DDDR). FSLGO4IDA Ne 6,Z$ I(DE�51GN LOADS: +42.0 PSF & -48.0 PSE. 2-GALV.STEEL TRACK FASTENED 310.E W/(4)EACH/1Nx5/e'SHEET META.SCREWS. TOLERANCES .00= 3.03 ! PAGE. MIK.SIZE TO TRACK BRACKENS.EACH ® �� N '�^ •,•r 7/16'ROUND PUSHNUr IS INSTALLED ON FACT RBLLER SHAFT. UNI4 s!S1W 1 OIA.on'. .DW= 3.Q i5 ' V' 1 OF I BRACKET ATTACHED MIH ONE 9.0W x 120•'H 1/415/8•BOLT A NVT RI TWO 'I s[ALV.STEEL END HINGE f&(4)EO TO ENO SOLES W/(4)EACH ..= 3.007 DAIC: O ) OS 1/P RIVETS. FINS/e'SHEET METAL SCREWS A(4)Ip'SCP IMNNG SOHCWS. 0e9rees= iC/2' `;T �� DESCRIPTION SINGLE CAR 007 PAN DOOR THIS PRODUCT CONFORMS TO CLOPAY BUILDING PRODUCTS - DRA-BI WITH IMPACT RESISTANT LITES THE REWNEMEHIS OF THE 2007 2•10 BNL STEEL ROLLER(1-3/16-.7/16•.4•) NUMBER. VCO Building Products 8585 DUKE BLVD. ` AND 2010 ERIC, MTH STEEL OR TYLION URE. MASON. OHIO 45040 CIQCCC ORAVIN'G R .1 R 01 702 M Compa 513 770-4800 SH G: 1J - 4 3 2 �; ' 1