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WS-10-558aho 0/ 1,1 11011( N., BUILDING Permit No. 1 0 PERMIT APPLICATION Master Permit No. FBC 2011 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing 1.41Aatti,- pAps i F-e KESCUE3 Owner's Name (Fee Simple Titleholder) C.Z 1.4 eigr Phone # 76r 31 407 Owner's Address 9a0o N W City tJ2/ L State 4 L A Zip 17E Tenant/Lessee Name Job Address (where the work is being clone) q� t■jr_ Miami Shores Village Building Department City Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name S27,es\ Vocsxs Contractor's Address enCaD t■.I Lk) t 1Ci, City \--vc,Nestv, 6awelker State Qualifier Sc r --1-1 a (3 () A 3ci Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit gae)/6 Square Footage Of Work: Number of: Bays Stories 6 1 Families Bedrooms Type of Work: 0Addition Describe Work: Alteration Ggt. :New Phone # sesnws5 it APR 0 2aill IV) BY: ..... Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone # C M\ - Zip S Baths 0 Repair/Replace 0 Demolition INGLinit L C. * *** ****************************F i . , ounty Escrow Fee $ -nr) -co Permit Fee $ /(:. 2 .3747 Notary (Q Tech $ 603 Education/Training Fee $ t2 Scanning $ OM Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ n (Continued on opposite side) Signature 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 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 FLRCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDTITONERS, 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." Noti 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. Owner or Agent The foregoing instrument was acknowledged before me this 31 day of wish es,41( ,2015_,by /,NC„,,G,L, . �tal�Lls., who is personally known to me or who has produced As identification and who did take an oath. chc7n103 Zip Signature Contractor The foregoing-instrument was acknowledged before me this c;2 day of itiarCL' , 20 La, by SG€#1 4a 0• g..cua z who is personally known to me or who has produced as identificati. + rc1 ^'-- Y ,v MYRIAM E. RIVERA rid ;* MY COMMISSION # DD 700148 ( o�� EXPIRES: September � u d OTARY PUBLIC: Sign: Print My Commission Expires: a►GT, 1 Zpi Z My Commission Expires: $'pp/- /7 ewe (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *************** s********************** *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: � ‘7"r. L Y ?S Plans Examiner Engineer Zoning Inspection Number: INSP - 151714 Scheduled Inspection Date: September 29, 2010 Inspector: Bruhn, Norman Owner: COUNTY, MIAMI DADE Job Address: 9500 NE 2 Avenue Project: <NONE> Contractor: BEST GARAGE DOORS INC Building Department Comments September 28, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -4 -10 -558 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (786)331 -4509 Parcel Number 1132060132660 Phone: (305)821 -9720 REPLACE 4 GARAGE DOORS IMCLUDING ELECTRIC MOTORS FOR IMPACT RESISTANT PRODUCTS Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 14 of 17 MIDDLESEX INSURANCE COMPANY STEVENS POINT, WISCONSIN (A PARTICIPATING STOCK COMPANY) A MEMBER OF THE SENTRY FAMILY OF INSURANCE COMPANIES CERTIFICATE OF INSURANCE This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies below. Name and Address of Certificate Holder VILLAGE OF MIAMI SHORES ATTN BUILDING DEPT 10050 NW 2 AVE MIAMI SHORES, FL 33138 This certificate is issued on 01 -01 -2010 and is effective until 01 -01 -2011. It certifies that policies of insurance listed below have been issued to the insured named above. 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. Coverage Provided General Liability 24- 43059 -01 General Aggregate Products Aggregate Bodily Injury and OCCURRENCE Pers /Adv Injury Property Damage Combined Each Occurrence Fire Damage Medical Expense Automobile Liability Includes: Bodily Injury and Property Damage Combined -Any Auto Excess /Umbrella Liability Does Not Include: - Employee Bodily Injury If any of the listed policies are cancelled prior to their normal expiration date, the insurer will send notice to the certificate holder 30 days in advance. 80 -C1035 (MECH) BES 24 -43059 33- 140901 01 -08 -2010 PAGE 1 (0642) Policy Number Name and Address of the Insured 24- 43059 -01 Each Accident 24- 43059 -01 Each Occurrence General Aggregate Products Aggregate ACCOUNT NUMBER 24 -43059 BEST GARAGE DOORS INC 9780 NW 79TH AVE HIALEAH GARDENS, FL 33016 Coverage Limits $ 3,000,000 $ 1,000,000 $ 1,000,000 $ 1,000,000 $ 150,000 $ 10,000 $ 1,000,000 $ 5,000,000 $ 5,000,000 $ 5,000,000 n7777 THE POUCIES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR NERD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDNYY1Q POUCY EXPIRATION m_ DATE (MM/DD/YY LIMITS EACH OCCURRENCE $ GENERAL LIABILITY COMMERCIAL QENERAL LIABILITY AMAGE PREEM PREMISES (Ea�rrence) $ CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: JF r n POLICY � LOC PRODUCTS - COMP /OP AGG $ P1 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE IJABI -TY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS /UMBRELLA LABILITY EACH OCCURRENCE $ I OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE � OFFICER/MEMBER EXCLUDED? (Mandatory lnNH) If yes, describe under SPECIAL PROVISIONS below TWC3238626 4/1/2010 4/1/2011 X I TOR STATU- I I OT FR E.L. EACH ACCIDENT $ 1,000,000 $ 1,000,000 $ 1,000,000 E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Manufacturing, Sales, Service, and Installation of Metal Rolling Doors Miami Shores Village Building Dept 10050 NW 2 Avenue Miami Shores, FL 33138 SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE a David Lopez /AMANDA .,_-- ---,.. ACORO PRODUCER (305)595 -3323 FAX: (305)595 -7135 Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 INSURED Best Garage Doors, Inc. 9780 NW 79th Ave CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A Technology Insurance Company Hialeah FL 33016 INSURER B: INSURER C: INSURER D: INSURER E: DATE (hBA/DD/YYYY) 3/30/2010 NAIC # COVERAGES ACORD 25 (2009/01) INS025 (200901) The ACORD name and logo are registered marks of ACORD ©1988 -2009 ACORD CORPORATION. All rights reserved. PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS U Job Address cis to N 6 2 Av CONTRACTOR INFORMATION Contractor No. O D P it/52G Last four (4) digits of Qual No. 8351- Folio Contractor Name fl, S r6- a refy rrc70 if Lot Block Qualifier Name S a n t icy S c.14 I' Subdivision PBpg e� 470 Nun c,( 4 t, Address 3 Metes and bounds City H l`�(KtN &Did State F Zip .. IC TYPE OF IMPROVEMENTS [ ] New Construction on Vacant Land [ ] Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ] Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only Current use of property p p rty ii) /�M io 1:1K; J Pr Description of Work IZ o f lac P 1 ' ® f r oll o d op J s Sq. Ft. Units Floors Value of Work /0-0 t PERMIT TYPE [v] MBLD* Category K o t REVIEW STATUS [ ] Chg. Contractor [ ]Re-Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner n [coot+' Vud' it f ( FeKL Address q ? 7 O d Nw L U 5 City Co PA ( State IL Zip 31 9 [ ] MELE Phone 7,7 G 3 � LE 5 coo X k 507... [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE PERSON TO PICK UP PLANS M Name L v16 / ° c14C0 ARCHITECT / ENGINEER Owner Address �t Address C P 2 Nw 7T 4 t/ City State Zip ) - City i`Ille-( IICI4 tc State 4 L. Zip 330 Phone Phone 3 3 4 17 -7 -CD FIRE SPECIAL REQUEST PLAN REVIEW (SRI) I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. lm Request: Date: 2na Request: Date: 3' Request: Date: 1DERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1st Request: Date: 2nd Request: Date: 3' Request: Date: MIAMI -DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175 - 2474 • (786) 315 - 2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT 123_01 -192 12/09 m � / 0 07 � 45 NOTE: ALL SHEET MUST BE REVIEWED P BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING- RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS /PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE • • • • • • • • • • • • 6 • • a f . • ••••. •�1 .•NECAWind Version 2.0.3.0 per ASCE 7 -05 • • .Deve1Qped by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com • • • Date •• : CoRagAy Name ? iami -Dade Fire Rescue !4. I1ess ••.1300 NW 41 Street Suite 237 City • . i.11oral S*b!l • • • Florida Miami Fite LocatiflfirQ:hProgram • •• • • • •••• • •• • • 52g Wi 3ttflctural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang 2 Bldg Length Along Ridge = 52.00 Main Wind Force Resisting System(b1WFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 Cp - Loads MWFRS -Wall External Pressure Coefficients on Main Wind -Force Resisting Systems(Meto Pressures Perpendicular to Ridge Wall Cp Leeward Walls -0.33 Side Walls -0.70 Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) IV • N/A 1.15 = 9.50 = 0.11 = 0.15 0.20 • 0.20 = 4 : 12 = 19.00 ft 22.00 ft at Eave= 1.00 ft MWFRS -Wall Pressures Parallel to Wall Cp Leeward Walls Side Walls Files \MECAWind \Default.wnd -0.50 -0.70 Roof - Dist from Windward Edge Project No. Designed By Description Customer Name Proj Location 'User ,Input Data: 146.00 mph Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area ft Bldg Width Across Ridge= 95.00 ft +GCpi(ps£) -26.00 -43.39 - GCp 4' -5.85 Cp +GCpi(psf) - GCpi(psf) - 0.36 0.14 - 0.57 - 0.36 - 0.57 0.80 Ridge +GCpi(psf) -33.87 -43.39 -27.21 -3.42 -37.20 -17.13 -27.13 36.72 - 13.72 - 23.24 : 001 : Angel H. Lamela : Fire Rescue Station No. 30 : 9500 NE 2 Avenue -7.05 16.74 - 17.05 - 17.13 - 27.13 36.72 - GCpi(psf) Cp +GCpi(psf) - GCpi(psf) 31P 1 = Building = C = No = 1.00 = 900.00 ft 1.00 = 0.65 = 500.00 = 15.00 • 18.40 = Hipped = 16.00 = 3539.00 1/ ft ft Deg ft ft^ .... • • • • •••• 0.0 :ft 9.5 ft -0.90 -52.91 • 9.5 ft to•19.0 ft -0.90 -52.91 • 46 19.0•ft to 38.0 ft -0.50 -33.87 • • • 38.0it&•to 52.0 ft -0.30 -24.36 • • • • • •• •• • • -32.75 -32.75 -13.72 -4.20 • •... Width Pressure ofPressure Coefficient � Zon flan Cladding � • • • Description, Width Span Area Zone Max Min Max P Min P • • • ft ft ft ^2 GCp GCp psf psf • M. .•.• • r ..0.•. � • � O V SR H EAD WORE 12.00 14.00 168.00 5 0.784 -0.967 53.952 - 64.232 • • • • •••• • 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode Best Rolling Doors, Inc. 9780 NW 79th Avenue Hialeah Gardens, FL 33016 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: Model S10 -6065 24'-1%" Wide Steel Roll-up Door APPROVAL DOCUMENT: Drawing No. 6065_2008_01, titled "Rolling Steel Door", dated 02/25/08, sheets 1 through 4 of 4, prepared by Joseph H. Dixon, Jr., P.E. Product Design Consultant, signed and sealed by Joseph H. Dixon, Jr., 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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. LIMITATION: Roll -up mechanism is not part of this approval. 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 NOA # 06- 0808.09 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. 09 -0105.06 Expiration Date: November 20, 2013 Approval Date: March 4, 2009 Page 1 Best Rolling Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6065_2008_01, titled "Rolling Steel Door", dated 02/25/08, sheets 1 through 4 of 4, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, signed and sealed by Joseph H. Dixon, Jr., P.E. B. TESTS 1. Test report on Uniform Static Air Pressure per TAS 202, Large Missile Impact Test per TAS 201 and Cyclic Wind Pressure Test per TAS 203 of Series Roll up Door prepared by Fenestration Testing Laboratory, Inc. Report # 4845, dated 04/21/2006, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA # 06- 0808.09" C. CALCULATIONS 1. Calculations for attachment of angle guides to steel or concrete jamb, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 03/01/08, signed and sealed by J. H. Dixon, Jr., P.E. 2. Calculations for attachment of C- channel guide to steel or concrete jamb, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 03/01/08, signed and - sealed by J. H. Dixon Jr., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test Report on Tensile Test prepared by Fenestration Testing Laboratory, Inc., dated 05 /16/06, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA # 06- 0808.09" F. STATEMENTS 1. Statement letter of code conformance issued by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 11/15/08, signed and sealed by Joseph H. Dixon, Jr., P.E. 2. Statement letter of no financial interest issued by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 11/15/08, signed and sealed by Joseph H. Dixon, Jr., P.E. G. OTHER 1. Notice of Acceptance No. 06- 0808.09, issued to Best Rolling Doors, Inc., for their 24' -1 %2" Wide Steel Roll -up Door, approved on 11/20/08 and expiring on 11/20/13. E -1 fr4' Carlos M. U era, P.E. Product Control Examiner NOA No. 09- 0105.06 Expiration Date: November 20, 2013 Approval Date: March 4, 2009 \\`‘ \Nt —. - ' • - , 7 411 AzIR *SALL usual TR' Ir 'WHIT OT TRR ICI illteT RR rni El TRII ?ICJ= PO4 mu TUT 411 Nan IR 1.1 tC OTIS OR ROT . TRI Rif RI Ito? TO sr Isto sr rig mom 04 MILS TROJICTS ZICIETT OT MIAMI SHORES FIRE STATION No. 30 9500 NE 2ND AVE. MIAMI SHORES FLA. 33138 AS BUILT PLANS : 2 I, -:, \ . v• \ \ fk'■ e \ e: \ //.. \ • ' 1 ,1 • 4 Efj, CtIV• - "A A " . • •■ --- .. • • • • • • • • • • • ••• • • • ••• 1111 r'S • P.t.r " 9R.:4/.6" era - - -7"1 iud –5 —42 — 0 <1 0 o o 01-0 Fl (Li rA:11 z)74 / I • (4" 1. • • • .1 „. ...,., , ( • , 1 i 1 LAURA LLERENA & ASSOCIATES, INC, LANDSCAPE ARCHITECTURE/PLANNING/CIVIL/SURVEY 8401 S.W. 87 AVENUE, SUITE 108, MIAMI., FLA. 33173 • • TELEPHONE: (305) 279-1651 FAX: (305) 274-1539 • • • • • • • • CINILIMOMOto SORATIC16 A.9 INSIlatElit5 GP 1� 41 AV SHALL MAN 1E PFOfk! Om erre Lowman ARC14111:CrIOEIVE Ct Rn1a41Er 4upE 1 SP.E0119 012140T. TM' AIM HOT TO BE MD ST-OSER 011.1ER ' EXCEPT BY AM:SW IS MISTING AM ILATH APPROPRIATE CC 1'E8111411( TO Tie LANDSCAPE ARCHITECT. • •••• • • • • • • 4 • 0I illxVIIICS AID SPICIVICATIOn$ 111 • • S• . •• •• • • AS 'sr-1mm OR Slavic* • • • , • • A TAct.4;HEL ASSOCIATES, INC„: F • ENGINEERS • PLANNERS a" ez:Ne. 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'' • • • "•-• • .1 • - • • . • - • . • • • ...• • • ) • . . ••• • • 4 • • ••• • • • .. • * • • • .1 . • +' • • .0 •• * *. • • • • • • • '• • * • • • •,./. •are, • v• • , .• • • OOOOO • • ■,,,,•• • •- •.. • We • • • • , • •1 ••• • • • • • • . • _ 6 . ..' Iii .• • • • • • • • • •• ' 11" • • • 0: • , a •fh • tr • • • * i ii , • • ,' • • • ' • • • ii • • • • ',• • . L. • . , . "•• • -;,*••• • . • • • • • • •, • ' • a • • • . • • ,. • • • 41c%, ' • : • • • • • • •• •• • • • •• •• • • 6C . 9500 NE 2ND AVE. MIAMI SHORES FLA. 33138 SLAT GUIDE (PAG. 2) 1.812 2.415 0 0 • HOOD - 24 GA. (OPTIONAL) o • • • • • • • • • • • 0.875 Ioug- 1.5 COILSIDE ELEVATION 24' -1 14" CLEAR OPENING WIDTH (max.) IA— 0.500 750 17/84 "0 HOLES 2 PLACES FOR 1/4"0 RIVETS WINDLOCKS - DETAIL SIDE ELEVATION PLAIN PRODUCT itold• WM. Oa AmIp..e Pb 7 �7 ' 63 f 0.56 2.500 0.55 FLAT SLAT - DETAIL INSULATED BOTTOM SLAT ELEVATION - DETAIL O 24 GA CLOSURE INSULATION MATERIAL (SEE NOTE 6) GUIDE RAIL oc oc GENERAL NOTES: 1- THE ROLL -UP DOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 & 1609 OF THE FBC, FOR A BASIC WIND SPEED OF 146 M.P.H. THE ROLL -UP DOOR'S ADEQUACY FOR WIND PRESSURE,IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH THE 2007 TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES, TAS -201, TAS -202 & TAS -203. DESIGN PRESSURE RATING: +60.0, -65.0 PSF 2- SLAT TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MIN. FY = 50 KSI AND G -90 GALVANIZING PER A.S.T.M. A -653, OR A.I.S.I. 304 SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD STRENGTH OF FY = 50 KSI. 3- WINDLOCKS 11 GA PLATED STEEL. ASTM A -1011 4= ALL ASSEMBLY BOLTS TO BE S.A.E. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL. 5- ALL RIVETS TO BE A.I.S.I. 1035 STEEL, CADMIUM PLATED, STAINLESS STEEL OR ZINC PLATED W/ FY= 37,000 PSI. 6- INSULATION MATERIAL SHALL BE EPS- EXPANDED POLYSTYRENE INSULATION MANUFACTURED BY DYPLAST PRODUCTS LLC COMPANY, DADE COUNTY NOTICE OF ACCEPTANCE # 07- 1107.08. 7- DOOR MAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL. DOOR IMPACTED ON BOTH SIDE. •••• • • 8- GUIDE DETAILS CAN BE USED IN ANY COMBINATION. • • • •••• • • • • • •••• • • • • • • 9- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURGHASEAND INMI:ATION •••• . • OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL DOCUM¢ln.; J CONTRACTOR • SHALL ENSURE THAT THE WALL CAN SUPPORT THE JAMB FORCE INDICATE ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOFTS RSSPONSI9ILI,1 •••• • • • BOTTOM SLAT • DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR . 24' -1 1/2" ( +601-65 PSF) BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305- 698 -3550 FAX: 305- 698 -3552 www.bestdoor.us BOTTOM SLAT - DETAIL DATE 02/25/08 •••• •••• • • • • •••• ...• • • • •• • • • • • • DRAWN BY B.D. • • • • •••• •••• •••• ENG. NAME: JOSEPH H. DIXON JRr st. FL 7768 - Model S10 -6065 • DRAWN No 6065_2008_01 SHEET 1 OF 4 • • • • 307/3/8' CONT. SOLID STEEL WIND BAR WI 3/ 16"x1 " LG. WELD AT EXPOSED SIDE @ 12" O.C. • • " a al 4 LAT L 3 "x3 "x3/16" Cont. L 3"x2"%3/16° Cont. L 3^x3 "x3/16" Cont. WINDLOCK AT EVERY OTHER SLAT 1/4x3/8" CONT. SOLID STEEL WIND BAR W/ 3/16x1" LG. WELD AT EXPOSED SIDE @ 12" o.c. ASSEMBLY BOLT 3/8" x 1 1/2" W/ WASHER & NUT, FIRST @ 6" FROM BOTTOM, REST • @ 14" O.C. 0.750" -1 6' /. minimum edge distance EXISTING STEEL STRUCTURE REQUIRED /://,../././../../;;//./3-",:%;"::////22.•/./21/ �'// ^�f� / . 125 °Fr-�• 0.675 °:•N — / 1.937" SEE SHEET 3_ FOR SUP STEEL JAMB "E -S" 2.125° 3.000 0.375" 2.875" 1.625° ♦1" 1.750 0.750" 375° SEE SHEET 3 FOR SLIP CONCRETE JAMB "Z -S" 0.750 °I•el— 1.625° 2.875" 1/4"x3/8" CONT. SOLID STEEL WIND BAR W/ 3/16"x1" LG. WELD AT EXPOSED SIDE @ 12" O.C. EXISTING STRUCTURE L 3 "x3 "x3/16" Cont. ASSEMBLY BOLT 3/6" x 1 1/2'W/ WASHER & NUT, FIRST @ 6" FROM BOTTOM, REST @ 14" O.C. L 3xZx3/16" Cont L 3 %3"x3/16" Cont. WINDLOCK AT EVERY OTHER SLAT r 11/16 "0 LJ 3/16" LAT HILTI KWIK BOLT 3 ANCHOR SEE ANCHOR SCHEDULE SEE SHT. 3 3/8"x3/8" CONT. SOLID STEEL WIND BAR W/ 3/ 18"x1" LG. WELD AT EXPOSED SIDE @ 12" O.C. Amopime111e / et , f/mr . • 0.75 2.250" 0 0.750^ 4 0.9375 CHANNEL GUIDE - DETAIL Min. Yield Strength = 30,000 psi SEE SHT.3 EXISTING STEEL STRUCTURE REQUIRED L 2"x3"x3/16" Cont. 3/16" — 5/8 "0 WINDLOCKAT EVERY OTHER SLAT ©CHANNEL (Co t) SEE SHEET 3 FOR SLIP SEE SHEET 3 FOR SUP . 6 1 /4 minimum edge distance EXISTING • STRUCTURE . ° • . 4 . • " . CONCRETE JAMB "Z -R" DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 24' -1 1/2" ( +601-65 PSF) STEEL JAMB "E -R" 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305 -698 -3550 FAX 305-698-3552 www.bestdoor.us r- 2.125 "-�► • BEST ROLLING DOOR, MFG 3/16" — 11/16" 0 0 CHANNEL GUIDE (Cont.) HILTI KWIK BOLT 3 ANCHQP • • SEE ANCHOR SCHEDULE • •• • •••• • • • • • • • • • • • • •••• 0.875 "—o—► • • •••• L 2"x3"x3/13 . O SLAT SEE SHT. 3 • •• •• • • • • • •••••• •••• • •••• : ••• 3/16" U 5/8" P1 • • START @5" FROI1 •3EE ZHT. 3 BO T 1 OM • • • • • • WINDLOCK AT EVERY OTHER SLAT ENG. NAME: JOSEPH H. DIXON JR. P.E. FL 7768 •• • • Model S10-6065 DRAWN BY B.D. DATE 02/25/08 DRAWN No 6065 SHEET 2 OF 4 • DOOR OPENING WIDTH a { 1 , �i [6 a• ASSBVBLY BOLT ANCHORS TO CONCRETE JANE FIELD WELD TO STEEL JAWS Angle Guide Channel Guide Angle Guide Channel Guide Carriage Bolt HIIti Kwik Bolt 3 Hilt Kwik Bolt 3 Plug Weld Wall Angle to Jamb Plug Wald Wall Angle to Jamb Plug V1dd Channel to Wall Angle dia xembedmentxspacing dia. xembedment x spacing 24'1 -12" 1.00 12- 13x1 - 12"014 "o.c. 3/4 "x6- 12"0- 3/4 "o.c. 3/4 "x6- 12" @10"o.c. 11/16"diax3/16" @5-1/2" o.c. 11/16 "diax3 /16" @14 "o.c. 5/8"x3/16" @4 "oc. 5/8" x3/16" ©5 o.c. 23-0" 1.00 1/2"-13 x 1 -12" 014" o.c. 3/4" x6-12" @8" o.c. 3/4" x6-12" ©13" o.c. 11/16" dia. x3/16" @7 - -12" o.c 11/16" dia x3/16" @ 14" o.c. 1 6'-0" 1.00 1/2"-13 x 1 -12" 014" o.c. - 3/4" x6-12" @ 13" o.c. - 314" x4-3/4' @ 14" o.c. or 5/8"x4" ©13" o.c. 11/16" dia. x3/16" @11 "o.c. 11/16" dia. x3/16" @ 14" o.c. 5/8"x3/16" @7" o.c 14'-0" 1.00 1/2"- 13x1- 12 " @14 "o.c. 3/4 "x43/4 " @14 "o.c. or 5/8" x5-12" ©12" o.c. 3/4 "x3- 1/4 " @14 o.c. or • 5/8" 014" o.c. 11/16" dia. x3/16" @ 14 "o.c. 11/16 "diax3 /16" @ 14 "o.c 5/8"x3/16" cg3- 12"o.c. 12-0" 0.50 12'- 13x1- 12' @ 14 "o.c. 3/4 "x3- 1/4 " @8- 12 "o.c. or 5/8" x5-12" ©11" o.c. 3✓4 "x3- 1/4 " @14 "o.c. or 5/8" x5-12" ©14" o.c 1 1/16" dia x3/16" @ 13 "o.c. 11/16" dia. x3116" @ 14" o.c. 5/8"x3/16" @9" o.c. 10'-0" 0.50 12"- 13x1 - 12'014 "o.c. 3/4" x3-1/4" @14" o.c. or 5/8" x5-12" ©14" o.c. 3/4 "x3- 1/4 " 014 "o.c. or 5/8" x5-12" ©14" o.c. 1 1/16" da x3/16" @ 14 "o.c. 11/16"diax3/16" ©14" o.c. 5/8"x3/16" @I3" o.c. EXISTING STRUCTURE Vy LOAD DIAGRAM - MOUNTING 1 taccuerasvamp aaoampl AiigammeIb 40 46 Enthatils 1,77 EXISTING STRUCTURE LOAD DIAGRAM - MOUNTING 2 911(tirg- n/0/o DARE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 24' -1 112" ( +601-65 PSF) BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305-698-3550 FAX: 305-698-3552 www.bestdoor.us •• • • • • • • • • • • • •• •• • • • •• • • • • • • DRAWN BY BD. DATE 0225/08. • • •• • • • • • • • •••• • • • • •••• • •• •• • • ENG. NAME: JOSEPH H. DIXON JR. P.E. FL 7768 Model S10-6065 DRAWN No 6065 2008_01 SHEET 3 OF 4 • • ••• •• • • • • ••• ••• • ••• • ••• • • • ••• •• •• • • ••• • ••• .• • ••• DOOR OPENING WIDTH SLIP each end in Angles — E- Guides Angles —Z-Guides POSITIVE WIND NEGATIVE WIND POSITIVE WIND NEGATIVE WIND F1 pif F2 pif F3 pif F1 pif F2 plf F3 plf F1 pif F2 pif F3 plf F1 pif F2 pif F3 pif 24'1 -1/2" 1,00 11609 10833 3486 16666 17453 3784 3819 3093 3486 7926 8713 3784 20' -0" 1.00 8584 7982 2574 12217 12870 2799 2737 2135 2574 5913 6566 2799 16-0" 1.00 5814 5331 1738 8169 8691 1900 1755 1273 1738 4070 4593 1900 14' -0" 1.00 4456 4034 1329 6198 6655 1461 1276 853 1329 3171 3628 1461 12' -0" 0.50 4787 4424 1434 6869 7262 1582 1491 1129 1434 3359 3752 1582 10' -0" 0.50 2883 2581 858 4083 4411 971 787 484 858 2124 2452 971 DOOR OPENING WIDTH SLIP each end in C- Channel —C- Guides C- Channel —2- Guides POSITIVE WIND POSITIVE WIND NEGATIVE WIND POSITIVE WIND ._ .. NEGATIVE WIND F1 pi - -5 - Pynf pif LL s. :Fl plf . '2_ plf F3 plf F1 plf F2 pIf F3 pif F1 pif F2 plf F3 plf plf . plf 24' 1 -1/2" 1.00 3478 k; 2752 . 20'-O" 3486 7590 8377 3784 2042 1315 3486 1165 1952 3784 20' -0" 1.00 2599 ej 1956 433 2574 5624 6276 2799 1952 1350 2574 862 1515 2799 16' -0" 1.00 1717 ..' 1235 .' 1738 f ' ;3828 4351 1900 1826 1344 1738 585 1108 1900 14' -0" 1.00 1306 ` 883 363 1329 2952 3410 1461 1756 1333 1329 450 908 1461 12' -0" 0.50 1421 1059 1434 3182 3575 1582 1268 906 1434 487 990 1582 10' -0" 0.50 839 ' 536 .858 1966 2293 971 1333 1031 858 299 627 971 DOOR OPENING WIDTH SL each end in POSITIVE WIND NEGATIVE WIND C- Channel or Angle Guides POSITIVE WIND NEGATIVE WIND Pqf plf Pypf plf Rypf plf Pxnf plf Pynf pif Rynf plf Vic pif W plf Mc plf Vy plf 24' 1 -1/2 " 1.00 - 3486 709 18 3784 769 18 3486 727 3784 787 20'-O" 1.00 2574 574 28 2799 625 28 2574 602 2799 653 16' -0" 1.00 1738 433 49 1900 474 49 1738 482 1900 523 14•-0" 1.00 1329 354 68 1461 389 68 1329 422 1461 457 12' -0" 0.50 1434 292 71 1582 322 71 1434 363 1582 393 10' -0" 0.50 858 191 111 • 971 216 111 858 302 971 327 Refer to Fenestration Testing Laboratory Lab No: 4845, reissued 10/24/06, for 20- gage steel slat door, 24' 1 -1/2" wide, +60 / -65 psf Doors manufactured by Best Rolling Doors, Hialeah Gardens, Florida Calculations by Joseph H. Dixon, Jr. P.E. dated 11/16/07 except 10' & 12' wide dated 6/18/08 PRODUCT Asegilme i4 ea DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 24' -1 1/2" (+60/ -65 PSF) BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305- 698 -3550 FAX: 305- 698 -3552 www.bestdoor.us •• • • • • • • • • • • • DRAWN BY B.D. DATE 02/25/08 • • •• • • • • • ••. • •••• • • • • • • •••• • • • • • • •• • • • •••• • •• • •••• • • • • • •••• • • •••• ENG. NAME: JOSEPH H. DIXON JR. P.E. 'FL7768 Model S10 -6065 DRAWN No 6065_2008_01 SHEET 4 OF 4 • • • • MIAMI DADE FIRE RESCUE erocess No: Municipal Imp No: Project Name: INITIAL Apprvej Plill d i o REVIEW Disapp Not Applicable Date LAZ Revision Process Ni: Date Apprnv A Disapp Nut Applicable • • • • • • • • • kl • fr • • • • • • • • pamnYzn APR 0 2 2010 8/ BY • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Miami . rED , '73 DEPT DEPT CT '10 CCIVIPLIANCE WTH Ai: • ATE AND CCUNYY rgULES P\M • vv)02_ 1000 7c) THIS IS NOT A PERMIT. MUST PROVIDE FIRE MUNICIPAL INSPECTION REQUIREMENTS AND RECOR • CARD AT THE TIME OF A FIRE INSPECTION. ......-....A.Aikaitik 11111111111111111111111111111111111111111