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WS-17-54Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number e Door'' .APPROV.D Expiration: 07/09/2017 Applicant 972 NE 93 Street Miami Shores, FL 1132060350070 Block: Lot: GEORGE AND GIANINNA DARG / Owner Information GEORGE AND GIANINNA DARGHAM Address 972 NE 93 Street MIAMI SHORES FL 33138- 972 NE 93 Street MIAMI SHORES FL 33138- Phone Cell Contractor(s) Phone Cell Phone AUTOMATED HOME SERVICES INC (305)594-3810 Valuation: Total Sq Feet: Type of Work: REPLACE EXISTING GARAGE DOORS WITH No of Openings: 2 Additional Info: REPLACE EXISTING GARAGE DOORS WITH Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $120.00 $9.00 $2.40 $137.80 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -1-17-62563 01/10/2017 Check #: 37308 $ 137.80 $ 0.00 $ 2,290.00 119 Available Inspections: Inspection Type: Final Review Building 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 a oning. FuthermooreI authorize he above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 10, 2017 ate January 10, 2017 1 Miami Shores Village Building Department 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 20 BUILDING Master Permit No. 1 (-4 PERMIT APPLICATION Sub Permit No. BUILDING [C] ELECTRIC E] ROOFING REVISION El EXTENSION El RENEWAL JAN 1 IDPLUMBING Ej MECHANICAL JPUBLIC WORKS 0 CHANGE OF J CANCELLATION Ej SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9q A/ 3 fi S o e Co. n M dad Folio/Parcel#: // - - 033-- € Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):J�Ae.4/�Am l?hone#: 3oS� S 88 q Address: City: /%%(1A" ' i .U„gS Tenant/Lessee Name: Email: State: Phone#: Zip: 3 3 CONTRACTOR: Company Name: Address: aO/O /4/A)%/!4j41/5 City:At EL 2 Phone#:.3637 0 Qualifier Name: ip: 3 3! Phone#: State Certification or Registration 0: CT J�O0.(20. ,, 5 _Certificate. of Competency #: 0Qe)O/l 3 H DESIGNER: Architect/Engineer: L, ,C0Q6 _C.1 Phone#:___ -:42gyp �- ! Oy Address: /-5640,21.14)6771,,,____�, �City: /7224 _ State; � -- Value of Work for this Permit: $ Square/Linear Footage of Work: ___11.1.41.61:12219) Type of Work: Q Addition 0 Alteration El New E.4 Repair/Replace E] Demolition Description of Work: �L �. E ' 2 _ .�s� � /Al %/.i 5 Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $r — Bond $ TOTAL FEE NOW DUE $ �,,.13 (RevIsed02/24/209,4) Bonding Company's Name (If applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.,, Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 52500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to a achment. Also, a certified copy of the recorded native of commencement must be posted at the Job site for the first inspection hich o. curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b •%� ved a d a reinspection fee wili be charged. Signatur- _ ��,� Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this .5- day of �il/L/, 20.1.E , by 61a." C E eZg_S�/,/jm , who is personally known to me or who has produccd as identification and who did take an oath. NOTARY PUBLIC: Si zT. d Print: Seal: � s4 A APPROVED BY (R®v15ed02/24/2014) ra sot1�y nl e i LISA A LUNGARO __ Notary Public - State of Florida ;,E My Comm.g�yExpires May 3y1.220018 44".gntd... tong 4/4,y firm The foregoing instrument was acknowledged beforemethis 9- day of a 4J , 2t ) , by 'Zr4121,.ZP who is personally known to me or who has prod cedes identification and who did take an oath, NOTARY PUBLIC: Sign: Print: as Seal: :•,�;ji 'L'o's ****t r *** 4s ** $+b M 11.4. Piens Examiner Structural Review LiSA A UNGARO Notary Public - State of Florida k' (If`r My Comm. Expires May 31, 2018 Zoning Clerk Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers. from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ET0000075 ISSUED:. 06/14/2016 REG. SPECIALTY ELECTRICAL CONTR. LEWIS, DONALD M AUTOMATED HOME SERVICES, INC REGISTERED AS: :;; r LIMITED ENERGY SYSTEMS SPEC. HAS REGISTERED under the provisions of Ch.489 FS. Expiration date - AUG 31. 2018 L1606140001772 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD LICENSE NUMBER The SPECIALTY ELECTRICAL CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 AS A LIMITED ENERGY SYSTEMS SPECIALIS LEWIS, DONALD M AUTOMATED HOME SERVICES, INC 2010 NW 94TH AVE :, .Y.. MIAMI FL 33172 ISSUED: 06114772016 . DISPLAY AS RthU1RED BYLAW SEQ # L1606140001772 000855 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 1445972 BUSINESS NAME/LOCATION AUTOMATED HOME SERVICES INC 2010 NW 94 AVE DORAL FL 33172 OWNER AUTOMATED HOME SERVICES INC Worker(s) 10 RECEIPT NO. RENEWAL 1445972 rLBT+ _ O EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR 000011303 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 08/11/2016 FPPU06-16-021853 This Local Business Tax Receipt only confirms payment of the Leval -Business Tex. The Rgcaiptis mita Iicense, pens% or a certification of the holder's qualificatices, to do business. Holder must comply with any governmental or nongovernmental regulatory laws aad requiremelds which apply to the Nahum The RECEIPT N0. above must be displayed an all commercial vehicles - Miami -Bade Cede Sec Sa-V6. For more information, vitt www.mIamidade.00vftexcoliactar 000092 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 144733 BUSINESS NAME/LOCATION AUTOMATED HOME SERVICES INC 201.0 -NW 94 AVE DORAL FL 33172 OWNER AUTOMATED HOME SERVICES INC Worker(s) 10 RECEIPT NO. RENEWAL 144733 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPEC ELECTRICAL CONTRACTOR 000011303 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 08/10/2016 FPPU06-16--021673 This Local Business Tax Receipt only confines payment of the Local Rosiness Tax The Receipt is out a license, permit, or a c tifesdca of the holder's qualifications to do lousiness. Holder rpt comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Wand -Bade Code Sec 8a-216. For more information, visitwveav.mieritidada.00vitaucollectar Vlunieipal Contractor's Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 1445972 BUSINESS NAME/LOCATION AUTOMATED HOME SERVICES INC 2010.NW 94 AVE DORAt.FL 33172 OWNER.- AUTOMATED HOME SERVICES INC Category(s) 2 RECEIPT NO. 7488555 EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS MMC SPECIALTY BUILDING CONTRACTOECA'YIVIENNT RECEIVED 0000 i 1303 Y TAX COLLECTOR $200.00 08/11/2016 FPPU06—I6-021853 This Lome Business Tax Receipt only maims payment of the Local Business Tax The Receipt is nota license, pemait or a certification of the hollers gz3alifrcations,to do business. holder must comply with any governmental or nongovernmental regulatory laws and requiremc-affi which applyto The business. The RECEIPT NO. above oust be displayed on aft commercial vehicles -1 larai-Dade Code Sec 8a-276. For more information, visitwww.rrriarnidade.00vlmxoollectot ?08338 Jlunicipal Contractor's Receipt Miami—Dade County, State of Florida -HIS IS NOT A BILL - DO NOT PAY 144733 BUSINESS NAME/LOCATION AUTOMATED HOME SERVICES INC 2010NW94AVE DORAL FL 33172 OWNER AUTOMATED HOME SERVICES INC Category(s) 1 RECEIPT NO. NEW 7488446 't J EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS MMC SPECIALTY ELECTRICAL CONTRACTOYNIENT RECEIVED 000011303 TAX COLLECTOR $175.00 08/10/2016 FPPU06-16-021673 This local Business Tax Receipt only confirms payment of the Local Susiness Tax The Receipt is not a license, permit or a certi 1cation of the holder's qualifica1ions,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above most be displayed on all commercial vehicles -Miami-Made Code Sec 8a-27$. For more infodu:dtioa,visitwwwmiamidade.00vftaxcofector AUTOM-2 OP ID: GF Ae R ®A CERTIFICATE OF LIABILITY INSURANCE DATE(rAMIDDIYYYY) 09/27/2016 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(ies) 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). PRODUCER Tanenbaum Herber of Florida 2900 SW 149th Avenue Miramar, FL 33027-6605 Pat Murphy ECONTACT Gail Fulm NAME: ore PHONE g54-883-2900 I FAX 954.517-7400 talc. No. Ext): (AIC, Na): E-MAIL Rss: gfulmore@thfiorida.com INSURER(S) AFFORDING COVERAGE MAIC # INSURER A : Brierfield Insurance Company 10993 INSURED Automated Home Services, Inc. Attn: Ms. Brenda Lewis 2010 NW 94th Ave. Miami, FL 33172 INSURER B : FCCI Insurance Co 10178 INSURER C : 1,000,000 INSURER D: �XCLAIMS-MADE OCCUR 1 i INSURER E : $ INSURER F : • 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 IY LTRR TYPE OF INSURANCE INSDl IWVD POLICY NUMBER EFF (1�DNY ) POLICY EXP (MWDD/YYYY) LIMITS A X 1 COMMERCIAL GENERAL LIABILm i !1,000,000 CPP001173504 10/01/2016 10/01/2017 EACH OCCURRENCE $ 1,000,000 �XCLAIMS-MADE OCCUR 1 i RENTED DAREMISEMAGE S 7o(Eco Pa $ 100,000 MED EXP (Any one person) $ 5,000 f i PERSONAL &ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: It POLICY X ERCT I LOC OTHER: GENERAL AGGREGATE , $ 2,000,000 PRODUCTS -COMP/OP RGG $ B AUTOMOBILE uABILRY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOSNON-OWNED AUTOS I j { + CA10000511801 10/01/2016 10/01/2017 COMBINED SINGLE LIMB (Ea accident) S 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA UAB 1 X I OCCUR I UMB00241581 10/01/2016 10/01/2017 EACH OCCURRENCE S 2,000,000 EXCESS UAB GJms,.. AGGREGATE S 2,000,000 DED I X RETENTIONS 10,000( $ B WORKERS AND � (Mandatory DESCRIPTIN COMPENSATION EMPLOYERS' LIABILITY Y !NIA I ! 001WC16A75420 10/01/2016 10/01/2017 PER 1 1OTH- I STATUTE ;` X ER E.L EACH ACCIDENT $ 500,000 PI PROPRIETOR EXCLUDED? EGUT� N E.L. DISEASE - EA EMPLOYE $ 500,000 In NH) sdescribe under OF OPERATIONS below E.L DISEASE - POLICY LIMIT $ 500,000 ( I DESCRIPTION OF OPERATIONS! LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Proof of Insurance Contractor License #ET0000075 Donald Lewis TION MIASHVL Miami Shores Village Hall 10050 NE 2nd Avenue Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE OF, NOTICE WILL BE DELIVERED IN ACCORDANCE EXPIRATION THE POLICY PROVIS PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD QUALIFYING TRADE(S) 0037 LOW VOLTAGE SPECIALTY �#2P2 452$5 ?.G Sec -stay QUAIJFV'ING TRADE{S} 0022 GARAGE & INDUS DOOR 0029 METAL AWNG & SHU' i R ALFAROOQ CORPORATION imm CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: AUTOMATED HOME SERVICES Date: Dec 14, 2016 Project Name: DARGHAM RESIDENCE Engineered By: KW Project Desc.: 972 NE 93RD STREET Checked By: MI MIAMI, FL 33138 AFC Number: 16-1406 Building Height (ft.) : 15 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - ROOF TYPE: SLOPED RISK CATEGORY: 2 Disclaimer: • • • . - This document is not valid wiihout th &n osise ! al of an engineer .. .•. .. . • • .. employed by Al-Farooq Corporation. •• •.• • . • . . •• - No portion of this documeit •may be ailed U7eprddirceinsi any manner. Unless authorized by signing prpfrss#oral • • • • • • ••• •• • • ••• • • . . • Carlos Mftichor, P.E. Fl.# 81344 EB C.A.N. #3538 ••• • • • • ••• • • • • • • • • 9360 Sunset Drive, Suite 220 1 Miami,•FL.33i174 1 T4 30{.264.$100 1 F: 305.262.6978 1 www.afceng.com 1 alfar000(alafceng.com • •• •• • • • •• •• ••• • • • ••• • • AUTOMATED HOME SERVICES Coefficient 10 1.03 DARGHAM RESIDENCE 972 NE 93RD STREET MIAMI, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz) (1b/ft"2) 68.64 • • . •.• • • • • • • • • • • Wind Speed (mph) 175 Importance Factor 1.00 Exposure Category D Risk Category 2 Coefficient Kz 1.03 Mean Roof Height IN (ft) 15.00 Height Above Gnd. Level [z] (ft) 15.00 Horizontal Dimon. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qhJ (Ib/fr2) 68.64 • •44ark CompT ype .A.. • Garagepoor • • Component Size Gcp Coefficients • • 1:v (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- •• •• • • • •••• • • • . • .••• • • • • • • • • •• • • • • ••••• • • • • •••• • rrl Gcpi Coeff. Design Wind Pressures (Ib/ft"2) Z5- Pos Ne • Z4+ Z4- Z5+ Z5- In Zone 24.10 0.93 0.93 -1.03 -1.27 0.18 -0.18 45.8 -49.9 I( 45.8 -59.5 Z5 AS PER NOA APROVAL #15-0721.09, A 8.5 FT WIDE GARAGE DOOR IS APPROVED FOR: +65 PSF > 45.8 PSF O.K.// - 65 PSF > 59.5 PSF O.K.// Miami Shores Village APPROVED 701\1111G DEPT PLOG DEPT ASCE 7-10 WI D LOADS ON COMPONENTS AND C Engineers Seal 1 II JLCT TO COMPLIANCE WITH ALL FEDERAL • NTY RULES AND REGULATIONS RPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Name And Signature Design Date 12/15/2016 12:03:35 PM Design Reference Number 16-1406 •• •• • • • ••• • •• • • • • •• • • • • • • • • • •• • • f. •••• • • •••• •• •• • • 6 •••• • • • •• •••• • • • • • • • •• • • • • •••• • • • • •••• AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT�jTO ZONE 4 & 5 BY: K Y y DATE: 121114 "ALL INFORMATION PROVIDED BY CLIENT Ib Full Hip Roof Structure 24" Overhang. Roof Peak at 15 Feet above ground. Estimated Roof Mean at 12 Feet above Ground. See attached picture(s). 2-2" 8'-6" 2-2" 4 8'-6" 2-2" Subject Garage Door Opening Subject Garage Door Opening North Elevation Contractor: Automated Home Services, Inc. 2010 NW 94th Avenue Doral, FL 33172 Tel: 305.594.3819 Fax: 305591.2464 CC: 000011303 Residence: UiEUHGE UAHGHAM & UTANINNA UAHUHAM 972 NE 93 ST MIAMI, FL 33138 Folio ID: 11-3206-035-0070 Legal: MAGEE & HAWKINS SUB PB 51-5 LOT 7 LOT SIZE 14481 SQUARE FEET OR 17517-3711 01971 COC 25680-0419 05 2007 4 Garage Door Location & Size SIZE FSCM NO DWG NO REV December 14, 2016 SCALE 3116" = 1'-0" SHEET 1 OF 1 D Complies wilh the FRC 5th Edition, (2014) • • Top Bracket Detail_A (sheet 2 of 3) •• • Moor Heights 8' - 0" Tested • rS�SE��i below for otter door heights • • • • • • • • • •• • • •••• • • •••• Maximum Door Width 9' - 2" End & Intermediate Stiles (Backers) Detail L (sheet 2 of 3) See aunt below for quenaty Attached with 3 mm TOG -L -LOC a12 paces. • B • • • • •• • • • • j• • Bottom Bracket • End Hinge • .118411i(sheet 2 of 8) • Detail B (sheet 2 of 3) •••• I his product hos bean tested per TAS202-94 for static air pressure. impact and cyclic wind pressure. This product has been tasted per TAS201/203-94 for large missile Strut & Strut Attachment Detail E (sheet 2 of 3) NOTE: Trock configuration above the door opening does nal affect the wind load rating of the door. '1 � hM t3 I ?II ,1 .i III 11M NI 11 1211 ©' SINGLE STEEL END STILE 16 Ga Galvanized Steel Detail M (sheet 2 of 3) Slide Lock Shown Detail G or Lock Bars Detail J (sheet 2 of 3) 66r +/- 3" 54#" +/- 3" 381" +/- 3" B 22r +I- 3" Intermediate Hinge 4" +1- 3" - Detail D (sheet 2 of 3) 101" +/- 3" - Model Number HT 80 & 2_80 SERIES HT 81 & 2 81 SERIES HT 82 & 2_82 SERIES HT 90 & 290 SERIES HT 60 & 2_60 SERIES HT _61 & 2_61 SERIES HT _63 & 2_63 SERIES HT_84 & 2_64 SERIES HT 10 & 2_10 SERIES HT _70 & 2_70 SERIES HT 12 & 2_12 SERIES HT 71 & 2_71 SERIES HT 14 & 2_14 SERIES HT y_72 & 2_72 SERIES HT _16 & 2_16 SERIES HT _73 & 2 73 SERIES HT 32 & 2_32 SERIES HT _74 & 2_74 SERIES HT 33 & 2 33 SERIES Center Door width Design Pressures End Center + psf - psf Stiles Stiless HHH es jjS/Dtes Mies Single / j�//////// //,/� % /ii/ YES tem ass r -r 65.0 -65.0 Single ///��� /) 3 1 YES This product is available in narrower sizes with the some PSF and constructed as shown. This product is des'gned and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF required for any given site. s-o•mmntr 65.0 -65.0 Stiles 2 Center Hinges 1 aw"lla tekr 85.0 -85.0 r -r tt"a rr 65.0 -85.0 Single 3 Impact Resistant YES YES REVISIONS !OR 0130197110E 007E Flag Bracket Detail H (sheet 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. ' Supporting structural element designs are to be the responsibility of the professionol of record for the building or structure for the loads listed on this drawing. Door, Total sectionsHeight ec °f Total No. of Struts Strut Confguralon Jamb Side 6'-0" 3 3 5 6'-0" 4 4 5 6'-3" 4 4 5 6'-6" 4 4 5 6,-9" 4 4 SEE 6 T-0" 4 4 SHEET 6 T-3" 4 4 3 OF 3 6 T-8" 4 4 6 T-6" 5 5 8_ T-9" 4 4 6 T-9" 5 5 6 8'-0" 4 4 6 8'-0" 5 6 6 Maximum section height is 24 in. Maximum door height is 16 ft. All doors, even those above the tested height, ore avoilable with jamb brackets or commercial full angle. The quantity and dimensional location of the jamb brockels/trock clips and the jamb mounting shown above should be maintained. NOTICE: These drawings ore o supplement to the installation instructions for a stondord door and only covers those procedures that vary from standard door installation. If these specific procedures ore not followed. the door may not perform as designed. IMPACT RESISTANT This product has been evaluated for use in the High Velocity Hurricane Zone (HVHZ). Haas A Ncftlpd' Cana ny 320 Sycamore Wauseon, Ohio 418431.9900 men 92" HT 600, 700, 2000 & 800 STEEL SERIFS HVHZ WIND LOAD SECTIONAL DOOR DESIGN. PRESSURE 465.0/-65.0 PSF DDAWI8080,: }YL -0600 -0110 -08 -65.65M -D .888. DATE Mt 1211/1410888888: MVS MODSL(8): See Sheet 3 118887:1 OF 3 A MIAMI�DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mi amidade. Eovleconomv Haas Door Company 320 Sycamore Street Wauseon, OH 43567 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 RER-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. RER 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: Series HT 600, 700, 800 & 2000 Insulated Steel Sectional Garage Door up to 9'-2" Wide APPROVAL DOCUMENT: Drawing No. WL -0600 -0110 -08 -65 -65M -D, titled "9'-2" HT 600, 700, 2000 & 800 Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated 12/01/2014, prepared by Haas Door Company, signed and sealed by Thomas D. Sullivan, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval 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 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 tertninate 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 11 djspjaaed•in §dv irt4in& Iiterature. If any portion of the NOA is displayed, then it shall be done in its entir@ty. • • • • • • • • INSPECTION: A copy of ltis a ire O shalt beprovided 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 consists of this zae 1 and evidence page E-1, as well as approval document mentioned above. The submitted doctunentaton:vas reyieweiby Ca fos.1 . Utrera, P.E. . • • . . . • . • • • . • • •. •. •. • . •• MIAMI.DADECOUNTY • • • • APPROVED • •. . • .. • . ... • . •• • • ••• •• • • • • • • • ♦- • • • ••• • • • • ..• •• /t NOA No. 15-0721.09 Expiration Date: February 11, 2021 Approval Date: February 11, 2016 Page 1 Haas Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. WL -0600 -0110 -08 -65 -65 -50M -D, titled "9'-2" HT 600, 700, 2000 & 800 Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated 12/01/2014, prepared by Haas Door Company, signed and sealed by Thomas D. Sullivan, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Resistance Test, per TAS 202-94 along with marked -up drawings and installation diagram of 9'-2" wide x 8" height HT 600 Series Sectional Steel Garage Doors, prepared by Intertek/ATI, Test Report No. E1289.01- 550-18, dated 12/05/2014, signed and seated by Justin P. McDonald, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheets, prepared by Intertek/ATI, Test Report No. E1289.11-106-18, dated 12/12/2014, signed and sealed by Gary T. Hartman, P.E. 3. Test report on Salt Spray per ASTM B117 of coated metal steel panels, prepared by Intertek/ATI, Test Report No. E1289.10-106-18, dated 11/24/2014, signed and sealed by Gary T. Hartman, P.E. C. CALCULATIONS 1. Anchor calculations prepared by JB&B Engineering Consultants, LLC, dated 07/01/2015, signed and sealed by Thomas D. Sullivan, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics of the polyurethane foam insulation per ASTM E84, prepared by QAI Laboratories, Test Report No. RJ3298-1, dated 06/25/2014, signed by Christopher W.C. Bowness, P.E. 2. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM D1929, prepared by QAI Laboratories, Test Report No. RJ3298-2, dated 07/14/2014, signed by Christopher W.C. Bowness, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by JB&B Engineering Consultants, LLC, dated 06/16/2015, signed and sealed by Thomas D. Sullivan, P.E. 2. Statement 1&ter of ito tialanbia'l i$teleit issued by JB&B Engineering Consultants, LLC, dated 06/16/2015Aigne4 into:ea c:by'omas D. Sullivan, P.E. .... . ... ... . • . • . . . .• • . • . • • . . • • • . .. • .. . . .. • ... ... . .. . . . • • . . • . • • ... . . . . • .. . . • . . • Eil • . • . . ..• .. Carlos M. trera, P.E. Product Control Examiner NOA No. 15-0721.09 Expiration Date: February 11, 2021 Approval Date: February 11, 2016 D Complies with the FAC 5th Edition, (2014) • • • •• Top Bracket Detail A (sheet 2 of 3) •• •• • Ubor Heir&• • 8'-0"Testet 89p • below for other door L eights • • • • • • • •• this This •••• • • •••• • ••e••• • • • B • ••••-•e-- • • •1•• • • ao�om Bracket• ▪ End Hinge • Detail Cfsheet 2 of 3T Detail B (sheet 2 of 3) •••• • Maximum Door Width 9' - 2" End & Intermediate Stiles (Backers) Detail L (sheet 2 of 3) Sea oma below for quantity Attached with 3 rem TOOL -LOC al 2 paces. A NOTE: Track configuration above the door opening does nol of feat the wind load rating of the door. II 1`I 111 iJI 1 1111 SINGLE STEEL END STILE 16 Ga Galvanized Steel Detail M (sheet 2 of 3) s • • Strut & Strut Attachment Detail E (sheet 2 of 3) product has been tested per TAS202-94 for static air pressure. product hos been touted per TAS201/203-94 for large missile impact and Model Number HT 60 & 2_80 SERIES HT _61 & 2_61 SERIES HT _63 & 2_83 SERIES HT_64 & 2_64 SERIES HT _70 & 2_70 SERIES HT _71 & 2_71 SERIES HT _72 & 272 SERIES HT 73 & 2_73 SERIES HT 74 & 2_14 SERIES HT _80 & 2 80 SERIES HT 81 & 2_81 SERIES HT _82 & 2_82 SERIES HT_90 & 290 SERIES Intermediate Hinge 4" +/- 3" - Detail D (sheet 2 of 3) 104"+ -3" - Slide Lock Shown Detail G or Lock Bars Detail J (sheet 2 of 3) cyclic wind pressure. HT _10 & 2_10 SERIES HT _12 & 2_12 SERIES HT _14 & 2_14 SERIES HT _16 & 2 16 SERIES HT 32 & 2_32 SERIES HT 33 & 2_ 33 SERIES Door Width Dest n Pressures End Cerner Canter Impact +psf - psf Stiles Hinges Stiles If es Stiles Hin. es Resistant swam m r -n" 65.0 -65.0 Single 1 / l //�� f�/y//�/ YES YES Single / 3 1//. /jf/ r �ir/////i YES sa me a -z 65.0 -65.0 Single �� /r%/OO�D��r./0�000 3 1� //�j YES tmaB'r r -r cue as 65.0 65.0 -65,0 -65.0 Single Stiles 2 Center This product is ovoiloblo in narrower sizes with he some PSF and constructed as shown. This product is des'gned and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF required for any given site. 544" +6 3" 384" +/- 3" 224° +/- 3" REVISIONS an. IDN! is sueaQnoa Flag Bracket Detail H (sheet 2 of 3) --Jamb Bracket Detail F (sheet 2 of 3) Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. Supporting structural element designs ore to be the responsibility of the professional of record for the building or structure for the loads listed on this drawing. Door Height Notal Sedans Total No. of Struts Strut Configuration Brkts1 Side 8'-0" 3 3 5 8'-0" 4 4 5 8'-3" 4 4 5 6'-6" 4 4 5 8'-9° 4 4 SEE 0 7-0" 4 4 SHEET 6 7-3" 4 4 3 OF 3 6 T$" 4 4 8 T-6" 5 5 _ 8_ T-9" 4 4 __ 6_ T-9" 5 5 6 8'-0" 4 4 e 8.0" 5 5 6 Maximum section height is 24 in. Maximum door height is 16 f t. All doors, even those above the tested height, ore available with jamb brackets or commerciol full angle. The quontity and dimensional location of the jomb brockets/track clips and the jomb mounting shown above should be maintained. NOTICE: These drawings ore a supplement to the installation instructions for o standard door and only covers those procedures that vary from standard door installation. If these specific procedures ore not followed, the door may not perform os designed. IMPACT RESISTANT This product has been evaluated for use in the High Velocity Hurricane Zone (HVHZ). 92" HT 600, 700, 2000 & 800 STEEL SERIFS HVHZ WIND LOAD SECTIONAL DOOR DESIGN. PRESSURE +65.01-65.0 PSF 320Syramme DAAIVI80ROa WL-0600-0110.08.65-65M-DIREV. Watlwm, W is 43587 DATE Rik 12/1/14 OMEN 9T: MVS 419-337-9900 MIMEl(8): See Sheet 3 ISREET: 1 Of 3 A D Complies with the ERC 5th Edition, (2014) DETAIL A TEK SCREW 1/4" x Of Ilex Washer Head Self Drilling (a pea End & Intermediate Stiles) • • • • • 3 1/2 4' CSuT 18 Ga KS` Ali nItrwm • `, • Golvon z Steal • PUSH NUT 7/16" See DETAIL K for push nut placement ADJUSTABLE TOP FIXTURE 12 Go TEK SCREW 1/4" X 3/4" Hex Washer Head Sell Drilling (4 per Bracket) •• • •• 11-1"--1 • • _—r ••�+ • •• •• ••• • • 3" x 3 1/4" BRIDGE PLATE 18 GR 50 KS1 MINMMI• • • D6TAIL e• •A!too oddwillh 3 ,reb•••• DETAIL F • • • TOG -L -LOC of 4 Corners • • • •••••• DETAIL B UPSIDE HANDLE • • • • DETAIL J Alternote Lock Configuration SINGLE STEEL END STILE 16 Go Golvonized Steel DotoiL_M (shoal 2 of 3) o n' IOCK BARS Engage No the vertical track on each side of the door END HINGE 14 Go Galvanized Steel TEK SCREW 1/4" X 3/4" Hen Washer Heed Self Drilling (6 per Hinge) PUSH NUT 7/16" See DETAIL K for push I placement JAMB BRACKET 12 Go Galvanized Steel BOLT & NUT 1/4-20 X 5/8" Carriage Boll & 1/4-20 Hex Washer Nut (1 per Jamb Brooke() There should be a space of 1/4' between the roller hub and the outside edge of the roller holder which is set by the push 'nut. NOTE. Jamb Loads: +292.5 lbs./f 1. / -292.s lbs./ft. Ind & Intermediate Stiles (Backers) Detoil I (sheet 2 of 3) Mm. Attached with 3 mm TOG -L -LOC 01 7 places. of 1" DETAIL C DETAIL G TEK SCREW 1/4" X 3/4' Hex Washer Hood Self Drilling (3 per Bottom Bracket) BOTTOM BRACKET 13 Go Golvonrzed Steel PUSH NUT 7/16" See DETAIL K for push nut placement BOTTOM SEAL SLIDE LOCK (Dne On Each Side of The Door) or LOCK BARS (see DETAIL 2) SLIDE LOCK or LOCK OARS Engages Into the vertical track on each &de of the door TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Slide Lock) ROLLER 2" Diameter Nominal Eleven Bon Nylon or Ten Boll Steel with o Minimum Workable Shoff Length Shown. i Kot•►:2.ii�Li�''l.'_ � a�_ �._�._ �3' I;!;ll�,l, 117 7' VERTICAL. TRACK 2" Nominal 13 Ga Galvanized Steel WOOD JAMD BOLT & WASHER 5/16" X 1 5/8" Lag Boll & 2" O.D. x 7/16" I.D. not Washer NOTE. Jamb bracket must be in direct contact with the 206 (No drywall allowed). SECTION B -B The vertical wood jamb fasteners may be counter sunk to provide a llol mounting surface. See jamb attachment details on sheet 3 for attaching jambs to the structure DETAIL D 16" Section - 17 I" 21" Section - 20 1' 24" Section - 23 I" I I -J 2b L DETAIL L REVISIONS I0!. IOU eT ata0M1a11 INTERMEDIATE HINGE 18 or 14 Ga Galvanized Steal 1EK SCREW 1/4" X 3/4" Hex Woeher Head Sell Drilling (4 per Hinge) NOTE The locution of the intermediate hinges is indicated by the TOC -L -LOC dimples a1 the top of each section 8 ° a 18' Section - 17 r ° 21' Section - 25 r 24' Section - 23 5" MATERIAL: 20 GA CS Steel, G40 Min. Hol Dipped Galvanized 111 r 3- J L DETAIL M MATERIAL 16 GA CS Steel, At10••bd 1• combing wog. Flattda µ�y,,,,._.��de 040+ Min. Hot Dipped Gelvonrzed Doe OZ W ' 14 NOM Mod Dade SINGLE STEEL END STILE 16 Go Galvanized Steel Detail 14 (sheet 2 of 3) DETAIL H BOLT 5/16' X 1 5/8" Log Boll (4 per Flog Bracket) BOLT & NUT 1/4-20 x 5/6" Track Bolt & 1/4-20 Hex Washer Nut (2 for Horizontal & 2 for vertical Track) NOTE: Details on some views omitted for clarity. Double end stiles and end hardware may be required on wider or heavier doors. Sy '.'p:S 1S& 7 No 65 STA • IMPACT RESISTANT This product hos been evaluated for use in the High Velocity Hurricane Zone (1-IVI-17). 9'2" IIT 600, 700, 2000 & 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +65.0/-65.0 PSF 320 Syealnole DRAWING 00J WL -0600-01 I0 -08 -65 -65M -D REV. Wauseon, Olt 43.507 001E BBB: 12/1114 IOBAWB BT: MVS 419.397.0900 asnm. MODELIS7: See Sheet 3 SHEET: 2 OF 3 A Complies wilh the FBC 5th Edition. (2014) Ir" THICK - HT 600 SERIES _ Ii" THICK - Hl 700 SERIES r 2' THICK - HT 2000 SERIES 3- THICK - HT 800 SERIES WO; ita E ttti • • Pig • • ;a --"" • • ' • • •• STRUT Detail E (sheet 2 of 3) •• • • • ••• • •• • 0 • • • • • ION AN0 GROVE JOINT. • • • • • C B A •••• •• •• •STRUT Ort 1 F • • (sheet 2 o 9)• • • • • - ••-�+•••• • TOqt,p "SCS STEL1NWIITR C4D VB. A101 DIPPED LPDXY PRIMER GALV EIJw • POLYS TCR PAINT TO : O • • • �r• LD: 25 Rst•• • • • •• INIUE AND GR1 .•JOINT.: • • •••• SECTION A -A STRUT Detail E (sheet 7 of 3) 26 GA MIN. INTERIOR CS STEEL SKIN WITH G40 MIN. GALVANIZED, BAKED -ON POLYESTER PAINT TOP COAT. MIN. YIELD. 35 KSI TONGUE AND GROOVE JOINT. STRUT Delo? (shoot 2 of 3) BuildinStrucluree Fastener Type EmeeN W Mohnen DEljlerPo Magnum Center Sp74k3 Wawa s ong Al1Owedo Tension Min. 2000 PSI Concrete Tapcon 1/4" w1 1° OD washer 1314" 2112" 3° 12' 443 S Mln. 4000 PSI Concrete Tapcon 1/4' w/ 1" OD washer t 3/4" 21/2" 3" 12° 594 A Southern Plne (G = 0.55) 5116' Lag w/ 1 1/6' OD washer 112° 1112° 4" 12" 5536 Spruce Fore Fir (0 = 0.42) 5/16° Lag w/ 1 1/6" OD washer 2" 1 12° 4" 12" 492 6 NOTE: 2X6 mounted to the wan must be Southern Pore Grade 2 or better. FIRE RATED POLYURETHANE FOAM INSULATION RIGID/FLEXIBLE PVC BOTTOM SEAL. 4 SECTIONS 6SECTIONS SSECTIONS 7SECTIONS STRUT CONFIGURATION OPE HEI OPENING WIDTH MODEL NUMBERS MODEL NUMBERS AVAILABLE _, a o FASTENER TO CONTINUE PASHEADER HT _32 & 2_32 SERIES HT _33 & 2_33 SERIES - a a 0 if VING 31 -IT HT _61 & 2_61 SERIES CENTER 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON SPACING FIRST FASTENER 4" to 8" ABOVE THE FLOOR a HT _71 & 2_71 SERIES OPENING WIDTH MODEL NUMBERS MODEL NUMBERS AVAILABLE HT _14 & 2_14 SERIES HT _16 & 2_16 SERIES HT _32 & 2_32 SERIES HT _33 & 2_33 SERIES HT _10 & 2_10SERIES HT _12 & 2_12 SERIES HT 60 & 2_60 SERIES HT _61 & 2_61 SERIES HT _63 & 2_63 SERIES HT _64 & 2_64 SERIES HT _70 & 2_70 SERIES HT _71 & 2_71 SERIES HT _72 & 2_72 SERIES HT _73 & 273 SERIES HT _74 & 2_74 SERIES HT _80 & 2_80 SERIES HT _81 & 2_81 SERIES HT _82 & 2_82 SERIES HT _90 & 2_90 SERIES 669151066 0E4aMWall IMPACT RESISTANT This product has been evoluated for use in the High Velocity Hurricane Lone (HVHZ). 9'2" IIT 600, 700, 2000 & 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +65.W-65.OPSF 320 Sycamore 08/11111 101 N0: WL -0600 -0110.08 -65 -65M -D IRI. W9039011,0010 43567 DATE DRN: 1211114 I08AWN BY: MVS 419437-9900 "„y MODEMS): See Sheet 3 188E17: 3 OF 3