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WS-14-2614Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224191 Scheduled Inspection Date: December 16, 2014 Inspector: Rodriguez, Jorge Owner: TRAAD, MONIQUE Job Address: 50 NE 104 Street Miami Shores, FL 33138-2027 Project: <NONE> Contractor: GARAGE DOOR SOLUTIONS CORP Permit Number: WS -12-14-2614 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360130890 Phone: (786)546-2879 5ullaing Department comments REPLACING EXISTING 8.6'XT GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False December 15, 2014 For Inspections please call: (305)762-4949 Page 21 of 51 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 15, 2014 For Inspections please call: (305)762-4949 Page 21 of 51 �soeAA BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 ®'BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 10 Master Permit No -W&-,14 ~ AH k Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '57Q N e City: Miami Shores � QQ�l!County:: Miami Dade Zip: 33 13 e) Folio/Parcel#: � 1 —o2 3!!(+'• 013 "©JJV Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE�,n� F,FEE: OWNER: Name (Fee Simple Titleholder): 1`'� 10 n l 9 � ---�• t r Qaj Phone#: 4W - q'70 - SV 4/8 City: W `l 00y f; re S —State: >F L Zip: Tenant/Lessee Name: Phone#: r Email: CONTRACTOR: Company Name: Gans . e b imf SOIACOf • Phone#: - v ' +01 83 Address: 10;;, Nw 05!o PL City: �A l.Q-S-V7 - j State: P=L Zip: 3 3 L Z 5P Qualifier Name:y VGa n �Et �y�C Phone#: sq b" RZ-7'� State Certification or Registration #: 13 8-S 00180 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: - City: _. State: Zip: Value of Work for this Permit: $_To2 3tT'•&?5r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ Newr'Repair/Replace F-1Demolition Description of Work: enlace 6xls17ng �.le ZC�I Parona door Specify color of color thru We: Submittal Fee $ 5'0'0C) Permit Fee $ \ t _ . CCF $ CO/CC $ Scanning Fee $ 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 City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $250, 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. Q, Signature ' OWN R or AGEN • The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -S day of NCA P�k6P QL , 20 1 Ll . by e= day of 20 1 y . by b&® t takkk "MAC4Zi .who is personally known to who is personally known to me or who has produced FL UU uaa— l � as _qLe or who has produced identification and who did take an oath. NOTARY PUBUC: ' ' y Notary Public - State of Flotilla Seal: ;l • fly Comm. Expires A0 27, 2011 F CN=Osaion # EE 83MM Beaded TWO MON Nobn Awl identification and who did take an oath. NOTARY PUBLIC: APPROVED BY LPlans Examiner Structural Review (Revised02/24/2014) Notary PUM - State of Florida lily Conan. Expires Avg 27.2016 Cmnmisalon #E EE 830635 SiMN itnouo National Notary Assn. as Zoning Clerk . CTQB 66914 Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 13BS00180 GARAGE DOOR SOLUTIONS CORP D.B.A.: MATUTEJUAN is certified under the provisions of Chapter 10 of Miami -Dade County 'dALID FOR CONTRACTING UNTIL 09/30/2018 Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY CC NO: 13BSo01$0 BUSINESS NAME/LOCATION RECEIPT NO. GARAGE DOOR SOLUTIONS CORP 275 FOUNTAINEBLEAU BLVD STE 160 7458803 MIAMI, FL 33172 MC EXPIRES SEPTEMBER 30, 2015 OWNER TYPE OF BUSINESS GARAGE DOOR SOLUTIONS CORP SPECIALTY BUILDING CONTRACTOR Restricted to City of Miami Shores MI® ID For mote Information, visit wwwaismidade.ggyAmIlector Pursuant to County Code Sac 10-24 PAYMENT RECEIVED BY TAX COLLECTOR 37.50 11/26/2014 0228-15-002545 907142 Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 7139223 BUSINESS NAME&OCATION RECEIPT NO. GARAGE DOOR SOLUTIONS CORP RENEWAL. 102 NW 86 PL 7416233 MIAMI FL 33126 LBT EXPIRES SEPTEMBER 30, 20'15 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS GARAGE DOOR SOLUTIONS CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED Worker(s) 1 13BS00180 BY TAX COLLECTOR $75.00 09/15/2014 CREDITCARD-14-037486 Tbis Local Business Tax Receipt only confirms payment of the local Business Tax. The Receipt is not a license, permit or a certification of the holder s qualifications, to do business. Holder must comply with any governmental Of noogovemmemal regulatory laws and requiremems which apply to the business. The RECEIPT N0. above must he displayed on all commercial vehicles — B9iami—Dade code Sec 8e—vii. For more information, visit fflgrvv mjamidade.gay/t"caiI��0., a Report Viewer G? 51 ,, a =/1 ,, i3 (100 . •4�+eo.e'P• JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION " CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW " CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation taw. EFFECTIVE DATE: 4/25/2013 EXPIRATION DATE: 4/25!2015 PERSON: MATUTE JUAN FEIN: 482448527 BUSINESS NAME AND ADDRESS: GARAGE DOOR SOLUTIONS CORP 102 NW 86 PL MIAMI FL 33326 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION &M for fawn of the DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO aE EXEMPT REVISED 07.12 QUESTIONS? (850)413.1009 Page 1 of 1 https://apps8.fldfs.com/crreportviewerlreportViewer.aspx?data7-kdvpginc9D7Q3gH6T'ER6... 4/25/2013 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if - 1 f: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida ) County of Miami -Dade) Sworn to and su day of �i.&w2fk WN -.I7 20 j ERTO PEREZ JR Imo- otN ary Putic - State of Ronda BY i • C area Aug 27, 2011 (SEAL) Contractor � Print Name: �°� Signature. State of Florida ) County of Miami -Dade ) Sworn to bPShria ma WS —1 day, of , ZIP *.PEREZ JR s?� `�•. Notary Public - State of Florida By _. es Aug 27.2016 o r (SEAL) Be Through National Notary Asm Type of I entification pr ced CERTIFICATE OF LIABILITY INSURANCEDaTEW ,1128/14 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: K the certificate holder Is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED. subject to the terms and conditions of the policy, certain policies may require an endorsemerrt. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Lucia Estrella PNo. (M5)226.8727(AVC u (305)226-8787 Accurate 8300 West Flagler Suite 114 ludaestreft@bellsouth.net VISU AFFORDING COVERAGE NAIL a Miami, FL 33144 WSURER A : COWn&n Specialty lr"ranca COMP' Phone (305)226-8727 Fix 305)226-8787 INSURED DISURER B INu C : Garage Door Solutions Corp INSURER 0: 102 NW 86th Place IN,stIRER E : Miami, FL 33126- 786-273-13117 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISIVN NL1IIUMM 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 DL3U1BR POLICY NUMBER LIMITS A GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ® OCCUR ❑ ❑ GENA. AGGREGATE LINT APPLIES PER: ® POLICY ❑PRO• ❑ LAC VBA257669-00 09/15/2014 09/15!2015 EACH OCCURRENCE S 1,000,000.00 DAMAGIE RENTED PREMISESTO$ 100,000.00 MED EXP lazy o„e ) $ 5,000.00 PER30NAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE s 2,000.000.00 PRODUCTS - COMPiOP AGO S 1,000,000.00 S AUTOMOBILE LIABILRY ❑ ANY AUTO OS ❑ ASCHHED LED ❑ ALL OS ❑ HIRED AUTOS ❑ A OS El 0 c�?�ent"am LIMIT S _$ BODILY INJURY (Per perp) $ BODILY NAM (Per amen S P* S $ ❑ UMBRELLA LIAB C] OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE S AGGREGATE $ ❑ DED Ej RETENTION$$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTNE OFFiCEWMEMBER EXCLUDED? (Mandatory In NH) ❑ US OU NO OF OPERATIONS below N I A I I ❑ WC STAT El PR— E.L. EACH ACCIDENT S EL DISEASE - EA E PLOYE S E.L. DISEASE - POLICY LIMB 1 S DESCRIPTION OF OPERATIONS I LOCATtM l vP.NICLEB (Attach ACORD 101, AddtBenal Remarks Schedule, if more apace is required) LICENSE g13BS00180 CERTIFICATE HOLDER CANCELLATION Miami Shores Village BLDG Dept 10050 NE 2nd Ave Miami Shores, FI 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICYPROVISIONS. I I Ludy Estrella ®1988-201 AC • RPORATION. Ali right reserved. ACORD 25 (2010105) QF Tim ACORD risme and logo are registered marks of ACORD DEC 01 2014 BY: �Oo? o MIANH DADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2471 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eev/economv Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to T-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets I through 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, 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 atter 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 revises and renews NOA 012-0228.12 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. MIAM4DAOEcouNrr � NOA No 13-0503.06 Expiration Date: September 4, 2018 �, ,/�(j 1%' Approval Date: August 8, 2013 j Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Gauge Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. Test reports on I) 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) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. 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 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08-07.18 01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tom L. Shelmerdine, P.E. Carlos M. lJtrern, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 AD.NSTABLE ROLLER CARRIER TTACHED V/ (2) V4• x VR• e o BOLT 11 NUT PER BRACKET 14UA DIERASAFE CENTER HOKE ATTACHED •DC HHREAD SCISB•7 ._.. .:3 5AT• 82GA RRUSS ATTACHED 1R GA GALV. CC•iz T� ROLLER ATTACHED V/C4- - V/ (D) 1/4• x 3/4• . _... NEK HEAD SCREWS AT24 EACH CENTER STILE :..:.•...:: QA DEN EXTER[OR t/BAKED ON POLYESTER 3/4' LEX HEAD10 BALL STEELPER • • 9• H@1 STEN ROLLER F XTURES 1SEE (TABLE PARE 3 FOR �REcow1ENDED SEOT7ON COMURAT10HA TYPICAL DURASAFE CENTER k;AIGE •2 3 INSIDE ELEVATION N.T.S. .. _.-.-...., 20 GA. CD EO 9 PAGE 3 0KG 14M MWASAFE VENTSS EKEIN.S 19 ROLLER CARRIERS ATTACK TO END STILE V/ CD 1/41 x 3/4• HEX NEAR SCREWS PER CARRIER P M BDA STEEL B• LONG STEN ROLLER SLIDE LOCI( DSAM WTO VERTICAL TRACK ON BOTH SLOES B/8• HIN EHGAGEHENT SNAP LATCH. OR Lai( BAR B'Tt64AU ATTACH V/M V4' x 3/4•HEX HEAD SCREWS P 5/Q•x X eEY QAL p 5/e• R-TRUSA 1RAIX THIO HERS .mr ER CC(T. VERUCI TRACK PAOU 41ING DETAIL (Na 2 N.T.& LAG 77 FBt STR ALSTT SCFUTT!))T ST O O AT 5• SECTION A—A (SIDE MEMO N.T.S. LARGE MISSLE IMPACT RESISTANT pgODUCPA1F.ViSf:D uoQRKp1T�8 pNIlHlq /ID)i� BUTTON SRAOMT 13 U (M V4• X ATTACHED4• HY ^HEX HEAD SCREWS M Pn1bMCoaMoi TYPICAL BUTTDM DRA=T, 4 , N.LS FLAG BRACKET ATTACHED TO WOOD 5/14 3114 X 1-818' LAG BOLTS AND TO W (4) V4•-20 x 5/B TRACK SPLICE AND RUTS V= TRACKS AT THIS LOCATION W 4) 1 4'-20 TRACK SCE PABOLTS & NUT3 JAMB PAIN (3) 5/tG• DIA x 1-5/6' LAO GGLTS ) 5/H8' DIA. x 1-5/A' AD T Ek 77 AM STD JNCB 12 KUM Q&V. S= UAW BRACKETS LA*% W/ (1) 1/4'-- CK SPLCE BOLT & NUT LFOR 3) ON PAUE 3 JAND BRACKET SPACM TRACK CONFIGURATION FOR G'8' UP TO 14' TALL DOORS OJOEMOOC OFOM OCE BT ARAONTQCIDUFFM &1T3/dID 00-11-08 A91 5 JUMIDIMM to/13(D 1 OBC MAX SITE �(yEBLB1lJ40t o o' x 14' eeeea5l_ SH@(�,Pj`s,�e OMGN LOAD 4e Q . •° '� +51.1 PSF Aoe�y; •�, GEN s�`'•<o -80.3 Pte' El d a•.• 004_ •Stn a$ STATE' LAM MISSLE °w NPACT e l(` • •. U1 ee REs1srANK2: FL/ Pfjnueeeul° 9 2 \sl ISS CARRIAGE -COW VINSDBN-SALEM. NL EROS VVVAMARR= MODEL 850 HBBITAGE (24 GA) 1000, 2080 MODEL 888 OAE sOMEDT (24 OAj 1000, 2000 SHORT, FANO. PLllSH, AND OAE SOId1H'l' PANBL4 Sa D" or OD I DAIS 03/1W OPm um B I viii er A)E I DAZE w/I4/03 IRC -9509-180-21 SM I OF3 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF' +230.0 LBS/FT & -271.4 LBS%FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH & DORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES I AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAVANG IN ADDITION TO OTHER LOADINGS. & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSLE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. eARY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STAXWENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE AVAILABLE TRACK CONFIGURATIONS N.T.S. INTERIOR OF GARAGE MAX. VADTH Bb' DESIGN LOADS +230.0 LBS/FT SEE N07E 2 -271.4 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE X 6 V£RTIC—`� AMB ATTACHMENT TO WMD FRAME STR%944 S/36' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN EV LLQ Q 1/2' ENBEDNEKI') 2 X 6 VroTICAL ,AMI1 ATTACHMENT TO 2_^00 PSI CONCRETE MILTI KVIK BDLT 3/0' X 4' STARTING 6' FROM EMUS TMH 24' O.C. CZ VW EMBEDMENT) KLTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 18' 0C. (1 1/4' EMBEDMENT) iTW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' B.C. (2 1/2' EMBEDMENT) Y 6 t ttGAt l4MB ATTACHMENT TO MALLOW C -W BLOCK 3B(PSON U4' % 3• tt7EN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS Cr APART) AT e' UG (I I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON Il+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS Cr APART) AT 8. O.C. (1 U4' EMBEDMENT) ? X 6 VERTIC L ie101 ATTACHMENT TO ERDUTCB C-90 BLOCK (2000 PSI GROUT) HDLtt SLEEWE ANCFInR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEM 22' O.C. Q 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 SLUM 4AGS AND BOLTS CAN BE COUNTERSUNK TD PRDVTDE A FLUSH MOUNTING SURFACE ■PREPARATMN IF WOOD JANBS BY OTHERS IHULLDV vm rom U-� STRUCTUE GROUTED STRUCTURE 3' FOM ekovucr REwwD m�INwMbfMeFloliOs 4FL* dIM�LIId TABLE I TABLE 2 TABLE 4 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION HEIGHTS section Center Stile Location DOOR (Measured from Left Edge) HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm 1 #2 #3 1 #4 1 #5 #6 #7 1 #8 Vtqdth- Panel 1YM let 2st 3rd A I B C D E F G H T 21=1401WI,� �MIWPT wig ktx z- M 13'6" 21' 121" 21" 121" 121" 18" 18" 121" w� (ft) on) on) on) r 5 Itz, 16" 3T, 68r 761/2" 9' . O Long 24.000 48.000 72.OGO A.. I'll 1, -1 12'6" 21"1 18" 18" 18" 18" W 18"121", frjo 24.626 48.0W 71 71.375 8' 51/2" 16" 3iV 52" 70' 1 881/2-1 2m 1§1 W� Long WOM 12W �M - .2 24.500 49.000 73.5W 9 51/7 13" 31"149" 6r W 1001!2" 11'6" 21" 21" 21" 18- 18" 18" - 2 1 1" -Wj2 Bead 25.125 49.000 72.876 Z%W $gMIM34" 7= 10,61, 21" 21" 21" 21" 21" 21" 914 Long 25.ODO 60.000 7&000 19 5 I/Z' IS- 37- Sr. 7V' 94- 1121/2" WA Bead 25.626 50.000 74.375 X- 111 510 161 34" 52" 7W 88",10S". 1241/2" 9-61' 21" 18" 18" 18" 18" 21" &A Long 26.600 61.000 76.6m &!a Bead 26.125 51.0m 75.875 1Z 51/2" 16" 3r 5EP' 79' 100" 1W 1361/2' 8'6" 21" 21" 21"118" 21" W'.8 Long 26.00D 62-000 78.000 5 &j8 Bead 26.W5 5? -000 77.376 -13! 51/2" 1 16- 37, 58" 76" 94" 112" 139' 148112" 7'6" IV' 18" 1 8" 11�8fl V110 Long 26.60D 53.000 79.6W 14! 51/2" 1161137-1 SW 79- 100- 121- 147' 1601/2- 1 6,6" 8" ir 8`110 Bead 27.125 53.000 78.875 21" W fm TABLE Long 1 27.000 1 54.000 1 81.000 DOOR TRACK ATTACHMENT ISPLICE W., Bead 1 27.625 1 54=0 1 80.375 HEIGHT A 8 C D E FIG-HIIIJ,K L M I N I S -64 71 3" 14!' 27" 38" 46' 56" 68" 7611 7-�-- 7 --� 1, Resmm 0 0 w � It 01 A 7 g, WEzr B JUMMOM Itatodl- 8- W 141- 2r, 38" 46'. 56" 68" 78" 88" WIN W. 144 121 +5t.1 PSF 1001, 91 13" 14!' 27" 38" 46' 5611 6811 7811 Wt -GOJ pw Ek No 00 48579 0011 U 3" 14!' 27" 38" 46" 561 68" 7&' W' I OF STAT L4ROE WSSLE 119 124!' WPACT 111 311 14!t 2711 3811 4611 561 6811 78" 88-1 1001".1101, RESWANM ....... 12' 3" 14!' 27" 38" 46" W 69' 78" 88" 100-1110-112211 136" 2kW/ r I I M CARMAW C= VMM-MV46 = 0M %WAWQRJ= 1& 3" 14!' 27" 38" 46" 56" W 7W 88" 100" 114" 122" 148" MODEL 950 HERITAGE (24 GA) IWO. 2000 coldwil MODEL 005 OAX 2000 W. Tr "I PANELS M ProWd SHOW. LONG. WA, SKI 0=61 W1 DR WWMW W 3" 14" 27" 38" 46" 56" 68!- 78" 8811 122" 134' B I moor Aml m IRC-M-11ID-21 I ALL TRACK ATTACHMENT SPAClNC +/- :r ALLOWED PATH SYP OR SPF NO. 2 OR BETTER ONLY ISM 3 OF 3 Bead LL