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WS-14-2113Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220485 Permit Number: WS -9-14-2113 Scheduled Inspection Date: November 17, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: KLINE, JANET Work Classification: Garage Door Job Address: 10331 NE 6 Avenue Miami Shores, FL 33138 - Phone Number (305)285-3402 Parcel Number 1122310120220 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 tsunaing uepanment comments REPLACE 2 EXISTING 8X7 O/H GARAGE DOORS Infractio Passed Comments INSPECTOR COMMENTS False November 14, 2014 For Inspections please call: (305)762-4949 Page 10 of 31 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 14, 2014 For Inspections please call: (305)762-4949 Page 10 of 31 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 LINE PHONE NUMBER: (305) 762-4949 OBUILDING ❑ ELECTRIC ❑ ROOFING FBC 2/0� 00 l� Master Permit NoW e "' LI3 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS /� JOB ADDRESS: V 3 >� City: Miami Shores County: Miami Dade Zip: 7 1 3 Folio/Parcel#:� +��3 J ' �— — ®�� Is the Building Historically Designated: Yes NO)LI Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehol Address: / 03 3 L / y E-6 City: &- l / State: Zip: -3 d Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ALLIED DOORS SO FL Phone#: 954-942-8550 Address: 151 SW 5 CT City. POMPANO BEACH State: FL Zip: 33060 Qualifier Name: DENNIS ROMANELLI Phone#: 954-942-8550 State Certification or Registration #: CBC033137 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: //� / — City: State Zip: Value of Work for this Permit: $ < 7 fo Square/Linear Footage of Work: Type of Work: El Addition ❑ Alteration ❑New Q Repa' /Replace ❑Demolition Description of Work: &E6 -5 L� A 6P Specify color of color thru tile: Submittal Fee `0 Permit Fee $ 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 $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. Signature LJ OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 22— day L-1 t�Is 20 by 22 _ day of SQhga ,L 20 14. . by l-t./eisonally known to DENNIS ROMA who is ersonall known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUI3 . / Seal: APPROVED BY (RevisedO2/24/2014) HENRY RAMIREZ MY COMMISSION # FF 102369 EXPIRES: March 16, 2018 Bonded Thru Notary Public Undemmters identification and who did take an oath. NOTARY PUBLIC: Print: l� Plans Examiner Structural Review HENRY RAMIREZ MY COMMISSION # FF 102369 EXPIRES: March 16, 2018 Bonded Thru Notary Public Undemmters Zoning Clerk ':Named bele Under t Expiretion.d ISSUED: 0M012014 n=T,Aru DISPLAY AS SEQ# L1407SG=1669 STATE OFFLORIDA; .DEPART-MENTOFBUSINESS AND�PROFES-SIONALREGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAFLASSEE FL:32399-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 SW .STH GT POMPANO BEACH FL 33060 ................... . ..... . . .... .. .................... -.1.1 . . .... Congratulations!. Wfth� this licenseyou b000me one of the,. nearly ... . . ..... ... ,one million Floridians licensed bythe De ander partm Profiessional Regulation. Our professionals and •buslh�'range .STAlt-,,,OW FLORI) 1A I from architects t6vaAbtakers, from boxers fw rbequarestaurants, and they keep Florida s economy strong. , ENZ ..PA OF BUSINESS. AND m � mc 'ULA TIO N prove, the way we do businessth order to Every day we Work to, Im & Z BC01.311-37 }7130/20 C pW 09,onto serve, you better, �for l"f6rmatiomabout our '*vjos W I www Myfibriclallcan eccom- Thqre you: can find nors im-, -form ition r the, 16606 that irnoi�i you iubo6mb about our divisions and ' Tr 40R A 4 to department newsietters. aniearn'rnom about ifie' Department$ ALLlEa c . Initiatives.. License . . . . . . . . . . . . . . Our mission at the Department is: clenty, Regulate M Fairly, We constaritly mWe to serveyou better so that you can -serve your customers. Thank: you for doing business In F16fida, FS,:,, and congratulations on your new licensel 10' L14, ':Named bele Under t Expiretion.d ISSUED: 0M012014 n=T,Aru DISPLAY AS SEQ# L1407SG=1669 2014 2015 m A� V CERTIFICATE OF LIABILITY INSURANCE rMIDDIYYYY)ATE8/20(M CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 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: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Risk Management Underwriters, Inc. PHONE FAX �)- 630-928-4700 o . 630-586_ -8712 1420 Kensington Road Suite 114 _ ------ E-MAIL E-MAIL s: RMUSolutions@RMUSolutions.com INSURERS) AFFORDING COVERAGE NAIC C Oak Brook IL 60523 ENSURER A :AmTrust Group -Technology Insurance 42376 _ INSURED INSURER B: Cohesive Networks, Inc. Alt Empl: INSURER C: Allied Doors South Florida, LLC 4224 West Henderson Blvd INSURER o___ Tampa FL 33629 INSURERe:__ INSURER F: CnVFRARFR CFRTIFICATF NLIMBER. 2080092159 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -- - ---- — INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMlDpIYYYY MM/DD LIMITS ACCORDANCE WITH THE POLICY PROVISIONS. COMMERCIAL GENERAL LIABILITY Miami Shores FL 33138 I AUTHORIZED REPRESENTATIVE *­ I EACH OCCURRENCE $ CLAIMS -MADE L -]OCCUR DAMAGE TO RENTED (Ea occurrence)_ $ -PREMISES MED EXP (Any one person) $ PERSONAL & ADV INJURY - $ GENF__]'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ - -- - PRODUCTS -COMP/OP AGG $ POLICY n JE ,LOC OTHER:$ AUTOMOBILE LIABILITY (Ee accident)_ $ _ $ ANY AUTO BODILY INJURY (Per person) - ALL OWNED SCHEDULED AUTOS AUTO S j BODILY INJURY (Per accident) - $ -- - NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Pera ccdent $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE -----.--- �------ -- EXCESS LIAR CLAIMS -MADE -- '- —r ---___. _ ..-..-------- $ ------------- $ DED RETENTION $ 1 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y� OFFICER/MEMBER EXCLUDED? (Mandatory In NH) N / A N TWC3395799 1/1/2014 1/1/2015 X STATUTE OERH --- — ----- E.L. EACH ACCIDENT -- --- -- -- E.L. DISEASE -E_A_EMPLOYEE -- -- -- -- — _$1,000,000 _ $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Allied Doors South Florida, LLC 151 SW 5th Court, Pompano Beach, FL, 33060 -Client #63594 CFRTIFICATF HAI I FR CANCELLATION U 19BU-2014 AGUKU GUKPUKAI IUN. All rights reserves. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 ONE 2nd Ave Miami Shores FL 33138 I AUTHORIZED REPRESENTATIVE *­ I U 19BU-2014 AGUKU GUKPUKAI IUN. All rights reserves. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ALUR.2 OP Irk Kt3 4C<>R0* CERTIFICATE OF LIABILITY INSURANCE �0812W2'"''"' 08/28120'14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. KP©RTANT: N the certificate holder Is an ADDITIONAL INSURED, tate polloy(les) must be endorsed. If SUBROGATION IS WAIVED, subs to the tetras and conditions of the policy, cartain policies may require an endomemeTt. A statement on this certificate does not confer rights to the certificate Folder In Esu of such ' ommmCWACT 161�Road; Sum M . Douglas Jones PROM Gables, FL 33134 Djmos@jaonsgroup.com WOMRA; COLONY INSURANCE CO. est► Allied Doors South Florida LLC 161 SW 6th Court ; um , �- Pompano Beach, FL 33060 i, rksf>:$rt o: �V�B= Vi:• •.3:.: IHBURHR F y M I" � s M4' ���.. �., cy • � M. � I• � ..�sr €M::! ■ •i :.E. il-�..e. r�•T7ji�iI�l to l' - _. _ s���. �■ .; t, z:.. ,' ., - i r lint .� u: .i.- i :.' �,' iel.1 1444 i 1=�MIII C ::� •,tr-. -t.� ��1 _ e".i�'.:�:.lr�et:d :cT�l� 1 f i 11 i; AUTOUMM UAGUTY ANY Afro ALLOW= 0 SCMDAW Arm moomo HMMAUTOS AUTO11 NIA 08!30120'14 1081"1$ O@8QidPT10N QF OPSRA'Tf0�t8 / tocATtolte l vie 1Ac0� 161, Aodf�rtat Soh�Wo, �t bo atkohvd p mora ipsao � �aqutrod) .Eli, FICATE ROWED IS LISTED AS Avoi"M011AL I1+18 m. STATE or n DEBT. OF WSINESSCONTRACTOR'S LICENSE 8CBC033137 4 i CITY OF MIAMI SHORES 10080 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCE11M BEFORE THE WMTION DATE WEREOF, NOTICE WILL BE DE ATRED W ACCORDANCE WITH TETE POLICY P*&"f1ONS. AYTNOMM RMPREGUNTAWE O INS -2014 ACS ACORD 25 (2014M4) The ACORD name and logo are registered nawM of ACORD Aft rights reserved. a z f((a r (fe SEP 2 9 2014 BY: CITYT co-py t a. t a f 7 70 WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH Notes: CARACF DOORS Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. The design pressures assume the entire door's width is in the end zone (zone 5) of the building. C Most garage door openings will n be located completely in zone 5. Therefore individual ^� 6®®!®119®®111 c n calculations will result in lower pressures. �^ ®®®®` �_ S fj�� e1®��®®® c rq For mean roof heights less than 15', use 15' pressures. % • ®- '�/�C` ®®� S z This Table is only to be used in conjunction with Amarr Garage Doors.��''\�i s`�:•; �� ®® 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744-5100. Fax (336) 744-5815 www.amarr.com WLL s • No 004857.7 • ® O � d n. Q ® y�q, • � o C7 c ® 5 ai 2® �o> CU E2 ®���• ®® O R % " FL ®®s®® /ON ALE� �® COUNi`ll M MIAAII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA} www.mlamldade.aovreco_nomv 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 Herlt ewe-6��lit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP x-51.1, -60.3 P �) APPROVAL DOCUMENT: Dray ng o. IRC -9509-180-21, title `Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Sha , it Panels", sheets lthrough 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 IMPAC' 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 after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then It shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 12-0228.12 and consists of this page 1 and evidence page B-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Mtorn•naoecountrr r NOA No 13-0303.06 r ExpIratlott a 4 2018 Approval Date: August , // 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 lthrough 3 of 3, dated 03/1412003, with revision B dated 10/13/2011, prepared by Amarr Garage 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 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) 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' 24ga 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 SectionaI 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 # 08-071& 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. "Subinived 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 confornfance to 2010 FBC an no financial interest issued by Structural Solutions, PA., dated /11/2013, signed an sealed by Tomp L. Shelmerdine, P.E. Carlos M. cera, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 AVAISTAKE R01ER CARRIER ATTACHED V/ (T) V4' x ve' e o SILT E RUT PER RRAE ET R-7wjSS ATTACHED 12 GA DAM CHRBERCIAL 3 9/e' > iA V/ CD 314- . 3/4 - TOP ROLLER EtkcKET .. REX HEAD SCREWS AT ATTACHED WAV 1/41 x EACH CENTER STILE 3/4• HEI( HEADPER 1SCREWS 18 DALL STEEL s' KN STEM ROLLER TYPICAL TOP FIXTURES) t ADJUSTABLE SLIDE ATTACHED V/Q) 7/B• TRACK BOLTS. 3 INSIDE ELEVATION XUL CD ED I_ D/p X2E GA CT D/2' R -TRIM 2' 24 DA UN EXTERV mm ON POH.ITSIB DURASAFE CENTER HINGE 2 HOLES FOR STRUT ATTACHMENT OF STRUT IS REDDLREDT N PAGE 3 DKH p 2T 2) V ' x VV x 3/4' SCREWS WAD S ik,AE TVp f� RSyS pF VE/1TS E(#IALS JS LL LLER CARRIERS ATTAM40 a' ND CD 1/4' x X HEAD SCREWS PER CARRIER �� ID BALL. STEEL LONG STEM ROLLER TBE LOCK ENGAGES UNTO VERTICAL m DN BOTH SIRES D/S' MRT �� OPTIOWHL VENT UETAl i T TLE%. O 1 SAGEMENT (SNAP LATCH, 13R LOCK R UPTIM01) ATTACH V/M V4' x LAG SECTION A—A (SIDE MEWL I B IUM>olECUo I � I- ,LT.S LARGE MISSLE IMPACT RESISTANT BDTTDN BRAIXET 13 GA. ATTACHED WAM 1/4• X 3/4' }Ip CxlBIOi HffJ LEAD SCREWS TYPICAL BOTTOM BRACKET 4 &TS. 9 FX ? f7o�'�S D TO CE s � HutH I 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 JAMS 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 & DOOR AND HARDWARE WILL BE DESIGNED, MANUFACAIRED AND INSTALLED VITH STANDARDS AS SET FORTH BY OASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED. W/ BAKED ON POLYESTER FINISH & DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R -TRUSS PER SECTWN S. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSTRED PROFESSIONAL ENGINEER FOR VM LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. & THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL. BE CUP FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PA® BY THE MANUFACTURER IVERY 3 MONTHS, 4 TWO A YEAR, THE MANUFACTURER SHALL MAR TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACTUM. AND A NOTARIZED STATEMENT 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 ENBEDNaIT) GOR, USE FASTENERS FOR HM" r!K C-A ■LAGS AND BDTi1 PROV10,PREPARATION HERS�'mTE - -RUCTURE4' MINB INTERIM OF GARAGE MAx WIDTH 0'o' DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 -271.4 LBS/FT 2V O.C. Q L2' EMBEDFIE-0';�R THEN 24. O.C. (2 EMIT 3/4' 1 S ENDS THEN 18' D.C. Q I/4' E 6' FRtIIT ENDS THEN 24' (LC. Q MS, USE PAIRS OF FASTENERS V4' MMINTDM SURFACE (ROUTED STRUCTURE } 4' PI1CiD1H.TRCV� mmaplyly«,Tlsor�TFMoTil4 HY Pra>tuelf3�ld TABLE I TABLE 2 TABLE 4 DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS secuon Center Sfile Location (mm from Left Edge) HEIGHT SECTION CONFIGURATION} TOP HEIGHT Btm #2 #3 #4 #6 #6 #7 #8 - Awwiwp�" 1st —Arnm t5 t, Li E_ Aootrlo On) on) ftl-16-ft . 51/2 , -1 W 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 3r 5W 76117 vo IZ 6" 21" 18" 18" IW 18- 18" 18' 21-1 Bead 24.= 5 I12' 16" W 52" 7OW" 88 1/2" Av �gz Ir 2 Long 24.600 49.000 73.500 �71W q -5_w, :7777,77.7- 11'6" 21" 21" 21" 180 19' 18" 21" T___ 1/2" 13" -3r --4W- 67" W 1001!2 V2 Bead 25.125 49.0W 72.875 P� 19 5 1/2' 1W 3r 5T 76' W 1121/2" 10'6" 21" 21" 21" 21" 21" 21" lr,4 Long 25.000 60.000 75.0W 1 7 �n 7 24. 5 5 88 94 WA Bead 25.W6 50.000 74.376 m a a AM" 1w, j, -MMEMEME 11, 6 I/Z-1 IF w 52" 7W 88" IW 1241/2" 9'6" 21" 18" 18" 18" 18" 21" 9,61 Long 25.600 51.000 7&6M 916 Bead 26.125 61.000 75.975 Am AMA .. V ­.T WIMEEK IZ 51/2" 16" 3r 58" 77 100" 116] 136112" 8'6" 21" 210 21" 18.1 21" . . . . . . . . . . . jg 98 26.000 52 -CM 78.OM W_ I Long IT 51/2" 16" 3r 58" 7ir w. T 1W3' 148112- 18" 181, 18" 181161* Vt8 Bead 26.M5 W-000 77.375 V10 Long 26.6W 63.0m 79.600 5 I/Z, 1w 137-1 5r 179- IOT 121- 142- 160 1/2- mB_W_ M?NVW o4ow -pan 910 Bead Z7.125 63.000 78.975 TABLE 3 F9400M—� 9 0 1 Long 27.00D 54.000 81.000 DOOR TRACK ATTACHMENT ISPLICE 9 0 1 Bead 27.M5 M.W0 8MNS HEIGHT A B C D mmkmn! mArm _u_ T Y 14" 2r' 38" 46' 59' W 76!' "Ills 777- FK A ............. wl 8 IGUMIOMMO Itolc/o I- 68!' 8' 311 14!1, 2r, W 4611, 56!1 : 78" CMGN LOADE •9 11 3" 14' 2r' 38" 49' 56" 69' 79' " 1 oll +51.1 PW PW A 57 3 affw 7.7-5 75,T+ 75, , W 7 F W 7 W 188 W. =� t�e 04 wz W 3" 14' 2T' 39' 46' 1 56' 68" M W' 100" W 4eo� Aok KOM' 1 f W 14!' 2r' 38" 49' 56" 68" 78" 89' 100" 110" 1M' REMANM ........ 6 1` . . . . . . . . . . . . . . . . . . . . . . 51% 12' 3" 14!' 27' 38" 49' 56" 68" 78" 88" 100" 1W 122" 136" Vgw 13! W - 14" 27" 38" 46' 56" 69' N' 88" 1001, 114" 122" 134t! 149' tee OWM= CMW VMS= -&AOL t= 2M WVWJRARRA= 41621,14 - MODEL M 901TAGN (94 GA) 1000, 2000 pmmwvt*� MODEL (24 GA)10A 2000 D Oa 41W lArAW PAYUM ORORT. 14! W 14!' 27" 38" 49' 56" 68!' '778". 8" 88" 100" IW' 122" !134 160" SEI NNW cul DE 04% 1 mmm vm a I anoor IN -W-180-21 ALL TRACK ATTACHMENT SPACING +/- 2- ALLOWED VATH SYP OR SPF NO. 2 OR BET I SE 3 OF 3 eastired 0 72.000