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WS-15-1644 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238172 Permit Number: WS-7-15-1644 Scheduled Inspection Date: August 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: TURNER,ARI LYNN Work Classification: Garage Door Job Address:90 NE 96 Street Miami Shores, FL 33138- Phone Number (305)758-1772 Parcel Number 1132060130600 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 Building Department Comments REPLACE 1 EXISTING 16 X 7 GARAGE DOOR. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 04, 2015 For Inspections please call: (305)762-4949 Page 10 of 29 3 Permit �y�J KaS i; Miami Shores Village P!& t1~7j +e �tE3� I♦1L1t1(@!i 10050 N.E.2nd Avenue NE Cli�st Iota G- 9e Door m .i Miami Shores,FL 33138-0000 — -a P��it�cs: irttJWED SBH ® ,. Phone: (305)795-2204 �ZORtDp` aata71712t11 Expiration: 010312016 ... ". Project Address Parcel Number Applicant 90 NE 96 Street 1132060 0130600 Miami Shores, FL 33138- Block: Lot: ARI LYNN TURNER A �1-1 1-�'— .j Owner Information Address Phone cell ARI LYNN TURNER 90 NE 96 Street (305)758-1772 �� �� , MIAMI SHROES FL 33138- Contractor(s) Phone Cell Phone I"" Valuation: $ 1,206.00 ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 E I Total Sq Feet: 112 Type of Work:REPLACE 1 EXISTING 16 X 7 GARAGE DO Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-7-15-56186 DBPR Fee $2.00 07/07/2015 Check#:3187 $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 07/01/2015 Check#:3158 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 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 forggoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct4thorized a d zoning. Futh aut rize the bove-named contractor to do the work stated. MAI Tj WM12LAj July 07, 2015 Signature—Owner / Applicant / Contractor / Agent Date Building Department Copy July 07, 2015 1 Miami Shores e Villa g Building Department JUL ° ��� 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�1�--► s� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. E�j4UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 7 MECHANICAL ❑PUBLIC WORKS F-] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: CIL) /�I`� E t'��° S-r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 t 32 06, L, 13 ` Q U L L Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): /'A ' Ln n —I U rrw Phone#:"lib' Address: City: Iyk tam 1 16 t S State: Ft- Zip: 3.3) -JO Tenant/Lessee Name: _y 1-!A Phone#: Email: CONTRACTOR:Company Name:r id boot's n� V L . L. I C Phone#: �(`��l-�J y Z Address: City: State: ( zip: 2-")0 06 Qualifier Name: LOANS 'Q .(,lll r Phone#: Cjf)+ CIC12 �5 '), State Certification or Registration#: SC Q5 t 37 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �-��� L�� Square/Linear Footage of Work: 1 2— Type of Work: ❑ Addition l ❑ppAlteration ❑{ New {{ Repair/ eplaclI ❑ Demolition Description of Work: C' )J 1��t�L 1, (� k S (� � V1 (� t I t�l 1 6k.0 Aw Specify color of color thru tile: �\ Submittal Fee$ ��" Permit Fee$ U CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ':kG 20 (Revised02/24/2014) • r Bonding Company's Name(if applicable) j Bonding Company's Address _ City State L n 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$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. 7 Signature C---- Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 22 day of w 20 If by 2-2 day of 20 _, by -An Lam �t�r tyK ,who is personally known to on isKCrn 1�,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: % Pri eal: f 51 t iq'-Z eal: ! — ei = Y Ir,fi 16t. "E� ° f div !F 1� ?r9 **************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) � l ® ACG>Rt7► CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 2/27/2015 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 CONTACT NAME: Risk Management Underwriters, Inc. PHONE928-4700 a/c Ne 1420 Kensington Road E-MAIL - Suite 114 ADDRESS: Oak Brook IL 60523 INSURERS AFFORDING COVERAGE NAIC# INSURER A:TeChnology Insurance Co 42376 INSURED 1227 INSURERB.WeSCO Insurance11 Allied Doors South Florida, LLC INSURERC: 4224 West Henderson Blvd INSURER D: Tampa, FL 33629 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:2073679359 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. ILLICY EXP TR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM DDYIYYYY MEFF M/DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMACOMMERCIAL GENERAL LIABILITY PREM E T RENTED PREMISES Ea occurrence $ CLAIMS-MADE D OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 17 POLICY PRO- JECT RO LOC $ AUTOMOBILE LIABILITY UUM Ea a= $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE HIRED AUTOS NON-OWNED $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION N T VC3468545 /1/2015 /1/2016 X WC STATU- OTH- B AND EMPLOYERS'LIABILITY YIN WWC3468545 /1/2015 /1/2016 TQRY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Location Coverage Period: 3/1/2015-3/1/2016 Coverage is provided for only those employees leased to but not subcontractors of: ALLIED DOORS SOUTH FLORIDA, INC 151 SW 5TH COURT,POMPANO BEACH,FL,33060-Client#63594 CERTIFICATE HOLDER CANCELLATION 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 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ALLIE-2 OP ID: KG ,a►CURD CERTIFICATE OF LIABILITY INSURANCE DA0812512014Y) 08/25/2014 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 Jag Insurance Group NAME: Douglas Jones 2151 LeJeune Road,Suite 308 aCNNo Ext): a No Coral Gables,FL 33134 E-MAIL Douglas Jones ADDRESS:Djones@jaginsgroup.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:COLONY INSURANCE CO. INSURED Allied Doors South Florida LLC INSURER B: 151 SW 5th Court Pompano Beach, FL 33060 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. INSRPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YY Y MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED CLAIMS-MADE Al OCCUR X 103GL0000726-01 08/30/2014 08/30/2015 PREMISES Ea occurrence $ 100,00 X $29500 BI PD Ded MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY 71PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident — UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 3,000,00 A X EXCESS LIAB CLAIMS-MADE XS169667 08/30/2014 08/30/2015 AGGREGATE $ 3,000,00 DED RETENTION$ I $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? �NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additlonal Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDED IS LISTED AS ADDITIONAL INSURED. State of FL Dept. of Business Contractor!C2% License #CBC033137 Garage Doors and openers installation CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ATTN: BLDG&ZONING DEPT. 10050 NE 2ND AVENUE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 "QonWM 14 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 SW 5TH CT POMPANO BEACH FL 33060 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 STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CBC033137 ISSUED: 07/30/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you Can find more information CERTIFIED BUJIl Q!.NG CONTRACTOR about our divisions and the regulations that impact you,subscribe ROMANELLI,0ENNIS0 to department newsletters and learn more about the Department's ALLIED DOORS SOUTH'FLORIDA,LLC 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, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! ExpwaW date:AUG 3+,2016 L140730000150 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC033137 The BUILDING CONTRACTOR Named below IS CERTIFIED WX Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 • � 0 ROMANELLI.DENNIS M _;, ` + ALLIED DOORS SOUTH FLt0i6 , LLC 151 SW 5TH Cl POMPANO BEACH - FL 33060 ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW SEo# L1407300001569 f I� BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: Receipt�I #-'180-158861 CONTRACTOR (BUILDI ALLIED DOORS SOUTH FLORIDA LLC y CONTR) Business Name: Business Type: Id I Owner Name:DENNIS M ROMANELLI Business Opened:l0/01/1993 r' Business Location:151 SW 5 CT State/County/Cert/Reg:CBC033137 �F{I POMPANO BEACH Exemption Code: H° Business Phone:954-942-855-2 k.-; fn Rooms ssats Em yeeW, locMnes Professionals 10 rb; For Vending Business Only Ik Number of Machines: Vending Type: `I Tax Amount Transfer Fee , tiE" "r, ;;Collection Cost Total Paid 27.00 0.00 0.00 0.66 .CIb 0.00 27.00 4" THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the j business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ALLIED DOORS SOUTH FLORIDA LLC Receipt #1CP-13-00012167 151 SW 5 CT Paid 08/14/2014 27.00 POMPANO BEACH, FL 33060 {' 2014 . 2015 I rc- gK uveY N - • • • • • • • • • i ` �,�, F jp- Nt 'L Y4Qarr www0000 GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C EXPOSURE C EXPOSURE Q EXPOSURE D Mean Design Pressure Mean Design Pressure Mean Design Pressure Mean Design Pressure Door Door Roof Door Door Roof Door Door Roof boor Door Roof Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Ne ative Width Height Height Positive Negative Width Height Height Positive Negative 8 7 35.6 44.7 8 8 35.2 44.0 8 7 43.2 54.2 8 8 42:7 53.4 Emim ONTO 9 8 34.9 43.4 9 7 42.8 53.5 9 8 42.4 52.6 16 7 33.8 41.0 16 8 15 33.4 -40.4 16 7 15 41.Oar 49.8 16 8 15 40.6 49.0 011110 18 8 33.1 -39.7 18 7 40.6' -49.1 18 8 40.2 -48.2 8 7 36.1 45.3 8 8 35.7 -44.6 8 7 r'' 43.7> -54.8 8' 8 43.2; -54.0- 9 7 35.7 -44.6 9 8 35.4 -43.9 9 7 43.3' -54.1 9 8 42.8 -53.2 16 7 16 34.2 -41.6 16 8 16 33.9 -40.9 16 7 16 41.4"r -50.4 16 8 16 41.0 -49.5 18 7 33.9 41.0 18 8 33.6 -40.3 18 7 41.1' -49.6 18 8 40.6 -48,8 8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 -55.4 8 8 •"AI 54.5< 9 7 17 36.2 -45.2 9 8 17 35.8 -44.5 9 7 17 43.7 -54.6 17• -53.8* •••• 16 7 34.7 42.1 16 8 34.3 41.4 16 7 41.9 -50.9 ♦6 • 8• 41.4 50.1 • 18 7 34.3 41.5 18 8 34.0 40.8 18 7 41.5 50,7 1 8 41,11 • 49.3'a •• 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 460 0460 44. -55.1 •••• 9 7 36.6 -45.8 9 8 36.3 -45.0 9 7 44.2 -55.2 $• •r8• 417 -54.30 • 16 7 18 35.1 -42.7 16 8 18 34.7 -41.9 16 7 18 ''42.3 -51.4 16 18 4 50.6= •••• • 18 7 34.8 -42.0 18 8 34.4 -41.3 18 "7 41.9 -50.7 38 8• 41.5• -49.8 8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 56.5 8 -5516 •0 0 9 7 37.1 -46.3 9 8 36.7 -45.6 9 7 44.6 -55.7 6• ♦$• 44.10';1 -54,8• ••• 16 7 19 35.5 -43.1 16 8 19 35.1 -42.4 16 7 19 42.7 -51:9 19 51.0 •••• 18 7 35.2 -42.5 18 8 34.8 -41.8 18 ' 7 42.3 -51;1 18 8 41.9 -50.3 • 8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 -57.0 4 :9 -56.1 •• 9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 -56.2 d 8• 44.1: 55.3• •••• 16 7 20 35.9 -43.6 16 8 20 35.5 -42.9 16 7 20 43.1 -52.4'" L6 $ 29 2. -51.5• 0 18 7 35.5 -43.0 18 8 35.2 -42.2 18 1 7 42.7 -51.6 'a 118 1•8• 42,.2. -50.7• •••• 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 8 45%3' -56.6 • 9 7 37.8 -47.3 9 8 37.5 -46.5 9 7 45.4' -56.7 9 8 9 -55.8 16 7 21 36.2 -44.1 16 8 21 35.9 -43.3 16 7 21 43.4 -52.8 16 8 21 43.0'>s 51.9 18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52.0 18 8 42.6'>s -51.1 8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9 8 8 45.7 -57.0 9 7 22 38.2 -47.7 9 8 22 37.8 -47.0 9 7' 22 45.7'11 -57.1 r 9 8 22 45.3 -56.2 16 7 36.6 -44.5 16 8 36.2 -43.7 16 7 43.8 -53.3 '- 16 8 43.3 -52.3 18 71 36.3 -43.8 18 8 35.9 -43.1 18 1 7 43.4 -52.5 18 8 42.9 -51.6 8 7 38.9 -48.9 8 8 38.5 1 -48.1 8 7 46.5 -58.4 8 8 46.0 -57.5'a 9 7 38.6 48.2 9 8 38.2 -47.4 9 7, 46.1 -57.6 9 8 45.6 -56.7 16 7 23 36.9 -44.9 16 8 23 36.6 -44.2 16 7 23 44.1 -53.7 16 8 23 43.7 -52.8 18 7 36.6 -44.2 18 8 36.2 -43.5 18 7 43.7, 5-52.9 18 8 43.3 52.0' 8 7 39.3 49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 46.4 -57.9 9 7 24 38.9 -48.6 9 8 24 38.5 -47.9 9 7 24 46.4 -58.0 9 8 24 46.0 -57.1 16 7 37.3 45.3 16 8 36.9 -44.6 16 7 44.5 -54.1 16 8 44.0 -53.1 18 1 36.9 1 -44.6 18 8 1 1 36.6 -43.9 18 7 44.1 1 -53.3 18 8 43.6 -52.3 8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47.2 -59.2 8 8 46.7 58.3, 9 7 39.3 -49.0 9 8 38.9 48.3 9 7 46.8 -58,4 9 8 46.3 -57.5 16 7 25 37.6 -45.7 16 8 25 37.2 44.9 16 7 25 44.8 -54.4' 16 8 25 44.353.5 18 7 37.3 -45.0 18 8 36.9 1 -44.3 18 a,1 7 1 44.4 -53.6 18 1 8 1 43.9 -52.7 Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Low-Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD)design pressures shown. 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II,residential application. 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. .O 5) Most garage door openings will not be located completely in zone 5. Therefore individual "••""'`'•�+♦ v calculations will result in lower pressures. 00 ••" �t '.� 6) For mean roof heights less than 15',use 15'pressures. o N *` + �('� '.� p z 7) This Table is only to be used in conjunction with Amarr Garage Doors. 011 « .`♦`"C�•��'�•�,"'7ia ; CS �LL t T = ami a N o_48579 Z6 6 165 Carriage Court•Winston-Salem.North Carolina 27105 a a Phone(336)744-5100•Fax(336)744-5815 o i o ,eiww.amarr.com v. l ' ` >> E 2 i STATE O a .a 1 E 2 `mow N l7 FL a MIAMbDADE MIAMI-DADE COUNTY ME 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) w)m.miamidadc.¢ov/economy 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 to tl�e'gccepted mariner, the'•••;• manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspenellhl use of • such product or material within their jurisdiction. RER reserves the right to revoke this actelnitee, if it is detetmined�••••• by Miami-Dade County Product Control Section that this product or material fails to meMfhe'requirements of the;•••• applicable building code. 00000" *••••• 0 • This product is approved as described herein,and has been designed to comply with the FlorioVBdilding Cdtl , • '•;••• m . ..... clu m ...... . g the High Velocity Hurricane Zone. � �....• " 00 09 DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sect�o42-carage Door up to • • 16'-0" Wide(DP+45.8,-49.3 PSI) ;••• • APPROVAL DOCUMENT:Drawing N IRC-9516-169-26, led"Mode1950 Hia 48gQ&Model.W Oak;••••; Summit,(24 GA) 1000,2000, Short,Long, us mit panels",sheets lthrough 3 oM&t4d 03/14/2003,with revision C dated 02/04/2013,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 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#12-0228.14 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. OA o 13-0503.08 MIAMI•DADE COUNTY Expiration Date: ep em , F�o ' Approval Date:August 8,2013 $ PO 3 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.IRC-9516-169-26,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 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM BI 17,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. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-940••• 2)Large Missile Impact Test per FBC,TAS 201-94 ; .•• •••' 9009 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 �' • 5)Forced Entry Resistance Test per FBC,TAS 202-04::: along with marked-up drawings and installation diagram of 9'x 7' 249gAitetl gara'gp,44er .....• Model 950,prepared by American Test Lab,Inc.,Test Report No.ATL,N"0205.01-13R, ..:..' dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Jokmsoit,P.E. :0*0*• •••••• 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBq+,JS:�02-94 • • 2)Large Missile Impact Test per FBC,TAS 201-94 • 0 ;...;. 9090'• 3)Cyclic Wind Pressure Loading per FBC,TAS 203:94.'. :....: along with marked-up drawings and installation diagram of 9'x 7' 24 ga Mode1950b V;ritage• 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#08-0718.03" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L. Slielmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.03" 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 t 201�FBC d no financial interest issued by Structural Solutions,PA.,dated 04/1 1/21777747gwWand sealed by Tornas . Shelmerdine,P.E. ,c 14A // rt? Carlos M.Utre/rn,P.E. Product Control Examiner NOA No 13-0503.08 Expiration Date: September 4,2018 Approval Date:August 8,2013 E-1 2'10 BALL 7'16 GA END CAP BEHIND STEEL HURRICANE 14GA DURASAFE TOP FIXTURES ROLLER V/5'MIN STEN ® CENTER HINGE ATTACHED V/(4) S x 3/4• 3 W D FLAG BRACKET ATTACHED TO WOO HEX MEADD SCREVS JAM 2'THIL l2 GA COMMERCIAL V//(3)5/16 DIA X 1-5/8'LAG BOLTS AND TO ADJUSTABLE ROLLER CARRIER OP FIXTURE ATTACHED V/ TRACK V/(4)1/4'-20 x 3/0 TRACK SPLICE ATTACNED V/(2)V4'x 1/2' ZSCREW4)I/4'x3/4'HEX HEAD BOLTS AND NUTS 12 GA GAL V.COMERLIAL BOLT 6 NUT PER BRACKET 7.16 GA END CAP BEHIND .: SADJUTTAAE Al➢E TOPROLLER BRACKET . TDP AND BOTTOM FIXTURES - RACKET ATTACNED V/(2) ATTACNED V/(A 1/4'x 31/2'1BGAR-TRUSSATTACNED /1'x 1/2'BOLT AND NUTS 3//•HEX HEAD SCREWS V/(2)1/4•x 3/4' PER BRACKET HEX HEAD SCREWS AT •• - EACH CENTER STILE 24 CA MIN O(TERIOR SIGN SPLICE TRACKS AT THIS LOCATION TYPICAL TOP FIXTURES q ® w/BAKEO ON Pd.YESIER HI SH W/(4)t 4•-20 TRACK SPLICE BOLTS 8 NUTS N.T.S. 1 SECURE�O JAMB HTH(3)5/10'DIA x I-5/0' SEE(TABLE 2)ON PAGE 3 FOR 5 ER TYPICAL OUR CENTHINGE S UC BOLTS RECOMMENDED SECTION CONFIGURATIO7 ( z SPLICE) A 5/16'O L LA0 BOLT ATTACH TO JAMB AT EA JAMB BRACKET O>R-TRUSS STILPER SECTION LOCA STIFFENERS(7) 12 CA QALY.STEEL 1 T LOCATED E HINGE IIOLE(S) G JAM8 ED W/( CTOP) ON TOP SECTION ONLY (7 ATTACHED M/(1)1/4-20 TRACK SPLICE BOLT&NUT NOES FOR STRUT '3 ATTACHMENT IF STRUT F I E IS REOIURED) THROUGH I E 0. D 6 I 4 Q o c B 0 C TYPICAL STILE STIFFENER( \ EE(TABLE 3)ON PAGE 3 FOR JANE BRACKET SPACING A B H.T.& '� 5 1/2•N X 18 GA, (3'R-TRUSS) TRACK CONFIGURATION FOR e'8'UP TO 14'TALL DOORS GALV.STEEL R-TRUSS ATTACHED V/(4)1/4'x 3/4'HEX NEAR REFER TO TA712 4 ON PAGE 3 TEE(TABLE 0 ON PAGE 3 SCREWS 1AT /EACH END STILE FOR STILE PLACEMENTS FOR STRUT SPACING AND x 3/E HEI(STPD SCREWWSS AAT T EACH CENTER STILE 16'-0'MAX 43 14GA DIMASAFE ROLLER INSIDE ELEVATION (2)3'21-STRUTS CARRIERS ATTACHED TO It-TRUSS N.T.S. ATTACHED W V/(2)1/4•x3/4'HEX l4 GA OIRASAFE (IE%1HEA➢SCREWS HEAD SCREWS PER CARRIER END N1NGE ATTACFED AT END AND CENTER V/C2)1/4•x 3/4' STILES 14Y BDN OF mma DATE BY 2'10 BALL STEEL HEX HEAD SCREWS CONT.STEEL RETAINER A MtRM1fN ABTB EBC iQfl l06&FG3 Alm OI/II/DI 5%D HURRICANE ROLLER TWO(2)R17VS OF V/BOTTOM SEAL V/9'STEM 14GA DURASAFE THREE(3)VENTS B IWLID AEBCZ811 10/Ilnl DRC ROLLER CARRIERS ATTACHED EQUALS I5 SO.INCHES TO ENO STILE V/(3)1/4'z 3/4' s' HEX HEAD SCREWS PER CARRIER f— `;ECT10N A—A (SIDE VIEWI C /®SHIIWBOIIO19L101 IA/01/13 RR O T N.T.S. II MAX SIZE IIIIIIlIFf1d Plo"UC MUD 1S'x 14' \\\\\ ill AIDE LOCK ENGAGES INTO VERTICAL ��� `.TPi'!,, � TRACK(Bl BOTH SIDES 3/8'MIN _ tla0Dy1)/Hlt DESI(YI LOAD � •••E'••.. , s v241%to W (s, ENGAGEMENT(SNAP LATCH,DR LOCK OPTIONAL VENT DETAIL 11•RiY)/p� �,• 0 08 +43.8 PSF $$$ ,��, \G MS 0 ¢ BAR OPTIONAL)ATTACH W/(2)1/4'x L ACOBPTtlOB n -49.3 PSF j4 .m��� •e' .Oc20 R-1RUSS)ATTACHED V/(O 3/4'HEX HEAD SCREWS 6 s mh: � 00485579 E 1/4'X 3/4'HEK HEAD "d SCREVS TYPICAL OlAOASAFE END HINGEBy / j 1 ��H P.. f,: ,•1 =S 2 0 nSTATE Y ,y 141 _If STATEOF m S MOULDING : �/. 31 W/FLEXIBLE TEAL 20 G0.GALV.STEEL ENO STILE 3/16'z 13/8'LAG LARGE MISSLE '� •�/(, Q. am C li 3 3/4'MIN (SUPPUEO BY INSTALLER) ATTACHED WITHDOOR7)TOGIN L-OC JAM BRACKET 7'16 GA END CM BENIND IMPACT ,@ �I�lC 0 A T,0. 'E SIDEROOH (` TOP AND BOTTOM FIXTURES RESISTANCE 9 ` G <7)20 GA CENTER STATS TOG- THE A7 BOTTOM RaR ,,I`••Q AL O: 3'POW STRUT °j S/••...... \\ ATTACHED WITH(2) ATTACHED V/ •• ••• • • • • €o r Ij�1111►t1\ aq TOG-L-LOC AT TME TOP AND\ (1)7/10'OA (2)1/4•X 3/4• F�'G E MISSILE I-L BOTTOM RAIL AHD ADHESIVE BOLT RETANIFR HE%HEAD SCREVS • • • • • x+ TO INTERIOR FACE PER ROLLER AT END AND CENTER • •• • • • STILES •• •; • • ; :IMPA�.T RESISTANT ��y��y`/�'ar%/yam lfA CARRIAGE COURT VINSTON-SALEM.MC. 27103 WVA4ARR.001 2.10 BALL BOTTOM BRACKET MODIL 900 RIWAGE(24 GA) 1000,2000 2'CALM.STEEL TRACK STEEL HURRICANE 13 GA THICK ATTACHED MODEL 6 66 OAK SUMIOT(24 GA) IODO,2000 TRACK THICKNESS.083 LER V/3'MIN STEM •• V/(3)Yy Y 3/4'• • • SHORT.IANG,FLUBB,AND OAK SUNMIT PANELS 1)1/4-20 x 518-TRACK 5 1/E'H X 18 GA.(3' CONI.VERTICAL JAMB .E • IE%)E D•4 EVS • • • • SPLICE BOLT AND NUT PER R-TRUSS) SOUTHERN YELLOW I • • • • • 9ff MAW BY R) DAZE MAIM I MAIM MOM JAMB BRACKET (NO.2 OR BETTER) TYPICAL BOTTOM BR�OICET • • • • • • • IRC-9516-169-26 TRACK MOUNTING DETAIL x.T.s. • �• • • • • • • B (IEO®BY AAE DATE D/11/OS N.Ls, • • • f•• • STET 1 OF 3 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: +366.4 LBS/FT & -394.4 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.(.0216)MIN.EXTERIOR SKIN ROLLED FORMED, W/BAKED ON POLYESTER FINISH INTERIOR OF GARAGE 5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)5 1/2'R-TRUSS PER SECTION k(2) 3'26GA STRUTS AT BOTTOM SECTION — MAX.WIDTH 16'0- S. DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS DESIGN LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS +366.4 LBS/FT SEE NOTE 2 B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING -394.4 LBS/FT 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 TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS.4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION PROPU(TA6VUw FACILITIES. AND A NOTARIZED STATEMENT FROM THE mcmqtft vdadw"wide MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF EAd1AIa•(ORd. 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR AcoWtabot N. 0,O DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. g .... 8)r mal Fft Pn•OIIpC:4•IY BEY OESOtPIDN OF BE8308 DAIS BY WOOD JAMB ATTACHMENT TO STRUCTURE A AEIEi4110l U?OWIBCMm R68Fo1/(IID 06n1101 sal B UDMID10FWMO 1o/M/I OBC C ImSF(B70®IIOIsm 02104/13 BIR P X 6 VERTICAL IAMB ATTACNNfNT TO 2000 PSI CONCRETE22 HILTI KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C,(2 1/2'EMBEDMENT) MAX x114• P'- �pI/IIp4n HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6-FROM ENDS THEN 12'D.C.Q 1/4'EMBEDMENT) DESIGN LOAD x �p5 L SHF(�yj�9se '`_ ITW/RAMSET REOV#AD CTRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 22'O.C.(2 1/2'EMBEDMENT) 3333ffff , +45.8 PSF °m°,�P.•�G E N S (3'APART)AT 8'OC.CI 1/2'EMBEDMENT) -48.3 PSF HILTI 1/4'X 2-3/4'KWIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF a w�a +�� FASTENERS(3'APART)AT 8'OF U 1/4'EMBEDMENT) cs �'t "A* 2 X 6 VERTICAL 1AHH ATTACHMENT TO GROUTED MCA' (2000 PSI GRDDT) .LLT-,6 SLEEVE ANCHOR 3/e'X 2-3/4'STARTING 6'FROM ENDS THEN 14.O.C.(1 1/4' 7 EMBEDMENT)(OR,USE FASTENERS FOR HOLLOV C-90 BLOCK) �1"r $TATE OF �♦ _ �_ > 8 LARGE MISSLE$�,- :LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, IMPACT JC �a¢n�'•,T� QP,'�l�°� C j RESISTANCE 199 �. �jt�sj O R\ (7,°° 23 x :PREPARATION DF VOOD JAMBS BY I �°no`s/DNA\- �`p rn•2 p WOOD • COC E • D W LOF•IC • GROUTED BLOC € �TFIF3I IIIIIT`` k STRUCTURE STRUC RE TR1CTl E STRUCTURE �''�'' •� 2 V I 1 165 CARRIAGE CART VINSTON-SALEM,N 21105 VW+VNRR.COI MODEL 950 1/2'MIN • T -3/R'MIN ••• 1/2'NIN MODEL, 55 OAK D9H,11TAND24 AKA910010,UMMET 000 GS(24 CA) LODO,2000 ul 2 3'MIN AVAILABLE TRACK CON ATIONS • • • • • • • � DRAW BY DU DAR 2)b3 DMWBOUW N.T.S. •• • • • • • • • • • B oD ofcBY AAE DATE ol/14/03IRC-9516-169-26 • •• •• • • • • • ••• • • • ••• • IEET 2 IF 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 TABLE 4 TABLE 2 DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION s«610 Ca1Bf 3tneL-Ni DOOR SECTION HEIGHTS HEIGHT CONFIGURATION TOP pt Y� 1A10�uA°'" LMEy> vmm� ,et zsI aro 1N 501 6s, 7N HEIGHT Btm #12 #3 !!4 #5 #J6 #7 �J$ (10 0, ON NO M) on) on) 8n) A B C D E F G H I T 100 Shoal 26.2iS 48AW 71.501 94.782 p m lana 30.00°68. 14,:0 21 21', 21':'1. '21" 21, 21" 21 " 21"; "_. , 30.026°0.000 03.376783 6 13 S' 21" 21' 21" 21" 21" 19-119- 21" T 41/2" 7" 171/2" 381/2" 591/2" 76112 azo � 17.25048.812 n� 94.376 8.750 - -- a Seed 48313 72.009&688 it&375 21°; •,." - - .:. 172 &tod 26.277 79-&-M 73.00 88]84 119.728 8' 41/2" 7" 17 1/2" 35 1/2" 53 1/2" 71 1/2" 881/2" 172 lap 27•'6°50.084 95., 17 6 21" 18" 18 18" 18' 18 18" 21" �p7 12.2 26-126 49.M 73.000 98.938 120.875 12!:N' 21"� 21" 21".: 171!2'1:381!x."'59.112 .71/2 _ 94;1/2" 174 Sint 27.27260.83° 73.000 97.3% 120.726 9' 41/2" 7" 14 1/2" 32 1/2" 50 1/211168 1/2" 86 1/2" 1001/2" 124 9efd 78-68 61. 7. 118 „ 11'6' 21" 21" 21"119' 18 18" 21' 11.8,3 74.°0° 98.,86 122375 12.8 hod 28.3/0 68°70 78000 123.860 ._I_.__.. _.._. '9':6 4;1/2" 7 17 1/2!' 35 1/2" 531/2" 7 8 1 1 112 9112' 106 /2° +2 8 x7.3m s.no 7s. , :11'0 ' 21 18' "1$" 21' 17:8 28.126 50.563 76.000 99.439 u23,8% - 10' 41/2 7' 171/2" 381/2" 591/2" 771/2" 951/2" 1121/2" re9W 27.340 61.670 76.000 100 +24.660 10'5 21' 21 21" 21 21' 1 21 0,6 4 1/2 7' 17,1!2"381/2" 591/2" 80 1/2'!101 1/2 118,1/2 128 x6625 61.313 ie oo 10.688 125375 10::0 �- - --- 11 4112 7' 17 1/2" 35 1!2" 53 1/2" 71 1/2 17.10 Shoe 27.500 52.150 77.000 101.760 128600 89 112" 1071/2' 1241/2" 17:,0 x9.200 saIOD 77. .900 124 98 21", 18!' 18" 18 18' 21 qd ., x.083 77.000 101.938 126,875 '-- I -- 38.1/2" 59'7/2" 771/2•• 95`1/2", 1131/2' " 130;1/2" ,7010 SW 2600053.000 7600 +03.000126000 12 41/2", 7' 171/2" 38112" 591/2" 801/2" 101 1/2" 1191/2" 1361/2" -�- - ! . 41 7` : 17112 35.1/2 531!2.71.1/2: 89112 107..1/2!' 1251/2:142':1/2". x 2s:aoo6+• 000 ,3.030 129•a0 8'6 21" 21 21" 18 21" 13 41/2 7' 171/2"138 1/2" 591!2" 771/2' 951/2 1131/2" 131 1/2" 148112" 172 Bead 2812553.583 79.000 t 12667.5 :4 80.000 1 80 131.200 13'6' 4172 7 17 1/2". 38,1/2":591/2" 80 1/2' 101`1l2'.119112" 137_:1/2',154'1/2 174 Lang 29.60054800 0.00 103.100 130.20 - 1 4 Beed 28825 54.30 50.00 105. 1 1.375 1 p 1 11 14' 41/2" 7" 17 112" 38 112" 59 1/2" 80 1/2" 101 1/2" 122 1/2" 143 1/2" 160 112"3 6 66. 000 ,0660,3x.20 21 178 30.600 55,904) 81.000 108,00 131.200 `` ---- 17.8 8®d 26125 55003 81.000 10. ,32875 1 A SMrt .000 107.600 133.200 17,8 _3,.250 66825 82.000 1.07.375 132.750 178 Beed 2682555.813 82.000 106 134.375 ;1 Shalt 7.163 52938 108.713 131.488 17;10 lap 31.340 57.170 53.00 108.830 34.880 TABLE 3 1710 a pd 30.125 56.563 83.000 135.875 1P- Shat 31.668 67.783 83.938 110.113 136268 DOOR TRACK ATTACHMENT SPLICE Ivo B`°"'e0 30.8251°57°a�135 94� 110375 134.70 18A DE97P0I1t OF AEl9GiS DAR 94 7 hod 81. ,1,.113 137.888 A ARIMAKNU8187I9QMMO58:R;SAM)06/0/08 901 HEIGHT A B C D E F G H I J K L M N S 14.2 L«p °9.,70 85.00 110.830,36.60 pQ 14•.2 Bead 31.,25560°3 85.000 I t 138.875 8 lFD®Af�zAD 10/18/11 IRC 14 1941 86.938 112.713 1 .486 ' c A®SROIDLDT sm 02/04p3 NR 14 Lap 34_34000.170 88.000 111.830 137.660 T 3" 14" 27 38" 46 56" 68" 76" 11`4 eem 3,:62558813 8600 .1 140.75 _ �s MAXSIZE oMljr2pmIll ':8 hod BB.WB ,140,3,11.08° �`- 11111111"1 Ica B`""9W 32:1558.168%1 $7.00 iliz.e 141.90 DESIGN LOADS �PS,�:SHfl �s��� 8 3' 14" 27 38 46 56" 68" 78 88 i1 a Lamp 2IM 321 41 e,z 1881603003 is 814 13 186 1.51..762.876 ' +45 8 PSF € $'6 3' 14 27 38' :46 56:' 'C8 78 88 94 14• 32825 375 -49.3 P ter.. yam,,g� SF 3 '6 B-d 88313 58000 =¢ i .:. ...- 9' 3" 14" 27" 38" 46"156"168" 78" 88" 100" 14 3368° 115.613 144.288 Ncr oae s 1f 10 23.90 45.60 67.30 S9.000 1,0.703 132.40 164.1001 9'6 14" 27 - 38" ;46' 56' 68", 78 88" 9811 106' +s 10 B..3. 33.125 61.083 09.00 116.9W 5 d 15.0 33.938 03. 117.938 145.1 '0 t-•` cc 10 3' 14 27 38 46 56 68' 78 88' 100 112 740 u'B00°8'H00 °&300 90008 "''700 171 400 165 10° LARGE MISSLE SES STATE OF W�Std 1 1 - 0 7 1 .. 16..2 Bead 334-.W 81.813 62.663 90.1 11821133 147.488 IMPACT "��C �N:� 10 6 3': 14 - 27 38 ::46 56: 68" 78 88 100 110 118'- s2 L 25830 a.e0 8330 91.30 {1z. 31.40 10.10 RESISTANCE s "w;A:'-O R% '`V�O� 2; ,52 .6 34.12582583 91.00 IISAX i PAOf741C1'R!!V19r>A �� �mj 4S'/ ••••••7.` 4% 3."7 11 3' 14" 27 38 46 56" 68" 78" 88" 100" 11011 124' 11 , , , e•-moy141ywi*do bid9 �� FL 4"f0NAI 19.6" 3": 14" 27 3$ 46' 56':[68" 78" 88" 100" 110" 120" _ 13011 se x3. aOOQ„ .760 159.1 Ts� � ISA Beed 33. 03. 1 X00 12 3" 14' 27' 38" 46' 56" 78 88" 100 110" 122" 136° afi short 8 1 6+62.664 �9h9• J?y� 47 138. 181.,00 "12 6" -3 14 27' 38" '46' .56" 78 88 100' 109:.' 122"-132 142" '6'6 .., +, - {9.8 Ghat .8 2 117.03 103.564 i PI'0•ItY 13' 3" 14" 27" 38" 46" 56" 78" 88" 100" 114" 122" 134" 148" '5`8 l 25.90°4680 1.3°0 9400 118 ' +0018x.'0 165 CA91IACE aur?1n8sT1N-SALEM,N.C. 10705 VVW* 1F01I 15'8 egad 25.026 48.017 71.009 91.00 118990 139. 162.97527' 38" 46" 56" 7$" 88":100" 109" 122" 134' 144 154" ' 7e,o shoo 2°.43°466x/ 71.8,2 96.00 118.188,47.376 181.5°1 MODLiL950 HERBAGE(PA OA) 3000,zoo° 15:10 L 262°1 49.187 72.064 95. 117.817 140.673 1°3760 MODA.066 OAK BUMMIT(E4 GA) 1000,x000 14' 3" 14" 27" 38" 46" 56" 78"188" 100" 114" 122" 134" 146 160" l5llW MV 7J'lE25 4 +,6m M.383 M. 5 SHORT,LONG,nuSH,AND OAK EOMNIT PANELS :0 7.900 0. 73: 00 1,8.70 184. � WAYN BY CL3 OAR 03/1218) WAY"mm ALL TRACK ATTACHMENT SPACING +/- 2"ALLOWED WITH SYP NO.2 OR BETTER ONLY B I GKC08Y A91 DAR 07/1410) IRC-9516-169-2G • • • • ••• • SIM 3 OF 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •