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WS-15-1645 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241396 Permit Number: WS-7-15-1645 Scheduled Inspection Date: August 17, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: FLEMING, JENNIFER Work Classification: Garage Door Job Address: 277 NE 97 Street Miami Shores, FL 33138-2403 Phone Number Parcel Number 1132060134280 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 Building Department Comments REPLACE 1 EXISTING GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238174. NO ANSWER vfl v Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 14, 2015 For Inspections please call: (305)762-4949 Page 22 of 33 i1,41 tPer ait Nd WS-7-15*' Miami Shores Village �(f,1W yj� �E)#'�ows/Shutters 10050 N.E.2nd Avenue NE z, I bik CI4safteaf on Urs Qoor Miami Shores,FL 33138-0000 �4E ` Phone: (305)795 2204 P�31 1t1>{,�I f OVED �co �1,A Expiration: 01/0312016 aassaa 1 � Project Address Parcel Number Applicant 277 NE 97 Street 1132.�.�.� _.��. �� ..._. ...�_�__..��.,.... _.. 060134280 JENNIFER FLEMING Miami Shores, FL 33138-2403 Block: Lot: Owner Information Address Phone Cell 1. - ti. W JENNIFER FLEMING 277 NE 97 Street MIAMI SHORES FL 33138-2403 277 NE 97 Street MIAMI SHORES FL 33138-2403 Contractor(s) Phone Cell Phone ' $ 739.00 Valuation: ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 3 Total Scl Feet: 56 Type of Work:REPLACE 1 EXISTING GARAGE DOOR 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 $0.60 Invoice# WS-7-15-56187 DBPR Fee $2.00 DCA Fee $2.00 07/01/2015 Check#:3158 $50.00 $74.60 Education Surcharge $0.20 07/07/2015 Check#:3187 $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this perrnt, 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 A FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct' a d zoning. er ore a the above-named contractor to do the work stated. July 07, 2015 uthorized Sig :Owner / Applicant / Contractor / Agent Date B Iding Department Copy July 07,2015 1 \� Miami Shores Village Building Department �u� olz » g p 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 20W N '4" BUILDING Master Permit No. W (S) S- I�Q�S PERMIT APPLICATION Sub Permit No. ©'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 27 7 NE U S+ sq8 City: Miami Shores County: Miami Dade Zip: 3JI3U Folio/Parcel#:I i— HNo-D 13.-24 Z 60 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: (' i Flood Zone: BFE: /; FFE: -7 OWNER:Name(FeeSimple Tiittlle�holder): .)>nr)lifff ,S • R CM I aQA Phone#:5o5 '7 7L tVtoc / Address: ZT 1 N� T ! It laryl1 S1t)res State: FL Zip: City: i /� Tenant/Lessee Name: N A Phone#: Email: or Sb' C �( v CONTRACTOR:Company Name: �I I It>d boys D1 Sb Q 1, L)_C Phone#: P6q g1_1z_ �� Address: � J w 5� t 22 City:� r b 'ach State: L Zip: 33000 Qualifier Name: I S //tt 2 Phone#: q54-q 2.15 State Certification or Registration WAe D J i) 37 Certificate of Competency#: DESIGNER:Architect/Engineer: / Phone#: Address: � City: State: Zip: / Value of Work for this Permit:$ !.�c oU Square/Linear Footage of Work: 15ZP Type of Work: ElAddition Elr e Alteration ❑ New p [Repaiplace ❑ Demolition Description of Work: e I CLC 1 S i I 0 �ct e Specify color of color thru tile: Submittal Fee$�� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ''1 O (Revised02/24/2014) Bonding Company's Name(if applicable) 1A Bonding Company's Address City State Zip _ Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$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. 1 Signature ASignature ZA�- J�na.,Li OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —(qday of { ��l�f� 20 1 _, by -2-3 day of J J! c' 20 (� by , �t wff S. i IeY)11r1�q,who is personally known r� � j1n15 fY��l(lel ti,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 P .- Sign: Sign: Pri Pr _ Seal: j — Seal: I N niv ,Il 1 �z : '1Y !G23C! 1 Y tl� w v 4 FF 10", hi g GtcL' C � APPROVED BY 17Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 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.myfioridalicense.com. There you can find more information CERTIFIED BUIL, INC CONTRACTOR about our divisions and the regulations that impact you,subscribe ROMANELLI,DI INII M to department newsletters and team 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! ExporaWn dwa nuc 31,2016 L14073OW01569 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 Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 • a a ROMANELLI, DENNIS M - ALLIED DOORS SOUTH FLORIDA. LLC Y 151 SW 5TH CT - POMPANO BEACH FL 33060 0: ISSUED, 0713012014 DISPLAY AS REQUIRED BY LAW SEC)u L1407300001569 , all BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 E VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 I DBA: Receipt#:GENERAL CONTRACTOR (BUILDI ALLIED DOORS SOUTH FLORIDA LLC yp CONTR) Business Name: Business,T e: Owner Name:DENNIS M ROMANELLI Business Opened:10/01/1993 Business Location: 151 SW 5 CT State/County/Cert/Reg:CBC033137 POMPANO BEACH Exemption Code: x Business Phone: 954-942-8s5$ Rooms Seats Em gyve► "ach(ines Professionals 10 For Vending Business Only Number of Machines: Vending Type C;j Tax Amount Transfer Fee I ;Collection Cost Total Paid ydr 27.00 0.00 0 00 0.0 UO 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS �i4 I 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 Gr 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 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. I Mailing Address: k" ALLIED DOORS SOUTH FLORIDA LLC Receipt #lCP-13-00012167 ii 151 SW 5 CT Paid 08/14/2014 27.00 POMPANO BEACH, FL 33060 II? t'' 2014 - 2015 �•� ALLIE-2 OP ID: KG ACORO DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 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 PHe Douglas Jones FAX 2151 LeJeune Road,Suite 308 A/C No Ext: A/C No): Coral Gables,FL 33134 E-MAIL ones a ns Douglas Jones ADDRESS:D � gigrou p•com INSURER(S)AFFORDING COVERAGE NAIC p INSURER A:COLONY INSURANCE CO. INSURED Allied Doors South Florida LLC INSURER B: 151 SW 5th Court INSURER C Pompano Beach,FL 33060 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DDMIYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE OCCUR X 103GL0000726-01 08/30/2014 08/30/2015 DAMAGE PREMISES Ea occurrence $ 100,00 X $2,500 BI PD Ded MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY D PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAR XJ OCCUR EACH OCCURRENCE $ 3,000,00 A X EXCESS LIAB CLAIMS-MADE XS169667 08/30/2014 08/30/2015 AGGREGATE $ 3,000,00 DED I RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (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,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDED IS LISTED AS ADDITIONAL INSURED. State of FL Dept. of Business Contractora6ars 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 AUTHORIZED REPRESENTATIVE MIAMI SHORES,FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ® DATE(MMIDD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 06/18/2015 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 ALTERTHE COVERAGE AFFORDED BYTHE 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 C Risk Transfer Insurance Agency,LLC PHONE FAX 707 East Washington Street AIC No Ext):B66-481-9363 AlC No): Orlando,FL 32801 E-MAIL ADDRESS: INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Technology Insurance Company,Inc. 42376 INSURED INSURER B: Engage PEO Labor Contractor for leased workers to:Allied Doors South Florida,LLC #151103 INSURER C: 3001 Executive Drive Suite 340 INSURER D: St.Petersburg,FL 33762 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:K88TFB9V 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 TYPE OF INSURANCE A L UBR POLICY NUMBER MM/DDYEFF/YYYY MM/UY/YYYY LIMITS EXP LTR GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE ToRENTED COMMERCIAL GENERAL LIABILITY 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 $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NPROPERTY DAMAGE $ HIRED AUTOS AUTOSUTOS ED Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION TWC3453352 12/31/2014 12/31/2015 XSTATU- OTH Y/N - AND EMPLOYERS'LIABILITY TORWC Y LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 F-1OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Is DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Coverage is extended to the leased employees of alternate employer in all states except in monopolistic states(ND,OH,WA,WY): Allied Doors South Florida,LLC #151103(Effective 6/21/15) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave Miami Shores,FL 33138 Page 1 of 1 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Ze � OIH qdy'aqe day � .. .. . . . .. .. . ��� rte 33 1:B �3 — D'503 cod. 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GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D Mean Design Pressure Mean Design Pressure Mean Design Pressure Mean Design PANegative Door Door Roof Door Door Roof Door Door Roof Door Door Roof t Hei ht Hei ht Po Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Negative Width He! ht Hei ht Positive.6 -44.7 8 8 35.2 -44.0 8 7 43.2 -54.2 8 8 42.7 15 9 8 15 34.9 43.4 9 7 15 42.8 53.5 S 8 15 42.416 7 33.8 -41.0 16 8 33.4 -40.4 16 7 41.0 -49.8 16 8 40.6 18 7 33.5 40.4 18 8 33.1 -39.7 18 7 40.6 -49.1 18 8 40.2 -48.2'''a 8 7 36.1 45.3 8 8 35.7 -44.6 8 7 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 50.4a 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 a, 8 43.7 -54.5 9 7 36.2 -45.2 9 8 35.8 -44.5 9 7 43.7 -54.6 9 r 8 43.3' -53.8''' 16 7 17 34.7 -42.1 16 8 17 34.3 41.4 16 7 17 41.9 -50.9 161, 8 17 41.4 -50.1''' 18 1 7 1 34.3 -41.5 18 1 8 1 34.0 40.8 18 1 7 1 41.5 -50.2 18 1 8 4151 -49.3 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 55.9'' 8 8 44.1 -55.1 9 7 18 36.6 -45.8 9 8 18 36.3 -45.0 9 7 18 44.2 -55.2 9 8 18 43.7 -54.3 16 7 35.1 -42.7 16 8 34.7 -41.9 16r 7 -42.3 51.4 16 8 41.9 -50.6 18 7 34.8 -42.0 18 8 34.4 -41.3 18 a' 7 41.9 =50.7 18 8 1: -49.8' 8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 -56.5 -55.6 ••••• 9 7 37.1 46.3 9 8 36.7 45.6 8 7 44.6 55.7 9• : 8• •/4.1 54.8 •• 16 7 19 35.5 -43.1 16 8 19 35.1 -42.4 16 7 19 42.7 -51.9 19 4 -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' 44-9 56.1'" • 9 7 37.5 46.8 9 8 37.1 46.1 9 7 45.0 56.2 9• •! •44!9t 55.3• • 16 7 20 35.9 -43.6 16 8 20 35.5 -42.9 16 7 20 43.1 -52.4 20 Q2•Cy -51.5••••• 18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 -51.6 18 8 42.2' =50.7 • • 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 • •4500 -56.6 •••• 9 7 21 37.8 -47.3 9 8 21 37.5 -46.5 9 7 21 "' 45.4 56.7- j• W_:- 21 44.9 -55.8••••:• 16 7 36.2 -44.1 16 8 35.9 -43.3 16 7 43.4` -52.8 16• 080 430r '-51.9 0 18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52.0 42.6 -51.1 ••• • 8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9 $ 8 •45►7Y -57.0 9 7 22 38.2 47.7 9 8 22 37.8 -47.0 9 7 22 45.7 -57.1 'a 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• •4" -52.3 • 18 7 36.3 -43.8 18 8 35.9 -43.1 18 7 43.4 -52.5 18 8 -51:6 8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 -58.4 8 8 46.0 -57.5 9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57.6 k16 8 45.6' -56.7' 16 7 23 36.9 44.9 16 8 23 36.6 44.2 16 7 23 44.1 'a -53.7 8 23 43.7 r-52.8 18 7 36.6 44.2 18 8 36.2 -43.5 18 7 43.7 -52.9 8 43.3 -52.0 8 7 39.3 -49.3 8 8 38.9 -48.5 8 7 46.8 r'; -58.8 8 46.4 -57.9 9 7 38.9 -48.6 9 8 38.5 -47.9 9 7 46.4 -58.0 8 46.0 -57.1 16 7 24 37.3 45.3 16 8 24 36.9 44.6 16 7 24 44.5 54.1 8 24 44.0 -53.1, 18 7 36.9 44.6 18 8 36.6 43.9 18 7 44.1 53.3 8 43.6; 52.3 L 8 7 39.6 -49.7 8 8 39.2 -49.0 8 47.2 -59.2 8 8 46:7 -58.3 9 7 39.3 -49.0 9 8 38.9 -48.3 9 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 71 25 44.8 ' <-54.4 16' 8 25 44.3 -53.5 18 7 37.3 45.0 18 8 36.9 -44.3 18_ 44.4 -53.6 18 8 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 �� •,.••""•••41* calculations will result in lower pressures. ' CL1 +. N 6) For mean roof heights less than 15',use 15'pressures. o . ,.JrTf� ' V•• c Z 7) This Table is only to be used in conjunction with Amarr Garage Doors. a= .' ��y, .•+•""•+.' +++ o wE • V • . UO a • r • t� LL w � • t c .485�* . Z 165 Carriage Court•Winston-Salern,North Carolina 27105 a a '� °�Phone(336)744-5100•Fax(336)744-5815 v q it / o> www.amarr com v;. o 0 STAT ' ••t��a•+• i jti • 2FL 3 �N t - MIAMFDADE MIAA-11-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.miamidade.eov/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 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. 0000 This product is approved as described herein,and has been designed to comply with the Fiords Building Cbl g. •• • including the High Velocity Hurricane Zone. • DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Seotrional.Garage Ila&up ....:. to 9'-0" Wide(DP+51.1,-60.3 PSF) APPROVAL DOCUMENT:Drawing N .IRC-9509-180-21, ' led"Model 950 HeriM*&.Model 655•Qak • Summit,(24 GA) 1000,2000,Short,Lo mit Panels",sheets ltititttgh 3 of 3'tl fed ••;••. 03/14/2003,with revision B dated 10/13/2011,prepared by Amaur Garage Doors,sig*nad'aund seau.64. Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revisiontamp witli the •• Notice of Acceptance number and expiration date by the Miami-Dade County Produ;t C f4rol Septio116 0696% MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :*0000 LABELING:A permanent label with the manufacturer's name or logo,3800 Grcetrirm§%Cltcle,LaWl"e, ;•... 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 Iocated 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 nu 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 E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 13-0503.06 MIAMI•DADECOUTITY ...� Expiration Da e. , Approval Date:August 8,2013 ( Page 1 t Amarr Garaee 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 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 0000 along with marked-up drawings and installation diagram of 9'x 7' 24p steel gars ge0d,00r 0 0 0 0 0 0 Model 950,prepared by American Test Lab,Inc.,Test Report No.ATA60129.91.131$, • dated 04/02/2013,signed and sealed by David W.Johnson,P.E. •••:•• •• 00000* 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC 1*A9202-94 ' 0000.. 2)Large Missile Impact Test per FBC,TAS 201-94 .0 0 0 .0.0.0 • .. 0 0000. 3)Cyclic Wind Pressure Loading per FBC,TAS 203;0l 0 0 0 0000 0 0:0 0 along with marked-up drawings and installation diagram of 9'x 7'Mgdeu10D Herifdgnvith •..•.• Durasafe,24 ga Sectional Steel Garage Door,prepared by American Tectl Ab, Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed gy 11avid W.-Johnson, •0••:• 0000.. P.E. "Submitted under NOA#08-07.18.01" • . 0000.. .. . . 000 0 0 C. CALCULATIONS ' 1. Anchor calculations prepared by Stnichu•al Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L.Shelmerdine,P.B. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L. Shelmerd ne,P.E. "Submitted tender 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 2010 FB ' d no financial interest issued by Structural Solutions,PA.,dated 04/1 1 , ugned and sealed by Tom L.Shelmerdine,P.E. 07/,31it� Carlos M.titrera,P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4,2018 Approval Date:August 8,2013 E-1 ADJUSTABLE ROLLER CARRIER ATTACHED W/(2)1/4'x 1/2' 1460.DUlASAFE DOLT L NUT PER BRACKET CENTER HINGE ATTACHED 3 G0.FLAG BRACKET ATTACHED TO WOOD ® JAMB V/(4)1/4'x 3/4' HEX HEAD SCREWS 2'THICK 2 GA COMMERCIAL RACK)W/i(4D 1// 4x20 x DOLTS TO 5 /B TRACK SPLICE 1uP FIXTURE ATTACKED V/ BOLTS AND NUTS U)1/4•x 3/4'HEX HEAD SCREWS 3 5/8'22GA.R- USS ATTACHED ADJUSTABLE SLIDE BRACKET ATTACHED 12 GA GALV.COMMERCIAL V/(2)1/4'x 3/4• V/(2)1/4'x 1/2'DOLT AND HUTS TO'ROLLER BRACKET HEX HEAD SCREWS AT 24 OA MN EXTERIOR SKIN ATTACHED V/(4)1/4'x - EACH CENTER STILE • w/BAKED ON POLYESTER FINISH 3/4'HEX MEAD SCREWS 2'10 BALL STEEL PER BRACKET • 5'MIN STEN MILER SPUCE TRACKS AT THIS LOCATION TYPICAL TDP FIXTURES/ 1 \ SECURE TO JAMB WIN(3TUCK 3 s/6 CE ole.�1Ns/8' N.T.S. L LAG BOLTS SEE(TABLE 2)ON PAGE 3 FOR 5 (SPL AT RECOMMENDED SECTION CONFIGURAT TYPICAL DURASAFE CENTER HINGE/ \ (1)5/16'CA x 1-5/6' N.T.S. G -I— BOLT ATTACHED TO JAMB<U 3 5/e•P2GA I AT EA JAMB BRACKET R-TRUSS PER SECTION 12 GA.GALV.STEEL 1 i i MR ouGw ATW/BRACKET( T 1)1/4-20 (TOP) N TRACK SPUCE BOLT$NUT STILE STIFFENERS(3) LOCATED IN HINGE HOLE(S) 2 3 ON TOP SECTION CWY F D THROW H HOLES FOR STRUT ENO HINGE N ATTACHMENT(IF STRUT 14 GA E IS REOIURED) i 6 4 C -.0 C H SEE(TABLE 3)ON PAGE 3 B O FOR JANE BRACKET SPACING RACK CONFIGURATION FOR 6'6'UP TO 14 TALL DOORS A ST LE TYPICAL STILE STIFFENER/c 1 R-TRUSS)GAL V.STEEL R-TRUSS N.T.S. ATTACHED V/(4)1/4'x 3/4' LOCATION SFJ:TABLE{ SEE(TABLE U ON PAGE 3 J HEX HEAD SCREWS AT EACH END FOR STILE PLACEMENT FOR STRUT SPACING T STILE AND(2)1/41 x 3/4•HEX HEAD SCREWS AT EACH CENTER 9'-0'MAX STILE INSIDE ELEVATION ADJUSTABLE SLIDE BRACKET N.T.S. 14 GA SAF DURAE 1)2'20GA STRUT AT ATTACHED V/(2)1/4-20NU x END HINGE ATTACHED BOTTOM PANEL S/8'TRACK BOLTS ANO NUT V/(P)1/4'x 3/4' HEX HEAD SCREWS l{GA R RASAFE ATTACHED TO CONT.TTUM RETAINER ply I TUI 6 KH911S DATE BY ROLLER CARRIERS ATTACHED TO TWOVENTS (2)ROWS OF THREE(3) V/HOT7AM SFJU. 3 S/B'22GA R-TRUSS VEW 4GA.DURASAFE VENTS EQUALS IS S0.INCHES '�. A NIRN101AHYD R1.Mf86b$RD/HID 06-11-08 S(11 1/4'X 3/1'HEX HEAD SCREW ROLLER CARRIERS ATTACHED TO END STILE V/(3)1/{'x3/{' HEX HEAD SCREWS PER CARRIEROT SECTION A-A ($IDE VIEWI 8 1A01ID ARL no10/13/1! PC M.T.S. MAX SIZE 11111UlT3 AE le'I, •' 2.10 BALL STEEL D'x 14' OV�ee l SHE(P ^ 9'LONG STEM ROLLER ^ 3 5/8'22GA DESIGN LOAD F77 R-TRUSS YYY ! �`' G s��'•,Q pTTACNEO V/C4) SUDE LOCK ENGAGES INTO VERTICAL UPTIGNAL VFldT DETAIL L +51.1 PSF 1/4' 3/4'HEX TRACK ON BOTH SIDES 5/8'MIN H.T.S. o -60.3 PSF J� 6J?�•.'� 00.E HERD SCREWS ENGAGEMENT(SNAP LATCH,DR LOCK LARGE M I S S L E BAR OPTIONAL)ATTACH V/(2)1/4'x =� �• 3/4'HEX HEAD SCREWS an 1;' )•�7:* �u IMPACT RESISTANT Eo 1 jT;OF TYPICAL DURASAFE END HINGE E� STl;7E O LARGE MISSLE �X ••e��•;,C` p;'�� T IMPACT ST uOULDWG 5/16'x 1 5/e•LAG 2•ATTACVIMIGA.EDRV/ RESISTANCE .@ �i°e�S•�pN1�•���°�, �3 3 3/4•MIN W/FLEXI E SEAL 20 GA.GALV.STEEL END STILE SCREW(1)PER (2)1/4'%3/4' SIDEROON �" (SUPPLIED BY INSTALLER) ATTACHED O VOLARE SKIN ITHLAND f2>-L JAMB BRACKET HEX HCAD SCREWS E ,F4j1.l1111111��1, (3)20 GA CENTER STILES TOG-L_LDC AT THE TOP MO ••*AT•M:0 1LF` ••• �N FL ATTACHED WITH(2) BOTTOM RAIL - TOG-L_LDC AT THE TOP AND (1)7/16'DIX • • •• p� • BOT70N RAIL AND ANNE BOLT BOLT RETNNER • •• • • • • •`• • PR4x3U�1LPV1 ,� TO INTERIOR FACE PER ROLLER • • • • • • re01Bandtdk*C••. ��� •• ••• •• • u A •• -SO •Og arr NNNNo •a• BOTTOM BRACKET l65 CARRIAGE COURT VINSRN-SALEM,K.C. 27105 VVWAMARRXOH • - 2'10 BALL STEEL 13 GA ATTACKED MODEL 860 HERITAGE(24 GA)1000,7000 9•KIN STEN ROLLER V/(3)1/4•X 3/4' IT7 1.y�o1 MODEL 656 OAK SUMMIT(24 GA) 1000,2000 ` • ••• ••• • • •HEX HEAD SCREWS M SHORT,LONG,FLUSH,AND OAK SUMMIT PANELS 5/8'X X 22 GA 2'GALV.STEEL RACK (3 5/8'R-TRUSS) RACK THICKNESS.063' • • • • • • • • SIE DAMN BY DW DAR 0]/12/01 DRAYBM NWBER (U 1/4-20 x 3/8•TRACK • • VYPICAR.BOTTOM BRACKET•�I SPLICE BOLT AND NUT PER (HNT.vERBCAL JAMB 2 •• • • w,TS • • • • •�T B CWOODBY ME DME 01/14/03 IRC-9509-180-21 JAMB BRACKET TRACK MOUNTING DETAIL 'aR SPP • •• •• • • • • (N0.2 OR BETTER) $MET I O 3 ••• • • ••• • • • • Is • • • ••• • • • SPEGIFlGATIONS ANO 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 h -271.4 LBS/FT INTERIOR OF GARAGE 3. DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED AND INSTALLED WTH STANDARDS AS SET FORTH BY DASMA. MAX. WIDTH 9'0" 4. DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN. EXTERIOR SKIN ROLLED FORMED, W/BAKED ON POLYESTER FINISH 5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 5/8"R-TRUSS PER SECTION DESIGN LOADS 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2 ON PAGE 3 -271.4 LBS/FT 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REOUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. 1 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 MAR.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 STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PhODII(.7•L•VIAM OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE oaanlplyyvlLlSIh6FYRriOt COUNTY UNDER THIS NOTICE OF ACCEPTANCE. ko�nel WOOD JAMB ATTACHMENT TO STRUCTURE 0 DEsaPDa Off Wa16 Due A M M70IA2Dl RT.,M113.MAFOA10 00-11.06 SIN 5�=TACHMENT TO 2,080 PSI 8 Ud1f ALBr 210 10/13/11 BRC CRETE . rILTI KWIK BOLT 3/8•X 4-STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT) 10Ip111/16/6114 HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 18'D.C.CI 1/4'EMBEDMENT) MAX SIZE _ \I ,...._ .a4 TV/RAMSET REDHEAD CTRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2•EMBEDMENT) 8'x 14' ry ♦♦♦\S*L. SHE(,yjF�,� DESIGN LOAD ♦ P 0 _ SIN SON 1/4'X 3'TI7EN SCREWS STARTING 6'FROM E PAIRS OF FASTENERS +51.1 PSF B C'♦O�'�.�GENSF "-fie Q (3'APART)AT 8' O.C.(1 1/2'EMBEDMENT) E v�' s -60.3 PSF HILTI 1/4'X 2-3/4')AT CON O.C. SCREWS STARTING 6'FROM ENDS,USE PAIRS OF ds +�: Q4 SCC)i% FASTENERS(3'APART)AT 8. .<I 1/4'EMBEDMENT) W F 2 X 6 VERTICAL JAMB ATTACHMENT 70 CROUTE➢C-90 BLOCK(2000 PSI GRDUT) as " �,�F.•* ±�� HILTI SLEEVE ANCHOR 3/8•X M-41 STARTING IC FROM ENDS THEN 22'O.C.C1 1/4' T` ;v.. ;�•".`oa EMBEDMENT)(IXC USE FASTENERS FOR HOLLOW C-90 BLOCK) ^ • LARGE MISSLE >°oSU�.�•� P�a�♦♦ „� g NAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT I� .( Q ♦♦ m PREPARATION OF WOOD JAMBS BYDOS TE BLOCRESISTANCE F ,,�SS;ONA�� (,p♦ 2 op • CJ GROUTED BLOC • UC-R TR[C USE JT URE STRUCTURE f£SS • • • • • • 2 • .� arr I I I/2'MSN 2-3/4'MIN h1/2'MIN 4' 163 CARRIAGE COURT VINSTUI-SALEM,NL 27107 VWANARRlUI JAMB MODEL 850 HERITAGE(24 GA)1000,8000 3'H N MODEL 655 OAK SUIBIIT(24 GA) 1000,2000 SHORT,LANG, PLUSH,AND OAK SUMIDT PANELS AVAILABLE TRACK cc ONSSffl• • • • • • • • ODYN 8Y OLT DALE 81/11/03 OAAWRC MMN.T.S. ••• i • i i i • •• i i 8 OM BY AAE DAH 03/II/o3 IRC-9509-180-21 • •• •• • • • • • ••• • SIM t OF 3 • • ••• • 1 •0 • • • • ••• • • TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location HEIGHT SECTION CONFIGURATION) TOP HEIGHT -Bt-M #2 #3 #4 #5 #6 #7 #8 - Panel Type (Measured from Left Edge) A B C D E F G H T Width 1st 2st 3rd 14'0" 21"; 21" 21 21 21" '21" 21 21": 13'6" 21" 21" 21" 21" 21" 18" 18 21" 6'o 7' 51/2" 16" 37" 58" 761/2" "5 ort 24.812.' 48.000, - 71.188 21`" ;21" 21" 18" 18" 1,8 18". 21 " r 8'0 Bead 24.625 48.000 71.375 8' 51/2" 16" 34" 52" 70" 881!2" 12 6" 21" 18 18" 18' 18" 18" 18" 21' 1 " N ". N Il r ':� 8 2 `Short' 24.316 `: 49,000y 7.3.684 12 0 21 21" 21 21' 21 .•1$ 21' 8'6 ', 510: 16" 3T' :58' 76" 941/2"- 8'2 Long 24.500 49.000 73.500 9' 5 1/2' 13" 31" 49" 67" 85" 100 1/2" 11'6" 21" 21" 21' 18" 18 18" 21" Vi2 Bead 25.125 49.000 72.675 9'6" 51/2" 1:6 34" '52' 70"` $$" 1061j2" 11.O:' 21 n 18 `18 18" 18 . 18 21"= 77794" . :short 7.4.580 50.000 75.d2o fW5:112" 1/2" 16" 37" 58" 76" 94" 112 1/2" 10'6" 21" 21" 21" 21" 21" 21" 8'.4 Long 25.000 50.000 75.000 /2" 16" 37` 58" 79 100" 118 1/2 10'0' `::-21" 21' 21" 18" '18" 21": 8 4 Bead 25.625 50.000 74.375 /2" 16" 34" 52" 70" 88" 106" 124 1/2" 96 21" 18" 18" 18" 18" 21" 8 6 5.500 51000 75 978',6 Long 25.500 51.000 76.500 /2 1B" 37" 58: 76 ;.94". 112 132` " 9'0" : $" :18" 18 ' 18" .18" ..18'". 8'16 Bead 26.125 51.000 75.875 1/2" 16" 37" 58" 79" 100" 118" 136 1/2" 8'6" 21" 21" 21" 18" 21" 8'8 Short 26.6.5952,OOQt :77;3411/2 16" 34 62 70"r: 88" 106" 124" 142 1/3" $!0 21" 1`8" 18 1888 Long 26.000 52.000 78.000 1/2" 16' 37" 56 76" 94' 112 130" 148 1!2" -NO181 88 Bead 26.625 52.000 77.375 1/2" 16' 37" r56. 79"'# 100" 118' 136" 154 1/2" 8 10 Short. 27.03458.po0 78;986 T-0' 21 21" 21"" 21"° 8'10Lon 26.500 53.000 79.500 1/2" 16" 37" 58" 79" 100" 121" 142" 1601/2" 8':10 Bead 27.125 53.000 78.875 TABLE 3 s osnort •- r- 27.6s6 5.5.000 80.404 DOOR TRACK ATTACHMENT SPLICE 9 0 Long 27.000 54.000 81.000 9'10 Bead 27.625 54.000 80.375 HEIGHT A B C D E F G H I J K L M N S 7' 3" 14" 27" 38" 46" 56" 68" _ 76 PEY I OFSwAGI Q W.NSONS I DATE JOY A N}IiM1fNW27fA IBC•Mffi Rb BFGi/(IID 08-11-OB 8(11 8' 3" 14" 2711 38" 4611 56" 68" 78" 88" B Ul1lIDARCBIIo 10/13/11 OAC 1 " n ,_ a 11 ff TT " n II, 11 _ 11,. MAX SIZE ^ \►\IfAlllq irc 8 6 3 14• 27 3$ ` 46, 56 68 78 88 94 o�" F'''0. - 9'R 14' R n " n n " o n n N u DESIGN LOAD SH 91 3 14 27 38 46 56 68 78 88 100 +51.1 PSF �0e��q�Q 9r 6r,` 311 14" 27" 3$" 46" No 004 98"- 1;Q6": sG.a PSF a tis; _.�`�`"�sf 8r LL4 8579 10' 3" 14" 27" 38 46" 56" 68" 78" 88" 100" 112" 1 # ' s v - Y l.. Lr 2 I :38,!i-"46" 56" .6.8"' 78 88" 900" 1,10" 1.18" €5 STATE. OF w�a .. r: URGE MISSLE ",?; ,• •!!j a c 1 u n " n u n " r78" n a .. n u IMPACT q ✓�i•�1•�� O�: 11 3 14 27 38 46 56 68 88 100 110 124 RESISTANCE QE2 ° �NAI 1 II 11 11 11 11 11 rl 11 N u 12 11_�' i. • - 3 FaBli18100\N\\ gm 11 6 3 . 14, 27 38 .46 56 68 88 100 VolQ D _ FL 12' 3" 14" 27" 38" 46" 56" 68" 88" 100" $O" 1a "• • • • 3 i comoyi HGVISEDa 2ompybs wNY ale Pbr10� iT 38';# 46" 56' 6$"' 88" 100 "9" 1!L4f!►13' t" I 27" 38" 46" 56" 68" 88" 100" 114" 122" 134" 148" P SHORT,MODEL ALONG,FLUSH,(24GA) GOAK35O0.2000 UHHIT PANELS 27" 38": 4611 56" 68" .78'.'t $$ 100" 109' 422' t3�4" 1x14" 15h" Mu � YODBr,055 OAK USH,[A (7.4 GA) MMI 2000 PAN163 CMRUGE CGRT VINBTON-%N.FI,NG 27105 VVVfMARR.001 14' 27" 38" 46" 56" 68" 78" 88" 100~' 114' 12�" 1V4" IV" 1 0"• BRIM w DATE DAp� x950 AW8 •6 •• • • • • • B aEam BY AAE DATE o pHo} IRC-9509-180-21 ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR W#010. 24 OR BETTER+ONLY 0 900 0 ISM 3 OF 3