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WS-15-1521 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237283 Permit Number: WS-6-15-1521 Scheduled Inspection Date: August 10, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: KING,JOHN &CONCHITA Work Classification: Garage Door Job Address: 1300 NE 103 Street Miami Shores, FL Phone Number Parcel Number 1132050300010 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 Building Department Comments REPLACE 1 EXISTING 16X7'6 GARAGE DOOR Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 07, 2015 For Inspections please call: (305)762-4949 Page 11 of 29 F rm't NO, WS-64&,--1 `9µoRrr i,� Miami Shores VillagePBrrrut 7yjl :immf 4hutters. 10050 N.E.2nd Avenue NE Work Ctas� �rar� Garagen " Miami Shores, FL 33138-0000 Phone: (305)795-2204 i�ermrt StatU A$ `ROVED �iORI'D .:.. u�, ato::71 " y Expiration: 01/1712016 Project Address Parcel Number Applicant 1300 NE 103 Street 1132050300010 _ JOHN &CONCHITA KING Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHL&CONCHITA KING 1300 NE 103 Street MIAMI SHORES FL 33138-2624 1300 NE 103 Street MIAMI SHORES FL 33138-2624 Contractor(s) Phone Cell Phone Valuation: $ 1,467.00 ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 Total Sq Feet: 118 Type of Work: REPLACE 1 EXISTING 16XT6 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 DBPR Fee Invoice# WS-6-15-56041 $2.00 06/22/2015 Check#:3130 $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 07/21/2015 Check#:3229 $76.20 $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 AFFIDA 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 z rmore, I authorize the above-named contractor to do the work stated. July 21, 2015 Authorize Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 21, 2015 1 Com Miami Shores Village - Y�TFT� ,F , Building Department JUN 2 2015 11 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - — _ ...— i INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ) BUILDING Master Permit No. W5is- `sc'*�I PERMIT APPLICATION Sub Permit No. ('BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 2 CONTRACTOR DRAWINGS JOB ADDRESS: l I)0c) rI c"+ r/J St 2 �/ City: Miami Shores County: Miami Dade Zip: ��31 1JO � . Folio/Parcel#: 1 LL5 �sJL`} iDu) Is the Building Historically Designated:Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: t �1 OWNER:Name(Fee Simple Titleholder): -'( �' 1 o 1�..(n6q Phone#: Address: I L'� y t I h�) ( ' City: N�l G��� ( S ho reState: (, Zip: 3� 3 Tenant/Lessee Name: I v i , '\ Phone#: Email: { �]� + /� 1 t� CONTRACTOR:Company Name: 1 l(ry d P.,,,� is of S- FL, 1_ L C Phone#: (1'5 N.. "l/,Q 2 Address: ) 51 SW v�"' 01)wf City: r il)j �lr7 C l�l?GlC_� State: FL Zip: 33&C'0 Qualifier Name:bC n n iS ml and l I y Phone#: State Certification or Registration#:0 6u Certificate of Competency#: DESIGNER:Architect/Engineer: wl i A Phone#: Address: City: State: + r�+ Zip: Value of Work for this Permit:$ I�( t . Square/Linear Footage of Work: l 13 Type of Work: ❑ Addition ❑ Alteration ❑ New i Repair eplace El Demolition Description of Work: i �{(� �l 5 i I`� �� f 7 C�l�i GI (�r Gu-�GW Specify color of color thru tile: Submittal Fee$ w Permit Fee$ ( ( U -C� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State ,, Zip _ Mortgage Lender's Name(if applicable) iV f 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. e Signature — Signature a.&Iu-4 �nD4 OWNER or A CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of ��c�,CG 20 �� by day of J,moi? 20 (T by Jm �/ o �I?1 who is personally known to L 11 r1 iS I Iy rn�Y�E `I who is personally known to me or who has produced as pze or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: Print- -- Print: h E%Rv PA +92 al: HEN,Y R A R EEZ vc FF 1023G3 MY C FF 10 368 t: 18 ********* �iipV'sr+ g'w"* ice ** **44 L APPROVED BY Plans 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 BUILDING CONTRACTOR about our divisions and the regulations that impact you,subscribe ROMANELLI,DENNIS)M 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! Expiration date AUG 31,2016 L14073DOW150 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ' CONSTRUCTION INDUSTRY LICENSING BOARD G CBC033137 The BUILDING CONTRACTOR Named below IS CERTIFIEDr Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 ROMANELLI, DENNIS M 16 ALLIED DOORS SOUTH FLORIDA, LLC 151 SW 5TH CT POMPANO BEACH FL 33060 ......... . a: ISSUED: 0713012014 DISPLAY AS REQUIRED BY LAW SEQ# L1407300001569 f _ f BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT - - <zl� 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—95431-4000 8 Ma VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: Receipt#'GENERAL CONTRACTOR (BUILDI 411 Business Name;ALLIED DOORS SOUTH FLORIDA LLC Business Type:CONTR) 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: Business Phone:954-942-8551 ty �y Rooms Seats EmiopyMactl nes Professionals 10 I? For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee �Itt F rt Collection Cost Total Paid ._ 27.00 0.00 _} --0-00 ..6.6 0 4 �a .27.00 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 �j 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. I Mailing Address: j ALLIED DOORS SOUTH FLORIDA LLC Receipt #1CP-13-00012167 151 SW 5 CT Paid 08/14/2014 I 27.00 lk � POMPANO BEACH, FL 33060 2014 - 2015 f i ALLIE-2 OP ID: KG ,4coRO DATE(MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE 08/2512014 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 PHONE Douglas Jones FAX 2151 LeJeune Road,Suite 308 A/c Ne Ext): ac No: Coral Gables,FL 33134 ADDRESS:Douglas Jones SS:Djones@jaginsgroup.com INSURERS)AFFORDING COVERAGE NAIC# INSURERA: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. INSR I TYPE OF INSURANCE POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DDM'YY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE NOCCUR X 103GL0000726-01 08/30/2014 08/30/2015 DAMAGE TO RENTED 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'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY PRO- JECT F-1 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 UMBRELLA LIAR 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 I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F-1 N/A E.L.EACH ACCIDENT $ (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 Contractor&422ms 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 ,acoRQ� CERTIFICATE OF LIABILITY INSURANCE M/DD/YYYY) 2/27/2027/2015 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. PHONE 47 FAX No 1420 Kensington Road E-MAILDD - Suite 114 ARESS: I n Oak Brook IL 60523 INSURERS AFFORDING COVERAGE NAIC# INSURER A:TeChnology In urance Go 42376 INSURED 1227 _INSURERBWeSCo Insurance Cc 25 11 Allied Doors South Florida, LLC INSURER C: 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. INSR TYPE OF INSURANCE A POLICY EFF POLICY EXP LTR INSR WVD POLICYNUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE T R NTED PREMISES Ea occurrence $ CLAIMS-MADE 11 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 Ea accident) ccident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURYPer accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION N TVVC3468545 /1/2015 /1/2016 X J WC STATU- J OTH- B AND EMPLOYERS'LIABIUTY Y/N WWC3468545 /1/2015 /1/2016TORY LIMITS R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N❑ N/A (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 I 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 L_ 15111-100 v03A'lt.A Vt .. .. . . .. .. .. . . . . ... . . . . qCUU.9� *go - �v 0*0 000 . . . .. . . . . . .. 1 A n :loom .. : . .. ... .. it 1 r ��.SS�tr�,S �r Z '.. . . . . . ... .. �{ q D es 9 - -r^icy^D Dy DATE i , !? ` ►,; E. 7 �wrrti Al t_FF�Ff L k I�� l �►�'1� 5 ���sL L313X 4marr 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 Pressure Door Door Roof Door Door Roof boor Door Roof Door Door Roof Width Hei ht Hei ht Positive Neciative Width Hei ht Hei ht Positive Ne alive Width Hei ht Hei ht Positive N ative Width Hei ht Hei ht Positive Ne ative 8 7 35.6 -44.7 8 8 35.2 -44.0 8 7 43.2 -54.2 8 8 42.7 1 -53.4 9 7 35.3 -44.0 9 7 42.8 -53.5 9 8 42.4 -52.6 16 7 15 33.8 -41.0 16 8 33.4 -40.4 16' 7 15 41.0 -49.8' 16 8 15 40.6 49.0 18 1 7 1 33.5 40.4 - 18 7 40.6 -49.1 18 8 40.2< -482 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 a' -54.1 - 9 8 42.8 -53.2'r 16 7 16 34.2 -41.6 16 8 16 33.9 -40.9 16 7 16 41.4 -50.41' 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 40.6x' -48.8 8 7 36.5 45.9 8 8 36.2 -45.1 8 7 44.1 -55.4' 8 8 43.7P -54.5 s 9 7 36.2 -45.2 9 8 35.8 -44.5 9 7 43.7 -54.6 9 8 43.3' -53.8 a' 16 7 17 34.7 42.1 16 8 17 34.3 41.4 16 7 17 41.9 50.9 16 8 �� 41.4>s -50:1'' 18 7 34.3 -41.5 18 8 34.0 40.8 18 7 41.5 -50.2 18 8 41.1` 49.3 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 8 8 •"e r -55.1 9 7 36.6 45.8 9 8 36.3 -45.0 9 7 44.2 -55.2 3 71 -54.3 16 7 18 35.1 -42.7 16 8 18 34.7 -41.9 16 7 18 42.3 51.4 16 •8• 18 1.9 -50.6 •••• • 18 7 34.8 -42.0 18 8 34.4 -41.3 18 7 41.9 -50.7 1 8 •' ?'J -49.8 • 8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 -56.5 410 •8• 0 44.5 -55.6• ••e• 9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 9 7 19 44.6 -55.7 19 4 1 -54.8 • 16 7 35.5 -43.1 16 8 35.1 -42.4 16 7 42.7 -51.9 16 8 42.3 -51.0• •••• 18 7 35.2 -42.5 18 8 34.8 -41.8 18 7 42.3 -51.1 y8 1'. -50.3 • 8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 -57.0 8 • a 44.90 -56.1• ••• 9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 -56.2 �• •8• •44. -55.3 • • ••• 16 7 20 35.9 -43.6 16 8 20 35.5 -42.9 16 7 20 43.1 52.4 • 20 42.6• -51.5 18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 -51.6 18 8 41.1 -50:7 •••• • 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 4 .3 56.6 0 9 7 21 37.8 47.3 9 8 21 37.5 46.5 9 7 21 45.4 56.7 8• 21 44A 55.8 •0 9 16 7 36.2 44.1 16 8 35.9 43.3 16 7 43.4 52.8 6 51.9 18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52:0 48 •r8• 42.6 51.10 ••• 8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9 8 8 • 4 . a =57:0 • 9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 57:1 9 8 ••15.31• -5612 16 7 22 36.6 44.5 16 8 22 36.2 43.7 16 ? 22 43.8 -53.3 16 8 22 43.3' -52.3 18 736.3 -43.8 18 8 35.9 -43.1 18 7 1 43.4 -52.5 18 x 8 42.9 1 -51.6 8 7 38.9 -48.9 8 8 38.5 48.1 8 7 46.5 58.4 8 8 46.0'>s -57.-5- 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 1 7 1 43.7 -52.9"' 18 8 43.3a -52:0 8 7 39.3 -49.3 8 8 38.9 -48.5 8 7 U44.1 -5375- .8 8 8 46.4' -57.9' 9 7 38.9 -48.6 9 8 38.5 -47.9 9 7 .0 9 8 46.0 -57.1 16 7 24 37.3 -45.3 16 8 24 36.9 -44.6 16 7 24 .1 16 8 24 44.0 -53,1 18 7 36.9 44.6 18 8 36.6 -43.9 18 7 .3 d8 8 43.6 -52.3 8 7 39.6 -497 8 8 39.2 -49.0 8 7 .2 8 ' 8 46.7 -58.3 9 7 39.3 -49.0 9 8 38.9 -48.3 9 7 .4 9 8 46.3 -57.5 16 7 37.6 -45.7 16 8 25 37.2 -44.9 16 7 25 .4 16 8 25 44.3 -53.5 18 7 37.3 45.0 18 8 369 443 18 7 .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 ^^ .••........ `-++'•• +• c calculations will result in lower pressures. �•' "+� N 6) For mean roof heights less than 15',use 15'pressures. o N .0• � `•• `z 7) This Table is only to be used in conjunction with Amarr Garage Doors. W 0y.+`'�"••,�`�',n ; o a.48579 + Z N 165 Carriage Court.Winston-Salem.North Carolina 27105 v a � • °� Phone(336)744-5100•Fax(336)744-5815 :60> c i s J L www.amarr com "° * ! - STATE OF = -2> E� • • • Ov V. } { 2 �U ♦ J� o -c� M IAMDADE MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida M175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/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 tho requirguvo 'of tier.•• applicable building code. .. • *see •' This product is approved as described herein,and has been designed to comply with the Flori 6Rvilding Cade' ....:. including the High Velocity Hurricane Zone. •09:0 . DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectiddd?Garage Deer up to,-:-*. 16'-0" Wide(DP+45.8,-49.3 PSF) """ ••'•• APPROVAL DOCUMENT: DrawingN IFlusn C-9516-��)hm itled"Model 950Iferitaie&M8det855 Oak" Summit,(24 GA) 1000,2000,Short,Long, it Panels",sheets t�ireu�13 of 3,dated • yToma03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by- Tomas s L. Shelmerdine,P.E.,bearing the Miami-Dade County Product Control reviAwa%timp with tiv. ;•••• 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. NOA No 13-0503.08 MIAMI DADH COUNTY Expiration �= Approval Date:August 8,2013 00/01 1Pz013 Page 1 Amarr Garaee 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 B117,prepared by Architectural Testing,Inc.,Test Report No. C5463.01-106-18,dated 04/03/201.3,signed and sealed by Gary T.Hartman,P.E. 2. 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 202-14 .•• •••• ••••;• along with marked-up drawings and installation diagram of 9'x 7' 24 0a ste'61 garae4dar •• Model 950,prepared by American Test Lab,hie.,Test Report No.A 01�V0205.01%312, '•"•• dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Jolrpj44,P.E. •• •• •••• 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC.T.4$•202-9# 0..• ••••• 2)Large Missile Impact Test per FBC,TAS 201-94 0 0 0 0.. .. 0 00:006 3)Cyclic Wind Pressure Loading per FBC,TAS 203-4.0 : •0 0 0 ...... along with marked-up drawings and installation diagram of 9'x 7' 24;git lAtde1950D•Heritage • with Durasafe,24 ga Sectional Steel Garage Door,prepared by Amefican Test L4,19C..Test•••••• Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed b�D•avid W.•Johnson, P.E. "Submitted under NOA#08-0718.03" 0 000 • 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 02/09/2012,signed and sealed by Thomas L.Shelmerdine,P.E. "Submitted uuderNOA#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 t2010 FBC d no financial interest issued by Structural Solutions,PA.,dated 04/11/ and sealed by Tomas . Shelmerdine,P.E. fig /jtt3 Carlos M.Utrera,P.E. Product Control Examiner NOA No 13-0503.08 Expiration Date: September 4,2018 Approval Date:August 8,2013 E-1 10 BALL 7'16 GA END CAP BEHIND STEEL MLRRICANE140A. 70P FIXTURES ROLLER V/S'MIN STEM ENT GE CENTRL HINGE ATTACNEB V/<4>1/4'/4'x 3/4• 3 GA FLAG BRACKET ATTACHED 70 WOOD ® HEX HEAD SCREWS 12 GA COMMERCIAL V/(3)5/16 DLI.X 1-3/8'LAG BOLTS AND TO ADJUSTABLE ROLLER CARRIER 2'TNI IIP FIXTURE ATTACHED V/ TRACKAND U>1/Y-20 x 3/8 TRACK SPLICE 12 GA GALV.COMMERCIAL DOLT D W ) 1/2' 7' 16 GR END CAP BEHIND NUT PER BRACKET SCREVS ADJUSTABLE SLIDE DOLTS PI( NMS 70P ROLLER BRACKET -• TW ANO BOSTON FI%TURES BRACKET ATTACHED V/(2) ATTACHED V/(4)1/4' 3 1/2'16GA R-TRUSS ATTACHED 1/4'x 1/2'BOLT AND NUTS x 3/1•HEX HEAD SCREWS V/(2)1/4'x 3/4•JH PER BRACKET HEX HERB SCREWS AT •• EACH CENTER STILE • 24 CA YM EXTERIOR SUN SPLICE TRACKS AT THIS LOCATION TYPICAL TOP FIXTURES ® x/BAKED ON POLYESTER FINISH W/ {)1//4•-20 TRACK SPLICE BOLTS @ NUTS N.T.S. 1 SECURE t0 JAMB WITH(3)3/18•DIA x 1-5/6' SEE(TABLE 2)ON PAGE 3 FOR TYPICAL DURA SAFE CENTER HINGE 2 _ S UO BOLTS RECOMMENDED SECTION CONFIGURATION (SPLICE> (1)5/18'DIA z I 1.,10 BOLT ATTACHEDED TO TO JAMB (U R-TRUSS AT EA JAMB BRACKET ' PER SECTION i 12 GA RACK STEEL STILE STIFFENERS f7) T LOCATED E IONHINGE[HOLEfSI G ATTACHED W/ T(1)1/4•-20 CTP) ON TOP SECTION OILY N TRACK SPLICE BOLT A NUT HOLES FOR STRUT Z 3 ATTACHMENT(IF STRUT F E IS REOKRE➢0 TNRDUGH I E O D 6 4 D c B 0 0 C STIFFENER/ \ EE(TABLE 3)ON PAGE 3 TYPICAL STILE FOR JAMB BRACKET SPACING I!ti_3= L3 _ ___ B N.T.S. '� 3 1/YN X 18 GA (3'R-TRUSS)TRACK CONFIGURATION FOR e'e•UP TO 14'TALL DOORS GALV.STEEL R-TRUSS ATTACHED V/W 1/4•x 3/4•HEX HEAD REFER TO TABLE 4 ON PAGE 3 SEE(TABLE D ON PAGE 3 SCREWS AT EACH END STILE FOR STILE PLACEMENTS FOR STRUT SPACING AND(2)1/4'x 3/4'HEX HEAD 16'-0'MAX (SCREW) AT EACH CENTER STILE B3 14GA DURASAFE ROLLER INSIDE ELEVATION ATTACHED V/TROTS CARRIERS ATTACHED TO R-TRUSS H.T.S. (2)1/4'X 3/4' V/(2)L4'x 3/A'HEX 14 FHA OIRASAFE HEX HEAD SCREWS HEAD SCREWS PER CARRIER EMIT HINGE ATTACHED AT END 00 CENTER V/(2)1/41 x 3/41 STILES DEI(>i u OF RE1140A DATE BY HEX HEAD SCREVS 2.10 BALL STEEL CONT.STEEL RETAINER A MIRAVONAB7W R3'.IDH�@fGl/GID 01/11/01 SfD HURRICANE ROLLER 14GA D4RASAFE TWO(2)ROWS OF W/BOTTOM SEAL V/9'STEM THREE(3)VENTS B UMIEDIDWnO 10/18/1 DRC ROLLER CARRIERS ATTACHED /T' 70 END STILE V/(3)1/4'x 3/4' EQUALS IS S0.INCHES HEX HEAD SCREWS PER CARRIER 1 �I NEC110N A-A (SIDE ME NA C '®nERIDUMIECIDI 02104AS RR O-T N.TS I MAX SIZE gp1111JJI� cv 16'x 14' \\ JIi SLIDE LOCK ENGAGES INT VERTICAL am101yft plmd" DESIGN LOAD ♦♦ �L- SHf(�jF,,�� ?u TRPCK ON BOTH SIDES 3/8•MIN - ♦ �•`•••'••�EN�•'•,9 ♦ - ENGAGENENT(SUM LATCH.OR LOCK PAN["OBM +45.8 PSF 10 ♦♦ \G SF.• s 1/2m x fe ca (3' BAR OPTIONAU ATTACH V/<2)1/4'x OPTIONAL VENT DETAIL L AeDE01e1oB Nb �• 0 0en _49.3 PSF € �♦�,• R-TRUSS)ATTACHED Y/(4) 3/4'HE%HEAD SCREWS 6 h�' 004(}$7J 1/4'%3/{'HEXEAD • d w TYPICAL Dl1RASAFE END HINGE/j 1 By *• •••* VS 2. E� ' STATE OF :�z 314 W RpO SEAL 20 GA GALV.STEEL END STILE S/]6'x 1 S/8'LAG LARGE MISSLE yy� 0....A ,♦w ATTACHED WITH(7)TOG L-LAC CREW O)PER G- I� . ( Q'•\t♦♦ O 3 3/4•MIN (BDPPLIE➢BY INSTALLER) 7'16 GA END CM BEHIND IMPACT ,C ♦ nQ \Q.•' TD DOORS SKIN AND(2) JAMB BRACKET I` CJ 'I SIDEROOM (` TOP AND BOTTOM FIXTURES RESISTANCE S•••'•••••••• ♦ 3 (7)BO GA CENTER STILES TOG-LtOC AT THE BUTT TOP AND ,�I �O A`•�'L\ y,(7 ATTACHED VITH(2) 3,ATTTAACC Dray/ • • • •• TOG-L-LOC A7 THE TOP AND (1)7/1V OA (>')1/4'X 3/4• • • • • . LARGE M I S S L E FL BOTTOM RAIL AND ADHESIVE BOLT RETAINER HE%HEAD SCREVS TO INTERIOR FACE PER ROLLER AT ENB ANO CENTER •• • • • • STILES ; ;•: '•' .•: IMPACT RESISTANT 163 CARRIAGE COURT VIPSTON-SALEIL N(: 2103 VVVAWC•X:OI 2.10 BALL BOTTOM BRACKET MODEL 960 HERITAGE(24 GA) 1000, 2000 2•GALV.STEEL 7PACK STEEL HURRICANE 13 GA SHOCK ATTACHED MODEL 886 OAK SUMMIT (24 CA) HOOD,2000 TRACK 7HICNNE55.083 LER V/3'MIN STEM •• • 4V.•391/4'X 3/14 s If"X 18 GP.(S' CONT.VERTICAL JAMB 2X8 • • HEX WAD SCRCVS• • SHORT,IpNG,YLUHR,AND OAK SUMMIT PANELS U 1/4-20 x 3/8'TRALK R-TRUSS) SOUTHERN YELLOW PME • • • • • • • 9ff DRUN BY OU DAIE �� DRA159 ODPR SPLICE HOLT AND MHT PER (N0.2 OR BETTER) • JaHB���T TYPIC BOTS BROCK 4 • • • • • • B I mcm BY AIE I DALE 0)/I4/OS IRC-9516-169-26 TRACK MOUNTING DETAIL N•TA6 • •• • sEFr 1 of N.i.S 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 LSS/FT h -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 T0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. • USE(1)5 1/2'R-TRUSS PER SECTION J((2) 3. 200A STRUTS AT BOTTOM SECTION MAX.WIDTH 16'0' 6.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 WIND LOADS DESIGN LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. +366.4 LBS/FT SEE NOTE 2 8. 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 PR00tX'f REVI1fW FACILITIES. AND A NOTARIZED STATEMENT FROM THE - �oo•�y'ing•1!�lle flolii MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF fldtdgy(yd 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR P N. 0,O DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 8 By MISB pf"" I AEY OEICRF110N OF AEti90I7 DAA BY WOOD JAMB ATTACHMENT TO STRUCTURE " ffM*JNAZWFKI4 L6M&FDTN"TD 05/11/08 Ba B UtWI MVD 210 lo/M/11 DRC 110 WORP C 90SRIf10R0IIOISBC101 02/04/13111A mrmT TO 2.60D PSI CONCRETE p BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) MAX SIZE 11111 n E ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 12'D.C.(1 1/4'EMBEDMENT) 18 z 14 REDHEAD(TRU-BOL 8'X 4'STARTING 6'FROM ENDS THEN 22'D.C.(2 1/2'EMBEDMENT) DESIGN LOADS 5�- f�'% +45.8 PSF 1333EEEf .m'sP.••''E nj F9 !e t e SIKPSUWlr4--X 3'TITEN SCREWS STARTING 6'FR -49.3 PSF a€ mmsOly, \G S�.•Q�s� AT 8'OC.(i 1/2'EMBEDMENT) X 2-3/4'KWIK-CON II*SCREWS STARTING 6'FROM ENDS,USE PAIRS OF �,d eA+' 910 0048(3'APART)A7 8'0.C.(1 1/4'EMBEDMENUda ro*. 1 `I,=..* Tim 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BUSK(2000 PSI GROUT) HILT[SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 14'D.C.(1 1/4' E5 m9l L Cr 5i EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) y o $TATE QF 10 SE w_ �_ ] S LARGE MISSLE ✓�• /!!m CLL qqqg :LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT �2 '✓ .tti•'A' QQ'•\�mmm G o a :PREPARATION OF VDOD JAMBS BY 0 RESISTANCE E �p�C�S'•.�Q\.••�C7`�� FV JOOD QPNCBETE• LOW BLOCK GROUTED HLOC FL Is It TRUCTURE WRUCTURi SUCTURE STRUCTURE �`j']����j''�'' •• • • • • 2 v 1/2, 22� 1-1/2'NTN 4' I�MODEL950�OAK 00,2000 (24 GA) DAY 24 SUMMIT 2T 0 MODEL• • • 3' • • PANELS • • • • • • SRE DRAIN BY 0U DAA 01/12/17 WAIN WON AVAILABLE TRACK ATIONS •• • • • • • •• • • BI aD®BY AAE DAA 07/4/07 IRC-9516-169-26 N.T.S. • •• • • • • • • • 0•• 0 • • •• • SIM 2a3 TABLE 1 TABLE TABLE 2 DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION s«0M C.A.SIR.L-ati- SECTION HEI (Menu ad hm Lft Edp) DOM c4frs HEIGHT CONFIGURATION) TOP Wkkh p"y"'_QT._t 2.11 31d 4M ah 6th M _B t-m r#-2T-#37#4 �o F (4) () on) Q.) Qn) Q.) On) HEIGHT #6 #6 #7 #8 j­ A B c D E F G H I T la 0 Shclt 26.218 48.400 71.594 04.782 21-1 lao LOW 30000 K 4 -ivy ow 30.05 W.000 89.375 ItZ. 7l...• 17 11V 36110, 53 1 V! 01/2 21" .7 13 9' 21" 21" 21" 21' 19' 19' 21" mo?"" mommm-m ummm� Shalt 2 AU 48.812 MODO 95.1811 1%3761 1 - .1 7T. 17, _ - : " 11'. :191,AV' 18l' It_0 La-V 17.15-0 49M MOOD 94.376 4118.m 13 2 IZO Bd 24.MS 48.313 MOOD 95.666 119.375 _21 '1/2 W112, 82V, 2"�: �T' �2 _!.' ll, V2_2 ShW 26.212 49J&M 73.000 06,381 ItS.720 IT2 Long W�._168 W�.0_04 a 95. V 15' 21" 19' 18, w 16, 19' 19' 21" 12-2 Bod 25.125 49JO83 73:ODO WWII 120.M 174 217- IV- 21 4.1/7'. ��T' 17.1/2 SW 27.272 5O.M 74.000 97.%F 120.728 38 112" 77.112. i -,- ­­ - 124 Wv 28.168 Moes .0 TTW2 174 umM5 g.. 3 74.ODO 98,188 IM375 7171 Weis 9' 4 1/2". 7" 14 1/2" 32 1/2- 501/2" 68112". 86 112' 100 1/2" Bw 26-825 11,91 21" 21", 21" 16' 18!' 18 21" - ;l .1. :� - :1-i-I I,, ire SW N.340 60,670 76_000 99.3W 123.800 41/2" -X� 971/2'':351/2" 5"/21,�7 _Tf_6_ 27.340 A70 75.000 1 11''0� 2 -1 - II1 11 ­ 1,11/21 .. I _11 6t Ir 0 26A26 5O.W 76.000 99.438.12"75 10' 41/2 7" 171/2" 381/2" 591/2" 771/2" 951/2 1121/2', 179 Wwd x7:34061.670 76-000 100.330 12"GO 10'6" 21" 21" 21" 21" 21" 21" Ire L,% 28.M 52AOO MOW WORD 123AD 2 2 2 2 HEIGHT 1 §"112 1 4,(Y" .7 -31. 6 Roo 73 Roo g73 'Re Oe OR Roo 21 21. 12..0 21 21" 10'6" AIT 801/2" 101,112!' ..... .!18 Ifzlj -Irr Bd 26.626 51,313 76.01)) 101688 125.375 775��7 21--: .2 Q 21 11' 41/2 7" 17 1/2" 35 1/2"" 53 1/2" 71 1/2" 89 1/2' 107 1/2" 1241/2" 1210 SIM 27.500 52.250 noOO 101.750 120,500 .I. 124AM 21" 77-.112R,:95 .2 _411 IY16 Urm 62. 77.000 101.908 12OW5 96 12 to::�29.200 6110D 77.030 IOO.5W 21" 113" IF 19, W 4 iM ..V...- 1 $8:11,2'! 59112 177 11317r --= 15?0 Shut 2&OM SILOW 7&000 103.00D 128000 18 12' 41/2", 7" 17 1/2".38 112" 591/2' 80 1/2" 101 112" 119 1/2" 1361/2" w2w . -7&VW--M -rrr__8wcF_ F IM375 96 21"1 21" 21" 19' 21" 17- 531/2!-,71 1/7 89112" 107112!,1251/2" 1421/2'? 17 2 Sh.Wt 29.000 64.00D 711000 104.01))129.000 IN 2LQ 31.20)66.100 79.000 102931)12SAM �4011. �f'411 13' 41/2"1 7- 17 1/2"138 1/2" 591/2" 77 1/2" 95112" 11_3 1/2" 131 1/2" 1481/2" -TT-2 Beal am 53.563 79.000 104.436 129.975 W -_19.1--TO­- 17:4 $fW .0 W.400 000 5.600 131.200 48 64l: 41112ll 7". 171/2'ja6f/2" 12, 1371/2-_', 15411/2.' 174 L.6 29.-025 ws-w--u.0-00 Im.100 ISM lf_4 __E�_24.025500 OO.00D I05.W T5TT7 /2" 143 1/2"1160 1/2" ING 8F.4-2-9-0 66.400 81.000 losmo 1132.2w 14' 17 1/2"138 1/2"159 1/2" 80 1/2"1101 119" 12211 176 Lorg 30.800 ft9OR $IWO 108,100 131100 lye Dead 29.121 5&OR3 81.000 1 5 66 21' lye Sh%l 3O.8OR 68.400_82.000 107.600 133.20D 17:,8 L-M 131.250 56.625 62.000 107.375 132.750 1378 Bid 129.525.55.813 82-000 tO8,188 134.375 1 Short 31.3881!t�63 111 108.7 1 . 17�10 WN 31.3401 57.170 83.000- 108.830 XWO TABLE 3 17 10 8-d 30.12515e.503 83000 109.438 i35L75 two ShM 31.566 67.763 83.938 110.113 1351!! fro L�q 33.M 5&M 84.000 109,376 134.750 of WE= MIE DOOR TRACK ATTACHMENT SPLICE 14-0 Bd 30.025 57.313 84.000 110.688 137.3L6 G H 1 1' SM4 . 84.938 111.41 7. A JAIMMIDZUK HEIGHT A B C D E F i K L M N S 14-2 Lorig 33.3405x170 85.000 110838138.660 8 jUnOIDIUMM 10ASAI mc 14-2 INlall 31.125 58.003 MOW Ill. 176 64" 777� 14-4 V.388-9163 WN-8 112.713 139.40 In on" c jAmmNiumusmi 02/04pi 14!" 27" 38" 46" 56" 14'r 34.340 60.170 86.000 111.830 137.660 14-4 0-d 31.V25 WS-13-STO-00 -TMW 140.375 Sig Sht .32.78894,0013& .068 'q 59.803 86.908 114.013 141 16'x 14' 4 A 1V MAX SIZE 7�F 112.8430D 13&600 M, 111'6 L.V n340 81.170 87.055 UW 32.125,58.563 87.ODO 114.438 41.876 DESIGN LOADS z 00 niiiiiiiiiiiiiii -WF sw 33.2-8 60.663 ST.938 116.313 +45.8 PSF 1�48 L" 2&218 44,812 88,000 �09.691 MASS I52A2 88 -49.3 PSF 65406 77�� :T'L 44l`� �27' 78" T. We 32.025 M313 88.000 B5,888 14&LTS 04057 .6" :40' 1�56 '00, % _f�wrw­99FFt�_ SUM 88.038 110,613 144.288 9.. T' 14"' 27" 38" 46" 56" 68" 78" 88 100" 14'Llo Long 23.900 45.630 07,300 80.000 ilO.MO 132.400 164.100 118.908 144. 14�10 Blll,J 31 f25 61-OM 89.000 �Vj V 147, 27" 38lo 4611� -78" 84'l. 98';% -§Fr 1510 U" 24.900 46.600 Ge,300 90.000 fli.700 133-400 165.100 I�50 li� 61.938 89.938 117.933 MAX 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" 8.0 33.825 si.813 90.ODO IIO.IW LARGE MISSILE 160 140.376 100"110!7 1 162 Sholt 34.388 62.683 90.938 119.213 147.488 IMPACT q RESISTANCE L.% 25. 47.600 W300 91.000 112.700 134,400 166.100 FACIDUCTREVIS1110 ....... 7777 14"_ �9?` 38"., 46". 761r: �68R 23: 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124". IS . 8.d 34.125 MO_11TI.-O-DO -fig_4W 141876 -- a moyl%whb do Fkffidik I %,I% 0;� 00 1 ~6 128.000 63,0006 79.&D 140.439 ,30:400,5.2.000 Imils"a06 3' 1-"' 13P 14' "OX. 4' I 1 41.71 4 Q_ 4 :"e 3' 1 4 33.688 [3 ORR 3. 3 90) 3. T_ MMIM5 IMS 7 1 .1 Wmle 1241076.4t250ib 69.We dn000 114.375 136 A 8&'�100 110" 120" Acm20.888 ~I�b T;6 :3"..14" 78 .6 Rod& ADO 7 12' 3" 14" 27" 38"146" 56" 68" 78" 88" 100" 110" 122- 136"0 __ __L -To-,100 4 Apis . 70.00 1 SUM 1116100 13BADD '66" V"L:1001, 1 24. 70 116.1192 13919-1di.T75- fly L %'!__ 1 09-1 mA -m- -375-m MWdi Produd CDRtW 2 14" -3 .70"; 122' 32;11 INS 2 117.188 o.37eTs 777- 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" ISO 71. 118.700 i38.400 MADO 165 CARRIAGE CO R7 wxsrn+seLbw we x110.2 vwsww9rnl 16.8- 25.006 71.000 lam law 102.975 B..wd 5 - 681� 19 V IR.1 25.436 71.812 118.108 14t.37a To-c-w MODICL R(24 GA)1000,2000 7! '467 56-1 4::! W.. A8"';100' 109" 122-1 1,34ll�144".1 54"L a- 72-054 11 MY T46 aN3 To ISO :110 56 OAK MUM T(U GA) 1000.2000 Is 10 SHORT,LONG,nusH.1AND OAK SUMMIT PANEIS 56* 68" 78" 88" 100" 114" 122" 1347 T46"I •1 g' 817I SRE WM BY OU I WE 03p2p ORAVIC MAW ALL TRACK ATTACHMENT SPACING+/- 2" ALLOWED WITH SYP N0.2 OR BETTER ONLY BFcwCa By MALE DAZE OS/1//OSIRC-9516-169-26