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WS-15-345 Miami Shores Village la e CITED FFB 201 Building Department 11345 1 10050 N.E2nd Avenue,Miami Shores,Rorida 33138 Tel: (305)795-2204 Fax: (305)756-8972 INS'Q:T10N UNEPHONE NUM BER 305 762-4949 FBC 20 A0 BUILDING Master Permit No. 57 PH M I T APPLJ CATI ON Sib Permit No. BUILDING ❑ REZ; RIC ❑ ROORNG ❑ BENISON ❑ aJE SION ❑RENEWAL []PLUMBING ❑ M1501-iANICAL ❑PUBUCWORKS ❑ CHANGE OF CANCaLKIION ❑ SHOP A) � J / CONTRACTOR DRAWING JJB ADDRESS /� City: Miami Shores County: Miami Dade ZR: 3 -�)16 Folio/Parcel#: I 21 00 Y- 0360 Isthe Building Historically Designated:Yes NO Occupancy Type: Load: Ve-L'�QLIJ Construction Type: Rood Zone: BFE FFEOWNER Name(Fee Simple Tiitleholder): aU V-,3 Address: 5-0 AJ 6- /Z0 Oty: ,YI ,kIZ IS /'Z 6T�� State: Zip: 3 —3/6l Tenant/Lessee Name: Phone#: Emai L CONTRACTOR Company Name: -/ I J®U 2 Phone#: %til C < y O SJR Address ssW 5 C 7 City: j�EHPI+M) 136--IL, State: Fr�. Zp:3 30c,o Qualifier Name: Phone#: Sate Certification or Registration#: C 033 / 3 � Certificate of Competency#: DESIGNER Architect/Engineer: N/ Phone#: Address: � City: Satess Zip:Value of Work for this Permit:$ auar near Fbotage of Work:-01 (o TypeofWork: ❑ Addition ❑ Alteration ❑ New. ! [�j Rep ' /Replace ElDemolition Description of Work:R&—P4°.,!5--C `J 2_ e— AjIZ,e AGJly--lam H ,4.e7' qDecify calor of color thru tile: Submittal Fee$ Permit Fee$A 0. CCF$ 00/cc$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$7-1 �-I. &0 (PeAsecIO2/24/2014) — (PeAsed02/24/2014) t Bonding Company's Name(if applicable) Bonding Company's Address Qty Elate Zp Mortgage Lender's Name(if applicable) Mortgage Lender's Address Qty Elate Zp Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for B-E37RQ PLUMBING, SGN$ POOLS FIJRNACE3$ BOILH�5i NEATBR$TANK$AIR00NDI11ON8:;:�ETC.... OWNERS 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 FECORD A NONCE OF COMM BVCB\AENT MAY RESULT IN YOUR PAYING TWICE FOR I M PROVEM BUTS TO YOUR PROPERTY. I F YOU INTEND TO OBTAIN R NANCI NG, CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE RECORDI NG YOUR NOTICE OF COMM ENCEM ENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 8gnature 8gnature Boor AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofT�I�ryy%4 ,20 t J­ � by �_da of Eggs tV& -/ 120 ( 1— by Vaaot�)iQue Vd AH:5 e who is personally known to 0&,J-JIJ.S KA-$J&Z r( ,who is personally known to me or who has produced as Mp or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARYPUBIJC _._ NOTARYPUBLIC gn: gn: Pri Print: Seal: Baal: HENRY RAtv91REZ "pr =04 NCNRY RAMIREZ 1n s MY COMPOISSION#FF 102369 [as +_ MY COMMISSION#FF 102369 �XPIRcS:March 16 ^ EXPIRES:March 16,2018 e' Bonded Tim"dotaiy Public Cnur&er, Bonded Th u Vo?ay Public Undera rters wwm,a a�,� ,- ,t**«***** w********r,r*wt**x+r*•**•w,t,tx* ' T a***** r- APPROVE:)BY �� `' Plans Examiner Zoning Elructural Review Qerk (F-vised02/24/2014) ,�►co CERTIFICATE OF LIABILITY INSURANCE DATE(MMDOMYY) 10/15/2014 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(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 �� F00 A"D No: 1420 Kensington Road E-MAIL Suite 114 ADDRESS: I Oak Brook IL 60523 INSURERS AFFORDING COVERAGE NAIC# INSURERA.WeSCQ Insurance Co �5011 INSURED 1227 INSURER B-Technology Insurance 7 Allied Doors South Florida, LLC INSURER C: 4224 West Henderson Blvd INSURER D: Tampa, FL 33629 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:828305664 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. ILTR TYPE OF INSURANCE INSR SWVD POLICY NUMBER MUBIR M/DDY/YEYri MM DDIY1 YY LIMITS GENERAL LIABILITY ., EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRU LOC $ AUTOMOBILE LIABILITY acIN_Lci Ea dent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ S _ NON-OWNED PROPPERT ntDAMAGE $ HIREDAUTOAUTOS Pd $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION N VMC3072289 10/1/2014 3/11/2015 X WC STATU- OTH- B AND EMPLOYERS'LIABILITY Y/N TWC3439749 10/1/2014 /1/2015 ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? 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/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Location Coverage Period: 10/1/2014-3/1/2015 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 ACRO CERTIFICATE OF LIABILITY INSURANCE FDA08/25/201TE Y) 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(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). NT PRODUCER C.AD Douglas Jones Jaglnsurance Group PHONE FAX 2151 LeJeune Road,Suite 308 AIC No Ext): AIC No): Coral Gables,FL 33134 E-MAIL D ones a Ins rou com Douglas Jones ADDRESS: I (@1 g 9 p• 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. ADDILTR TYPE OF INSURANCE L POLICY NUMBER MMIDDSUBIR YM/YY MEFF M/POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTE CLAIMS-MADE Al OCCUR X 103GL0000726-01 08/30/2014 08/30/2015 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 JERCOT- F—] 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 LIAB 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$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE ❑N I A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I 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 Contractora0s's 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 BUSINESSAND 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 15`1 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. IEvSE / ON Every day we work to improve the way we do business in order to r CBC033137 .t A $SUEC1 07/30/2014 serve you better. For information about our services,please log onto y. ; www.myfloridalicense.com. There you can find more information CERTIFIED BUt,` i CtICONTRACTOR about our divisions and the regulations that impact you,subscribe ROMANELLI to department newsletters and learn more about the Department's ALLIED'DOOFSOUTH FLOFRA Lr C initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. ` r 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 or Ch,489 FS and congratulations on your new license! Expiration date AUG 31_2016 1.1407300001569 DETACH HERE . RICK SCOTT GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC033t 37 ThelbUILDING CONTRACTOR ' Named below,IS CERTIFIED ,,Under the provisions of-Chapter 489 FS. Expirat on,dat&, AUG 31,201'6 µ07` ROMANELLI, DENNIS M LALLIED DQOR;S SOUTH FLORIDA, LLC + . 151.S}N 5TH CT r� ff POMPANO BEACH "'L"33060 ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW SEQ#; L1407300001569 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 3o,2015 DBA: Receipt#'GENERALB861 CONTRACTOR (BUILDING' Business Name:ALLIED DOORS SOUTH FLORIDA LLC GENERAL T pe: y CONTR) Owner Name:DENNIS M ROMANELLI Business Opened:10/01/I:993 Business Location:151 SW 5 CT State/County/Cert/Reg:CBC033137 POMPANO BEACH Exemption Code: Business Phone:954-942-8551 Rooms Seats Employees Machines Professionals 10 For Vending Business Only Number©f Machines: Vending Type: _ Tax Amount Transfer Fee NSFFee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0,00 0.00 9.00 2'7- 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 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. Marling Address: ALLIED DOORS SOUTH FLORIDA LLC Receipt #r1CP-13-00012167 151 SW 5 CT Paid 08/14/2014 27.00 POMPANO BEACH, FL 33060 2014 . 2015 ,Ac CERTIFICATE OF LIABILITY INSURANCE 312E(MMIDD/YYYY) 3/3/2015 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Risk Management Underwriters, Inc. PHONE - -47 A/C No): 1420 Kensington RoadE-MAIL Suite 114 ADDRESS: Oak Brook IL 60523 INSURERS AFFORDING COVERAGE NAIC# INSURER A.TeChnology Insurance Go 42376 INSURED 1227 INSURERB.WeSCO Insurance 1 Cohesive Networks, Inc.Alt, Empl: INSURERC: Allied Doors South Florida, LLC INSURERD: 4224 West Henderson Blvd Tampa FL 33629 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:511842560 REVISION NUMBER: THIS I$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 ADDL SUBR POLICY EFF POLICY EXP LTR INR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE El OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 17 POLICY PRO LOC $ AUTOMOBILE LIABILITY Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION N TWC3468545 /1/2015 /1/2016 X I WC STATU- I OTH- B AND EMPLOYERS'LIABILITY Y/N WWC3468545 /1/2015 /1/2016 _LIM ER ANY PROPRIETOR/PARTNER/EXECUTIVEN/A E.L.EACH ACCIDENT $1,000,000 D? OFFICER/MEMBER EXCLUDE (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS beiow I I I 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, LLC 151 SW 5th Court,Pompano Beach, FL, 33060-Client#63594 Contractor's License Number CBC033137 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miama 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 Q r 3-os03, 06 CITY C- 7 FEB 1 7Copy 01 . BY: " A P r ll i n Ep� " f jr 1 Z 0 €r DE- t I?G C? '? I t 1 • • • • • • • • # >UNIF-OT-10 COMPLIANCE WITH ALL FEDEIIAL I •• i i i • i • • • i jA F AND MJNTY R:1f F=S ANO R7=Gi' LAl'(;rvS � ••• . .f• 000 0 0 r 4i,narr 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 I'r EXPOSURE D Mean Design Pressure Mean Design Pressure IMean Design Pressure Mean Design Pressure' Door Door Roof floor Door Roof Door, Door Roof idth Hei t Mei ht Positive Ne tive idth Hei ht±Leight Positive Ne ative Width Hei ht Fie!ht Positive Ne alive Widthl Hei ht [iei ht Positive Ne alive 7 3'S:B 44.7 8 8 35.2 -44.0 8 7 43.2 -54.2'' 8 8. 42.7 -53.4 00�0111111111m 9 8 34.9 -43.4 9 7 42.8; 53.5' 9 : 8 42.4 -5216 16 7 33.8 41.0 16 8 15 33.4 -40.4 16 7 1 41.0' -49.81 16 8 15 40.6 -4960 ? 18 7 33.5 1 -40.4 1 18 8 33.1 -39.7 1,18 7 40.6; -49.1 118 8 40.2 -4812 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< -54A 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 -50.4( 16 8 16 410 -49`5 18 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41.14, -49.6' 18 8 F 40.6 48.8 8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 I' -55.4 8 8 43.7 -54x5 9 7 17 36.2 -45.2 9 8 17 35.8 -44.5 9 7 17 43.7.! -54.6 9 8 17 43,3 -53:8 16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 -50,9 16 $ 41:4 -50:1 `> 18 7 34.3 -41.5 18 8 34.0 -40.8 18 7 41.5x1 -50.2» 18 f 8 41`<.1 ,49:3 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 =5&9c 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 16 7 42.3''- -51A 16 8 41.9 -50.6 3 18 7 34.8 -42.0 18 8 34.4 -41.3 18 7 41.9` -50.7: 18 8 41.5 -49.8 8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 -56.5`: 88 44:5 -55:'6 9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 9 7 19 44.6` -55.7 9 8 19 44:1 -54;8 16 7 35.5 43.1 16 8 35.1 42.4 16 7 427;' 51.9 16 8 ' 42!3 -51;0 j 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 8 8 44`.9 -56:1 9 7 20 37.5 -46.8 9 8 20 37.1 -46.1 9 7 20 45.0 -56.2 9 8 0 44.5 -55:3 16 7 35.9 -43.6 16 8 35.5 -42.9 16 7 43.1< -52,4 167778 42.6 -51:5 18 7 35.5 -43.0 18 8 35.2 42.2 18 1 7 1 42.7 1 -51.6 18N18 '42.2 -50.7 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 45`.3 56:6 9 7 37.8 -47.3 9 8 37.5 -46.5 9 7 45.4 -56.71 9 4419 -55.8 16 7 21 36.2 -44.1 16 8 21 35.9 -43.3 16 7 21 43.4 52.8 16 '; 21 43.0 -51:9 I' 18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52.0 18 s' 42.6 -51.1 8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9 8 45.7 -57.0 9 7 22 38.2 -47.7 9 8 22 37.8 -47.0 9 , 7 22 45.7 -57.1 9 22 45.3 -56.2 16 7 36.6 445 16 8 36.2 43.7 16' 7 43.8 -53.3 16 8 433 - 52t3 18 7 36.3 -43.8 18 8 35.9 -43.1 18 ' 7 43.4 52.5 18 8 4219' -51.6 ' 8 7 38.9 -48.9 8 8 38.5 -48.1 8 -- 17 46.5 -58.4 8 8 46.0 -57:5 9 7 23 38.6 -48.2 9 8 23 38.2 -47.4 9 7 23 46.1 -57.6 9 a, 23 45.6 56.7 16 7 36.9 44.9 16 8 36.6 -44.2 16 7 44.1 -53.7 16 8--, 43x7 52:8 18 7 36.6 44.2 18 8 36.2 -43.5 18 7 43.7 -52.9 18 i1 8 43.3 -52:0 8 7 39.3 -49.3 8 8 38.9 -48.58 r 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 24j 46.4 -58.0 ' 9 8 ' 24 46:0 -57.1 16 7 37.3 -45.3 16 8 36.9 _744 6 16 7 44,5 '-54,1 16 8 44.0 -53.1 18 7 36.9 -44.6 18 8 36.6 -43.9 18 7 ' 44.1 -53.3 1s 8 „ 43;6 -513 8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47.21 X59.2 8 8 46.7 -58.3 i 9 7 39.3 -49.0 9 8 38.9 -48.3 9' 7 46.8 s -58.4 9 8 46.3 -57:5- 16 7 25 37.6 -45.7 16 8 25 37.2 -44.9 16 7 gg 44,8: 54.4: '16 8 25 44.3 -53.5 18 7 37.3 -45.0 18 8 36.9 -44.3 18 7 44.4 -53.6 18 --, 8 43:9 -52.7 Notes: 1 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. • • •••• •••••• 5) Most garage door openings will not be located completely in zone 5. Therefore individual a •••• •�."""`L'f•x• Co calculations will result in lower pressures. opi • •x •• • 6) For mean roof heights less than 15',use 15'pressures. o rn + xx c 7) This Table is only to be used in conjunction with Amarr Garage Doors. u# t' ,x'""•+, `+ • • `-`LL Y J'� • �[ • w t• dQ • • •:N u • •R`V _ • 165 Carriage Court-Winston-Salem,North Carona 27105 a a • ` • • •• S • O� •Phone(336)744-5100.Fax(336)744-5815 ° www.amarr.com v ••►•• T • E $ A ; i w•4=• •1• 0*. �v ••�•• ': • sn FL `•t� *,,� �� � ��#7••k CONI �Ln MIAMRME 14IIAl4II-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/economv Amarr Garage Doors 125 Carriage Conrt 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 Comity RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur-the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Herit immit 1000,2000 Steel Sectional Garage Door up to 9'-0" Wide(DP+5101,-60.3 ) APPROVAL DOCUMENT:Dra ing No.IRC-9509-180-21,title "Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,S it.,L and Oa it Panels",sheets lthrough 3 of 3, dated 03/14/2003,with revision B date 10/13/2011,prepare y 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 perfortnance 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: Tile 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 itn its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distrilautors aind 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 ev id encu pagal''.1, m well • as approval document mentioned above. • 0000.. The submitted documentation was reviewed by Carlos M.Utrera,P.E. ;•••• 0000 0000 vi 0 0 NOA 1'0'��-t�03W .. MIAMI•DAOECoutJTY Expiration mbe�'d,xfil Appu•oval§ate:Augus , 3 ' ( ...:Page 1....:. Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit, (24 GA) 1000, 2000, Short,Long,Flush and Oak Summit Panels", sheets lthrough 3 of 3,dated 03/14/2003,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 0129.01-1311,prepared by American Test Lab,Inc., dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'a 7'Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab, Inc.,Test Report No. ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA #08-0718.01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A.,dated 04/11/2013,signed and sealed by Thomas L. Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L. Shelmerd ne,P.E. "Subnti'tted under NOA#08-0718.01" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 0000 1. Statement letter of code confonnai 10 FBC an no financial iliteregt issued�y••• •••••• Structural Solutions,PA.,dated 04 1/2013,signe d sealed by To L:Shelryer-dige,P.E. •• .. .. 0000.. .c • �7 �J �GC'r� . . 0000. •..ftj-los Mi j�jp,P.E.• • Prect!ttet Control Examiner••••• •-:--f4OANo11-1f03.06••:••• ExpiratioRe0ftte: Septembei•4,2018•--•:- Appraff date:August 8,2013 -• E-1 . • . . 000000 0000.. ADJUSTABLE ROLLER CARRIER ATTACKED Y/CP)1/4'x 1/2' 4GA DURASATE BOLT S NUT PER—Y CENTER HINGE ATTACHED 3 G0.FLAG BRACKET ATTACHED TO WOOD O V/(4)114'x 3/4' JAMH HEX HEAD SCREWS )2'THICK 2 GA COMMERCIAL TRACKV/1(4)1/4x5BOLTS TO 20x 5/8 TRACKSPLICE TGP FIXTURE ATTACHED V/ BOLTS AND NUTS (4)U4'x 3/4'HEX HEAD SCREWS 3 5/e'MA.R-TRUSS ATTACHED ADJUSTABLE SLIDE BRACKET ATTACHED 12 GA GALV.COMMERCIAL V/2)1/4'x 3/4' V/(2)1/4'x 1/2'BOLT AND TUTS TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 GL MN EXTERIOR SKIN A7 TACKED V/(4)1M'x EACH CENTER STILE • w/BAKED ON POLYESTER FNISN 3/4'HEX HEAD SCREWS2'IB BALL STEEL -.. PER BRACKET •• V MIN STEN SPIRE TRACKS AT THIS LOCATION TYPICAL TOP FIXTURES • - W/(4) JAB VAIN(73TRACK )9/18 DIA.1-5/8' M.T.S. S S LAG BOLTS SEE(TABLE 2)ON PAGE `� (SPLICE RELONMENDED SECTION ATION TYPICA D ASAFE CENTER HINGE (1 6•DIA x 1-5/B• N.T.S. �1— LAC T ATTACHED TO JAMB G>35/8.22GA tl A7 8 BRACKET R-TRUSS PER SEC 12 GA. V.STEEL 1 JANE 8R 7S T (T G ATTACHED (1)1/4'-20 (TOP) N TRACK SP BOLT&NUT -E ST]lE Si 2 TOP SECTION ONLY � I IOCpTED IN RING£NOLE[S> ON F I THROUGH HOLES FOR STRUT END H H ATTACHMENT(IF STRUT 14 GA E IS REDIURED) D 6 C 0 C D SEE(TABLE 3>ON PAGE B Q FOR JAMB BRACKET SPA G A O /� TRACK CONFIGURATION FOR •UP To 14'TALL DOORS STILE TYPICAL STILE STIFFENER/, T 3 51011%22 (3 5/-T ,( R-TRUSS)GALV. 0.ATTACH V (4) .2/4'S LOCATION— SEE TABLE BE 341)1 SEE CT )ON PAGE 3 N.LS 'J HEX HEAD SCREWS AT x 3/� FOR STILE PL F SPACING STILE AND(2)1/4•x 3/ HEAD SCREWS AT EACH CENT MAX - STILE INSIDE ELEVATION ADJUSTABLE SLIDE BRACKET A N.T.S. 14 GBURASAFE 1)2.206A STRUT AT ATTACHED V/(2)1/4-20x ENDMGE ATTACKED BOTTOM PANEL 5/9'TRACK BOLTS AND NUIIV HEX HEAD SCREWS 14 GA DURASAFE AJUSTABLE CONT.STE0.RETAINER OMS=C H1lM ROLLER CARRIERS ATTACHED TO TWO 2)REVS OF THREE(3) V/80TTOH SEAL 3 5/9'MCA R-TRUSS W/2) 4GA DURARVE VENTS EQUALS I5 SO.INCHE '/,Y A NHiN7W WBTP FH:Hla &RS iD�OB-11-08 90P 1/4'X 3/4'HEX HEAD SCREW ROLLER CARRIERS ATTACHED _IL TO END STILE V/CC 1/4'z 3/4' HEX HEAD SCREWS PER CARRIER SECTION A-A IDE ME8 M1SW ID no 10/17/11 IBC o e N.T.S _ a •. 2'10 HALL STEEL 9A x 114E ei« p!�!`6111111.'ySIASC �! ^ 3 S/H'EWA. = 9'LONG STEN ROLLER - R-TRUSS OPTIONAL VENT DETAI DESIGN LOADSeS�Qc?,••GEN�S° ���0 2l ATTACHED V/(•O = SLIDE LOCM ENGAGES INTO VERTICAL 6 +51.1 PSF p Z �' TRACK ON BOTH SIDES 5/8'KIN N.LS �" w V�• 8 0 1/•FiEAD.11' EE ENGAGEMENT(SNAP LATCH,OR LOGO LARGE M 1 S S L E -BD.3 P u d BAR OPTIONAL)ATTACH V/(21 U4•x 3/4'HEX HEAD SCREWS ua •' Z, I ;? f r•'k is IMPACT RESISTANT Eg � ac e g% STINA OF :0J N. ICAC DURASAFE END HINGE/ T LARGE MISSLE rU °L•,,0 A, �Q•.\e e 5/16'x 1 5/8'LAG 2'2DGA STRUT IMPACT 6 o N, S MOUIDNG ATTACHED V yyyy J`- •••Q'a� ^LL 3 3/4•MIN NFIE708LE SEAL �•GALV.STEEL ENE STILE SCREW(ll PER 2>1/4'X 3/4' RESISTANCE n 4•,4�SS"1�•yyl^•.•,,••'•C�,� BY ST ) ATTACHED YITH C7)TOGt- JAMB BRACKET HEX HEAD SCREWS E '�• ,V1YA,'d\�, ?3 •-I (��Y� A •f TO DOORS SKIN AND 2) '�� • I ;;TL (3y20 �(tST TOG-L-LDC AT THE TOP AND AT END AND CENTER €"�C� /j81111B1111E a— • � H' BOTTOM RAIL STILES I- • •• �T-L ar H slv� (1)SILT neTA0IA. ..9 PROWCY MF.W7SfD vy • • • •O INTERIOR FACE PER ROLLER Oe80HWY1RB �� e BOTTOM BRACKET 165 CARRIAGE COURT VINMON-SALEN,N.C. 27105 VVVAVAARZOM •e• rn • 2'10 BALL STEL 13 GA ATTACHED MODEL 860 HBRITAGB(24 GA) 1000,2000 •• r 5'MIN STEM ROLLER HHEX VA3HEpD'S[REVS M C Stra MODEL 866 OAK SUMMIT(24 CA) 1000,2000 SHORT,LONG•PLUSH,AND OAK SUMMIT PANELS • • • • S.X 22fA • • Y CATV.S7E0.(RACK (3 5/8'R- S) TRACK THICKNESS ABS• �� wv DRAYBIS HBW • U4-20 x AND NU[K• �(IS • • TYPICAL BOTTOM BRACKET/ ,1 T 92E DRAYN BY HJ DAIS • ICE®OLT A}➢NUT • • • • CONT.VER A'JANE 2 • 0 f ••TRA ?A0Ua11NG DETAIL (ND.z OR B'mEMRj N.T.S 8 O03BY ►f DMI[ w/1ya7 - - - 21 • • • ••• • Ism 101 3 NTS 0:0 Z) oco • • • • • • • • • • ••• • • • ••• • • { SPECIFICATIONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF. +230.0 LBS/FT & -271.4 LBS/FT INTERIOR OF GARAGE 3. DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. MAX. VADTH 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`MGH 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 DRAWNG IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REWIRES 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.MAA 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 pyL�-F arWwp OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE AyT:r•;Iyle/ra'.aa. COUNTY UNDER THIS NOTICE OF ACCEPTANCE SUN - SOa,LTC, 14�i1•to• i$ wdea W00 T TO STRUCTURE IL, HS<TSMOFIRM A AIRMAUA BIWFBGMflm&R3=)08-11-00501 5/ X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 20'D.C.(1 1/2'EMBEDMENT) 8 U01lWTOFBCBTO 10/13/8 OR w-@ i/E' NIlf7 St.rtEVE 3✓8'X E-3F{`ST♦RTIIC 6'FROM ENDS THEN 18'6C.(1 L/4'VRIE £Nl"t MAX SIZE ,,\111111/11/1//j' I VIRib�.T)3/M X 4•STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'ENSUMENT) 9'X 14' g, \ �.SHE( a Y 6 + ATTACHMENT TO HOLLOW C-90 -K DESIGN LOAD �i ��, P`' •EN•,��iS7,, 'c .. SIMPSO If4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS M 4,40 `C ••\G S� Q Qa 1/2'EMBEDMENT) +51.1 PSF ,,,E om�; \. l� ••:f" Os° _ -60.3 Psf a LL ,� MN 04 FASTENERS(3'APART)AT S'U.C.O 1/4'EMBEDHENT) ...� 2 X 6 VERTICAL JAMB ATTACH NT TO GROUTED -90 BLOCK(2000 PSI t HILTI SLEEVE ANCHOR3/8'%2-3/4' G 6'FROM ENDS THEN 22'O.C.O 1/4' � e EMBEDMENT)(OR,USE FASTENERS FOR HOL BLOCK) �« 'ST%� STATE OF �/ "` 7 3. $a LARGE MISSLE v-r' ,oA• !1/ ,R 8 1LAGS AND BOLTS CAN BE COUNTE TO PROVI FLUSH MOUNTING SURFACE. IMPACT r'X •• -'a^• �(O p T��'•����� �" a I t pd 3 ''PREPARATION WOOD JAMBS THERE RESISTANCE s�AcS,S/OA4��(`j��� 23 •• i• • •• o VOODCONCRETE LLOW BLOCK GRWTEO BLOC °� !!l//fillii\To\\, • i • • i STRUCTURE STRUCTURE RUCTURE STRUCTURE �� age; i 1/2' MIN I 2-3/4'MIN 2'MIN 4' 165 CARRIAM O T VMNNT NXIL Kt 27105 WWNNRRAM I 2X6 JAMB MODEL 050 HERITAGE(24 GA)1000,2000 ••• ••• • YP• 3'MIN MODEL 855 OAX SUMMIT(24 GA) 1000,2000 • • • • A710 SHORT,LANG, FLUSH.AND OAK SUMMIT PANELS AILABLE TR • • • SUE1 WAIN BY RJJ DAIE 07/0/03 IMMIX MW ' IRC-9509-180 21 • •• • •• • • e =a BT AAE DME B3/II/Bs 9RT 4 OF 3 • • • • • • • • • • TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDEDCenter Stile Location DOOR SECTION HEIGHTS Section HEIGHT SECTION CONFIGURATION) TOP (Measured from Left Edge) HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 - PanelType Width 1st 2st 3rd A 14`Q" 21"= 21" 29 21"'_2T`' "21' 21' 21".. (ft) (In) (in) (in) /2- 16 34"- 52 70 i/2 13'6" 21" 21" 21' 21" 21" 18' 18" 21" B'o shore za.612 4soRo 71 aea go T 5112" 18" 7" " 112 21"` 21" 21" 18"' 18" 18" 18" 21 e';0 Long 24.000 48.000 72.000 `mm"moggo 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 8'.0 Bead 24.625 48.000 71.375 2' " " l- IT, Short 2a.3 6 49;000 73.6$4 120.' 21"` 21" 21' 21_"r.21. .18 . "21' 8'6"=` 51/2;:19' 37€ 5$' :76': 94 1!2 8'2 Long 24.500 49.000 73.500 9' 51/2" 13" 31" 49" 67' 85" 100 1/2" 21" 21" 21 18" 18" 18" 21 8',2 Bead 25.125 49.000 72.875 16. 34", -52" 70" 88" '. 106 1/2 11 0" 21 1$" 18" 18 18," 18`.' 2-1.7 B'4 Short :,. 24.580 .50:000 75:420 10' 51/2" 16" 37" 58 76" 94" 112 1/2" 10'6" 21" 21" 21" 21" 21" 21" 8:4 tong 25.000 50.000 75.000 1I2"s``-16" 37?' S8". 79 100"- 118;1/2" 10`0" 21 29" 21" 18" 18 21'.':i 8'.4 Bead 25.625 50.000 74.375 11' 5112 16" 34" 52" 70 88 106" 124 1/2" 9'6" 21" 18" 18" 18" 18" 21" 8 6 ' Short 26.028 . 51:000" 75:971 6" 51/2' 1 B" 37." 58''. 76 .94" `112" ±. 130:112';` 8,6 Long 25.500 51.000 76.500 66 Bead 26.125 51.000 75.875 12' 5112" 16" 37" 58" 79" 100" 118" 136 1/2" 8'6" 21" 21" 21° 18" 21" s`8, Short 26.659 52.000. 77341- 12V 7:341 12'6" 5.1/2';;,16" 34:! 62` =70 88" 106" ._.124"7 a°:8 Long 26.000 52.000 78.000 13' 51/2" 16" 37" 58" 76" 94" 112" 130" 1481/2 T 6" 1$" 18" 18" 18" 8'!8 Bead 26.625 52.000 77.375 5 112'': 16". 37_ 58'- '79 '!00',' ;118 13611 154:1/2. + 8'-10 Sh9,t 27A34. 53.000, 78;966 8' 14' 51/2" 16" 37" 58" 79" 100 121" 142" 1601/2" " _ " 10 Long 26.500 53.000 79.500 8':10 Bead 27.125 53.000 1 78.875 TABLE 3 s o Short 27.596 54:000 80.404- DOOR 0.404 DOOR TRACK ATTACHMENT SPLICE 910 1 Long 27.000 54.000 1 81.000 go I Bead 1 27.625 54.000 1 80.375 lijHEI D E F G H 6" .14°. 4 70 t AF W 76" KY I WWU Or MMS I DME 16T igiiiiiiiiii A /RR.WOlW 71W t61 A1D1Q�&PGI AO®OB-Ii-BB 9CM 8' 1 3" 14" 27" 38" 4611 56" 68" 78" 8811 2 UDA1DIDC2019 Ioml Drc Bit,, 3"; :14" 27° 3$" 46";:. 56" 68 78" .88" - 94`.' MAX SIZE ^� `,, ,AAA SHf j ,,, 9•.14 • .s,� I " " n u " n .u " �� " DESIGN LOAD o0o rJ`". (• e -.. 9 3 14 27 38 46 56 68 78 88 100 +51.1 PSP cEni''•F9 ° q� -60.3 PSF 9'6" 311 14" 27" ,3$'? 46" 561 -=68" 78" 88" 98" 106" LLLL �� No 0048579 10 3 14 27 38 46 56 68 78 88 100 112 E a >x •.� 10'C" 3": '14" '27" 38" AV!-.- STATE 56 68'A '7$" $$"` 100" 110" 118" _ STATE fC LAS MISSLE 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" RESISTANCE a�fis,c�0 R I[MPACT •• i?.. I n, U; u n n - u " + " e� dg°9SiONI1LG�00000 `� • 3; •1 2.3 .3..8. 46 -: 56 68.. ,7,$. 88.; 100 11Q 120 930 �"FL 'OjAeAuaeeaAA � ••• 3{' 1 16 27% 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" F MEVIVIS F,,,,, •• •12'6" 3'`• 21" .38" .46 : .56": ;8$" .78" .$8" 100" .109." 122" 132" 142" N,UL 2tfL9+ � 13' 3" 14" 27" 38" 46 56" 68" 78" 88" 100" 114" 122" 134" 149' 1f4CWIAGECR1„INSTM-MEK KC. E7,�,�,,,,.�=•I MODEL 950 HRRITAGE(24 GA) 1000,2000 • •13'.;6" 3{'f 14" 'Q " $ " 46" 78" 9" 122"88" 100" 10 134" 144° :154" M Pta"C"nYoi MODEL 055 OAK SUMADT(24 GA) 1000,2000 • • • - > SHORT.TONG,FLUSH,AND OAK SUMMIT PANELS • 1.4' .1 3'; 14" 27" 3$" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" 9a VM8Y PJJ wK a{hym Raraxc MA•A • BI Omn a ml DALE 03,4,m IRC-9509-180-21 • • • ;09 • ALL TR*CK AT14cHMENT SPACING +/- 2" ALLOWED PATH SYP OR SPF NO. 2 OR BETTER ONLY Ism 3 OF 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •