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WS-15-2228 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242651 Permit Number: WS-9-15-2228 Scheduled Inspection Date: September 23, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: EDMISTON, SUE Work Classification: Garage Door Job Address:790 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060141860 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 Building Department Comments REPLACE 1 EXISTING 8 X 7 01 H GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 22,2015 For Inspections please call: (305)762-4949 Page 14 of 35 I 01 Miami Shores Village �m#Type., Ile10050 N.E.2nd Avenue NE � �� i llv�'�C� 7 ta � Miami Shores,FL 33138-0000 Phone: (305)795-2204 r ; -Mm" a � � �+ ut 911 �f 3= Expiration: /201 Project Address Parcel Number Applicant 790 NE 95 Street 1132060141860 SUE EDMISTON Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SUE EDMISTON 790 NE 95 Street MIAMI SHORES FL 33138-2515 Contractor(s) Phone Cell Phone Valuation: $ 655.00 ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 Total Sq Feet: 56 Type of Work:REPLACE 1 EXISTING 8 X 7 01 H GARAGE 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-9-15-56916 DBPR Fee $2.00 DCA Fee $2.00 09/01/2015 Check#:3307 $50.00 $74.60 Education Surcharge $0.20 09/10/2015 Check#:3324 $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 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 fo CTRICAL,P LIMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDA IT: I ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and n ng. F t ermore,I authorize the above-named contractor to do the work stated. N September 10,2015 Aut i natu e:Owner / Applicant / Contractor / Agent Date Building Department Copy September 10,2015 1 Miami Shores Village - Building DepartmentSEP � Y 201 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 v; INSPECTION LINE PHONE NUMBER:(305)762-4949 AFIBC 20 14 BUILDING Master Permit No. W,5 -9- 15-2Z 28 PERMIT APPLICATION Sub Permit No. E?IfUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `7J�U Iy R 5 6H ¢ City: Miami Shores County: Miami Dade Zip: /JO Folio/Parcel#:11 -3 Z.d(P -D14 - 19(020 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFEE:: FFE: q 1V� OWNER:rName(Fee Simple Titleholderj of S 6 Am isiny) Phone#:3&-j4g0`01"1 Address: l`� E P43 S� City: Ill lLl X11 S KO 0�s State: T—L Zip: 33/3 K Tenant/Lessee Name: 1V Phone#: Email: 1 /; CONTRACTOR:Company /Name:A II ICA �®l�S c3b. EL, L L C Phone#: g5�f-GgZ ��5y Address: 61 S9, 51-0 51-0 C-f C1tyTM'-D0-M State: EL Qualifier Name: Phone#: State Certification or Registration#: C o / Certificate of Competency#: DESIGNER:Architect/Engineer: / Phone#: Address: �" City: State: /� Zip: Value of Work for this Permit:$ (p55•D® Square/Linear Footage of Work: 6l0 Type of Work: ❑ Addition /� 0 Alteration c ❑ New G`/ [�epair/Replace ❑ Demolition (r�-l. Description of Work: Ll I -ey-I Sh (tP D X -7 10 l/ H 96Ka`e- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CO CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ r 6 0 (Revised02/24/2014) f � t 1 I /A Bonding Company's Name(if applicable) '4VV/�V'" 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. Q Signature 5�474, U Signature i OWNER or AGENT CONTRACTOR The foregoing instrumAnt was acknowledged before me this The foregoing instrume was acknowledged before me this _day of 20 by af day onf 20 / ,by �tJM ISiO rX,who is Lsfi6l'n to 1 nn �61 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Ak 40—C4 Sig Sign: c Print: Print: Seal: ,�,w�aoa�� CA LYDIA M LAROCCA Seal: �� " �'' �Q1Ppr �e,;, LYDIA M LAROC r`• •°= Notary Public-State of Florida �?• ;°�= Notary Public- CA State of Florida QE My Comm.Expires Jun 5,2018 •Q; My Comm.Expires Jun 5,2018 o,.• Commission#FF 90891 f �a•• Commission#FF 090691 �� 1<w`ah�*�**w�x�*���** �*wax*�*ww****�xww�**�•t�*�� w*�MPe1�lkix**w APPROVED BY lJ ans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA n �� 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 33064 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 R. Every day we work to improve the way we do business in order to CBC033137 10SUi4 D'. 07/30/2014 serve you better. For Information about our services,please log onto www.myttoridalicense.com. There you can find more information CERTIFIED BUIU31NG CONTRACTOR. about our divisions and the regulations that impact you,subscribe ROMANELLI,D VNIS to department newsletters and loam more about the Department's ALLIED DOORS:St�lUTH`FLDttt:? t,LLC initiatives. Our mission at the Department is:License Effic lently,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.498.FS. and congratulations on your new Dcsnsei ftbs nd :nu039,2016 147 1g6B DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL,REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ; CB=137 The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration dater AUG.31,2.616 ROMANELLI,DENNIS.M. 1' ALLIED DOORS SOUTH., LLC 451 SW 5TH CT ' POMPANO BEACH 'FL 33060 ISSUED., 07/3012014 DISPLAYAS REQUIRED BY LAW SEQ# L14073MOO1569 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#.180- L8CONTRACTOR (BUILD Business Name:ALLIED DOORS SOUTH FLORIDA LLC Business Typv*GENF NTR) Owner Name:DENNIS M ROMANELLI Business Opened:lo/01/1993 Business Location:151 SW 5 CT State/County/Cert/Reg:CBC033137 POMPANO BEACH Exemption Code: Business Phone:954-9428551 F; Rooms Seats Employees Machines Professionals 10 For Vending Business Only Number of Machines: Vending T pe: Tax Amount Transfer*Fee NSF Fee Penalty. Prior Years Collection Cost Total Paid 27.00 0.00 0.00 " o.00 o.00 0.00 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 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. Mailing Address: ALLIED DOORS SOUTH FLORIDA LLC Receipt #ICP-14-00016704 151 SW 5 CT Paid 07/21/2015 27.00 POMPANO BEACH, FL 33060 07/20/2015 Effective Data 2015 . 2016 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT :n 115 S. Andrews Ave., Rrh. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: Receipt#;180-158861 ALLIED DOORS SOUTH FLORIDA LLC C3l3ATF1FtAI� CONTRAC"T,OR; (8[TiLDI Business Name: Business•TYpe:corrrR) c; Owner Name:DENNIS M ROMANELLI Business Opened:10/01/1993 ' - Business Location:151 SW 5 CT State/County/Cert/Reg:CBC033137 : POMPANO BEACH Exerftptlon Code: Business Phone:954-94a5t r� Rooms Sats Emliyee is nes Professionals 10 f For Vendinj Business n Number of Machines: Vending Tye: w }a E`Collection Cost Total Paid P Tax Amount Transfer Fee H, ...I �: w,, m h, a 27.00 0.00 a; _„ d.0 ,: k � 0.00 27.00 k THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS v 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 x 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. Y. k` Mailing Address: ALLIED DOORS SOUTH FLORIDA LLC Receipt #1CP-13-00012167 151 SW 5 CT Paid 08/14/2014 27.00 POMPANO BEACH, FL 33060 �n q7 4 201 .... .x. .. .; c..,,' t, *�`£, za--�x , 'r t,. -:a •,� . ,i -,� _ ., may_.;;. _i..i , r ALLIE-2 OP ID:VD ACQRL7►m CERTIFICATE OF LIABILITY INSURANCE DATE(M �•.--'" osiz5120i2o14 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 terns 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 CNAMEACT Douglas Jones Jag Insurance Group PHONE FAX 2151 LeJeune Road,Suite 308 A/c No Ext: A/c No): Coral Gables,FL 33134 EMAIL D ones a ins rou com Douglas Jones ADDRESS: j � 9 9 p• INSURERS)AFFORDING COVERAGE NAIC# INSURER A:COLONY INSURANCE CO. INSURED Allied Doors South Florida LLC INSURER 13: 151 SW 5th Court INSURERC: 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 LIMnB LTR POLICY NUMBER MM/DD MWOO A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED CLAIMS-MADE X OCCUR X 103GL000072602 08/30/2015 08/30/2016 PREMISES Ea occurrence $ 100,00 X $2,500 BI PD Ded MED EXP(Any one person) $ 5,000 PERSONAL to ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY 1 JEa 7 LOC PRODUCTS-COMP/OPAGG $ 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 H RED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acciderrt UMBRELLA LIARX OCCUR EACH OCCURRENCE $ 3,000,00 A X EXCESSLIAB CLAIMS-MADE S169667 08/30/2015 08/30/2016 AGGREGATE $ 3,000,00 DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? �N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES(ACORD 111,Additional Remarks Schedule,my be attached H more space Is required) CERTIFICATE HOLDED IS LISTED AS ADDITIONAL INSURED. STATE OF FL DEPT.OF BUSINESS CONTRACTOR'S LICENSE#CBC033137 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2ND AVENUE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE � ) ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD A�P CERTIFICATE OF LIABILITY INSURANCE DA 6/18/2015Y� 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 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 terns 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 Risk Transfer Insurance Agency,LLC NAME. FAX 707 East Washington Street AICNNo No. :866 481-663 AIc 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:8FC6BU5Y 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 S POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DO MM/DD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEIT__ COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE 1-1OCCURMED EXP(Any one person) $ PERSONAL B ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PROT LOC $ AUTOMOBILE LUABILITY CEOs eBBIINdED,SINGLE LIMIT $ ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOSNON-OWNED PROPERTY DAMAGE $ AUTOS Per accident — N $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION TWC3453352 12/31/2014 12/31/2015X Wc sTATUI OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER /E ANY PROPRIETOR/PARTNERXECUTNE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? El 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 $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,I 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. CITY OF MIAMI SHORES AUTHORIZED REPRESENTATIVE 10050 NE 2ND AVENUE 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 a 040 . • • . . . . . . • 96 jo �VE 2815.• . : ••• 0 0, :•• ..' -�' '236, copy P X 1 - MUS I BE ON . JOB ATAME OF INSPECTION .�---� Miami Shores Village , i I - s ZONING DEPT BLDGMEPT SUBJECT TO COMPLIANCE WTH ALL FEDERAL. - STATE AND COUNTY RULES AND REGULATIONS a _ � z SLtf Uq�15J-Do ISD S+ -4Qarr =000 WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS ENTRE��MATIC FLORIDA BUILDING CODE STH EDITION(2014) DADE COUNTY FLORIDA 175 MPH EXPOSURE C EXPOSURE C EXPOSURE p;;' EXPOSURE}3 Mean Desi n Pressure Mean Design Pressure Mean Design l�reasuke . Meanrt.Nrsssurs Door Door Door Roof Door Dont::.Roof 1 Gor Door":Roof e ht Hei ht Positive N a Width Hei ht Hei ht Positive Negative Width.Hei ktt He ht Positive N" tiv WkitF Het "}te` "Positive a 8 7 35.6 -44.7 8 8 35.2 -44.0 8 T 432' '"54.2. 9 8 15 34.9 -43.4 9 `.1 428 16 7 33.8 41.0 16 8 33.4 40.4 .16 7 ". v44.0 49:8 16 8 40,61 -0.0 18 7 1 33.5 -40A 18 8 33.1 -39.7 18 7 8 7 36.1 -45.3 8 8 35.7 -44.6 8 7 43:7 -54.8: 8 " '"6 43.Z._ "%'4 9 7 16 35.7 -44.6 9 8 16 35.4 -43.9 9 7 16 "%433' a . .': 9. 8.: 16 42 8 -63:2 16 7 34.2 41.6 16 8 33.9 -40.9 16 7 41.4 5G.4= 16 6': 410 49 5-d 18 7 33.9 41.0 18 8 33.6 40.3 18 8 7 36.5 -45.9 8 8 36.2 -45.1 8 .':>! 7 44.1::: ::-W4 9 7 17 36.2 -45.2 9 8 17 35.8 -44.6 43 T =54:6 9 8- 17 433 V:538 16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 50.9' 16 8 41.4 ' 50.1 18 7 34.3 1 41.5 18 1 8 1 34.0 40.8 18 1 7, 41.5 50 2 18 8 41.1 . „-M19.3;s 8 7 37.0 -46.4 8 8 36.8 45.7 �8 7 44.6 -55.9 $ ?: „"$" 44«1 . ,aR55.1• 9 7 36.6 -45.8 9 8 36.3 -45.0 9 16 7 18 3b.1 42.7 16 8 18 34.7 41.9 16 7 . 42A _ 54.4 16.>: &- Y8 41.9 ��50.6, 18 7 34.8 -42.0 18 8 34.4 -41.3 18 7 i�41.9f 50.7' 18 .8.. 415,: -494- 8 7 37.4 -46.9 8 8 37.0 -46.256.6 z 8 8 44.5'' - .6 9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 19 19 441 4.8..r 16 7 35.5 43.1 16 8 35.1 42.4 161, 7 42 T. `519' '16 8: %-42.3. 5F:0 18 7 35.2 -42.5 18 8 34.8 -41.8 18 7 y423> ,.x.51.1 18 8.;- R;3.9 8 7 37.8 -47.4 8 8 37.4 46.7 8 7 '-45.4 -57.0' 8 9 7 2U 37.5 -46.8" 9 8 2U 37.1 -46.1 9 7 2U. "45 0 56.2 _9 $ � 44.5 ' =55 3 16 7 35.9 -43.6 16 8 35.5 42.9 16 7 43.1 -5Z,4 ,16 18 7• •• 35.5 43.0 1 18 8 35.2 42.2 .18 7,: 427• 18 • 8+ 7• • • 38.2 49.9 8 8 37.8 47.2 8 7 45,4, 57.5'x' $ 8-; 45.3."" -$6:6 ••• 721 37.8 747.3 9 8 21 37.5 -46.5 9 7 21 45.4; -56.7- 9 8 . 24 449 55.8 • -16 8 . 16 7• ••• 36.2 44.1 16 8 35.9 43.3 16 7 43.4. �52 8 ••• 7 35.9 363.4 18 1 8 1 35.5 42.7 18 7 , . 4337 7520 77W7 8 x:.42.6 51,1' • 0 8 7 0 38.6 •48.4• 8 8 38.2 -47.7 8 7 .546.1 -57.9' 8 8 45.757!0 • 7 38.2 7. 9 8 22 37.8 -47.0 9 7 45.7' 57.1 9 8 - 4WAZO: =56.2' 18 7• 021• 38.6 4x1.5 16 8 36.2 43.7 16 7 43.8' ">-533' 16 8•• 7 36.3 18 8 35.9 X3.1 18 7 ;43:4' 5245.: X18""i .8 z5 t:6 • 000080 7 ••• 38.9 •48.5 8 8 38.5 48.1 8 7" . • 7 • 38.6 •,.1 9 8 38.2 -47.4 9 7 46.1' S7 6 1,} 8 '456 =5617 • 00!T 7 36.9 16 8 23 36.6 44.2 16 7 .44:1 .53.71, 16 5 `23 • 7 • 36.6 18 8 36.2 43.5 18 §r 7. 43,T 52.9, 1$. 8" 43.3 -52A • ••0M 7 • • 39.3 • 8 8 38.9 -48.5 8 7 46.$> 58.8` 8 8 48.4 .9 •• 9 7 •24 38.9 4&G 9 8 24 38.5 47.9 9 7 24, 48.4 58.0 9 8 24 46 0 -571 •• 1 7 ••• 37.3 5.3 16 8 36.9 -44.6 16 'S 7 44.5^- ��541' 16 0 1 7 • 36.9 44.6 18 8 1 36.6 43.9 18 7 441' S33'J 18 8 43.6-" X523' 8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47.2' 59.2'' !8 8 48:7 58:3 9 7 25 39.3 49.0 9 8 25 38.9 -48.3 9 7 25 46.8' -58A 911, 8 25 46 3 5fi 5 16 7 37.6 45.7 16 8 37.2 44.9 16 7 %44:8' 54:4 16 J .8 44.3! `5315 18 7 37.3 X5.0 18 8 36.9 -44.3 18 7 .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 H. 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 no be located completely in zone 5. Therefore individual n_ •.*" '•.. calculations will result in lower pressures. in, •+' ••. 4r4 6) For mean roof heights less than 15',use 15'pressures. ,•+ �"' •«� S z 7) This Table is only to be used in conjunction with Amarr Garage Doors. 2 E +" As•`""••s,+ c J lL i s •,� f s avNe V J •. ♦ f Mc�'i 't C wa z a n �' I�J19. 6�9 + 165 Carriage Court.Winston-Salem,North Carolina 27105 a;a • , y Phone(336)744-5100•Fax(336)744-5815 www.amarr.com E -�-� * L •a > -y * •* i a 'R c H- •+s +�� 4 T w E �• "t�.ws+s " •, �. 2 3 t P 1 MIAMI•DADE MIAMI 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) wwyyminmida&gov1eceqokn1 Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage it 1000,2000 Steel Sectional Garage Door up to 9'-0"Wide(DP+51.1,-60.3 PSF) APPROVAL DOCUMENT:Drawing .IRC-9509-180-21,t' d"Model 950 Heritage&Model 655 Oak • ;J�m�nrit,(24 G�)•1000,2000,Short,L remit Panels",sheets lthrough 3 of 3,dated •••••• 03/1442003,Nitli rCvision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by 0 0 0 0. 'xdih'aL L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the '• Notice of A"o take number and expiration date by the Miami-Dade County Product Control Section. • •••• 0WXLE IWI&T RATING:Large and Small Missile Impact Resistant 0 0•,0' LABELING!VpOrmanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Amar,modeTAImber,the positive and negative design pressure rating,indicate impact rated if applicable, •••• insfallation fi s7pction drawing reference number,approval number(NOA),the applicable test standards,and ...•, 1Jp sJatemeg0t rT*;&0yng`Miami-Dade County Product Control Approved' is to be located on the door's side •. 'Ija"ottotp arWe,or inner surface of a panel. 0:0 0 0 0 RFIC'WAI•of this NOA shall be considered after a renewal application has been filed and there has been no change 'iaAke 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 NOA#13-0503.06 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 15-4509.11 CMIAM[iDEDACO1JN Expiration a e: , 1�g/�!5 Approval Date:July 16,2015 d'! ( Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.06" 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 "Submitted under NOA#13-0503.06" 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 B 117,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 diagrain 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 "'•: ••••• '•alo g with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with •;•••• Durgsafo,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test • ••R%Wrt No.ATL 0311.01-0311,dated 06/22/2006,signed and sealed by David W.Johnson, "" .....: .'PX.'"Submitted under NOA#08-0718.01" ..... . . ...... ••• co,:::•CAIATIONS "Submitted under NOA#13-0503.06" :9000: 1. .0 AWJior calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and ...... .... ..haled by Thomas L.Shelmerdine,P.E. '. '..' :2. . Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and 009090 0 ••••• ••sealed by Thomas L.Shelmerdine,P.E. "Submitted 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 00 1. Statement letter of code conformance to the 5th editi (2014)FBC no financial interest issued by Structural Solutions,PA.,dated 04/08/20 aced b Tomas L. Shelmerdine,P.E. 07 09 Za1� Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 . . . ... . . . ... . . . . . . . . . . ARJSTARLE ROLLER CARRIER • • • • • ••• ATTACHED V/GO V4' 0 o BOLT 6 NOT PER)BAGEL • • • • • iE DtHNA�S�AEFr�• 3 6M1 FLAB$gAG{E!ATTACKED 70 V® _ • • •• • CO Vi'x ••• V//(3)VAG DIA X 1-9/A'LAO BOTS AND TD HEAD SIJ 8'THC( ix1 CONKERCIAI. TRACK V/(4)1/4'-80 x II/O TRACK SPLICE • • • • • • • 7�FI%TURE ATTACHED W BILIS AND RUTS • • ••• ••• • <4)1/4•x3/4•HEX TOAD SCREWS 3 B/W 22U R-TRUSS ATTACKED ADJUSTABLE SLIDE BRACKET ATIACED 12 OA UALV.CONtERCIAL V/(H)1/4•x 3/4• Y/(R)1AV x I&-BOLT AND INTS 70P ROLLER BRACKET :_ NO HEAD SCREWS AT 24 OA 101 IXIFOdi SHIN ATTACEG V/C4f W x CACI CIERTFA STDE a/RAKED OR POLYESTER FINISH 3/4'HEX HEAD SCREWSPER RRRCK!T • 2'D BALL STEEL - S'H m STEN ROLLER ••• 1 •• v•••• •• ••• •• TYPICAL • • • • • •• • W wLAO c1OiFO • • • •• • • xk IH-UDt/Be ' SFE(TAKE R)DH PAGE 3 RECOMMENDED sECIIDI Y,«„ATYPICN AS&E • • ltAG�T AATTTACH:D TO J)JUB �1ra ••• •• O>3 3/B'28i4W AT FA JAID BRACKET R.-TRUSS PER SETT 1 t ' H2 aL CALK Sm i iTIRGDFiHD TRACK LZ 1/a•-2I �R�E N TAAtlt BPIICE T&NUT MAIM NNCE I�BN.EOi) am TOP SECTIGH MY F D 2 ' H AID�TT�fTF STMII 14 E EE(TABLE 3)ON Pao C JABS BRACdET SPACIIS fl o a o O TRACK CONI'MRAAOV FOR 8'8•UP TO 14'TAU GDGRS STILE ♦ TYPICAL STILE STIFFENER/c\ 3 BRO'H X 22 B0. LOCAIIOi A ,� ATTACHED W(4)S 1/4'x 3/4'S SEE TABLE PAGE 3 SEE(TABLE D TBI PASS 3 N•T�• HER IUD SCREWS AT EACH ENI FlO STILE FDR STRUT SPACING STAB AND OU I/41 x 3/4•HEX B,ro,(INC HEAD SCREWS AT EACH CENTER STILE INSIDE ELEVATION ADJUSTABLE SLOE BRACKET N.xr. 14 rL MAVXAFE )2'BOGA STOIT AT ATTACHED VAID 1/4-80 x END HINGE ATTACHED 8GT N PAt1E1. S/8'YMCK BOATS AND MUT WO141 x S4HEX ' 14 OA OSA3AFE AJSTABLE STS-mAwERPH�°A') IR 00011H OF I' DAZE GELLER CARRIERS ATTACHED TO TWO RRppVVSS pFeVT HIRTTGR SEN.3 3/B'2EGA R-TRUSS V/(e) 4GA DURASAFE VENTS EOWS191/4•X 3/4'HEX HEAD SCR ROLLER FARRIERS ATTACHED IfE ATB END STILE W/0)V4'x 3/4' TVD HEX HEAD SCREWS PER CARRIERSECTION A-A(SIDEDEV1EW1 B 1lDfIDATRUSS ILM 8'10 BALL STFEI.B/8' ,r Ld.YG sTEH emLER OIBNiTI LO 24jQ;sEN SLIDE LOCK ENMAM D(TO VERTICAL O +81.1 PSF ...SSS EH q' \G S(.`'^°Q A1l43/f TRACK UH RUTH SIDES D/e'IDI 6 -80.3 PSF q`�l`�:' � 00 •:fn s HEAD ��NN , ;��x LARGE MISSLE 3/4 HER HEAD SCREWS NWGE IMPACT RESISTANT �` � � � f� ' AtIRASAFE ENO '• STAT 4F TYPICAL 3 LARGE HASSLE $Q .•C TLY�giCp MS.s)Ur LAG e•eOA STRUT WACT .] ��s h�°• 3 3/4•CRN. i4/ ++1L A�Tr� vh37Mxm 7DEt0G-i'TDL ,�W(1)PERT �AvaAC'x°y% RtSIsrANFB P°'iSSS%CjNp1-�S\p°°°� g§ sIBERDGH ( BY�OXSyTEAf1SFH)p�g TG ROOM MUN ND(iD HEX HEAD SCREWS �� PTtlinannl°0' $�St CU 20 MAIM RYITH(8) TDG-L-LOC AT BO TOM� AT ENO AND CSr41iTL� TO"-L AT THE TOP ANO BOf7ON Rm AmDS1I VSEINTERIOR B*T®. e e Atxept•Ita 140 �• BOTTOM BRACKET Zvi ISO CAMDEW uAOU WDBTON-S U".RG 87M vwaalmAxkM -_ • �'Y`'•'t' - - -:i'"-,2.`•.: _ 8'N BALL STEEL 13 GA ATTACHED uonsr.sso 118RfrAas(Ba OA)1Dso.¢oso • -.,�_'.,' -:. ..:'•.:•:• i G'HItT STEN ROLLERWA N[D•SCR�173 i ffiODBL ON OAK 8U)Otl_-(B4 OA)1000,9000 Sim x 1H!GA 1•oAty gam,TRitOt SHOAT,IAHO.BLIIS(L AND OAR 80860T PAI4ATS O)1/4-00 x D/B•iRACX p 5/8•R-Im= TRAO(TwpGERS.OeY54£ WHIR W DAR 09214 QT�IDMAm SH.TCE BOLT AND NUT PER CO1x HRTHQN.JAWS U7d..HOTT'OM)INACICET JAMB BRACKET TRACK A60LINTING DETAIL aTP•'BPP N.Ta B me BY La DAR OTh1/N f�:-9509-1811-2f (e0.2 OR SETING ISM I OF 3 . . •.. . . . ... • • ••• • • • • ••• • • • • • ••• • • • • I • • • • • •• Sptg*AmO '100 too FROM TH1.ALL E M TOAD�}IE LOAD IM-THE S O�TO THE YER�C nIA618SCAL TRACI(. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS R MA pfUM vESX t t4pADS OFj• •• +230.0 LBS/FT & 271,4s /F • • • • • • • INTERIOR OF GARAGE 3.DOOR AND HARDWARE WAW.BE i 46WD•MAYUFACTU@M•• • AND INSTALLED WITH STANDARDS AS Si{T FWTH48Y SASMA.• • MAX.WFDTH G'0" 4.DOOR SE IONS SHALL BE 64 M_._(1021•)A4•I.MElBOR6M • ROLLED FORMED.W/BAK®ON PG! ASH • • ••• •• 6 DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 8/8-R-TRUSS PER SE07M DESIGN LOADS 6. PD ORACE 3OWX(4)SECTIONS REFER TO TABLES 1 AND 2 +230. SEE NOTE 2 -274 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A RECISTRED PROFESSIONAL EMOMR FOR WND LOADS INDICATED ON THIS DRAYN 40 IN ADDT110N 70 OTHER LOADINGS, B. 'MIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTMIO OF ALL COILS USED M FABRICATE DOOR PANELS UNDER 7110 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 IAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR.THE MANUFACTURER SML MAIL.TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECONS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PRODUCI'Dwlm bIW PhODTJCyTyRBVL4Bp OF 32.000 PSI OR MORE SHAD.BE USED TO MAKE DOOR PANELS FOR DADE �msTpyMr•d®ISeT? �Tfi/11/1bfAaPio1M• COUNTY UNDER THIS NOTICE OF ACCEPTANCE. Alm fib•� � r l� 81 Radut WOOD JAMB ATTACHMENT TO STRUCTURE �PmBTTISm ouL n ENT IM IMM FRAME SM-CMA ATlTAA0HA2D/1BC KID.BbdcP6TF¢®CB-If-fb aft S/16•%3•LAG SCF2E ST TNG 6'FROH ENDS TFEN 20. r,(1 LirENBEDMENT)WRTICALA UDTIODFBC 7DI0CONCRETE VIPM BDLT 3/B•F4*=9vAR FRU ENDS THEN 24.04 Q Ire'ENZEUHEND ENWMAX S� I W//RAMTI W SLEEVE D<TRU-BILT)3%G'START 4'STARTDN6'FROM ENDS THM E4THEM IW ar- !MC.M 1 ➢RENT) e•x 14• .n'S�.SHEj �os1- p °E 611 PSF WLTI t/4•X B-3/4'KYDC-CtRltl*SmmSTAR77NG 6•FROM ENDS,USE PAIRS OF -60.3 PSF ppp o , 2t11� FASTENERS(d'APART)AT B•OC.O 1/4'EHRETDIENT) GROUll HILTI VE 3/8'X 1-3/4'STARTING 'FRpI ETAS T 2R'0.G O 1/4• t EHBEDXFNT)(DR,USE FASTENERS FOR H®AGV C-"BLDCIO LARGE STATE 9 xLAGS AND RULTS CAN BE A FLUSH AMINTING SURFACG IMPACT P I w',CZ ZPWARATDTN OF W=JAMES RESISTANT J gg °° i'S......CONCRETE L STRUCTURE SSTTRilCTIm TURE STRITCTiA2E DD v' FL of [It . .I} ,.. I� .- 'l 165 CArinum mar vamp"xJ 0 vwaxARRM I BQ7(gg2-3/4'T�( L-Ire•NW 9" Main ago 8gg-(24GA)1008.HOao JAN a -« Ono SUORRA IIONDSI,60 O.i AX BDOi DTAIDS OAK))805t1t�lT PAANBUS AVA31ABLE TRACK ONS SKI D•wTR cul UK m/o/uT I IBm - N .S - 6I=sITT AAEJ oAa wAqw I ALT t BF s •• •• • • • •• •• • • TABLE 1 ,a• •'• TAEU.2i .: :•• TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED: • • • OQOR • S ION HEIGHTS Seaton rS�Loc HEIGHT SECTION CONFIGURATION) OP • 9EW?§HxT Dtm #4 #6 #5 #7 #8 - �Go Edge) T 51/2" 18" 37" b8" _ 781/+� 13'6" 21" 21" 21" 21" 21" 18" 18" 21" g :- ••• •12"'� 421 W 18" 411BIt 18" 18" 18" 18" 21" 0 Bead 24.626 48.000 71.375 8' 51/2" 16" 34' 52" 70" 881 i • • m- 10a na i i W. - . 812 L 24600 49.009 73.600 9' 51/2" 13° 431" +49" 87° 86'. 1001/2" 1 '8 1 1" 1" 18" 18" 18" -21" 8 j2 Bead 25,226 49.000 72.875 10' 51/2" 16° 37° 58" 78" 94" 1121!2 10'6" 21" 21" 21" 21" y21° 21" e'I4 Long 26.000 60. 0 ti 76.000 'u WA Bead 25.826 60.000 74.376 _. IT. 51/2" 16' 34" 62" 70" 88" 108" 1241/2 9'6" 21" 18" 18" 18" 18" 21" f-"ffm 1 via Long 25.500 61.0m 76 ff4=01 F-mill• _ 8'a Bead 26.128 51.000 75.975 12' 51/2" 18' 3T' 58" 79" 100" 118 1381/2" 8-6- 21" 21" 21" 18" 21" '� "x�,„ ; § [ •= - ,.: b 9':a 26.000 62.000 78.000 13' 6112' 18° 537" 58" 78" 94" 112" 130" 1481/2" 8" 1$° 18" 18" "p 828 Owd 28.625 62.000 77.375 a. 14' S 112" 16" 37" 58" 79" 100" 121" 142' 160 1/2° "' -` CIO Long 28.500 now 79.690 W'140 Bead 27.125 63,000 1 75.876 TABLE 3 48 t DOOR TRACK ATTACHMENT SPLICE °o „�ng 27.009 64.000 81.30° HEIGHT D E F G H 1 J K L M N SWPM a W11.1 aj0 Beaa 27.62' Sa.oOo eo.s7s 7' 3" 14° 27" 38" 46" •56" 68" 76" � o�smma�ans aea: r a g .,..-� .� A Ati�IYriONFBG6t'pL�&PMA 03-f1-W� 8 V' 14" 27" 38" .46" 56" 68" 78" 88" a "OWWWWO °e°�bbbL�SHE°A°0ji° � 9' =3" 1411127" 38" 46" 56"' 68" 78" 88" 100" orcN Lono °•°Q5 c, Ai' ;c'9p°m P1100 'R6Nlv6D +811 PSF a• - - F124- ,4 dd -etia a gm�, NoMom_�tn utrn " unnuu 'If -u. '*_ ,�10 3 27 38 46 56 68 78 88 100 m �1f LARGE AMBLEa � TATEOP11' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 110" RMsrAACTKC6 m ',L O.. .?4'���a°° a.Wo 1111 r n n r " " n'�6 " " v n n " " r HAO9bK."ftASVIBBD 12 3 14 2T 38 46 56 88 78 88 FL 100 110 122 13G ...� xscarpSpleSt+�arbt7nl� �„ { a. Mmmm 13' 3" 14" 27" X38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" to usAw emu VMTO*,=Xx RA am VVVAU"m momm Sao asmzwmu(aa u c000,MO co" MOD"soouc auue[rrxo ae�iooa,MO son,LANG,Rum oaB u►GAAT FAN8rs 14 N' 14" 27" 38" 46' 56" 68" 78" 100" 114" 122" 134" 146" A 160" aam m oul am 03ms I mm ow B 1 moor AM I aur wvm in-8fr18-180-21 ALL TRACK ATTACHMENT SPACING+/- 2'ALLOWED PATH W OR SPF NO.2 OR SETTER ONLY SIM 3 G 3