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WS-17-1014 permit 166 1 -1014 Miami Shores Village Pelimit Type:WjCtd s1ShUttGr8 10050 N.E.2nd Avenue NE _aassqftcaii ,,Garai Door Miami Shores,FL 33138-0000 Per 'emlit Status:APpF2RVEP Phone: (305)795 2204 412012011 1 Expiration: )Oil712 17 Project Address Parcel Number Applicant 9880 NE 9 Avenue 1132060142400 JENS SCHWARTE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JENS SCHWARTE 9880 NE 9 Avenue (305)987-3741 MIAMI SHORES FL 33138- 3 Contractors) Phone Cell Phone Valuation: $ 800.00 GARAGE DOOR SOLUTIONS CORP (786)546-2879 Total Sq Feet: 0 _. Type of Work:REPLACE EXISTING GARAGE DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info:REPLACE EXISTING GARAGE DOOR Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-4-17-63671 DBPR Fee $2.00 DCA Fee $2.00 04/20/2017 Credit Card $74.60 $50.00 Education Surcharge $0.20 04/12/2017 Credit Card $50.00 $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 for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS A IDA I I certify t at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d ni g. uthe ore, authorize the above-named contractor to do the work stated. April 20, 2017 Authori / pplicant / Contractor / Agent Date Build in Department Copy April 20,2017 1 y�,� �a� � GARAGE DOOR SOLUTIONS,CORP April 14,2017 State of Florida County of Miami Dade This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of the project for the garage door installation work to be done for Jens Schwarte.Site address:9880 Ne 9th Av, Miami Shores FI 33138 Juan Matute will be the only person working on the project. Sincerely, ,,Tu an Matute -Y Personally Know Or Produced Identification Type of Identification Produced Print,Type or Stamp N m of Notary OVITA OLANDA RUBIO ARY PUBLIC E OF FLORIDA m#FF053361 Garage Door Solutions Corp m 9/1112017 275 Fontainebleau Blvd,Suite#160A,Miami,FI 33172•Direct line:786 546 2879.Office:786 953 6581• www.garagedoorsolutionsmiami.com -, Miami Shores Village Rtt1vt8 do Building Department A00AY 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 O Tel:(30S)795-2204 Fax:(30S)7S6-8972�\ INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBCC 201U BUILDING Master Permit No. INS I .1c)) PERMIT APPLICATION Sub Permit No. ILDING ❑ ELECTRIC E] ROOFING REVISION EXTENSION RENEWAL PLUMBING M MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION E] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 00 C R-"- Ave . City: Miami Shores CounMiami Dade zip: Folio/Parcel# //-3oW Q —cV qC- Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Fluod Zone: BFE: F(F,E: (,g CWN,FP,Naw (Fee- p#B T;51aEa�id �" � �h Phnn :e�os Address:`-� �1��.Av --� -- ��>`y: � ►�.�,°����—` ��4��: �� a_ IoW: �� � 3 41 LLMT€RAC 0Fk:Lo rnpany Name:� 1" - l(i y r Phun.� Cit"e. �`��/ State: C -_� ;Zip Qualifier Name: - U``'3 �T`� Phones. /'��S R Stiare l:e�ii"ri`at�v�a Ofi'legiSti ation k+: 'L�:frt6�iu'.e7 �u+ Alrmsy __- - _ ,Ci1tj: Mate Zip: r —- Value at Work tar this Permit:$, ��® 3yiva�ee/Linea�V-44ta6ti Addiiiur+ LJI Kltcra4ua Fina �µ urf L. it uu8u Gl // r f Sperry color of color thrix Nlw -__ 5"hneol"Pl Fee$ _ Permit Fes f- �_'� CCF$ CO/CC$ Scanning Fee a— - --- Radon Fee Noury 4"i6mA66v'reg Fz s Double re's a Yt4AL Okk WVU Wi OUE r • Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lenders 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. Signature Signatur 77 OWNER or AGENT CONTRACTO The foregoing instrumen was ackno ledged before me this The foregoing Instrume was ackn ledged before me this da f » 20 by l day of ri .20 by i ho is personally known to s? t� who is personally known to me or who has produced -c— as me or who has produced Arc—, — as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: I Sign: Sign: Print: Print DA LN � V tDWA�t�l� YOLANRUBIO Seal NOTARY PUBLIC Seal: NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA CYommm#FIFO 1 Comm#FF053361 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SKc.r MMN „,„ Miami Shores Village Building Department R ► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The for o. was acknowledge before a this / day of '— By t7c§ Bele-'a�”-� who is personally known to me or has produced Q C_> as identification. Notary:*4�__ YO.. RUBIO SEAL: NOTARY PUBLIC ,:STATE OF FLORIDA Mires 911112017 ham. n1=1" � ILA y ��° `„�,'�f1C��S Vit,-;qP_l � /� �•� ,�, _ J F' BY DATE= oog -_- 17, a Ce 6;2?� FJECT 10 CC MrPll,, NCE WI FH All FEDERAL • • IN IaTE ANL) IjFq,Y rfLL-S ArJD REUULATICPdS 0000.. � � rS=t . r 0000.. .. . �, e S 0000.. .6.6.• .6 . ..... 0000. . •6 0066•• 0000. 0000 _ l • 0000 0000.. 0000.. •666 -6-o6•• 0 • •.6. • 66 • . . • '�. 0000•. •• . . • ,as . R RECEIVE® _ APR 12 2017 r- air ENTREAMA'TIC WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C EXPOSURE C EXPOSURE C EXPOSURE C Door Door Mean n Pressure Door Door Mean Desi Pressure [boor Door Mean Design Pressure Wtdth HNght Rcof Positive Negative Width Height Roof Postale Negative Width Height Roof Positive Negative ft ft Height ft ft Height f ft ft Height Od Psi 8 8 35.2 -44.0 8 9 34.9 -43A 9-- 7 35.3 -44.0 9 8 15 34.9 -43.4 8 9 15 34.6 -427 18 8 33.4 -40.4 16 9 33.1 39.7 18 7 33.5 -40.4 18 8 33.1 -39.7 18 9 32.8 -39.1 8 7 38.9 -45.3 8 8 35.7 -44.6 8 9 35.4 9 7 16 35.7 -44.6' 8 8 16 36A -43.9 9 9 16 34.6 -427 16 7 34.2 -41.6 16 8 33.9 -40.9 16 9 33.1 39.7 18 7 33.9 -41.0 18 8 33.6 -40.3 18 9 32.8 39.1 8 7 36.5 -45.9 8 8 36.2 45.1 8 9 35.8 44.5 9 7 17 36.2 -45.2 9 8 17 35.8 -44Z 9 9 17 34.6 42.7 16 7 34.7 42.1 16 8 34.3 -41.4 16 9 33.1 39.7 18 7 34.3 41.5 18 8 34.0 -40.8 18 9 3=8 39.1 8 7 37.0 -46.4 8 36. -=47 8 9 38.3 -46.0 9 7 18 36.6 45.8 9 6 98 36.3 -45.0 9 9 18 34.6 -42.7 16 7 35.1 -42.7 16 8 34.7 -41S 16 9 33.1 39.7 18 7 34.8 X2.0 18 8 34.4 -41.3 18 9 32.8 39.1 8 7 37.4 46.9 8 8 37.0 -46.2 9 38.7 -45.6 9 7 19 37.1 46.3 9 8 19 36.7 -45.6 9 9 19 34.6 -42.7 16 7 35.5 -43.1 16 8 35.1 42 4 16 9 33.1 39.7 18 7 35.2 -42.5 18 8 34.8 -41.8 18 9 32.8 -39.1 8 7 37.8 -47.4 8 8 37.4 -46.7 8 9 37.1 .1 9 7 20 37.5 -48.8 9 8 20 37.1 -46.1 9 9 20 34.6 -42.7 16 7 35.9 -43.6 16 6 35.5 -42.8 18 9 33.1 39.7 18 7 35.5 -43.0 18 8 35.2 -42.2 18 9 328 39.1 8 7 38.2M4-48.4 8 8 37.8 47.2 8 9 37.5 -46.5 9 7 21 37.8 9 8 21 37.5 -46.5 8 9 21 34.6 -42.7 16 7 36.2 16 8 35.9 .3 16 9 33.1 .7 18 7 35.9 18 8 35.5 -42.7 18 9 32.8 39.1 8 7 38.6 8 8 38.2 -47.7 8 9 37.8 -47.0 9 7 2238.2 922 37.8 -47.0 9 9 ' 22 34.6 -42.7 16 7 36.6 16 8 36.2 -43.7 16 9 33.1 -39.7 18 7 36.3 18 8 35.9 43.1 18 9 328 39.1 8 7 38.948.9 8 38.6 -48.1 8 9 -47.4 9 7 38.8 48.2 8 8 23 38.2 -47A 9 9 23 34.6 .42.7 16 7 36.9 -44 9 16 8 36.6 -44.2 16 9 33.1 39.7 18 7 36.6 -44 2 18 8 38.2 43.5 18 9 328 39.1 8 7 39.3 -49.3 8 38.9 .5 8 9 38.5 .47.9 9 7 24 38.9 -48.6 9 24 38.5 47.9 9 9 24M34.6 -47.7 16 7 37.3 -45.3 16 881 36.9 -44.6 18 8 38.7' 16 7 36.9 -44.6 18 36.6 -43 18 9 .1 8 7. 39.6 -49.7 8 8 38.2 -49.0 8 9 -48.3 9 7 YS 39.3 -49.0 9 8 25 38.9 -48.3 9 8 25 -42.7 18 7 37.6 45.7 1637.2 -44.9 16 9 -39.7 18 7 37. 45.0 18 36. -44.3 18 9 . 391 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. 4) The design pressures assume the entire door's width is In the end zone(zone 5)of the building. 5) Most garage�ropenrnis •_&jJIpo*d:orWfe%inzone5. Therefore individual ■•■�■••,.«,• ;2 calculabongNUilresuitfniovubrpressereat • • IzN ,• ••• 6) For mean roof helphts 1866 titan 35' rsg 1 E:Asurk g Eq' `,, !•� ,�� 7) This Table is&IV to 111b tr8ed IftbnJuACtlonlMth Amw Garage Doors. • • •i■,..■•,• �• AOPT >? tu • • Ca ■ 1 165 Carriage Court•WInston-Salem,North Carolina 27105 _ r�� i BTA OF' i Phone(336)744-5100•Fax(336)7445815 •� ++• •�' ; www.amarr.com000 0 ;C• +* �'•,,•w,i*' �• �LL • •• •• ••• • •• •• , ••• • • ••• • • .0 4 MIAMwDAL?E MIAMI DADS COUNTY fflmm 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) wwti.mlamldade.eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 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&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 91-0"Wide(DP+51.1,-60.3 PSI) APPROVAL DOCUMENT:Drawing No.IRC-9509-190-21i titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,.Flush and Oak Surnmit 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 Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number, the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A q)py ofVs.'enorgN•04 sballbe provided to the user by the manufacturer or its distributors and- shall be available for hVpectjcl gt4tJe#obsije qt t g request of the Building Official. This NOA revises N(YA}x,13- 0306*cl cggOs of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted docupggtjttion was ig liew id by Carlos M.Utrera,P.E. ... . • •.' :'CIAMMW= NOA No 15-0505.11 �,DECO Expiration Date:September 4,2018 Approval Date:July 16,2015 ... . . ... d Page 1 ... 40 . . . . . . . . . . ••• • • • ••• • • t a Aman•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. Addendtun 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 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'x 7'Mode1950D 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 NDA#08-0718.01" C. CALCULATIONS "Submitted under NOA#13-0503.06" 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.Shelmerdine,P.E. "Submitted under NDA#08-0718.01" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. StatqnentTekeur1 of ci&d'on bvMnce to the 51h edition(2014)FBC and no financial interest issued-1 y S�tr��i�ot ••al S&i�Ww.PA.,dated 04/08/2015,signed and sealed b Tomas L. Shellritrrditie P.E? •• _ 09 04 Zo13 • 0:6 ••• 0:0 Carlos M.Utrera,P.E. • ••• Product Control Examiner • NOA No 15-11505.11 . .. . . .. . . . Expiration Date: September 4,2018 Approval Date:July 16,2015 . . •. ••• . . . . . . . . . ... 0 . . . . . . .. .. . . . .. .. . ... . . AMIABLE ROLLER MRRIER ATTACM W f8/V4•x yr o a 111.7.&MIT vu BRACKET 1cow ma hiTAt31Ea aA n AO DRACM AtIMISD TD WOOD Y/t.VS•x WS WW M SM U%X 1rS LAG SILTS AND TO IO7I Hw SCREWS S•7N[QC GA X1 /1'At. TRA ZZ Y/CO VI'-BO x 3/S TRACK SPLIT Ttp iIXR@E ATTACF®w STILTS AND um 3/4-WX IRM SWIM 3 SOW MMIL R-TRUSS ATtt�R AADAWABE I� T12 ATEAOEa TW ROLLER T -- RLx WAADVS�HS AT VAD 1/4 x 1/R•�T A%D RafS ATTAMD V/t0 US'x can C4(iRt STILE a R�µgp P�.TEStOt SRN e/V IR1I PER BY Po I"ST¢L -_- twmm TTPM&T REa' :N TART 3ttx 1aaLEt1 = _ 1a - ' 1Aa 11pJ8 •am CTAI.E m BR PAGE 8 Pot 5 • •. ROEo SiBTIFR Cil AT@i r-A 0.TWICAL MMSAM CENTER 1UNGE_T p, ua eat.T�Tiiw�o 1�0 awe ••• •• • • v 3w.� AT FA aW SRAORST • • T(OISR PER 8[CfmR • •• ~� _.. 18 BA.OALY SM • T ATTAOF1/P-� - iRAdt T&RUT STILE 3TffFEf m t81 .:. .• . 2 . . 3 �TpsrnQa'T • • • TROIR 1 ML13 Fat sTntl Rm 1lttaa: 000 •• ATTAVOW STAR 14 RA •• •• • • IS ••• tb . 4 • • 8EE(TARE 31 OR PAOx 3 ..C OR im BRACKET SPACES. ••• •• _ TRACK COA MMTM FOR W UP TO 1M TAIL 0000 • BIRE• • •1 C L . T �� R-T0188I GZ 8TET3.R-TSUSE • LOCATIat` a �� ATTACiAE7D V/U1 V♦'x 3/1• ••• •• •.2 t 3 TUR 8R1AIT�in pm 3 R.TA `5 ia'ft ROAD SCREWS AT EU31 Ra • • �Y•Svs AMW(0T��CCHTtMR is a 9'-0•RAX STg,E INSIDE ELEVATION R.T.& -14 SL MIRMWE A RttTAG1ED V/t0 V4-ED x DID HI SC �1tif AT 41 PPARM E/8•TRACK BILTE ARDy4scom ''2/*'H Oak BLOW= 81/EL RETA1ICCt RA 4TTAICHMM >gAgA4AiE 4tliT3 EdUL4 17 v/B01T®{BE/L rttofaDlJ�llawrrfbl�t R6A atY 3 Ent•am R-TRUSS v/tq Ra11R URRiC88 ATTACI#b O•�yQoil A MER�IA•�F8'.{�@S&16fA1�E@- 9® UI'%3/1•tE7t ISA➢ TD EO SIRE Y/0)VV x 3/41 All IAD 1ff% A SEC HM SCREWS PER EARRnTt 7 710N A- VM B tFOt®TofRCBOe mfOjO DRC &LS. R Ul BALL SiEIl -WA%0• SIZE ,oT,181881AbdFd� � 3 E/8.2K% s•Lam 9fAa{BILLER %t4 S6°jOCJ,,,,SNE( rr0/i Ali YT/�t�9 SLUE LOCKEkTA=,Mm VERTICAL UPTI[B+Td. >�TAIL 6 �I1 LOAN tats PSF .��.•°�. F'°°. TRACK OB Ha7RIRS S8/a•FOR Us -60.3 PW Zj SCREWS BFIX UZ V4 x LARGE MiSSLE IWy IMPACT RESISTANT TXIRASAFE END HUM3 •' STA OF P Ens•x 1 EnP LAo r STRUT B��r `64.c ;rt 4119Q'p �`C LAW LUSSLE 3 vmoi,mm (�� 14T�en vhno'm� MUST aD V TTATM'' m Aa w CENTER"PER M LO-LW AT mm�Tw AID CI '•+IESTI1118,••, Too-L-Lrc BE TIP m$w 0•M"L Qb W'T@"'"� - - FL Oi >>n 1DmmI m RNo Asamw1rEA� T�.oa„ e �VGT � ND • z to 1tALL STET1 13 ILA ATTACHED 1HIDBi 930 86AlYAGB(PA BA Lam.8003 • :4 t s•M STER HILLER ' xos>r�M 0ax Mw((o aayIND.nw - son.too.8avM afAY x ee ILA r AL1LV.SIRl TRAIX m VI to x S/D IRAC% q R-0R1159i TRAC%11 OBS 0 am or cu am Oyp�Ot E=fR sPLxs ULT AHD tar PER eats vlxtroAR..Laa TYPwr ICAL BUTTW BRAMMT A B t'r�BT Ntt SAtr sThN� H i-4 -IM-" aRAct�r TRACK MOUNTING DETAIL OM 2 w ELMS) 918 1 OF 3 SPECEIC'AMONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSHRRED TO THE VERTICAL TRAM FROM THE TRACK THE LOAD IS TRANSFERRED 70 THE VERTICAL JAMBS. THE HMMAL JAJB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MA)MM DESIGN LOADS OF: +230.0 LBS/FT & —271.4 LBS/FT INTERIOR OF GARAGE 3,DOOR AND HARDWARE LOLL BE DEWMIED,MANUFAMIRED •• AND INSTALLED WITH STANDARDS AS SET FORTH BY OASMA. MAX WDTH B'0' • • 4.DOOR SECTIONS SHALL BE 24 GA.(.0216)LSI.RDflWdR SIM • • • ••• • •• ROLLED FORMED,W/BAKED ON POLYESTER Full ••• •• • • s &DOORS UPTO 7'0 HIGH CONSST OF(4)SEC=M AS SHOW. • • • • • USE(1)3 S/B'R—IHSS PER SECTION DESIST!LOADS I •.• •• • • • 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +=.a s SEE NOTE 2 ON PACE 3 • • • • 7.SIPPORTLNO STRUCTURAL ELEMENTS SHALL BE DESIGNED • •••••• BY A REGISTRED PROFESSIONAL 810 4EER FOR WIND LOADS • INDICATED ON THIS DRAWING IN ADDITION 70 07M LOADINGS. ••• • e• •• & THIS APPROVAL REQUIRES THE MANWACRIRER TO 00 TEST=OF ALL • • • COILS USED 10 FABRICATE DOOR PANELS UNDER'BIS NO7Dff OF ACCEPTANCE. •• •e •• •••••• A MINMM OF 2 SPECIMENS SHAD.BE CUT FROM CAM COIL AND TEMStLE • TFSI'EO ACCORDING TO ASTM E-2 B1'A CADS COUNTY APPROVED LAB •• •• • •••• SELECTED AND PAD BY THE MANUFACTURER. EVERY 3 MONTHS,4 7UJ£S A • •• • • YEAR,THE MKWAMM BIW,MAIL TO THIS OFFICE;A COPY OF 7HE TEST • • • • 0000 REPORTS WIRD CONFTRMATIOM THAT THE S'ECI M WERE SELECTED FROM ••• •• COILS AT THE MANUFACTURER PROOLMION FACBITIES. AND A NOTARIZED �REV[8PD SLAT MU FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH • ••:••• Of 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE Baa elm ReRillld{ ••• •• •• •••••• COUNTY UNDER THIS NO=OF ACCEPTANCE • • • • • � it•6oa�1 W000 JAMB ATTACHMENT TO STRUCTURE ol IF MM A A!HNWONA7D0718,RdSB.R6gP6T1�O)-}1 X 3' SQff STARTIND 6'FM ENDS TES•]@ EV D&O.I&-EMMEEMUT) B Immmommf@f1�0 8mT am,X 4'ST FSE ENDS E4'DC.m I/E'mnNENn {NLN T B HM11 SLEEVE MUM 3/61 X 2-3/4'STARTING 6'FROM ENDS THEN I•'OC:O 1/4'ENSmXENT) ITY/RANSET REIWH M(TRU-SO.T)3/6'X N'STARTING 6•FROM ELAS THEN E4'DC.CR Ire•EKRES4ENT) B't14• ,,{���„SNF( �S .A rt X 6 vV4' .exm aTTar9 .M TO env OCIT Rff6It91 }pad w 4;•°"GE11!' ;c�°°Oo SIFPS�I U4'X 3.71TF3N SCIZEkS STARTI�i 6'ERR(ENDS,USE PAIRS FASTQiERS tS).1 PSF a otO d#•�.� 4. d ¢¢ Cr APART)AT B'=O I/2'EKBEDHENT) ..6p3 w 99 Al IULTN 1/4'X 2-3/4'KHIX-•CON If*SVS STARTM 6'FIRM ENDS.WE PAIRS DF � FASTENERS(J'APART)AT S'I=O L4'ElIBERSIQNi) GROn' H&Tt 3/O'X 2-3/R ST21 Ea Q)DS T 22'O.C.O Vi' RC4 '•.A7AYE�O •J�We tt EHSESIffNT)QR,USE FAS[EHERS FON L�10Y C-�>6.DClO L�MISSILE % 5 ■PREPARATM OF VIAS JAMMS BY OTHERSKAM AM MTS CAN HE caLKFERSt= PROVtSE A E1USH NORNTII�Hi S1AffACE. WACT �U.�,p•�''b i3 c TE HaLLOW a+wrEO FL g°°iS�iONA� y����� ST1t1DTUAE stRa� sTRICTu� y.��� An ELFT!BN E I-MrNEN �E}X�gg 4• Tc{cAAsaxc 49•T rm�r®-sA�.�,He. >oros wvaiuevM TYP.JAMS Nun TI60 HISBITA66 GQ LOOD.am HOWL,655 OAK BUMDS[26 Bill D � RT PA1�.9 AYALABLE TRACK CONfltI1RATTONs eR6an,LONG t OAK S N.T.S. IRE MUST 4U Tuff �J{► BtM�' 8 ambo6Y L411 ox Opt" RC-MAW21 Ti#ET I OF 3 ... PARMiLgEri . . «. jEg- �Fli®�I�i�;i�� �r��® ,_� F� - 5'M � - �F`•C:�s496='5m �i"".tr•. fazzJ-3'. �+��.. - .,�, -s•'J7c " 1rt€ Wmwta®�ml"_ l�i"� ®®m®®®® s4'',�d�a'r'_r'�Z�/P.-P� �� ER VE . ��' �..3..R FL��r- UT,�.^.`_.,.� `MK-;� ���nc`3E �6". r .5�-��'11.0 R YF,c�1 te:0LEM0 - 1: '1 1'16 iiii�iiY�i®®©m©i-® • �. 111 - -�1 11'1 ®my ® , 1/ MIMUM �Y+ '"i r >3� ab"-..F ��'3.e,i�` f}•-3`rr F.G. 5. '"�Q �cf'-.` rr-v Lda.: `a`� J ®M� '�' :� 1 111 ® 11 ,`I'1 .IY �'�"3��^�N��: G"�:1�'S�y.��isa.������tT i"' �� � S Y��•Y�•� t ''�' _.� Lii���/;y�� ��� � `�� �� 11.1 . 111 11., �'��®�'��� g1�c;��L-2131 ��?®- ''®r,®, ��p-,;a�� �®W��� F��R :.NIN yt;l a.::,.,i'-�L- 1 i�FT a R � �e'.m t��� 5sa65" ? �� m. ,�'^;- AR LOOM_�TI- �LLiJ�.111�� �:� ®� •� --�-'�..��..._.. �L�r�►� ' �.eSilCd `�� •._ -TRACK ATTACHMENT ���©�MIRIN Ml MIR M.T. ©©©©��©��©© ��� •, 111 :� o � v� - a M 8 .