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WS-09-2092Inspection Number: INSP-134533 Permit Number: WS-12-09-2092 Scheduled Inspection Date: February 01, 2010 Inspector: Bruhn, Norman Owner: GREEN, GIL & DEANNA Job Address: 113 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JUST DOORS & MOTORS INC Building Department Comments INSTALL 2 NEW 9'W X 7'H GARAGE DOORS Passedi —wl Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 29, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspector Comments For Inspections please call: (305)762-4949 Gt Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060131910 Phone: (786)200-4031 Page 16 of 18 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 113 101 Street Miami Shores, FL 33138- 1132060131910 Block: Lot: GIL & DEANNA GREEN Owner Information ,. N.,. ,, GIL & DEANNA GREEN 113 101 Street MIAMI SHORES FL 33138 -2320 Contractor(s) Phone JUST DOORS & MOTORS INC (786)200 -4031 Cell Phone Type of Work: GARAGE DOOR No of Openings: 2 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $120.00 $9.00 $1.60 $132.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number Phone Invoice # WS -12 -09 -36692 WS -12 -09 -36692 Check #: 2851 Total Amt Paid Amt Due $ 132.20 $ 50.00 82.20 $ 132.20 $ 132.20 $ 0.00 Expiration: 06/28/2010 Applicant Cell Valuation: Total Sq Feet: December 30, 2009 Date $ 1,500.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 1 December 30, 2009 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Owner's Name (Fee Simple Titleholder) D EAviiti l e2� d; Phone # Owner's Address ( v l 0l S City 4*r)fl,U State t Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Villa •e FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Address 2.0 \ Go City M+ 04 f5e Qc wt Qualifier Name D ` 'Contact Phone Phone Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Submittal Fee $ * * * * * * * * * * * ** errs OPIV-Kk iffid Zip NO Contractor's Company Name 7,;)4 � o� � \\A,;b � hC day ‘1 t „ $c ' \ W. A- 03 State L. p A Nix0\ Permit.No. U3S - \ 4 2°'01 — 20i a Master Permit No. - S3)3 t.) N.C tot C County Miami -Dade Zip ' v Phone # 1.g Ca - - 5670 Zip Phone # 3314-\ Square / Linear Footage Of Work: Bond $ q Flood Zone Phone# 7SG 1-OO A ) *e6 2,004_03j State Certificate or Registration No. 2021.5 3\ 0 2. ci ,. Certificate of Competency No. O r (j so \A \\ 746 2o0 40 31 E -mail 5 * c \v a W ln urc rcy_Lors a Artoc.C.ov, eer's Name (if applicable) tk444/1*--4- C (N'L. Phone # iii Z-9 •3 ® ['Alteration ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * ** * * * * * * * * * * * * * * * * * * * * ** I• Permit Fee $ 1�Q °J-1 CCF $ 2-0 Notary $ Training/Education Fee $ 0 - 4 Technology Fee $ I. h 0 Scanning $ - l- Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side —+ Bonding Company's Name (if applicable) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 mencement must be posted at the job site he absence of such posted notice, the whose property is subject to attachment. Also, a certified copy of the recorded notice for the first inspection which occurs seven (7) days after the building permit is iss inspection will not be approved and a reinspection fee will be charged. er or Agent The foreg g instrument was a wledged before this ( 24 day of , 20 by � 1 ft (� �QQf ly kno ' , • e or who has produced tification and who did 84in oath. t -9: My Commission Expires: * **** * * * *x *. * * * * * * * * * * * * * * * * * * * * * *** *** ** * *** *x * * * * * * * * * * * * * * *** *** * * * * * ***** * * * * * * * * * * *, ***pax ** * ** APPROVED BY ��..��� Z CO 7 • Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Signature ntiactor The foregoing instrument w : abknowledged before me this day of , 20 Ai, L» C— ho is personally known to me or has produced 14, as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: No = Public State of Florida j My Commission DD899079 R . �� Expires 08/15/2013 os' My Commissio Zoning Clerk checked 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YYYY) POLICY EXPIRATION DATE(MM/DD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 01L 0002361 00 12/2/09 12/2/10 EACH OCCURRENCE $$1,000,000 X PREMISES O (Ea occocccu ence) $ $100,000 CLAIMS MADE OCCUR MED EXP (Any one person) $ $5,000 $ 1,000,000 $$2,000,000 PERSONAL &ADVINJURY GENERAL AGGREGATE GENT AGGREGATE LIMIT S PER PRODUCTS - COMP /OP AGG $ $1 , 0 0 0 0 0 0 7 POLICY PRO- JECT LOC , AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ J BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY — 1 EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS AND EMPLOYERS ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory If yes, describe SPECIAL COMPENSATION LIABILITY YI WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ In NH) under PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS INSTALATION, SVCS & REPAIR GARAGE DOORS MARK A CAMPBELL ARCHITECT 373 NE 9 2ND STREET MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER ED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABIIJTY Oi ANY KIND UPON THE INSURER, ITS AGENTS OR d REPRESENTATIVES. AUTHORIZED REPRESENTA CERTIFICATE OF LIABILITY INSURANCE PRODUCER First Choice Ins.& Fin.Svcs.Inc., 8315 SW 24th St Miami, FL 33155 (305)265 -3446 INSURED JUST DOORS & MOTORS, INC 2016 BAY DRIVE APT #403 MIAMI BEACH, FL 33141 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: NATIONAL GROUP INSURANCE INSURER B: INSURER C: INSURER D: INSURER E: DATE(MM/DD/YYYY) 12/17/2009 N COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) The ACORD name and logo are registered marks o/ACORD ©1988009 ACORD CORPORATION. All rights erved. Cons#ru BUSINESS CERTIFI JUST Q & MO ERT � toe. oistitt ltaptett0of AU ; FOB DO NOT FORWARD JUST DOORS & MOTORS INC DILBERT PENA PRES 1305 W 47 ST 113 HIALEAH FL 33012 69 e. ‘1■W kAK ke-qK ieNtWeN■We.tti■W ...ttiW It-SW k.:11*k.KWAIVAWk.11,Wk.)11.- )14-qW ,1?-"AW leXWe'NIVAW CI% (C l(CN" • % • N:4 • % 'W11C.NX(C'SX(CNX(0)N-44%72:41(CN-.44(0)%Xle\N-.4 'N.4 0 NICN 0 %le 0 N • 1% • 15 • 4 -4 N. A 4b ■€. V -41 4 .., E. ,I,•€ 1, A' 1J 4)2 41 - 1 , •€1. 41. • ...10 le V .".:: , I0 .111; 411r • ■Ilo 4# • .C 4 157- ii..'. ,, s' . • •,. , -o ■/' N • A. ol go• ..% • ,e. 4 ■q: N A 411)• ■ICIlt :4 N" Nk 0. I certify the attached is a true and correct copy of the Articles of Incorporation of JUST DOORS & MOTORS, INC., a Florida corporation, filed on March 13, 2006, as shown by the records of this office. The document number of this corporation is P06000036476. D CR2E022 (01-06) Erportuttnt of tate Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Thirteenth day of March, 2006 5;• CO 6,6 c *tiz c ga. ribb Semetarg of State EFFECTIVE DATE: PERSON: FEIN: PENA 204531029 BUSINESS NAME AND ADDRESS: JUST DOORS & MOTORS INC 2018 BAY DR # 403 MIAMI BEACH FL 33141 SCOPES OF BUSINESS OR TRADE: 1- GARAGE DOOR INSTALLATION WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 11/29/2008 EXPIRATION DATE: PERSON: FEIN: DILBERT PENA 204531029 BUSINESS NAME AND ADDRESS: JUST DOORS & MOTORS INC 2016 BAY DR 11 403 MIAMI BEACH, FL 33141 SCOPE OF BUSINESS OR TRADE: 1- GARAGE DOOR INSTALLATION NC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 DILBERT 11/29/2010 10- 08-2008 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 11/29/2008 EXPIRATION DATE: 11/29/2010 IMPORTANT: Pursuant to Chapter 440. 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. WADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buldinecode NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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: Models 9501655 1000-&-2000-Steel Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000; Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, 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 Division. MISSILE _IMPACT RATING: Large and SmallMissile-Impact Resistailtn LABELING: Each unit chs11 bear a permanent label with the manufacturer's ne;b statement: "Miami -Dade County Product Control Approved ", unless otherwise RENEWAL of this NOA shall be considered after a renewal application has b the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there materials, use, and/or manufacture of the product or process. Misuse of this NOA as an sales, advertising or any other purposes shall automatically terminate this NOA. Failures to this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected fplIi eis at the manufacturer production facilities. And a notarized statement from the onl oils witst yietd strenpli of 2,000 psi or more shall be used to make door panels for Dade ticeat�f, 4ddapt uce. • .. <.. ADY?RTISEMENTl The NOA number preceded by the words Miami -Dade C expiration date:nny a displayed in advertising literature. If any portion of the NO i sdnirety. • . .. INSPECTIOl4:•A ∎Coley of this entire NOA shall be provided to the user by the manu n ° 'r V shall 14 limitable for section at the job site at the request of the Building Official. This 1QOA revises sea renews NOA # 03- 0502.01 and consists of this page 1 and evi aPf roval docututett mentioned above. a'hhe stiemitted intsmentation was reviewed by Carlos M. Utrera, P.E. NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 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 Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. 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' 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 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM - 297, dated 04 /09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07 816 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Wood jamb attachment to structure calculations, complying with FBC -2004, prepared by Structural Solutions, P.A., dated 06 /25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS •••• 1. Statement letter of code conformance and no financial interest, issued by Structural • • • • • Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shehnerdine, P.E. • • • • • • • • • •• G : OTC : • 1. • "Notice of Acceptance No. 03- 0502.01, issued to Amarr Garage Doors, approved on • • • ▪ A l1b4 /03 and expiring on 09/04/08. • • • • • • • • •• ••••• • •••• • • arlos M. Utrera, P.E. • • . . Product Control Examiner • NOA No 08 -0718.01 • . • Expiration Date: September 4, 2013 • Approval Date: August 28, 2008 E -1 • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • ••• STILE " rte, ._ • ! .1411111 ‘ , P ._ !i! !1141 rjlf■ _ � __ 11iM1111 !I - 11111 !1!11! 11 1111 • •: • IrCZi'llt • • ummi 1111. TOP ROLLER COMET 5AN• CE HEAD '1 S • PER SPACET r i ' Trim. pa, AU. 5/8 TAO 1/ 122 14 GA DIMASAFE AO.UR CAROMS AATEMtE3 TO 3 5/8' 221M 8-1126S 1/4 2 518 MX IELS 3 SIDEMEN 3 ATTACHED DV V/ CO (FAO SCREW Dik • SEE CTA116E • • • _ R �T 1091817E END HINGE BT 12661l31) °) Hx 17 VON el 103.1. -1.16 AT RE TOP AND 631101 fetl. AOESIVE ICE 111 INTERIOR 12 5rtr WA 28 GA. N ADU= CRACK ' 41 I/4-20 51010030 Of= DOLT 7 AND AT PER i.. -: - COM OW& JAMS "� ' 1NA°Q' TRAC V' .MOUNTING DETAI co BEM§ MTS. Mai/ GD 4• =WAIT PER 6ib 3.'T • •• • • • • • • DMJI maul STAIR 0 SILL 5• POI 1012211 ••• •• • • SYPICAL IRRNISAFE CENTER 14015E0 � 4 3 g� PLACEMENT 8'-0' NR8 INSIDE ELEVATION N.T.S. 14 GA Wen END N315E ATTACHED MX WAD SCREWS NS ATM= 0 1 7 1 40) Mt TO DOGS SIGN AND 20 TOG-L -L1C AT RE TOE O0L1A AND RAIL PQtTA Ti01 ATTACHES MD STILE VI 131 8 5/8' HEAD SCREWS PER CASTOR R.TX LOGE DOMES MIMI ON /C SOIPB INTO AI MEGO. M QT � TOE 1370513.1 ATTACH 0005 1/4' a 3,4•15( 11710 DVS SEE COALE D 011 PAGE FOR STRUT SPACING EGGA. SMUT ®114'8 /' AT END 800 STOICS CORER ut g s' s7DI 8/AA' 1 PE LOG PER AND !MOOT PIGA MRASAFE CENTER KURZ ATTACED V/ HEAD v4 8 =REVS 0 0 N.T TYPICAL STILE $TINE, ER` _ ` TYPICAL BOTTOM BRACKET N.T.S. 2' THICK —'s / 24 OA 1111 EXMOOR DMI d 0-40 ON.WRIZATEM ON 90.T6812R EOM!' 1 13/ tome MECO ON 713 SECR01 OLT Ina FER ATTADOENT 13 SMUT IS REEDUREIO 2 2 1)9R110AL .1349 ATTA001FlIT TO WOOD MOW 21RUCRRF 5/44'23' LAO sass swam 4 nom EN5 MN 24' 0.C. 1/3 DOXIDIDID 2 2 2 31511100..11v0*8700824? 102.171 Y• IG.10 MGR 80.7 3/1f 2 4' 5713700 B' FROM FOR 1114EN 24 0.G (2 I/2' OMk0E11) ISLA SLIM ANCHOR 3/8' 2 2-3/4 STARTING 11' FROM EM08 THEN 1B' 0.1. (1 1/4' Etimmem mouton Nampa (1781 -00.7) 3/R' % 4' SORB G O' FROM EIOS 1HEN 24' QC (2 1/2' MOMENT) 2:42 VFRMAL JAU ATTACMOD 7D 4.13 00 10. EUIVE ANCHOR 3/8" 2 2 -3/4' STARING 8' FROM ENDS DM 1s' O.C. (1 1/4' greamtal (3' CUI 1) AT 11' 1 / /4' g� 4 FROM DM 1136 PAIRS OF FASTMEERS O.C(1 1/4' 130/641011) *ASS AAD 80.15 C1O as CO2416t61•S( TO PROVE A F1U91 MOUNTING SWAM 'P46'80805 13 WOO JAM 8T "MW ANCHOR EDGE 014030E 2-3 4 � /3 INCREASE IN ANCHOR ALLOWABLE LO/D CUE TO SHORT 111E OURA1M HIS BEEN PER SECTION 1 r" i INK 3 5/871 2 10 0*. 13 5/0' 11-11363/ 1631 VI (9 1 x OAP In 305 SCREWS AT DAOI D0 9702 MD ID V4' 8 5/B' 5* MAD SCREVS AT EACH CE STILE " MOM Rea 2 SEC1 A —A (SIDE V EUA ILTB 14 GA. *1720ER V /CR V4' 8 5/8' H GA HEAD 10/61/2 3. 0 A GA CONNERPAL TOP FIXTURE ATIAOED 00/ (4) V4' a VP we HEAD SCREV8 V ADJUSTABLE a V DR ATTOZNED DOI HINGE 14 GA. COT S 14000 JAMB ATTACHMENT TO STRUCTURE SEE R u01 PRODUCCIIIMSED TRACK CONTIG RATILIN FOR Of UP TO 14' TALI. DOORS IS adORFIMti '7l3�G1% r Hie CIF lE A A'RY3SN1011BR 21313. 25 &PS 05 20 MAX 908 OESION LOAD? 451.1 P5F -60.3 P5F LARGE 1059E *PACT RESISTANCE 1) 8/18' ON a 1-5/6' T EA. BELT PTO ONO 12 0. 0AL1L SEEL JAMB EIVOIKEP3 1TAORL 1R/ 1/4-10 a 5/8' CRACK DUCE MT • MIT CARRIDE COAT VC61aFSM.CL 32. AIMS VDWIAIRR.CDI YOD&. 150 HERITAGE (24 QA) 1000, 2000 13650501. 665 OAS 87161 24 04 1000, 2000 EWE 1@10. L HEAD 108133 DIE 0311E W 13 37/166 0 8 mow 42 D8 0/11,01 0/11,01 /BS I 1201006120100601 120100601 81C-9509- 110-21 817@3 T�L9IB�EPEItRa SRI 1 6 3 ® DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H 1 J K L M N S 6' 6" 3" ` 14" ' 27" 38" 46" 56" 64" 18" MAI 8' LIErA 51/2" 13`0" Fig CAli ' 21" 70" T 3" ' 14" 27" 38" 46" 56" 68" W 18° 88 1/2' 18" 21° 12'0° ' 21" 76" T 6" 3" 14" 27":38" 21° 46" - 56" 68" ' 78" 49" BT 85" I 100112° 82" 8' 3" 14 27" 38" 48" 56" 68" 78" 10' 51/2" 18" 37" 58" 76" 88" 8' 6" 3" 14" . 27" 38" 46" 56" 68" 78" - .88" 21" 11' 5 1/2" 18" 34" 94" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" Kiil L Afii kil 18" iElai 100" 9' 6" 3 "" 14" 27" 38" 46" 56" 68" 78" 88' -85 18" 18" 18° 70" 106" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" _ 1481/2" 13'6° Lia 16" 112" 10' 6" 3" 14" .27" 38" . 46" : 56" 68" 78" 88" - tor .11D"" ni 118" 11' 3" 14" 27" - 38" 46" 56" 68" 78" 88" 100" 110" 124" 11' 6" 3" .14" 27" 46" 56" 78" 88" 10" 110" 120" ' . 130" 12 3" " 14" 27" - 38" 46" 56" 68" 78" 88" 100" 110" 122" - 136" ' ' 126" 3" 14" 27" 38" : 46" 56" 68" 78" 88" 100" 109" 122" 132" 142" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 6" 3" 14" 27° _38" 46" 56" 68" 78" 88" '!;a" 109" 122" 134° 144" . 154" 14' 3" '14" 27"' 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" DOOR HEIGHT S' : c 43ASED O �•., u: 0 • • ECTON CONF1GURAZ1O • • TOP B M A B C wita F lial•H T x; 51/2' 7' 5 1INIMMI 18' 34 " 21° 21" 21" 21° 21" 701 il'a 31 13'6° �21" 21" 21" 21" 21° 18" MAI 8' LIErA 51/2" 13`0" Fig CAli ' 21" Mi i 18° EAU ILA MI ILAEA 18° HO W 18° 88 1/2' 18" 21° 12'0° ' 21" '21" 2? '21" 21° . '18° 21° 9' 51/2" 13" 31" 49" BT 85" I 21" 100112° KEA Li a !!!fill 18" '18" ll t a79 ' 18 ": ®mmaiv 10' 6" 10' 51/2" 18" 37" 58" 76" 94" 1121/2" 10'6" LIU lial tied EA ILA E.Fai 9'6" 21" 11' 5 1/2" 18" 34" 52" 70° 86" iya 18° 124 1/2" 11' 6" Eill Ea 3 E: Kiil L Afii kil 18" iElai 12' 5 1/2" 18' 37° 58° 79" ica 21" - 1361/2" 128" fh:ValEiliEwirEA 18" 18" 18° 70" LA CU .:124" Lai ri 13' 51/2" 16' 37° 58" 78° 94" 112" 130" 1481/2" 13'6° Lia 16" .37" 11111EMEA WA . _ 136" iiMi7 14' ara 16" 37" 58' 79" La 121" 142° ni DOOR SECTION HEIGHTS HEIGHT B M #2 #3 #4 #5 86 87 88 14'O" 21" 21° 21° 21" 21" 21° 21" 21° 13'6° �21" 21" 21" 21" 21° 18" 18" 21° 13`0" 21" 21 ° ' 21" 18" 18° 18° ` 18" 21 ° 12 21" 18° '18" 18 18° 18° 18" 21° 12'0° ' 21" '21" 2? '21" 21° . '18° 21° 11'6° 21" 21° 21° 18" 18" 18" 21" 11'0° 21" 18" '18" '18°' 18" ' 18 ": 21" 10' 6" 21" 21" 21° 21" 21° 21° 10!.0" '' 21" '.21 °- 21" . 18" 18" 21 " 9'6" 21" 18° 18° 18" 18" 21" 9'0 °. 18" 18° 18" "18" 18" 18" 8'6" 21" 21" 21° 18" 21" VT 18" .18° `18" 21" 7 , � 18" 18" 18" 18" 18° T 0" '21" '21" 21" 21" 6' 6" 21" 18" 18" 21° • • ••• • • • .• • • • .•. ... • • • • • •• • • • • • • • • • • • • • •••• •. TABLE.' • • • TABLE 3 TABLE 2 IN1ERIOM CF GARAGE MAIL NOM 9'O" -.4-- 1111111111111 DESIGN LOADS +230.0 1113/FT SEE NOTE 2 0 -271.4 LBS/FT SPECIFICAMONS AND NOTES 1. AU. THE LOAD FROM THE DOOR IS 1RANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE NORIZO+UTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM 1HE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESGO! LOADS OF: +2.30.0 LBS/FT & —271.4 LEIS/FT 3. DOOR AND HARDWARE M. BE Dom, MANUFACTURED AND INSTALLED YOH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTORS SHALL BE 24 GA. (.024) MUM. EXTERIOR SKIN ROILED FORMED, 9-40 GALVANIZATION 2/ BAKED ON POLYESTER FINISH S. SRS UPTO 70" HIGH CONSIST OF (4) SECTIONS AS WW2. USE (1) 3 5/8' R —TRUSS PER EECROI 5. DOORS OVER (4) SECTORS REFER TO TABLES 1 AND 2 CH PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DEIGNED BY A REWST ED PROFESSKNAL ENGINEER FOR 5040 LOADS INDICATED ON THIS DRAWING W ADDITION TO OTHER LOADINGS. ® WITH ME PROCEDURES DESCRIBED IN ASR 0330-02. 7-05. --05. AND FLA. WILDING CODE PROTDCALS TAS 201, 202. 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER ER TO DO TESTING OF ALL COILS USED 113 FABRICATE DOOR PANELS UNDER WS NOTICE OF ACCEPTANCE MINIMUM OF 2 SPECIMENS 94W. BE CUT FROM EACH COIL AND TNSU.E TESTED ACCORDING TO ANN 0-8 BY A DADS COUNTY APPROVED LAB SELECTED AND PAID BY 110E MANUFACTURER EVERY 3 101ITH3. 4 TIMES A YEAR. 1HE MPI4UFA[UT RER SHALL MAO. TO THIS OFRCE A ROPY OF THE TEST REPORTS WITH CO2ff0I241102 THAT THE SPECIMENS WERE SELECTED FROM CODS AT THE MANUFACTURER PROD80UON MIMES. *MO A NOTARIZED STATEMENT FROM THE MANUFACTURER MAT ONLY COILS WITH YIELD STRENGTH 02 32.000 PSI OR MORE SHALL BE USED TO MAKE ODOR PANELS FOR 0ADE COUNTY LOWER MS NOTICE OF ACCEPTANCE. 871 I 1211,22 TWOS WE A ARIIIIND =FRG NEEL 02M®,®1 2P M 00 DESIGN LOADS +51.1 PSF —60.3 PSF LARGE MISSLE DANCE UM CAM= MAT 1411011. 1LC.. N6 250 V"VANN.IDM MODEL 050 BMA= (24 04 1100,' - B000 ®MLODBL 050 oat sower (24 GA) 3000; woo snow. MONO. MOB, AND BEAD PANELS 9ME 00020! TU 014 1V2 03 MR01BYOBB 8 mew Ae DEL 91/I4/6 IRC -9509- 180-21 BNB& IONS L 1DMINEPL IL/2.(23R SST 1 CF 3® !ABLE -: • Section i 11 11 _O•OONNNV,V' € to L 8D 8C t• to ID 83 I T Center Stile + (Measured Left Edge) „• • I 11 v_ . • • gt • om • 1 -§,§§§§§ 1 I • • *am Tobb Seri 25.525 50.000 74.375 Shot 28.029. 51.000 75.971 Log 25.500 51.000 76.500 8' 6 Bead 28.125 51.000 75.875 8:8 . . NUMMI N O N l V N N mwmggslatii . IMIE 8'8 8' 8 8' 10 8' 10 8' 10 9'0 • • 000 - • • 4100 •• •• • • • • • • • • • • • ••• •• • • • • • • • • eFx IF909'901 W 133606 all O A Afl ISIDIT0801T 0308.9S•P641103101 -t2 MAX SZE x 14 DESIGN LOADS +51.1 PSF - 80.3 PSF LARGE YFaSE IMPACT RESISTANCE 1 90 C a l i V [ Ow im+siog - ilia l . 27197 04ia/1 ' ` 103086 980 81183EAGN (@4(( GA) 1000. 2000 ® SO LONG. P1090. MO READ PA ffi8 SE MIN AY OJ 092 03/0(ffi 8111010011 8 aul�19T NE 0ftos �i -21 001 EER NODS L 511131308 PE It ID SET 3 •' 30