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WS-13-2076Miami 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 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 46 NW SEP 18 2013 BY: + FB -C 20 ,,�/ ^ Permit No. K P Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33133 Folio/Parcel#: k ` — 3 10 ` — ®-3 3 -01\0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name Fee Simple Titl older : --:�, A, � Phone#: Address: 1 o a �k W City: Lx Tenant/Lessee Name: Email: State: 3302,0 CONTRACTOR: Company Name: P-80 2_6N18VAT0? 5 t 9,00r --P4& Phone#: 19S4- 659-%(o2 t Address: l 0301 6LL C H A+4A k1 esr2 C -c -T- . City: N D l_L`1 w d® b. State: moi._ Zip: 1 Qualifier Name: D PkV 1 l> , X16 t —G kPhone#: 9 GJ4- 639 --7 (- 2G State Certification or Registration #:L i 2,O (®® (vd t;L-7 I Certificate of Competency #: C_U0 Contact Phone#: Email Address: �R�f tD� QEOfZE1s®�f1T��,S C1 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ V050 Square/Linear Footage of Work: O Type of Work: OAddition ❑Alteration ` ONew epair/Replace _ ODemolition Description of Work: Color thru tile: `orrtc Submittal Fee $ 50 o6 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address city State 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 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 why urs seven (7) days after the building permit is issued. In the nce of such posted notice, the inspection will not be approved a a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was ac edged beer e this �. The foregoing instrument was acknowledged before me this 3 _ day of �, 20 �, by civ day of , 20 13, by DftV 1O ®HtySTohi who is personally known to me or who has produced who is personally known to me or who has produced As NOTARY Sign: ®--� Print: My Commission Expires: APPROVED BY and who did take an oath. as identification and wh did take an oath. .tell, ,i`"ra Robert Frame `•••p .y ®r� H. NOTARY PUBLIC: 'Mt aCOMMISS10N # EE8Q788 ;9 EXPIRES: NOV. 01, 2016 www AARONN0TARxccm Sign: ay°1Fi� Print: 9A -TCP- f,1 0 _ My Commissi n MARK T PATERNO MY COMMISSION # EE132255 EXPIRES September 21, 2015 `& / /I Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA 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. EFFECTIVE DATE: 5/2012013 EXPIRATION DATE: 5120/2015 PERSON: JOHNSTON DAVID FEIN: 262704/65 BUSINESS NAME AND ADDRESS: REO RENOVATORS & ROOFI� 1039 BUCHANAN STREET HOLLYWOOD FL 33019 SCOPES OF BUSINESS ORT E: LICENSED GENERAL ROOFING - ALL KINDS CONTRACTOR AND DRIVER Pursuant to Chapter 440.05{14), 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 444.05{12}. F.S.. Cerlifieates of election to be exempt.. apply only evtthin the scope or tfw business or trade fisted on the noun of election to be exempt. Pursuant to Chapter 440.065 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 r�erfificate no longer meets the requirements of this section for issuance of a certificate. The cepartmem snali revoke a tartificate, at any time for failure of the person named on the certificate to meet the requiraments of this section. DFS -F2 -DM -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 47-12 QUESTIONS? (850)413-1609 .1 K WE N ARK1,tPFAT.,�NTEDPAP ff AC#,61543 STATE OF FLORIDA -DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L12060601271 n 9/4/13 Property Search - Report Property Information: Folio 11-3101-033-0210 Property Address 58 NW 98 ST Owner Name(s) THRFLORDA LP Mailing Address 1 OAKWOOD BLVD/#250 MIAMI FL 33020 Primary Zone 0800 SGL FAMLY - 1701-1900 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Be ds/Baths /Half 2/1/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,515 Lot Size 7,650 SO FT Year Built 1948 Full Legal Description MIAM SHORES SEC 6 PS 10-39 LOT 8 E1/2 OF LOT 9 BLK 129 LOT SIZE 75.000 X 102 OR 20182-1341 01 2002 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $68,720 $55,430 $61,588 Building Value $105,879 $122,349 $123,114 Market Value $174,599 $177,779 $184,702 Assessed Value $174,599 $177,779 $184,702 Benefits Information: Current Previous Previous 2 Benefit Type 2013 1 2012 2011 Disclaimer: MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUNPAARY REPORT Carlos Lopez-Cantera Propyl' Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Exemption/ Exemption/ Taxable Taxable Taxable County $0/$174,599 $0/$177,779 $0/$184,702 School Board $0/$174,599 $0/$177,779 $0/$184,702 City $0/$174,599 $0/$177,779 $0/$184,702 Regional $0/$174,599 $0/$177,779 $0/$184,702 Sale Information: Date Amount ORBook-Page Qualification Code 5/2013 $0 28671-2305 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ow nership by other than a deed such as a final judgement or court order. 10/2012 $159,200 28336-1161 Deeds to or from financial institutions 1/2002 $186,500 20182-1341 Sales w hich are qualified 9/1993 $0 16087-2094 Sales which are disqualified as a result of examination of the deed 911989 $82,000 14282-3472 Sales which are qualified 8/1984 $63,000 12253.1210 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GlSpositional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser g isweb.rriarridade.govPropertseearcWprintMap.Mm 1/2 01) SEPP I .s ZOIS 7$Y: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ACCEPTANCE (NOA) v m, v.miam—Idade.8ov/para! Inc. FL 33018 0 Zi 8O is NOAH is being issued under the applicable rules and regulations governing the use of materials. The documentation submitted has been reviewed and accepted by Miami -Dade tyERA -Product Control Section to be used in Miami Dade County and other areas where allowed by e 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. PERA 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: 91- 4" Wide x 16' High Steel Sectlonal Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, 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, manufacturing address, 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 ofNOA. 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 # 11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 ro l Z Page 1 B DAB Door Comuanv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 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 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 09-0128.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 02 2/ 2a/7- - Cfirlos 1W. threra, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E-1 DAB Door Comuanv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07; issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29%2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -Cl Polyisocyanumte Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05-0228.42" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM 0155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "FVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 201b Approval Date: March 1, 2012 E -2 DOOR HEIGHT CONSISTS OF 61-6" 2 SECTIONS IW 2 SECTIONS 21" 6'-9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - - 7'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS I W 2 SECTIONS 21 " 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" V-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 8 SECTIONS 21" - 9' 6 SECTIONS 18" •- 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-8" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3" 11 SECTION 18" 5 SECTIONS 21" 10'-8" 6 SECTIONS 21" - 10'-9" 8 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 'SECTIONS 18" 3 SECTIONS 21" 1 i'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12'-3" 7 SECTIONS 21" - 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 13'-9" 1 SECTION 16" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14 -6" 5 SECTIONS 18" 4 SECTIONS 21" 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS. 18" 6 SECTIONS 21" 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" 15''»8" 1 SECTION 18" 8 SECTIONS 21" 15-,9" 9SECTIONS 21" IW 6 SECTIONS 18" 4 SECTIONS 21 ° 7 - .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR Di 6"X 3"X0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS a H EQ] BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/80 X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS END STILE \� LOCK BAR GUIDES 'L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS A ST X .6W LOCK BAR ENGAGES IN TRACK p ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4 SELF DRILLING SCREWS TO BE INSTALLER AT CENTER STILE CENTER STILE � EA 1,1A �t x V �F�ol �I�I ,..o A, A LOPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. L -"- A [COLONIAL DESIGN PPRPuR�. K1P.tU h'ANtL tMt3U55tU UL Miami Shores V7l c l r z w OPTIONAL FLUSH FACE WOOD GRAIN DESIGN APPROi/'ED BY DATEDAB DOOR MODEL 824 I MAX. SIZE 9'-4" WIDE X 16'-0" HIGH ZONING DEPT ,i 00, DESIGN PRESSURE RATING = + 50.0 PSF BLDG DEPT ( — 60.0 PSF SUBJECT f0 C(-.MPI_VNCE WI m /v L F- _ c STATE AN,) Cr UN, e H,�_,L�; /V THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEERgr.:W/L�p i�AD t'ROD=REVIOL 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING CIVIL... ss HIGH VELOCITY HURRICANE ZONE. PE 7¢592. Rtt�ldgC,p� d 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.� ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR -STUCCO. ! ' 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Q�k,By a��� 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 4� THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. IY 00 O O w C9 t0 _j {�} rn o T 0 0�uw) F- © Z ^ W fn 0) J QST arowing no. 01--09 sheet 1 of 5 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. d EUG ' 0 ST." • • d4 7 a. C 1 �/2- IN. 1-3/16- 1.9" X 2.19' X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2-1/8- X 1- X .078- GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT STEEL TRACK BRACKET FASTENED _SOLID BRASS DOOR VIEWES TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL BY�DOO INSOTPALL MOULDING 614 X HINGE EESMS 6 PER HINGE 3/4' X 2' X 2-1/2- X 18 GA. STEEL ND STILE, CONNECT TO PANELS WITH 1/2- X 1-3/4- X .059' FORMED STEEL FLAPS AND 3/16' ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END STILE WITH 3/16" POP RIVETS ® 12" O.C. 1-7/8" X 2-5/8' X .045" STEEL CENTER STILE, GLUED AND RIVETED I TO PANEL W/ (4) 3/16" RIVETS � POP RIVETS y #14 X 5/8- S.M.S. Y F 4/ HINGE 7-1/2" X .050- GALV. STEEL J CENTER HINGE 7/16" PUSHNUT SECTION B --B INSTALLED ON ROLLER SHAFT INTERIOR SIDE 7-1/2" X 3" X .071 END ROLLER HINGE EDGE `-DISTANCE 24 GA. STEEL PANEL 3/16" ALUM RIVETS ' Z n m o FLAPS BENT OVER PANEL I o Q a N { O O ! o M lz 0 1/2" PUNCHED HOLESR e~I 0 4. O.C. I O a 8 r� �N.0 wzU) 0 LEND STILE OD ANCHORS: 0 0 31A- DIA, POWER BY 'POWERS' A) --BOLT 2" MIN, EMBED INTO CONCRETE W Q Q 1-7/8' MW. EDGE DISTANCE cl X. B) 31A' -DIA HL,C SLEEVE BY 'HILTI'OD a Z - (n m 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK -a1 N 00) C3 1 1-5/8- MIN. EDGE DISTANCE INTO CONCRETE Z ix 6 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 0 O Z CONCRETE f e - 3000 PSI MIN. 15 O N u7 v C-90 GROUT FILLED BLOCK fm - 2000 PSI MIN. N S 2 • � n v ANCHOR TYPE A OR B 12 �6 (1) PER BRACKETg SEE SHEET 3 FOR BRACKET SPACING a o 1/4-20 SS BOLT & NUT M c; 1.82" DIA. X .50"� NYLON/STEEL ROLLERS ,,} W/ .44 DIA. X 4-1/4" STEM r�gl JAVA, D A I{v Q. • pj�pj U(,�}' jl$y� o c CIVILFkdft 1 `FLA. 'PE •# 7092` • � N C.A.N. 3538oi �. B dtb"d drawing no. {01-09 sheet 2 of _5 irlAIR 2-3/4" X 5-1/2" X 3" X .104" ,GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. 4 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. 5/16" X 1--5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS N aLj 0 d HORIZONTAL REINFORCEMENT \1/2" X 1-3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2" X 5-1/2" X .104- BRACKET PLACEMENTS 10 °r a HEIGHT 1ST 2ND 3RD 4TH 5TH GALV. STEEL FASTENED WTOP4)R#1 14 X S.M.S. B2 ° 134 I.ER BRACKET Be B7 BB 6'-0" LOW HEADROOM DOOR OPTION 18" 18" 18" N/A 1" HORIZONTAL REINFORCEMENT 23" 34" 45" 1/2" X 1-3/4" X .059" FORMED STEEL 67" — 6'-6" 21" GLUED TO PANEL AND FASTENED TO 18" 21n N/A in 11-3/4" VERTICAL STILES WITH 34" 45" - - (2) 3/16".POP RIVETS 7'-0" 121" 21" 1, -5/16" MEETING RIB 1.82" DIA, X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM N * SECTION HEIGHTS OPTIONAL INSULATIONS: BY 'DYPLAST PRODUC LL EPS -EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.O.A. #07-1107.06 OR BRACKET PLACEMENTS co r HEIGHT 1ST 2ND 3RD 4TH 5TH ISO -25 POLY-ISOCYANURATE - DENSITY = 2.0 PGF B2 ° 134 N.O.A. #07-0301.10 Be B7 BB 6'-0" OR 18" 18" 18" N/A 1" - @X 'INSULFOAM LLC' 23" 34" 45" DENSITY = 0.92 PCF 67" — 6'-6" 21" N.O.A. #07-1016.07 a 04 m 0 a OD r 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/(4)#14X5/8"SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO' BOTH SIDES OF STEEL HORIZ. TRACK SUPPORT, CENTER SUPPORT READ, ON DOORS EXREEDING 8 FT. IN HEIGHT II i� A .- AJ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3" O.C. REST AT 9" O.G. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-18 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK_,""] " SECTION A—A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 83 134 B5 Be B7 BB 6'-0" 18" 18" 18" 18" N/A 1" 11-3/4" 23" 34" 45" 56" 67" — 6'-6" 21" 18" 18" 21n N/A in 11-3/4" 23" 34" 45" 56" 67" — 7'-0" 121" 21" 21" 21" N/A, in 11-3/4" 23" 34" 45" 56" 67" — 7'-8" 18" 18" 18" 18" 18" 1"' 11-3/4" 23" 34" 45" 56" 67" 78--1/4" 8'-0" 21" 18" 18" 18" 11--3/4" 23" 34" 45" 58" 67" 78-1/4" *—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS So 2-3/16" HIGH CONNECTED TO TRACK WITH Q111 JAI) 1/4" BOLTS & NUTS. M m N TRACK CONFIGURATION Z d d� o IL Igo us 0 � 't V Q a`i 0 a' � A 0�ir LLzNe Of Go 8 M © > M ii U Q U) a, Q I U O Z ami o =LO N= v v v .— KERTICAL LIFT HUH LIFT STANDARD LIFT LOW HEADROOM L m o W DOUBLE TRACK A,t `CK..oFTtoNs 12 GA. GALV. STEEL Eng.. JAYAD PRODUCT REVmD a BOTTOM BRACKET FASTENED FLA RCIVIL 70592 1s � WW 1W 1>r30" I W/ (4) #14 X 5/8" SMS C.A.N. 8 p N% l2"SMA 3D2 BOTTOM 058. ALUM PLATE 1,drawing no. WITH 1/8" X 1" S.M.S. 0 48" O.C. SECTION A --A AND RUBBER WEATHERSTRIPPING 01-09 sheet 3 of 5 . p. I � STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X8 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. VS►OOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1 /2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF le O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL. BE CONTINUOUS FROM TIE BEAMS TO FOOTING. 5/16- X 1-5/8" LAG SCREWS AT 12" O.C. sA n Vis• - °• . 1-1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM r5/16" DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. 1-1/4- X 2-1/2" X 14 GA CONY. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS f3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBED ISPACING EDGE DIST. V0- HLC SLEEVE BY HILTI CONC. 1-1 4 an .3/8" HLC SLEEVE BY 'Hunl_FILLED BLOCK 1-1 8p " 3/8" DYNABOLT BY InW CONC. 1-1 2 8" 2- "3 3/8 8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1 2 g" 3-3 4" MS" POWER -BOLT BY POWERS' 13/8" CONC. 2" 8" 1-7 8 SLEEVE -ALL BY 'SIMPSONSl CONC. i -1 2 8" 1-7 8 CONCRETE Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm . = 2000 PSI MIN. 1 -1/2 - 2-1 8" X 1" X 14 GA. GALV. STEEL TRACK FA/STEN)ED TO TRAC//K PLATES SLOTTED 1M S &XLOCK TNUT HD. ALTERNATE TRACK IhISTALLATION FLA. PE { !"R"RIODU[T RV4112 0 as am4fting WIW die Flaw sa 2 pt AQ op No o /10 106 011 fly >�'coaaa til W 0 0 M Lj M w Q (3 .+ C9 Z ao w 1O U) W0 1 0 p B11 - (P p ME 3= 0) � Q © rte•- � drawing no. 01-09 Of DOOR PANEL 11 f 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" D.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GAL (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS #8 X 3/4" SMS C 0 3/8' FROM ENDS 175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. EXTERIOR D.L. OPG. CML nA. PE # 70592 C.A.N.: 8 I. * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION W Go 0 0 0 M M w a fi C9 z vi Fj w V1 00 � I U O Z o W �� o V) O � 2 I � O g drawing no. 01-09 -- sheet 5 of 5 C #8 X 3/4' SMS t s 1 0 3/8" FROM ENDS ® tt iii ! t i AND 7" O.C. MAX. t. (4) #8 X 3j4' SMS I,, , ` ® 1-3/8" FROM ENDS IIII 4 AND 6-1/2- O.C. MAX. J IIII III t i - :1; .175 X .082 DEEP GROOVE IIII 1/4" POLYCARBONATE LEXAN -BY SABIC INNOVATIVE PLASTICS j ! j NOA #08-0305.02. 0 G3 CSa 0 123 $ 101 IIII :I:I IIII 00 iI�I 1* j 175 X .062 DEEP GROOVE f` 1�1 t li! J I ! J (4) ,8 X 3/4" SMS Iljt 1 0 1-3/8" FROM ENDS j j l j 1 AND 6-1/2" O.C. MAX. J . t• II! • JJ t 1 #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" D.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GAL (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS #8 X 3/4" SMS C 0 3/8' FROM ENDS 175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. EXTERIOR D.L. OPG. CML nA. PE # 70592 C.A.N.: 8 I. * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION W Go 0 0 0 M M w a fi C9 z vi Fj w V1 00 � I U O Z o W �� o V) O � 2 I � O g drawing no. 01-09 -- sheet 5 of 5