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334 NE 99 St (15)d PERMIT APPLICATION / FOR MIAMI SHORES VILLAGE Date, l 42 - o / Job Address 331 N E 9 9 S � Legal Description 4,A • Fig 00 Owner/Lessee / Tenant P i 0 ' 2 L Owner's Address 3 3 NI E. 99 Contracting Co. -0 Viz o S G Ak. Qualifier (442 ■ SC) t 3 State # 2. oto I / F 5 Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address r Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING F SIGN WORK DESCRIPTION do President President •" •" I+:N #CC74• EXPIRES 1,, ` _ eptember 12, 2002 NDED THRU TROY FAIN INSURANCE, INC FEES: PERMIT AO/0d RADON APPROVED: Zoning Mechanical Tax Folio 1 L Address Historically Designated: Yes / /S2 060/E557o No /( Master Permit � # 9 9 7S-0 V J Phone t 28i 13a0 Z �� S i g g cf . 33/ . Phon0 5) 2 bS 1 7' 51 G J Ens. Co..l�itCOVE 5111 a4Sa / Y 0 k91�EL � ucA � �,� � 3 Zia) i��i �: Square Ft. Estimated Cost (value) it WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 6 2 0/ Date Date C.C.F. NOTARY -49 BOND Building Electrical Plumbing Builder Date pyres: Pt Maria V. Butcher v: MY COMMISSION # CC749756 EXPIRES • a September 12, 2002 BONDED THRI J TPOV FAIN INSURANCE, INC TOTAL DUE Structural Engineer Date / ' Job Address PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 4/e 9, ,Sr Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 1160 ET F �/� //1/ a t � / t # j 9O 3 7 Owner's Address `O O O 5� 9 UE F7 //9/7" Phone "cc` Contracting Co. GG/ � D 2 i hyC . Address / 7� 5// C AfJ.�6, 4 Q ualifierlen n i C 1 ��YY1Cc Y1 FLU ss# aPhone 9sk-1 -94a �� g 'c(, State # Ci6 3 31 3 /. Municipal # Competency # Ins. Co. Re C Architect/Engineer Address Bonding Company 0 Address Mortgagor Address Permit Type (circle o e): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �F � p✓e cioor 3 Square Ft. Estimated Cost (value) .555- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. i Signature of owner and/or Condo President Da Notary as to Owner and/or Condo President Date My Commission Expires: , SHERYLANN MILLS COMMISSION # CC 503077 „', EXPIRES NOV 20, 1999 ����• NOV OF P. ATLANTIC BONDING CO., INC. FEES: PERMIT I )' ° RADON APPROVED: Zoning Building Mechanical �- 7 " /7- ** / L4o .?.Cd I M C.C.F. Signature of Contractor or Owner- Builder Notary as to Co My Commission Expires: VALERIE J. PASALODOS 1Y COMMISSION N CC 475930 EXPIRES: June 22,1999 Bonded Thru Nobly Pubic Underwriters (t)m,f od.0s tor or Owner- Builder Electrical Date 1/ Date TOTAL DUE `" Plumbing Engineering , METRO-DADE BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI FLORIDA 33130.1503 (305) 375 -2901 FAX (305) 375 -2908 Stanley Door Systems 1225 E. Maple Troy. MI 48084 Your application for Product Approval of: Stanley Garage Door GDH 444 - A do GDI! 448- -A tender Chapter 8 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant' For listing see section 7 of this Notice of Acceptance. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3 This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Honda Building Code he enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0516.17 (supersedes No.: 93- 1020.01) Approved: 05/23/94 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FI_AGLER BUILDING u Dia ond, P.E. Expires: 05/23/97 roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles anger, Director Building Code Compliance Dept Metropolitan Dade County Stanle/ Door System ACCEPTANCE NO.: 94 -0516 17 NO ICE OF ACCEPTANCE: SPECIFIC CONDrfIONS 1. This approves an overhead door, meeting both the cycling and impact tests, for installation where the specified allowed wind Toads are not exceeded The doors shall meet the burglary- security requirements of Section 3603.2 (b)(3)(aa) of the South Florida Building Code. 2. The doors shall be constructed and anchored as detailed in the approved drawings. Model Drawing No. Door Dimensions (ft) Stiffener Design Pressure (psf) Width Height Per Door GDH 448 -S MO272 -A 16 MO273 -A 18 GDH 444 -S MO274 -A 8 7 2 45 MO273 -A 9 7 2 45 GDH 44S -A MO212 -F 16 7 4 53.9 • MO21 I -F 18 7 4 . 53 3 GDH 444 -A MO210 -G 8 MO211 -F 9 7 2 58.1 NOTE: Drawing MO273 -A and MO211 -F show details of each respectively model . 1)oor Details The panels shall consist of 24 ga galvanized and painted steel. The door is supported by vertical posts that can bend as the door is opened and closed but lock in place to resist up to 74 MPH wind loading. Additional pins shall be placed at joints when wind velocity is expected to be greater than 74 MPH. 3. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in Paragraph 2913.2 (a) (1) or shall be a durable specie as defined in Sub - paragraph 2913. (a)(6)(aa) of the South Florida Building Code. 4. The door operating mechanism, (not included in this approval) shall b certified by Underwriters Laboratories or other recognized agency. -2- APPROVED : May 23. 1994 EXPIRES : May 23. 1997 7 3 45 7 3 45 7 2 59.7 7 6,d49 it Diamond, P.E. Supervisor Product Control Division Steak.+ U.0 u. c 8 %.ale n A t4O.: 94. 0516,17 AI'1'ROvED : May 21, 199{ EXPIRES : May 23_ 1927 ►rIQS.LCE OF ACCEPTANCE.: SPF;k:IFISL S:C L'I)1TIONS 5. Conditiu r'_ f () General Application for building permit shall be accompanied by duplicate prints of the approved drawin bearing the approval stamp. Notice. of Acccptanee number and date by the Dade t'toduct t1ontrol Section. The Building Ofi ol sl1:111 cnsur.- the adequacy of the door to meet the requirements of the opening in which this door is lo be installed, and: Fot New Construction: Two sets of shop drawings including size, location, height above grade of opening to receive door; mean roof height and width of building. They shall bear the signature of the architect or engineer of record %vith the following statement: "The supporting structure has been designed for the forces shown on the approved manufacturer's drawings," or For Replacement: In Iicu of the requirement (Anew construction stated above., the following criteria may be used: The door shall be installed aver the e jamb using a,' / diameter 1 - embedment. stud type expansion anchor at a minimum of six locations for and S'-o" high door. The expansion anchor shall be installed Ihtough the Inc rk bracket and the existing jamb into the concrete or masonry column. The 1)tt1ldtttg 111;pcctor shall be satisfied that (Iic C\tsltn; condition is structurally sound fo rthis attachment 6. Each door shell bear a Zabel with the wan u f acturer's name, cite Slate and the following statenicttt: "Dade County Product Control Approv " The door shall have a label with detailed hurricane preparation instructions. 7 . Evidenceaj nijtia Test Reparib Dad Drawing Date Last Test iiic;vi5intl Signed by ('eico 12 / 9 /x) 46 INO21 0•E 01/26/94 ,• G.II. L'•Izwr`tg . • , MO212 -D 01/03/94 02/14/94 1140272-A 02/10/94 G.1•l. Elzweig • ' , MO274.,\ 02/10/94 . , , . American Test • r • r. •04/30/94. 6596 0 .0, Iklitr ni Lab of South Florida i� � 0i1 Diamond, P. ,.„ , Product f: .'` untrul Division • `gi ';: 5tt p •rvtsor .2 • •, ME�DADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1803 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 (305) 375.2901 FAX (305) 3752908 NOTICE OF ACCEPTANCE: STA/1 RD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall he grounds for re- evaluation. 4. Phis acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and 1 ollo„ ed by the expiration date may be displayed in advertising literature. If any portion & l the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as.well as approved drawings and other documents, where it applies, shall be provided <t9;,the applicant by the manufacturer of his distributorsand. shall he available for inspection at the job site at all time The prints need not bea'.'. le sealed by the engineer;-i '= { 7. Failure to comply with Standard Conditions shall be cause for termination of Appro Revised 12 I(121 l/•V'Ifll/K'NT' PPM' P. % -3- tE ast • ►k,a% •l \ \ ill A /19 7 •s CA B ORATORIF.S ca 0 TM November 29, 1995 Mr. Gil Diamond, P.E. Product Control Division Building Code Compliance Department 140 West Flagler Street Miami, Florida 33130 -1563 ' RE: WOOD JAMB ANCHORAGE DESIGN SUPPLEMENT STANLEY GARAGE DOORS, MODEL GDH 444 -A & GDH 448 -A Product Control Acceptance No. 94- 0516.17 Dear Mr. Diamond: We have designed a method for anchoring the 2x6 vertical, pressure treated wood jambs of the referenced doors to the supporting structure to facilitate compliance with Note 1 of the approved drawings, and Item 5 of the Specific Conditions on the Product Control Notice of Acceptance. Based on our calculations, the wood jambs may be anchored to the supporting structure with 3/8" diameter stud type expansion anchors with a 1 5/8" minimum concrete embedment, installed at a distance not to exceed 8" from each end and spaced at 24" on center. A minimum concrete edge of 2 1/2" shall be provided. A copy of the calculations and other pertinent information are available on request for your review. We trust you will find the information contained herein helpful a d if we can be of further assistance, please do not he to call on us. Res lly submitted, Pro onal Engineering and Inspection Company, Inc. c _' • Z I ! + l i t f .. V ' c care s klir6 I�0 a a. St & t8 1 ,o r La• Regist,te PP e ssional`Eng i neer Number 0038162 egi � 41{Inspector Number 0952 i., Daver. Wegner jfmcorea \allied\po2631 FORT MYERS PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc 4350 W. SUNRISE BLVD., SUITE 103 -D PurmrATIoN. FL 33313 (305) 581 -2008 (800) 688 -1786 (305) 581 -0433 FAX ORLANDO NEW JERSEY CO MAXIMUM ROUGH OPENING WIDTH 94 (7'-10 000R WIDTH 108 (9' -0 8' X 7' CCOR 9' X 7' DOOR 0 STANLEY DOOR SYSTEMS MCDEL 24 GAGE DOOR SIZE DESIGN LOAD PSF DADE COUNTY P RODUCT .PPROWL 0 0 SEE NOTE • FOR HEADER ANCHORAGE DETA/L 41 I MAXIMUM ROUGH OPENING WIDTH 106 (8' -10 DESIGN LOAD 7 TAG TO BE ATTACHED THE GARAGE DOOR PATENT PENDING TYP. PIN POSTION IN HURRICANE CAP DOOR WIDTH DOOR HEIGHT 2 x 6 PT JAMB 96" (8' -0 "1 Be (7' -0 ") 1 94" (7' -10 "1 106' (9' -0 " $4" (T -0 IOe ( 8' - 10•'. DOOR SPECIFICATIONS CHART ROUGH OPENING ECESS DETAIL DOOR WIDTH DOOR HEIGHT 8 4 7' -01 64' (7' -0 ") .75" RECESS No. OF POST 2 4 4 No. OF PANELS V (Las.) 2784 276• SEE NOTE • FOR HEADER ANCHORAGE DETA9. Him) POST ANCHORAGE HORIZONTAL FORCE MAXIMUM POST ANCHORAGE FORCES (TOP & 8011011) 736 736 H (WS.) H Merit POST ,ANCHORAGE HORIZONTAL FORCE OF SLAB 225 ' .75 RECESS - POST ANCHORAGE VERTICAL HOAR ASSFMBI Y - -SIDE Vino( FORCE 00 NOT SCALE THIS DRAWING ToLw.tm aN HWCNONS • 1 /44JX0WLS :.015 -man t r.t*41SS OT1134M6t SvtOnm. DESIGN LOADS (p.s.(.) WIND SPEED 110 59.7 58. 1 1. GANN= END STIE (19 GA). ATTACHED WITH TOGGLE. PART NO. C2X6o1598 -9 2. / HINGE (14 GA). PART N0. C22600402. OTT. (5) ER P 916E DL30R 3. AMMAN( INSTRUCTION W 1. 4. /2 NICE (14 GA). PART NO. CZ1600403, OTT. (2) PER DOOR 5. 13 NNGE (14 GA). PART N0. C2X600404. OTT. (2) PER DOOR 6. ALL HEADER JAMB. ANO SPR 4G SUPPORT PAD TO BE MADE FROM TREATED 2 X 6 LUMBER 7. P4i•IAR1 LDAO � JIiBNG PUNT (TIP.) SEE DOOR SPECIFICATION Q4a T F OR POST ANCHORAGE FORCES 8. EIIO BRACKET ASSEMBLY. Y. ATTACHED wart (4) 1/4' - 14 X 1/2' TAPPa1G SCREWS 9. OPT101ML LOUVERS AS SPECIFIED BY DISTRIBUTOR 24 SUMS (8' & 9 DOOR) • 1/2' x5 - 60 SO. w 10. TYPICAL PIN POSITION FOR NURACAHE 11. GALVANIZED NT. STILE (20 GA). ATTACHED WITH TOGGLE LOCS MO ADHESNE. PART N0. CZx601596 -7 12. STORAGE POSTON FOR PINS--NORMAL OPERATION (TYP. TNT. POST) 13. BACKUP PLATE (t8 CA.). PART N0. 63971 AT EACH SECTION JOINT STILE LOCA110N (15) PLCS. TYP. OTT. (30) PER DOOR 1 4. PMT NO. CZX252924. TOP BRACKET ASSEMBLY FASTENED TO END STILES WITH (3) 1/4 - 14 x 1/T SHEET ►€TAI SCREWS PER ASSEM 15. MARftENANCE LABEL PART N0. 117303254 16. PfltMMENT L0. TAG. ATTACHED BY MANUFACTURER, PART NO. 63973 17. WARRANTY/PANT INSTRUCTION BAG. PART N0. C2)(602179 16. 8T1L PLATE. PART NO. 63969 (9 GA.); ATTACHED TO CONCRETE WITH (4) 1/4' x 1 1/4" 111/1. TAP -CON FASTENERS 19. B11L PIN. PMT NO." 63975 20. 8T1A. LOOC (A PMT N0. 63968, ATTACHED WITH (2) 1 /4' x 1' BOLTS k NUTS 21. BOY. CAP. PART N0. 63967, ATTACHED WITH (4) 1/4' x 1/2 BOLTS 4 NUT5 22. BM POST. PART NO. 63966 23. CUP Pao. PART N0. 63974, (1) PER CAP. (6) TOTAL 24. POST Pot PART N0. 63975. (2) PER CAP. (12) TOTAL 25. SECTOR JOINT CUP. PART N0. 63970 26. INTERN. POST, PART N0. 63964 27. 1/4' x r 90L3' t HUTS. (2) PER 28. POST CAP. PART N0. 63962 29. 1DP POST. PART N0. 63961 30. 4-1/4 x 1/2' BOLT & NUTS 31. TOP STRAP. PART NO. 63959 32. MP HOOK. PART N0. 63958. FASTENED WRH (2) 5/15' x 1 5 /8 LAG SCREWS (7 CA.) 33. PANT]. STEL1. (24 GA). ELECTROLYTIC ZINC COATED BOTH SIDES Rev. No. Date Revision Notes /z\ A\ / CAP 10/7/93 Revised Part No. 63974 to 63975 10/7/93 10/18/93 10/18/93 12/9/93 12/9/93 1/26/94 PROFESSIONAL and IH9'E 4350.• ' 811 $ULTE 303 Pt.4 NAf10IE. Re; '113 (305)56( = - Revised 3/1s to 5/16 Revised (4 GA) to (7 GA) Added Recess Detail Added Panel Specification Heeds Anchorage Note Horizontal & verticat Forces REVISION: ;101ES. D STANLEY GARAGE DOOR 1 , OOH 444 -A eV. 1 8 It & 9 H. TE: 1 -26 -94 1688 No.: 101993 '�fOWG BY: M.D. l f 4 DWG. NO. 110210 -0 ' NTS SHEET I OF 2 A• C ;;;R) GALVANIZED STEEL HCRIZONTAL TRACK 1f DOOR TRACK - -SIDE VIEW FLAG BRACKET PART No. C2X253237 ATTACHED TO JAMB aim (2) 5/16' X 1 5/8' L.G SCREWS PER BRACKET TRACK BRACKET (REFERENCE) PRIMARY LOAD BEARING POINTS SEE NOTES / 1 & 2 0 0 C HANGER ANGLE 8' -0" FCR OPENER 10' -6' u] N r') T\ /4' -20 X /2" CARRIAGE BOLT & SERR. NUT (TIP) O 0 O 0 O 0 O 0 O 0 0— 0 • 24 X 24 BLOCKING 1/4"-20X1/2" CARRIAGE 'BOLTS & NUTS. 2 X 4 BLOCKING 5/16" -18X1" HEX BOLT & NUT. 1' x 1" x 16 CA STEEL HANGER ANGLE & SWAY BRACE FASTENED TO TRACK WITH 5/16' -18 X 1' HEX BOLT & NUT BOLT & NUT: AND TO BUILDING STRUCTURE WITH 5/16" X 1 5/8' LAC SCREWS OR BOLTS- -SEE NOTE /2 FOR INSTALLATION REAR VIEW OF R.H. 000R TRACK NOTES: C&04 TRACK SHALL 8E SECURED WITH A MINMUM Of (4) TRACK BRACKETS FASTENED TO PRESSURE TREATED 2 x r WOOD JAMBS NTH 5 /16' x 1 5/6' LAG SCREWS. THE METH00 OF ATTACHMENT TO RTE SUPPORTING STRUCTURE or THE PRESSURE TREATED 2' X 6' W000 JAMBS SHALL BE APPROVED 8r THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ANO N ACCORDANCE WITH CURRENT BUt rrc CODES 2. M.L. MOUNTING OF TRACK BRACKETS. HANGER ANGLE SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE WSTALLED PER STANLEY INSTALLATION INSTRUCTIONS (C2X254915) SUPPLED NTH DOOR SYSTEM. UNLESS OTHERNSE NOTED. 3. ALL POSTS TO BE FASTENED TO DOOR STILES NTH (4) 1/4' — 14 X 1/2' TAPPING SCREWS AT UPPER ANO LOWER E OS. 4. DOOR CONNECTION TO CONCRETE BEAM 2x6 header shall be pressure treated and of a stress grade not less than 1200 p.s.i. nominal extreme fiber stress in bending (Fb). Header shall be fastened to a cost -in -place (rc w 3000 p.s.i.) concrete beam with 1/2' diameter expansion anchors with 2 1/4" minimum embedment and edge distance. Expansion anchors shall be installed at a maximum of 6" from each side of the top post attachment to the header, at o maximum of 6' from the ends. and spaced Ot a distance not to exceed 24' on center. DOOR CONNECTION TO W000 HEADER ti oddition to a property designed 2 - garage door wood header. door posts shall be attached to on additional 2x6 timber of a stress grade not less thon 1200 p.s.i. nominal extreme fiber stress in bending (Fb). This 246 timber shag be fastened to the wood header with 1/2" AST* *307. Crude A Iog screws (lag bolts) with o minimum of Y penetration into side groin of the minimum 2 - wood header member. Lag bolts shall be instated at o minimum of 6" from eoch side of the top post ottochment to the 2x6 timber, of a maximum of fi from the ends, and spaced at 0 distonce not to exceed 24' on center. Washers shall be MINIMUM ROUGH OPENING -DOOR WIDTH - GALV. STEEL VERTICAL TRACK FASTENED TO TRACK BRACKETS W/1 " - 20x1/2" CARRIAGE BOLTS & LOCK NUTS. TOP VIEW ROUGH OPENING 2 X 6 PRESSURE TREATED WOOD PAD (SE NOTE 1) 2 X 6 PRESSURE TREATED w000 JAMB (SEE NOTE 1) • s,• V TORSION SPRING SHAFT 1" O.0.x16 GA. MIN. TYPICAL TORSION SPRING ASSEMBLY OR. ,. :. :-.11 e I"' APP SOUTH FLORIDA BUILDING CODE DATE BY PaC CI C..NTRC;L GIVIEION t"UILLJING C-D COMPLIANCE OFFICE AC- ANCE NO. - 10.5 - 7) 'A tn - SECTION Z -Z NYLON MESH SCREEN ATTACHED WITH CONTACT ADHESIVE CENTER SUPPORT BRACKET PART NO. CZX300144 FASTENED W /TWO 5/16"x 1 5/8' LAG SCREWS TO A 2"x6' WOOD PAD - SEE NOTE 12 Rev. No. Date Revision Notes A\ MIN. 1' OVERLAP CALE THIS DRAWING r•ACtc m i 1 /s4occe•xs f .015A•QES s r.vaoss a0745[ uccslm. 10/7/93 10/11/93 10/18/93 4350 SUTE PIANTA 1 ' : • : 1 333r (305' 58' & .' GALV. STEEL TRACK BRACKETS PART N0. CZX252773 FASTENED TO W000 JAMB W/ 5/16'x1 5/8" LAG SCREW (SEE SIDE VIEW FOR BRACKET SPACING). PART NO. 56198 1 3/16" DIA. STEEL ROLLER W/TEN HARDENED STEEL BALL BEARINGS IN CASE HARDENED INNER & OUTER RACES. Revised dimension arrow Iocotion Revised dimension from 18.75 to 15.75 Revised Test A4' 1400 -8 CABLE DRUM PART NO. CZX253519 -20 ENO BEARING PLATE PART NO. CZX280822 FASTENED TO TO HORIZONTAL ANGLE W/1WO 1/4' -20x 1/2" CARRIAGE BOLTS AND NUTS. 2 X 6 PRESSURE TREATED WOOD JAMB (SEE NOTE 1) 2 X 6 PRESSURE TREATED W000 HEADER (SEE NOTE 1) Rt"SICN: D DETAIL "J" scALE: NTS ' 4 5 ' STANLEY GARAGE DOOR • "" ' 400 SERIES DETAIL SHEET -T DOOR HEET 2 OF 2 DA11r 12 -9 -93 : 101993 . (01 1 TG BY: M.O. rovided. DWG. NO. MO211 -F Owners Name and Address . Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done New Building Subdivision �.. State v.•or be done an urpose of b ilding (by floors) Remodeling MIAMI SHORES 'PILLAGE BUILDING INSPECTION DE MENT APPLICATION FOR BUILDING PERMIT Application is hereby rnde for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, w ther herein specified or not. A copy of approved plans and specifications must be kept at building duri prggress of the work. Addition To be constructed of Kind of foundation.. Estimated Total cost of improvements $ 7.40 ' Amount of Permit $.. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot .3 ! Street .. 999.E..1 ,,, .� ,•,,,, „,9,,999_ .,.,,,.,_ < Repairs No. of Stories Hof Covering — cl�] Mfaxitnum live Load to be borne by each floor 1 , I hereby submit all tans and ifical aid building notic 3 with refer to t buil9n n cit sent to Y c� be s The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Flori • . , Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub n ctors employed by him in the work to be performed under this permit; and will post or cause to be posted for , ectio of ./ ork suchipuhlic notice or notices as arc required by the Act. The undersigned agrees to employ only such trams ors< j**: �. performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — - -- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are truue. Permit No. l 2( ( Date...” Q v ' 2_�} _�` Sworn to and Subscribed before me. Disapproved C� (Signed) Building Spector Date Notary Public, State of Florida My Commission Expires and for no other purpose. construction may to me well known, PLAN NC BOARD .._......DATE Chairman Member Member Member Member 9999.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has been obtained from the Planning Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Maximum live load to be borne by each floor STATE OF FLORIDA, COUNTY OF DADE. j ss. and who, being by me first duly sworn, upon of the above described construction, t . at he therein.by him state e. Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address E_4 Fitzgerald No Street Registered Architect and /or Engineer __Teoluaila;al___Sor_vic Name and address of Licensed contractor Edw ''itz £erald & Son Location and legal description of lot to be built on: Lot 5&5 Block 41 Subdivision Sea I Miami Shores Street and Number where work is to be done 3__,?.3- ' 9 ._.,, t ' State work to be done and purpose of building (by floors)..__ Dwelling and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of C B 5 Kind of foundation .BlQok Roof Covering Cent Tile Estimated Total cost of improvements $_____I4OQ0 ____Amount of Permit $____ 1 4 5. 14112 — Zone cubage required STOOD 1$__ o _Plan Cubage al Date_ _ __A� 1 11___25 ,1954 Date___ I cisa Read, Sworn to and Subscribed before me. ate - Notary Public, State of Florida, Buil.h - .ecto " — My Commission Expires Distance to next nearest building 3Qt ry Size of Building Lot ' XQQ x 115 I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to E_dlx_ "'_ itzge_reld__ __S9n 2I7 N E 97 St The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, oat]r deposes and says that he is the arefully read the foregoing application, and that he did sign the same, and that all facts l PLANNING BOARD DATA, Chairman Member .. i Member Member K Member Member Council Approved Date Disapproved _ , , Date NOTE: A charge of $1.00 will .be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper- notice for inspection 'or faulty materials and /or workmanship.