Loading...
151 NE 93 St (3)State work to be done and purpose of building (by floors) 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. / Date Owner's Name and Address /`l�1. • ‘/ A.../ 1 G� L Registered Architect and /or Engineer � , cU, I`ve o e° L Name and address of licensed contractor j /I Zi22 /04 Location and legal description of lot to be built on: Lot fad 2Z_ Block ? Z New Building Remodeling Addition ' To be constructed of Kind of foundation s 7 0 Estimated Total cost of improvements $ S� ' Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot 19 6 Street J', 4 , 93 .Sf No. /i7 4.380 .5704 - .957//' /00= Subdivision AMP Street and Number where work is to be done /57 , "itJC'LO Sv e ' ",P 770 . and for no other purpose. Repairs No. of Stories Roof Covering 1 7 Maximum live load to be borne by each floor I hereby submit all the plans and specification for said building. All notices with refence to the building and its construction may be sent to _L1T� - 2-41 7 // 5!/ 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 rovisions thereof, and will require similar compliance from all contractors or sub 1 ctors employed by him ection on the site f .h public notice ed under this in the work to be performed under this permit; and will post or cause to be posted or notices as are required by the Act. The undersigned agrees to employ only s permit, as are licensed by Miami Shores Village. Remarks ( Signed) _ STATE OF FLORIDA, COUNTY OF DADE. f 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 true. 997 Permit No [J� 97 Date Disapproved _- ate (Signed) 41 ___. Buil . g Inspector subcontr tors, on wor �__ -- to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida on of th ork e per My Commission Expires PLANNING BOARD DATE Chairman Member Member Member 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. BEAM AND COLUMN SCHEDULE (FEET AND INCHES) PE S I Z E THICKNESS MAXIMUTA CLEAR SPAN 2 2 2 3 • • 4 6 6 6 6 7 7 7 3.76 3.76 5.64 5.64 6.94 6.44 5.69 1.2 5 1.25 1.25 1.25 1.2 5 1.25 1.25 1.25 1.25 1.00 1 .040 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .09 0 .050 .050 .050 .050 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .062 .040 .05o .050 .050 .050 .062 .062 .062 .062 .062 .062 .140 .140 .140 .140 .(40 .150 .1 50 .150 .1 50 .150 .150 2 .187 .187 .187 .187 .187 .187 .187 .187 .187 .375 TY 1 k h, o b 1, 1, I, 4' 0" .090 12'-11' 458 4584 454 4 540 65 65A 23- 3 20'. 9 21 -5 29'. Ii 6555 654 6540 75 750 7500 754 7548 75955 55' -8 • 9' -C B 10' -0" panels will hove 293 Snap for the Penmeln member. At o con be sed os perimeter mem. CABLE SCHEDULE -• FASTEN NG SCHEDULE HEIGHT SPAN NO.CABLES DESCRIPTION 0 -0'- 8' -0' Up to 16 -0 0 0 "- B' 0' 0 =0 " - 8 - O' 32' 0' 40' - 0' B.0'- 10' -0" Up to 13' -0" 1 sin plot* Io column 6'- 0'- 10' -0' 13'0'- 26.0 2 1 10 fascia 8'- 0 " -l0-0 26' -0'- 39'-0' 3 • 2 strut to I P L A N TYPICAL ELEVATION 12'- 0 1 7'-10 e' - 0' 8' -10 4 I3'- 7 21 -7 19 - 11 27' 9" 30'- 7' 30' -6' 31 -9 44 "? 1 0 8.001 2 t « alums 18 -9 33'.7' 34' 3 34' -11' 42 -0 3 2 cho.r roil to column 12'- 9 15'. 11' 19'- 3 17'. 3 1 7- 9 23'- 4' 27'. 0' 32'. 6' 33' -2' 39'-10' 9- 1 (0'- 5' 18' -7 17' -0 28'- 6' 28'- 5 25' -10' 25' -10' 26'. 7' 31'- 9 36' -2' 21010.54• ,0- 2" 16'- 4 24'. 11 29' -10' 29 - 9 30'- 1' 0'- 0'_ i'- 6' 7. 2' 15'.,0' 28' 9' FASTENER 2 At 10.94' 5.M.5. 2010.3' 5,95. 22 10.0' 505. Oo X.'.2k'wasne.s!524' c -c. IMMO WIND BRACING DETAILS a SCHEDULE 2H 25 35 900145 65 -651 655 -6SWA 65 AA C OMPONENT MEMBERS 2 :2;1" i0e V z e�o 5065. to slam Fascia washer._ I1•111■11[1 r 10.2r•.00 4 1624'4c E 00040 or 2or4an *11.ong. location DETAIL 0 CABLE DETAIL 1.2 ./2010.1' SMS to boom 0.232•.a.smews to Iowa ...side .2 010. 20'SM51024't.c '-32') Use 2:2:X1 orq.o. de. /2010 54.5 Over 32' use 3 SAM 1.2 . .. - 0' -32') Use 2110,24' logs E.PcmaId 4 41ab Jordon •100 6.6m (04.,32'1 Use w /115 « 'cc .1?y. zI4� • 3 Logs DETAIL © .2 col. 2 )S. 2*' Fosc.O 210927t10gs E•pondet or Jordon * 100 Footings (See Det5) ALT. DETAIL© 2 2 ,2MI05MS . . 011200 .0smg .•01.91 Nipn l c4ss sleeves 8 -2-6 R ...fed eye tail rev 0 .001011 « J«e 31035 Ebtent4Anchor 2.2 2 , 2' *no. Beam .DETAILQ2 172 ALT. DETAIL l@ eorn 3' Studs and cap nuts 1.2 U CLIP DETAIL 2•l0.2O.t crews 0/ 30'penetr non 4o-ratter 130'. IY'• I30'. %' Channel Boom Beam ALT. DETAIL © WITH GUTTER 6o1Ow NOTE: 0 Coble re o embly may O ,00shtu i, 2.2 70005 01,i.4c s 1101 COMPRESSION MEIY1. FASTENINGS Pere F Column 2.2 Choir Column r DETAIL 0 L ALT. DETAIL 2.2. 2.2 Choir too Tro.nIt mound: n0.2>, "HNSSn'.� 24.1.1 0.0, iuinn. nn oi n GENERAL NOTES: I. Design (000: ls in and out 13ps1, roofs up and down 7 psi. SOlely Fuct0.:(.5 wal 2. Srreenclolh openings to be 6056 or greater. '3. ro(Irancebea 040 elomnum 055oe. Cons °on 81 ,08 . weh 4. 4lummum hl, urh.0Mm,an,h0fasc,u.1I4,COm 00)41075 and' o,r top roi peri ns me shop be 0 m «1.040 b 4(006 .,t0 no menus tolerance• 5. All exposed fasteners shall be non - magnetic stomless steel 0 alums. except cable hardware fostener5 wick may be 101 -04.10 g al,. steel. Non- 1,00540 fasteners may be magnetic stainless steel. 6. All tali cn oonchorm 0181004 of al` .n P. bsiic 81 maier of ma gm p � 00010,4080.00)04). 7. Bolt and screw Iastemngs Ihru an open sect,. of extrusion 0140 fasc,o or slab must roue o head diameter of S/ • or use a washer al 96' min. diameler. B. All cols. shall be IOStened to beams Or struts with fasteners other , .non interior screws. 9. 606346 aluminum alloy beams .111 bear elb.d. ,denhhc °Non mark stamped one loot from each end of beam. Following are approved marks: BON 6063'T6, 8•6346, A163 -T6. (0.' In addition t0 beam beone columns, cti p ongles are required on 1 salt columns !a1B -o' 1 -0 n0•. 0- stabs and (005045 by others unless otherwise noted. 12. Latches on doors 01 000r5 of Swlmmtng po0) enclosures snail 0e 5- 6'above threshold and shot) be Sell- lotahmg Ord see - locking type. 13• f accordance n e clo s u res h as approved by Da de Conte Bldg. a Zoning Dept. dated April 5,1965. W. Aluminum straps ore 606346 wits Y 5.30.000 ps. a)ta0)10 10 beam with 010 5.1956129 _ cc 75. 16,000os. 2.2 15., Wood inserts have a fiber stress Of 1,200 psi. 16. Steel strap has a fiber stress of 18,000 p5.. 2.2 17. Rubber elertrionl tape or asphalt dip to be used on steel inserts Choir Nan in concoct with n n lu•ninm. 16. minimum length of strops nod inserts to be 5056 of beam spun and p10c19 in center 01 span. 2'.2'./e'np. i Components on this sheet are covered by US.Pot. no. 3,222.841. © Per.r mem. B 2• 1 - r t - r wit T 1lS 2I IP� �_L r c4c• T " 2 PERIMETER dEheB' PEF IMETER MEMA' 2' 2I LL MISCELLANEOUS MEMBERS 2SL « ' Pcrrret,, mLer A top nanlm0oll lo,tened w/2- ,0105.6LS led n pnnr 1. Pen neter mem. B requires no additional fasteners. 2 101(0.101,01 2l- 'Sections I,2H, 2S -C and 25 -8 me alloy 6063-75, 7572565,. Exponen«20,0nnU 'AD Others men!oy 6053 -T6, 015.•30 ksi. TYPICAL COr\h1ER DETAI L 1 DADE COUNTY APPROVAL N0. 66-130.1 INDNSTRIES, INC. 5050 04,1 1,01 de. titiie m Floneo Phene: 608-0528 SCREEN E.NCLOSOOE SIAnD0HD DETAILS CNS G W NUE l /AwN 801: �.5. - DHawINO - N� P. {.'6710 DATE 8 -30 -66 4-6602 'n1.rit " ,,,^,,ti Ile541 001 o r 3 M b 1 w 4 Os 4 J d 2 h 0 1 0 ' V w A at in N W z 3 s