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456 NE 101 St (10)� MIAMI EH ;RES 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 / ' ef 2 2 , Owner's Name and Address. LIP s e":" 4 5.9 #9.Z -96' No S` S 6 Street ___ ti <<.... /..v. / ... * Registered Ar tect and /or Engineer ./ fTF i4ti a v ti Name and address of licensed contractor Se-4 �-c w r,.vc% — 3 9' ?Ur !!!,_ ev,____, _,S ,S7 Location and legal description of lot to be built on: ®9 _ is Lot ,S Block 9G' Subdivision /''H e^ /o A / o 7" Mr.2....5_Av• x sec. y Street and Number where work is to be done State work to be done and p urpose of building (by floors) �Tf!9l To r/[ E'S, a/e C -e Tw o /"Oc e and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of "5 e/' Kind of foundation Roof Covering Estimated Total cost of improvements $ 1.7,r Amount of Permit $ Z - Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot -s o X 11._,5 Maximum live load to be borne by each floor 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 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) O. Notary Public, State of Florida / r9 ^+ 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 to me well known, 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. 7 Permit No 7 1 Date v — 6 2/ Read, Sworn to and Subscribed before me. Disapproved _ (Signed) uildinjnspector 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. CRTRUDED SIRINC,ERS PRwecrw Nu tba 3 SC LE NOMINAL size 3� 4-0" 6 OvtsaLL. AA/germ EN/4..A 33 45" 57" 69" 5IN6LC UN, MAX• W1 DOI DIN. 48" 48" 48" 45" ULT/PLE NITS AFTER RACE SPACINGS 7 =0' WiDr• - b" 42' - 42' 42" - 42" 28" 28 "- 28' 28"- 28 "- 28" IO W1DTM • C P G 42" - 36 "- 42" 42 36 " 42 30"-30"-30"-.30" 3O " "- 30"-30 OTN[R WI DTM3 MAY.'D S4" 51" 36" 30" PI PC SUPPORT SPACING MAY." /O 7'6" . LO .. TOP PAIL ry " N I2 STAR O21VE INS 51 22" o.C. BOTTOM PAIL 1 NO�LOfi'f 1ONG < • T- I.00e' • v,Ai.. � pFlAy'S�N S . P li ©O RAFTER BRACE• . sPAcat - AS tsmul sae (SIM 5444 % • f) SIDE- •5L1IEL:D ALLOY 3003-H I2 0.032' PAINTED ALUMINUM DIMENSION "X" 3(0" PQQJ. N2 I - 34" 48" N 2 - 4(0" 60' N =3 - 38` '12" N4 4 '10' as -31- BoLT WANT SECTION "'B - � D.G. M!'*- DIN.L" r • - r iT- i � I I , I i TxlrAll • Y ' L°B L «.ew P■oe Dorn ro c•r0. � ^90 5TRINNuR s.r P19e sot. PIPE. B2ACE. • 'TELLS Co PI N6 AL UM• TU131NG I" O.D. ".049' WALLTNICIGNLESS 7W8 " 00.5 .042 . I EXT2UDCD' STP1NGE2 MIJLrfPkg UN P1,r 99N M9y .5 ceumoc -rl to R9lr.t BtACr DS S'41NDrl VN R3 S.O - 9899. 1 TUBi0 E co Sacr, - QAFr9R. • p a wn. Nit e9•C.1Na ][j" Tu9;N y. Y + • zo ' M9t.N BOLT ^ITN wINC1 NUT Yt" I•/s ../so- #a LONiN r0 V9•L •..e. C.•e.crr. w • .. .v« 4.1 •91 p91.1N. R9M9WN Q9V1S 1o FOSr19D ALUM. CN PIPE e?. C am(/' DE TAIL 'X c1Pe RR•+ ro,G, - •cr '2. - - + IV STAR DRIVE IN'S TO .+lAON2Y WALL PfPE BPACL - I NGE_ .050 99. ALUM. " - 909NDOwN CL1• tt*90 A.CAT9. 9T 5w 990,99 .9999 DETAIL 'X' .I: ET R1L • Y' rr - BOLT SCHEDULE APPLICATION SIZE • 1 -2 -Ai Pa " - "" GLAT - To 5T2INGEJ2. CD -32 Y I /2. " Fsen 25rra D*AU. !►ACR+AS 2 - - 1} - 20 MAC.N SCRRWS 4 Nuts SIDE S/ -HELD TO S1 SLAT- 10 -24.1. 4/6 " '• - S St "r F1t19099 P -- rRIN4E P. ro.LeWNIG TO 1)9991•? oN D9CNL I01.L ON 1.90 •WNIN9 599VI9W 9WNIN98 C.C1ri,I.S TO Toe Rue, • Nio, 79.•7M9.7 OF Au 95791- IN THIS PRODUCT Cow FOAMS TO TMB <PScI F0971093 CONr•IMbo in 'NS ^LAMS SUOMITPD 909 70091) 00090i''. N18 tr9LLM1ou. 1105 AWNING NV, 99 01.0590 9,.0 99:0999 DIN TNB 991-1 909114, 9 NURRICRNE 9)9991114 09. 1),99T. 2 -' •Z0 P..TS on I- IINGE. i:A,5-ING ALLOY 31'7 TO . MO. PN lLLDS MS.Atu#t 24FTEQ STRUT TO ST 2INGE2 SLAT- 8- 32y AL.TD.ND• Q.I.uosN5 TOM RAILTO 81121 V.IGER SLAT- 10 -24" %'B 2D NO SLmT[D M.S. A•WM. e.1- I99Nr99•1!I•Nur O l `Rac B¢..cc LOADING TESTS STI2UCTU2AL CACULAT IONS INDICATC `fl -IAT WITH TUC SPANS SCHEDULED, 1 THIS 12UC.TU21= W'lLL SUPP012T 43 1-.1- 3s.F"E2 ',Q. FOOT LIVE LOAD WITH _ NOMORE THAN 207. PERMANENT DEFORMATION IN ANY MEMEIER - . THIS LOAD SHOULD 13E. DIVIDED "BY •PP2OP21■TE SAFFil" FACT02 TO o . I N SAFE LIVE 1-0, . WILI AR-0 H. STEVENSON Prr: 8440 STA-r c ' PLpf21DA E9r9.N5eo. .STO"NCfl ALLoy Lc 3-TL. .0S0' w•LL . _RAE TER _ERACG .DETAIL . -- .125: PC)TTOM 2A11 - I- IrADE.R TOP PAII -HEAVED . ALLOY- CDO (03 -T 6 . VO G U L AWNING D2AWN BY - 1-11 M MAY AP P'D BY - DATE - 10 AP2 Col D'W'G N° MRRK 9901sT low A L T2 e 1 91079 P NAME : .SNkEtaaDa - .ar RDRRBSS: 4» 6 /V, 1,0T: 3 SLOCK: y'U • SUB DIV RA -. BAaetl N...1. P. • M■u • /o s� PLOT PLAN 2.410• ALLOY - (OG3 - T (., 2662 43Ca. 1200VtN6 SLAT - ALLOY - 3003 -14 12 .OIQ P. Au) M. t EXT2.UDED 9T21N6E2. 6 - ALLOY 60(03 -T6 . 1 991-1 - .030 SEA VI LW IND. (N G. NAtAMI,r•LA'.