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HomeMy WebLinkAbout336 W Lake Mary Blvd 18-372 (dumpster encl)t r CITY OF - Building c� F'i�-ePi-evention Division -FORD PL' Y IT f '111' It[ .l Ll Cft 77(>1Y IRE UEP/tI TM11 l't` Application No: r Docuniented Construction Value: S 1 vet, 0-0 Job Address: 6 (�u1. LAY-E } ftf-y ALVD Historic District: Yes[ t Parcel ID: ��-;,�(j�--�.��i -(,CICI �� did Residentialr Conimercial[Q 'I'ype of Work: New[ fkddition❑ Alteratioun Repair lvemoll Change of Use[] Ylovell Description of Worlc: _ (ir>7P 1'�-rL ENC1-CXuR-C "/ C A S r----N,--rzr?nnn—ram Plan -Re//view Contact Person: to wg T `itle: pe-Y}Z I I►one. lD t(' 1, ,Y rat: J110,&q-j4-e?yl0 Email: bi'1'G11.A�r�L,2 �� Gt/1i� r� EtT �Jyy �� rvl Property Owner Information Nance Wig C- )JO 1).5 /Pj C - 11011c: —j r Street: 00 F1(4-tJG1A-L 9(2--. Resident of property? City, State Zip: IV 5 <-�A d)©✓) � C ntractorrInformation Name wft r�LE u 15E tic EJF&P IPl_5 Pltoue: ji10�. Street: _/_+ A) t 2C-414-L P-- Fax: kL70 i 79-1 City, State Zip: 7), 6S 6-4 '7,0 6`7 l State License No.: Architect/Engineer Information Name: Street: F,,ix: City, St, Zip: M1S;09 t-A �M"7 Sri Yo E-mail:' 1lV ��r, D6d �C i-eyicljt12�►-S.gowl Bouding Company: Address: Mortgage Lender: N)ft Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF' COlINJM ;NCEIYIENT MAY RESULT IN YOUR .PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE Of' COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT11 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONINIENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I ccrtity that no work -or installation has commenced prior to the issuance of a permit and that all wort: will be perrorrned to meet standards of all laws regulating construction ill this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10-5.3 Shall he inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code RCVISCII: January 1,20B I'ennit npplicatiou Ei" q) HULLAREI POST -- GATE POST SEE 4/D5-I LO #zI HOOKEO DOWELS 9 H12" -- O.F_ EXTEND INTO SLAB 24" MIN, AND TIE TI..I kkl.F. V-1011 x '7 X h" E1000 PSIE_ OI IT _11NL SLAB N 13 F',ANULAR BASE W/ 6bx1j 1,12,9 X W2.9 WkIF 11 r� I T� HOLLARD FOE­J I'INEi, EXTEND I Lj BELOW THILKENELI I'm L L-i LFPUNT Flll--jE THICKENED FFTL` W1 (4) ff4 HINT. 1-10PIZ, PROVIDE 44 HOOKED RAPS AT SZ' OF. LAPPED I"D WWF OHMPSTER SECTION 2 112"x2 1/2"X-I/lb" SrL. h" I. D. PIPE ANELE FRAME F-1.11LUMN PAINTED YELLOW LONE, 3/4" DIA EFIL.1' FILLED HOLLAPOS 00A 36 ------- - - --- 22 5 AEE METAL OEEK - PRIME 0 FAINT BLALK, WETO FRAMF 1-11M."jE LOLLAR W GREASE FITTINES 2 PER JAMF) HARDWARE DETAILS NT5 6"x4"A/2" STL. PLATE NELFIED ALL ARUILINFI HINGE F-OLLAP, W/ TO HINGE F-FILLAR E)REASE FI r I'INF)5 2 PEE :R JAMB 2"x*-_TxNI5` LU STL. ANELF REINFORLINE, fn d -/4" DIA. ROL I SLE'C-'.VE WITH SET SCRChI 7 1/2"x7 1/2"xNIE-)" STL. NELE FRAMLL HINGE DETAIL 112 11=11-011 I ALUM. CAP FLASHINE LIN F_ONf'. TREATED 2x8 EON 1'. 8" DEEP 130NEJ REAM, D F',1711-14 1-0 FOP CIF WALL, REIF. W1 (2) -",,1 LONT. USF FrIHERIFil.-ASS FiRDUT 9TOP EDUAL TO OUR-O-WALI. FIL-STOP, B.D. HONO BEAM ELEV = 5'-4" JUINT HEINF. P IFY O.E_ 44 VERT:':] LENTEREO IN— - ------_------- WALL La O.E., MAX, A1 MA-ILHINE FJLIWELS. 24" MIN. LAP LFNBIH TO LJLIWEL5. 8" HALF- HEIGHT LMU, ER OUT SOLIO ALL RE-INFOFTELl LELL5 \= FINISFI 5PALIE LO FILJOK VERT DOWELS TO FTF, REINF. AS SHFIWN I'-Ej" x I'-E-j" THILKENED FKIEE UNDFR kIAI__LS [ONTINUDUS AROUND ENELEISURE W1 (4) #4 LEINE R'EINF. AS SHOWN NEI I'D • f HIS 9THULTURE HAS BEEN FIESIDNELI IN AF.LORFIANLE W11 1-1 FHE 2DI'l FL BUILTIINL- F-011F. ETH EIJI FION FOR A WIND 9FEEF1 OF 14LJ MPF1 5-ENEP,AL NEITE5 MATERIALS: I. FY DIA. "ITEEL PDS IS SHALL BF 5±,r A MINIMUM OF I. ALL MASLINARlY TO HE TIHIK-BRIK" TO MA'ILH lEi" INTO FlINERE'lE 01-111.01NEi 4"[1 X h"W X 'El 2. DUMPSTER, ENLLUSURE LONSTPUE.TION rO MATCH 2. BOND BEAMS TO BE 'LIUIK-R21K" 8"[1 X E"W X lul LUILDINL [FINS FFITIC.-I ION, D, LONE.RETE STRENISTI-i: F'F_ - 11][111 PSI, MIN. SLUMP = 2' FOR SLABS AND FDFI*FlNr-*iS 4. PEINFL1F4[.INL- STEEL, ASTM A515, I-iRAIIE EjO 5. MASONRY STRENGTH; F'M - I�jLIO PSI Ei, Eppur; 111IMPFES"ilVE 5'FPFN0-TI­l = 20111".1 P51, LONFEJkl'IINF3 l0 A91fll 84-16. SLUMP = 9" - 11" Is �v� PAIITIII YELLOW LOIL, FILLED nFILLAR105 A It 81' El LO JEE'11' F 41-011 V 4'41" 2-Or 4'-0" 41--FT 4'-El" -Ml ❑ n ET' 0 BOL-1-Arnr- IYP q) 0EILLA'Os - *IYP. El ❑ El h" LEINL SLAR BREAziE El LaUr1P, FED 711MI-STFRI. [,ATE FTJST: GATE 1U.-I I ❑ h" LlIA'_,iTEEl_ PIFE --.)TEELPIPE F1 ���THILKENEO FT0- ElW, I r P ALL AR'DLINO 411 �v 241-811 I­I1 %I", I ILJL-t- III "B" MIN EEINE.RETE PAD TO ACCEPT EACH LILIF-K ROO, S �MP 5�T E S �R�EF_ T l 0_ N����� LEFT 51LIF FLE'VATIUN ELEVATION FULL Fir. LMU HANDS AS SHOWN (71"xj?," PRIMED 6 PAINTED LFJFfj STEEL ANGLE N13-ONAL REINI"OF',17INE (TYP) _E F-LEAr FO HOLIJ A RURINE GATE SWING EASE METAL LJEEK- ME a PAINT BLACK, _0 I[I FRAME x22'"xjj" PRIMFFI d INTELI WELDED STEEL. L-LE FRAMES (TYP.) LONE., FILLED STEEL IE 5ATE POSTS ::EVES FFIP E3" (P ILLARLI (T'(P.) EVES W/ SEISE-RENS PROVIDE HINGE. HEARINFi 'FACE (TYP) ELEVATION E15-1 SELF- I-LOSINI.'-,i MAN OFIFIR R1131-IT SlljF ELEVATION FIUMP5TER SEFITIDN REAP ELEVA-riou O*Alzot� Matthew M Hubbard STRUCTURAL ONLY 0 ng, NOTE: THIS SEAL APPLIES ONLY TO FOUNDATION AND CMU WALLS No. 82621 71 E OF ✓#01 EONF] BEAM tT TALL GRAY' PLIT FAE-El.] LMU ACCENT STRIPE, ALL � SIDES "SUPERBRILK" 112 IIEIE-jHT FAY EjHERMAN INLIUSTRIE9 OR [11-11KHRIE-K" 112 HFIFil-IT BY OLD Lo CASTLE W I I Fi STO, 5PAY MORTAR n t, *r A I I f ' 1 1 A -1 1 'r 1 A I - ­1 r 1 11 1 -2 aD @ -6 Q) 0 W x V) c: m z 2 0 z f- c' x U) 'D WW , 0y-' C WT 0 F- Ct4 c: ic; 0 �5 W K 0 2 Z I.—U < 2 < 0 a c z LL to c�v W 0 .2 W 2 Mt C CLI� U_� c: chow c: 00 W m X: 0 (D a) In F o W 0 W 0 > ❑ < z < > U� 20 W W LL W I Y ci U) z W :�� U) < LU U) 0 < 0 CHECKED BY: JDC DRAWN BY: PERMIT JDC STRUCTURAL N8 =1 -011 'D / . JOB NO: SHEET 17-389 DS I DATE: OFFI'm-E OF 3/28/18 SHEETS