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HomeMy WebLinkAbout930 - 940 Desota Dr 02-2246 (new duplex) (a)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER Up- ly A V% PHONE NUMBER 14 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # D I ATE A20146% PERMIT DESCRIPTION PERMIT VALUATION 2,0 SQUARE FOOTAGE 5 5 v 1301 26'6 W Lin SLOPE DN, o TO ST. u 4'6 PR❑PD ED UNI 601160 12 -' `o C❑Nc, DDN. FLOOR SLAB ELEVATION fU . FLOOR SLAB ELEVATION ui So°`T, DN. MUST BE 16" ABOVE CROWN MUST BE 16" ABOVE CROWN OF ADJACENT ROAD UNLESS OF ADJACENT ROAD UNLESS � OTHERWISE APPROVED OTHERWISE APPROVED m 130CD CENTERLINE [IF DESr]Tll DRI P L F1 T P L' 'A N "I EE❑ NELSON .....•' Ttni ry r_��rnrc. r-err-wit 1:10 i 4 0 L10-$ STEP !JP 4 U.I v 4' THICK ,CONC, SIDEWALK DRIVEWAY SAW CUT EVERY 10' ON DRIVEWAY & 5' ON SIDEWALK,TYP, EA. SIDE (SEE PLOT PLAN FOR' DETAILS AND DIMS. 12, j yr y LIO—B STEP UP L.10—$ a t I NTRNAL ' Pru r= } G I IrN L f.C1Mr�Q14 NT `•d C LAPP I 61 ' PRE 1R 7 � , i F SCALE: 1 /4 — I 0 7,8`6 U1I I PLANS ARE INS C)> _ Q111LIT.Yi'. CC,IPESEp -• ACCEPTED F t"IT, Ap/ECG plp�p CFJNDIPI�N, A Y CONSTRUEDOR PERh;IT, A PERMIT ISSUED S �y THE .TO SC A LIC HACC'b g(R G. RY1Ctr. PROCEED WITH P Q CELR ANDPNO'RA AS r SE TO VIOLATE P.f 39d U * �ru►wa+ Pavo►`SSQ9 0011 SIO�i, TE ASIpE ANY OF THE Y lA,1J).G4¢)S :# ISSUgNCE OF _ CHNICALCOD �RMIT PREVENT THE OR SHALL RAi}i{ (GO�� awlldOQp . • FfA (islj qjJ dz40 DEPI' FROtd THi:: ai',�FTER REQUIRIN BUILDING �21d112 LAr4t}t+9 (9�1)4.25 }Q1at TION OF G A CORREC- E�T.fPtl Pptac Squ}[4►T.(4GI) t;2( 2019 OR OTHER VIO RS UN THE PLANS, CONSTRUCTION Pv1Eu �s (US)' 0�I 6,217 WTION S OF' THE CODES. 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PERMIT 0 -Z:TE 'x r l ' t • � S r^ ., • _ . . , .. J.. �f�y,,(]���7xR[/{M ",, �t UPI '4Mf • _ � 1 • 1/21' • . _._.. � P°N:: I1CX%M{t� �1 Cti'AIL6 p Q.i�i , . , AJ90vir WINDOW 2X4 IgIGdt11 POOT,e -t ;0' 04. RIC44 OR HIP ! INT QU�OR , r� rr�y 2X4 CrS.. NT w wT wa I `0.a. W:a-f?d NAIL9 INTQ,t:21Dt391 i:x.ar+TG1 1 61MPQ4N,H2$ T4A BII RPop RAATpFt 2>0 ATTACµ Td vALLV fnATv W1 2•IatM1�+Fie?N . W!?° T NAIO f 4 AROUND OPipVINC► ,v Gh40a6 MpMBiiFt f BA@F1 H26' s NErAD t JArtt9 GIMP U?16 f 0[A vv1�RUILT 14tAhiIN6 H( LL A4L"INW l WINDOW ,x VAL1AY K4Ta RAATJ:14 OvwwulLT PKAMINO KAPTMR 2>0 f p I WALL. DpYON'� 9.XQ w 1 V/41+. DfA ?< +t"WEi 6GRFtWa f EA TRUo oImf W20 2X4 LAIp, PILAT CROaatI T44 TICi, OftO MIN f CA, RIB Pc*r ATTsAgH TO mA TVL'166 LU/ 2M1/4" PIA X4" WG, V*PA O I Z %��+► L4C I ; I;` ll ($45LFS+ TFV-U66 l I/ZPL'rLUOOD - 2X4 5RA091 10 2:' A" Koclo Pi "Angle 0"O1 W 0ywwQILT MFAAMiItt4 5WA" 511114HRA"O 6AMR'A9 !-�✓ PTti0A6T GILL TRtIaE'+ 012 RAr•Tf4R A4 Rlltti'la PLAN 6d NAILS 4II TRUSS a 24-1 , . t: A' � J t ♦ - t dl' i + 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSS SHAH BE A FLORIDA REGISTERED ENGINEER ' ... ."'. '' -,i � ` TAIL: - _ AND SIGN AfIQ SEALER SHOP DRAWINGS INGUDINO CALCU TIONp HALL 9E SUBM EO TUS�RCHIMCTT tt ! ( ("� ( Eq g ' 1 I �y /+� f* �. j,, i . y '�.t f" • x, FOR REVIEW' MJP APPROVAL PRIOR TO EABRICATIO OR ERECTi RE -ENGINEERED WOOD 8E 1/�'L F�L.YUJCiC� } , " DESIGNED IN COMFORMANCE WITH P,B.C, LATEST EDITION. i. LAF,1 /� NT rep",, R� i [ '� ,' 'X" Z �L f C� (� CONT ,F 'd 2. qHOP O RENDS SHALLNCLVOIE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT RAC IR .en TROSS NOTES: pr Icy Luc) r l©:; 1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN.' W i PRWOE SHOP ORAWWG$ TO ARCHITECT FOR` APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL TFRUer*96 ID 2 II VwV, 1� '� BEAR THE SEAL OF THE ENGINEER x T ` A'FRAMING LAY UT; INOICATING.THE LOCATION OF TRUSSES, BEARINGS TRUSS SPACING, PITCH. BRACING q � 2. TRUSS FABRICATOR SHAl1 PREPARE 0 �qM CATION. D OTHER INFORMATION OEEM�D PUMENT, FAB tCATARCHITECURMSHALI PItNOC I;AE CO 1£S TO AND TRU REVERSE SEPIA FOR THIS USS. F/6RlCATOR I �n ARWILL PRWO9 TO FMRICATOR.'UPONCHITECT FOR AUE PPROVp{ PRIOR TO FPbR T1ON. UPON APPROVALt _w/n r" � � \ . ' eye; �, <,} SS ERECTOR FOR Fl� USE. il► ^ ` SHALL. BE RESPONSIBLE FOR PROPER TRUSS D POPER TU ORARY AlID ERECTION yz, Wooi *�{{ P J. CONTRACTOR ONSI P S HANDLING AN . LINT !1"'«t' J l / A. PERAL+NEHT BRACING As INDICATED ON DRAWINGS Si BE MINIMVa 2X4 DLMENSION LUMBER WITH I!r?TT - 40 NAILS.Id NNLS IN CH TRIES$, UNLESS INDICATED OTHER 9E. A0011,101AL QRACINO REQUIRED OR ' A 1 E(� �p RECOMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL, 0E INCLUDE¢ AND WSTAL,LED. .' _ ` , _..__��IG�!151�1�1.��.r' ,l; 9.TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALA. TRUSS DIMENSIONS WITH FIELD OONQRIONS �Q LAN r , PRIOR TO FABRICATION; NOTIFY ARCHREC7 IN WRITING IF ANY ADJUSTLIENTS TO ORAWINd DIM4NSIONS ARE ' OJ -11.M tiji RECOMMENDED OR REQUIRED. . i• OL jolmil e s� OFF RIDGE VENT OFF RIDGE VENT a '�7D"UUC1 L91UM%UR_) I SCALE: 1 /4" = 1'-0" w prrci4 G'G�@GrJ�r1 GCS I- 7PE31wQv000 H SCALE: 1 /4" = 1'-0" OFF RIDGE VEN-r OFF RIDGE VENT aEEaM c1.[Evc UUQ)H SCALE: 1 /4" = 1'-0" '` OFF RIDGE VEN i Q30®.E M91wL%vu(Nq SCALE: 1 /4" = 1'-0" �cr n�nnr '/ENT OFF RIDGE VENT r Y a' f TRIS PLUMOitlG PLAT! IS INTENDEV. TO INVICA B 'I~IlI: 111,MU:IR ML NTS OF 'I11 O IN1•JR. Tim, DETAILS 0F` '1'I1ls• PLUf•II INQ SY,' ;P•l SHALL DG DEf-ERMINED BY A I LIjM1 11f(l CONTRACTOR LZQ-ENSI ED AC6011D'I:NG TO C11APTH,1(,4f39 OF FLORIDA S'1'A7'1F'1'CS APiU IIY TiIL LUCAI, PUILVINO DEPARTMENT. THIS D SIGf1 IS ALLOwria BY,C11APT1,;H 471 FOR PLUMBIN9 SYSTUIS 114VING FEWER THAN 250 F :I XTUR1 1i OR IF; '1`Iils SYS`l'EM IS TO ACCOMMOVATE 100 OR FES111:R PERSONS. 4' V(R / 4' YTR a" vut N. T. S. PRIMARY SERVICE NOTEIVATEIl HEATER SHALL F-fAVE THERMAL EXPANSION ON Cyr/• AND P.R. TO EXTERIOR UN, -TRAPPED. SAFETY PAN REQUIRED TO EXTERIOR TRAPPED, L►aa Ta 1:xT. %IUI OFF VANE I r . I w 1 I 10 SEWER UNE I� 1/2• 1/2' ( ��. J/4 wAsrieR wC—t ILL. 1/2 i 1/2' � AIR WtMUE[31UgGGh DUfS1eU a UV N. T.S. i I WK PNL' 2O0 AMP HVAC D. ISC_' FUSED DISC. 2,00 AMP f ¢ �- METER BY r 120 Z40 V. POWER CO. _ 3W• - Ll _ qU. C-L:'ND 1*0 ALCC'C'S . GND' PER CODE 0NI "E LE C TR I•C A L i METI D l AtFR)k T ttrIcal Rlan is irttended to indicate t, ' 4�remerit�_,. of the Amer. Thq detai�s•- fie� r1. tl ticz,l .system shall ,be determif3ed ray: 7:ectr a contractor 1,.c$rised -accor nq of PlOrldb .5.tatUtas and .bl -ai-pq--department. Th1a deszgn is a i�pWQr .3 ' I~i7 �pt> r 471. Far 1$00 ZIMP or less r, 3deh servat<o c,r .sue amp or.lwe ,�q�ItmeY�C .� kndtl5�r�:a;1 cervices. d M ® ■ I "' I IL. � I I- f-.# I _L (9 ( I CJ F mmk, I ` t a r. L7 I 0 HAIN SPAN 41-12 Pt-l-CH 1p@)Umo, UQ)H PIA Y f SCALE: 1 /43) ma NOTES ul' I) REFER TO HIB 91 (RECOMMENDATIONS FOR 3) ALL VALLEYS TO BE CONVENTIIONALLY ) SY42 TRUSSES MUSr BE INSTALLED HANDLING [NS[ALLATION AND FRAMED BY BUILDER 1v[TH THE TOP BEING UP TEMPORARY BRACING INTERIOR LOAD BEARING WALLS r s t S o U r c e REFER TO ENGINEERED DRAANGS FOR 4) g) ALL ROOF TRUSS HANGERS TO BE SIMPSON kll�PERMANENT BRACING REQUIRED HUS26 UNLESS NOTED OTHERV SE Sanford Truss Division 2) ALL TRUSSES (INCLUDING TRUSSES 5) FLOOR JOISTS MAY BE ADJUSTED 9) ALL FLOOR -TRUSS HANGERS TO BE SIMPSON 2901 AI eron C rd e UNDER VALLEY FRAMING) SLIGHTLY FOR 2ND STORY PLUMBING TFIA422 UNLESS NOTED OTHER1dSE San Forcl Rorl da 32773 MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 & 6) FLOOR I6' DEEP e 24' OC (407 ) 322-0059 Fax - (407) 322-5553 DETAIL 'A105 FOR ALTERNATE UNLESS NOTED OTHERASE BRACING REQUIREMENTS L IN 'ED TRUSS ANCHOR BY BUILDER Cur OVERHANG EIGHT = 2x4 STD. BOTTOM = FOP = 2 x 1 TRUSS END DETAIL rx 0 RICHARDSON ENGINEERING CONSULTING ENGINEERS, ORLANDO FL PROJECr: lS z CLIENT: DESIGNED BY: DRAWN BY: 'IIECKED BY: SHEET: RBR DATE: —� — JOB NUNWER: s .�f