Loading...
HomeMy WebLinkAbout1405 W 7 St (A) 16-1572 Planst q '.1 1?, _ , a qi v ;�. t t k n r '"�-ir n r r. � •E t! + 23.01 50.00' F t street + 23.05 m 'T O I 0 OU I 1 L- Q Lll Q � 24'-4" I 24'-4" SIDE SETBACK T I I � + 24.00 Q FINISH FLOOR ELEVATION SHALL BE 25.00 AND TOP OF ACP DS SHALL BE 24.-10 I 50.00' 22.-11 + 20'-01, SIDE SETBACK I I I I I I I cr1 (U I— QLu N + 23.40 50.00' 50.00' + 23.35 + 23.04 _ e 1. .w CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SAN ORD RECOMMENDED PLANT LIST GROUND COVER FROM 5AINFORD i RECOMMENDED PLANT LIST BI DPT. + 22.4-1 (SGOT ELEVATION) Ok to construct new duplex as shown on plan. Meets area and dimension regulations for MR -2 zoning district. project -data z I. LEGAL DESCRIPTION: LOTS 3 AND 4 AND THE NORTH 1/� OF VACATED ALLEY ADJACENT ON SOUTH BLOCK S, TIER I-1, SEhV11k)LE PARK, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 2 PAGE PUBLIC -15 OF THE REGORD5 OF SEMINOLE COUNTY, FLOC IDA RECORD COPY 1PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVE) 08 DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH TNF- 5TH EDITION OF THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION OF THE NEPA I FIRE PREVENTION CODE REVIEWED FORCE COMPLIANCE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE PLANS EXAMINER 5. CONSTRUCTION IS TYPE III PER THE 2014 FBC d, DESIGN CRITERIA PER 2014 FBG. DATE A. WIND LOAD 140 MPH - RISK CATEGORY 11 - EXPOSURE B SANFORD BUILDING DIVISION B. WINDOW AND DOOR PRESSURES 28.9 POS - -22.8 NEG APERMIT ISCUEDSHALL BECONSTRUED TOBEA -1, STRUCTURAL NOTES. LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET a. A. CONCRETE SLAB SHALL HAVE FIBER MESH ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT B. STRUCTURAL CONCRETE SHALL BE 3000 PSI THE BUILDING OFFICIAL FROM THEREAFTER G. STUCTURAL STEEL REBAR SHALL BE 00 KSI REQUIRING TIONOCIOLATITION NS OF IS CODPLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE D. ALL REBAR SPLICES SI -TALL BE 30 BAR DIAMETERS IN LENGTH E. SOIL COMPACTION BELOUJ FOUNDATION AND SLAB SHALL BE TO AT LEAST '35% OF THE MODIFIED PROCTOR (ASTM D-15511 MAXIMUN DRY DENSITY VALUE 9. SOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBG SECTION 181e, AND SHALL BE "FIFRONIL-TERMIDOR 80UJG" BY BASF OR AF'P fRIOVED EQUAL COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection site plan I = 10' 4e v —vr P t' el?l design group 11 Planning and Architecture LLC AA0002984 901 Belle Avenue 0 Stuite 1100 Winter Springs +�o Florida 0 32708 407 977 1080 4 bstgnner@stermerdg.com '+- �1 Un PRO 6J��DING SO4FORD #16.1572 . ,i...., ..., _., .. er,,._ ... ..717- .�. (0 +A f 16 i JUN 0 2 2010 I Cf I N 1/411 _ 11_/h 11 1211 x 20" TPIC:<ENED SLA5 FOOTING UJ/ (2)" 5 BAP CONTINUOUS W / 3/4" RECESS FOR CMU DRAINAGE all cel 4 q" 4 4 a 4 C 4 .a a 20' s e c ti 0 11 12" x 20" T+-IIC<ENED SLA5 FOOTING UJ/ (2) # E5 E3AP CONTINUOUS W / 3/4" RECESS 3/411 SLOPE AT OPE) 4 4 Q 4 a 4 ° ° 4 0 ®. 4 1 2011 �r sectioll 1211 x 20" TPIr—'<ENED SLA5 FOOTING UJ/ (2) S 5AR CONTINUOUS a 4. 4 . a a a A. a 4 4 4 4 4 , a a 4 a a • • CSV d' ° 4 2011 section -�I STRUCTL1iRAL WALL PIPE SLIEVE 2 TIDIES DIA OF PENETRATING PIPE PIPE PENETRATION COI—IFESS15LE CAULK ■ r—A--� section s" Ivy v ex& design group Planning and Architecture LLC AA0002984 901 Belle Avenue 0 Stuite 1100 Winter Springs g Florida a 32708 407 977 1080 0 bstarmer@starmerdg.corn I 29 JUL 15 BLDG DEPT FEV 13 NOV 15 BLDG DEPT REV 5 DEC 13 BLDG DEPT RV 3 JAN 16 5ECTION FPV 2 FEB 16 CON3TRJCTION CHANGE REV 6 MAI" 16 20E -V+ eVl BUN 0 2 2098 Con C� PIZ �J\\DINO Sp,•JvflPn 29 JUL 15 BLDG DEPT FEV 13 NOV 15 BLDG DEPT REV 5 DEC 13 BLDG DEPT RV 3 JAN 16 5ECTION FPV 2 FEB 16 CON3TRJCTION CHANGE REV 6 MAI" 16 20E -V+ eVl BUN 0 2 2098 USP THD2G OR APPROVE. ECUAL BUCKET ANCNOi EA TRUSS cYl CA GOND all 221-QII cell. a, -all - camoi-ll 101-011 �f II ,I II 4H 101-011 E.l � Q Q 21-011 2I-01 501 -all -floor plan all -{P WOOD STUp FIDE ALL WITH (l) LA'T'ER 3" TYPE X CiYP EA DE FROM CMU / WALL DEF-iCD E3l_./��! E IIU 30111 _EDC,Ef'� BOLTED TO > E3EAI" 1 WIT1-­4 1/211 E30LTS .C. STAGGERED =IP CMU FIRE ALL 11U 9051, 1/2" GYf= E3D EA SIDE OF 2X4 STUDS 2411 O.C. WITk1 PLATE TOP AND BOT 5LA5 BELOW a secti.on INTERIOR PARTITION CONDITION AREA DUPLEX A - JOSO SF UNCONDITIONED GARAC-3E A - 290 SF CONDITION AREA DUPLEX E3 -- 1090 SF UNCONDITIONED (:cAPAGE B - 290 Si design group 11 Planning and Archi'tec'ture LLC AA0002984 901 Belle Avenue iD Stuite 1100 Winter Springs 4 Florida a 32708 407 977 1080 0 bstarmer©starmerdg.com 2'.� JUL 15 BLDG DEPT REV 13 NOV 15 51 DG DEPT REV 8 DEO 15 BLDG DEPT REV 5 JAN 16 SECTION REV y P=5 !b CON$TRUCTIGN CHANGE REV b MAY IS Y,Y 1 f 0 2 201+6 con VII1 O� USA1tJ;P0RD #16-1572 2'.� JUL 15 BLDG DEPT REV 13 NOV 15 51 DG DEPT REV 8 DEO 15 BLDG DEPT REV 5 JAN 16 SECTION REV y P=5 !b CON$TRUCTIGN CHANGE REV b MAY IS Y,Y 1 f 0 2 201+6 SLING -;LE ROOF SHINGLE ROOF STUCCO ON METAL LATH 30# FELT OR 15# SYNTHETIC BLDG WRAP ON EXT OSB 12 3 VENTILATION REQUIREMENT Or 1380 �� / 300 = .4.& 5P EA UNIT YENTILATISON PROVIDE IS 10e:, LF VENTILLATED SOFFIT WITH 5% FRFF STUCCO Orel METAL LATH A'EA = 5.3 Sr PLUS 1/2 O 32" (�� SOUND L OUYEf AT r=ONT AND 30 FELT Oil 15# SYNTHETIC BL DG WRAP ON EXT 055 REAR OF UNIT FORA TOTAL OF 12.3 5F EAG+ -=1 UNIT PAINTED STUCCO OVER CMU W 5/a" EXP JTS I x 4 FAINTED TRIM F50APD ON TOIL AND E30T OF 1211 PAINTED STUCCO BAND ON CMU OFF RIDGE VENTS side elevation B ELEVATION MIRROR 11`-IAC:�E 12 �3 - ._... ..---- _- _ ---- _ ._.--.. - -- --- _ __ _ _ - _ ....... _ I n PAINTED STUCCO 0VEP CMU W 5/0" EXP JTS elevationrear 340 # ARG HITECTURAL SHINGLE ON 30 # FELT OF, 15# SYNIT1-{ETIG ROOF INCA UNDER LAYMENT ON 1/2" EXT 51-4EATNING ON FRF: ENGINEERED WOOD TRUSSES 2,1r" O.-, WITH 12" BATT INSULATION AND 1/211 GYF BD CEILING - EACH -TRUSS STRAPPED TO CMU WALL WITH 1--IETA20 1-41-IPRIG4NE ANCHOIRS DBL 50ND BE CONTINUOUS TC 1/2" GYP ON I" INSUL AND I X 12 x 20" COLIC FOOTIN, W1 ( 2) � 5 BARS DONT 4" CONC SLAB ON G MIL VAPOR BARRIEF TERMITE SOIL TREATME u Wl""" WI I � �L-L-L-�/ i\1 -II VI v � l--4 lU/ CIS # 5 T AR AND GONG VERTIG-LLY AT ALL DOOFD AND WINDOW JAMF35, ALL WALL INTERSECTIONS, AND 4x11 O.0 1 40 sl e� i� n NCS I 29 JUL IE� BLDG DEPT REV 13 NOV 15 BLDG- DEPT RE`/ Bb EC 15 BLDC- Dm -PT REV 5 JAN Io eECTION REV 2 FEB l', CONSTRUCTION CHANGE RE`/ e, MAY 16 A 15) "C. ILE J �111p JUM 0 2 201': Rp ` nSANVORD design group Planning and Architecture LLC AA0002984 901 Belle Avenue a Stuite 1100 Winter Springs � florida b 32708 407 977 1080 4 bstarmer'gstarmerdgxom 29 JUL IE� BLDG DEPT REV 13 NOV 15 BLDG- DEPT RE`/ Bb EC 15 BLDC- Dm -PT REV 5 JAN Io eECTION REV 2 FEB l', CONSTRUCTION CHANGE RE`/ e, MAY 16 A 15) "C. ILE J �111p JUM 0 2 201': ` nSANVORD #16-1572 29 JUL IE� BLDG DEPT REV 13 NOV 15 BLDG- DEPT RE`/ Bb EC 15 BLDC- Dm -PT REV 5 JAN Io eECTION REV 2 FEB l', CONSTRUCTION CHANGE RE`/ e, MAY 16 A 15) "C. ILE J �111p JUM 0 2 201': GF51 WP GFSI WP =�D. .,.w.. r..1..1, " 111, .�:.:v::� �� r �, ., q.n. ,�. ,. ,.+.,, ire., at .., .n„ ..r•.r C-�FSI WF 1/4" e 1,-04, D 1 SCONNE CT GFSI WF METER PANEL GFSI WF legend (�_- DUPLEX OUTLET Q__ GFC1 (�;L= GFCI WF (WEATHER PROOF) CE 220 V EQUIPMENT OUTLET <1 PHONE JACK BOTH SD AND CM D CABLE TV SHALL BE HARD WIRED S SWITCH AND INTERCONNECTED O SD SMOKE DETECTOR O cM CARBON MONOXIDE ALARM FAN / LIGHT a SANFOrRD O�'OA RTS+�� LIGHT FIXTURE EF(2) EXHAUST FAN 0 MOTOR 3" CONDUIT W 4-4/O ALUM d 2-2/0 ALUM 150 AMPI METER 150 AMP METER )rr DISCONNECT 150 AMP SGL PN B UNIT PANEL 150 AMP SGL PI -1 A UNIT PANEL 2" VTR 2 WAY Co I. PROVIDE GFCI OUTLETS IN ALL WET AREA PER CODE 3'• 2" JF VTR 2" VT12 ITuE3 2. PROVIDE AR -FAULT RECEPTACLES PER CODE �C 3° TuE 3, 3. PROVIDE TAMPER RESISTANT' RECEPTACLES PER CODE 2" J LAV I tuc 2" 3' 4. PROVIDE STEEL TIE DOWN CLIPS PER BMP INT'L INC 59 F AM design group Planning and Architecture LLC AA0002984 901 Belle Avenue i) Stuite 1100 Winter Springs v Florida * 32708 407 977 1080 a bstarrnerOstarmerdg.com 29 JUL 15 BLDG DEPT REV 13 NOV 13 B! DG- DEPT RE`/ 8 D=am 15 BLDG DEPT REV 5 JAN 16 SECTION REv 2 FEB to CONSTRUCTION CHANGE REV 8, MAY I& A6htl 02 2116 e pwj 0 PIZ ��kLD SANFOrRD O�'OA RTS+�� #1 S- 1 572 29 JUL 15 BLDG DEPT REV 13 NOV 13 B! DG- DEPT RE`/ 8 D=am 15 BLDG DEPT REV 5 JAN 16 SECTION REv 2 FEB to CONSTRUCTION CHANGE REV 8, MAY I& A6htl 02 2116