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Home My WebLink About1103 W 8 St (a) 15-2632I fl SHINGLE ROOF ---\\ front elevation 5HINGLE ROOF STUCCO ON METAL LAtN 30# FELT ON EXT PLYWD 12 31 NUN VENTILATION REOUIRF-IENT OF 1380 SF / 300 = 4.(o SF EA UNIT STUCCO ON 1-1ETAL LATH VENTILATISCN FROVIDE IS 10& LF VENTILLATED SOFFIT WITH 5�o FREE 12 AREA = 5.3 SF FLUS 1/2 OF 32" (i SF) ROUND LOUVER AT FRONT AND �3 301* FELT ON EXT FL"T'UJD REAR OF UNIT FORA TOTAL OF 12.3 SF EACH UNIT Srrucc.a FAINTED C1IU WALLS 1 x 4 FAINTED TRIM 504R0 ON TO' AND 50T OF 12" FAINTED STUCCO 5AND ON CMU side elevation B ELEVATION MIRi2CR IMAGE 12 �3 rear elevati*o 340 # ARCHITECTURAL SHINGLE ON 30 *FELT ON 5/8" EXT SHEATHING ON PRE- ENGINEERED WOOD TRUSSES 24'' O.G. WITH 12" 5ATT INSULATION AND 1/2" G"T'F 5D CEILING EACH TRUSS STRAFFED TO CrIU WALL W1 1)5L 5OND 5E CONTINUOUS TC 1/2" G"'F ON 1" INSUL AND 1 X 12 " x 2,411 CONC FOOT INC W/ ( 2) # 5 5AR6 CONT v 4" CONC 6LA5 ON & 1-11L \/r4FOR 5ARRIEF TERI-11TE SOIL TREATME NG UJ/ ( 1) # 5 5,4R AND GONG VERT ICALL"' AT ALL DOOR AND WINDOW JAI" 155, ALL WALL INTERSECTIONS, AND .48" O.0 • section -ml RECORD COPY #15"2632 '�\k-D1NG SANFORD 4' l( PAI --Z' design group Planning and Architecture LLC AA0002984 901 Belle Avenue a Stuite 1100 Winter Springs 0 Florida r 32708 407 977 1080 bstarmer®starmerdg.com 29 JUL 15 5LDG DEFT REV 13 NOV 15 5LDG DEFT REV 8 DEG 15 5LDG DEFT REV 5 JAN 1(o SECTION REV 2 FE5 i& A5 -0 10 .. i GF51 WF � GFSI WF 3" VTR C:rF51 WF 2" VTR LAV 4" 2" VTR LAV 3" floor plan SINK WG TUB 1/411 _ 11_011 2" VTR BELIE 4L VE 2" VTR WH If 211 WH 111,45H RELIE ,4LVE TUB 3i 2" VTR TUB REV1S!oN DISCONNECT E CZF 51 I.UP METER PANEL CFS 1 Wf= DISCONNECT CLEAN OUT 4" 3" VTR TUB U WC 3" ILAV LAV MM-11TI I • amm 150 AMP METER 150 AMP 5GL PH A UNIT PANEL 3" CONDUIT W 4-4/0 ALUM 4 2-2/0 ALUM 01 10 150 AMP METER 150 AMP 5GL PH B UNIT PANEL �-2 _ I/2" GROUND � RODS 6' APART •4 COPPER WIRE electrical riser RE1115101� kvneral notes ,,, 1. PROVIDE CzFCI OUTLETS IN ALL WET AREA PER CODE 2. PROVIDE AR -FAULT RECEPTACLES PER CODE 3. PROVIDE TAMPER RESISTANT RECEPTACLES PER CODE 4_ PROVItDE STEEL TIE DOWN CLIPS PER BMP INT'L INC �� I design group" Planning and Architecture LLC AA0002984 901 Belle Avenue �� Stuite 1100 Winter Springs Florida 32708 407 977 1080 bstarmer®starmerdg.com fn 29 JUL 15 BLDG DEPT REV 13 NOV 15 BLDG DEPT REV 8 DEC 15 ELECT RISER REV 2 FEB 1& A6 10 DUPLEX OUTLET VU � CFC I ��b� q,M- • �� s` ~ GFCI WP (WEATHER PROOF, � 220 V ECUIPMENT OUTLET 2 feb 16 Q PHONE JACK BOTH SD AND GM CABLE TV SHALL SE HARD WIRED S &WITCH AND INTERCONNECTED O SD SMOKE DETECTOR O CM CARSON MONOXIDE ALARM [::--DOc::� FAN / LIGHT LIGHT FIXTURE EFe EXHAUST FAN O MOTOR 3" CONDUIT W 4-4/0 ALUM 4 2-2/0 ALUM 01 10 150 AMP METER 150 AMP 5GL PH B UNIT PANEL �-2 _ I/2" GROUND � RODS 6' APART •4 COPPER WIRE electrical riser RE1115101� kvneral notes ,,, 1. PROVIDE CzFCI OUTLETS IN ALL WET AREA PER CODE 2. PROVIDE AR -FAULT RECEPTACLES PER CODE 3. PROVIDE TAMPER RESISTANT RECEPTACLES PER CODE 4_ PROVItDE STEEL TIE DOWN CLIPS PER BMP INT'L INC �� I design group" Planning and Architecture LLC AA0002984 901 Belle Avenue �� Stuite 1100 Winter Springs Florida 32708 407 977 1080 bstarmer®starmerdg.com fn 29 JUL 15 BLDG DEPT REV 13 NOV 15 BLDG DEPT REV 8 DEC 15 ELECT RISER REV 2 FEB 1& A6 10 Q LOT 5 LOT (. RECORD COPY SIDE SETBACK + 2 3.49 120.00' + 22.32 23.15 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER - 1-40, ..... DATE 5' SIDEWALK SANFORD BUILDING N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND N)DT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET avenue ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL pecan CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE -�- 22.59 COMPACTION TEST PEQUIRED siteplan NORTH ,Rfo a t• be Verified 4o /"pectien 1"=10' 0%FPA��r5.263 + 22.4(o 22,0e I MT, ff-uon = 8 dec 15 1 ■ CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST -+- 22.41 (SPOT ELEVATION) project data 1. LEGAL DESCRIPTION: LOTS 5 AND 6, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD 50 DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH THE 5TH EDITION OF THE 2014 FLORIDA BUILDING CODE - RE5C ENTIAL CURRENT EDITION OF THE NFPA 1 FIRE PREVENTION CODE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE 5, CONSTRUCTION IS TYPE III PER THE 2014 FBC 6, DESIGN CRITERIA PER 2014 FBC: A. WIND LOAD 140 MPH - RISK CATEGORY II - EXPOSURE B B. WINDOW AND DOOR PRESSURES - 28.E POS - -22.8 NEG 1, STRUCTURAL NOTES: 8. A. CONCRETE SLAB SHALL HAVE FIBER MESH B. STRUGTURAL CONCRETE SHALL BE 3000 PSI G. STUGTURAL STEEL REBAR SHALL BE 60 KSI D. ALL REBAR SPLICES SHALL BE 30 BAR DIAMETERS IN LENGTH E. SOIL COMPACTION BELOW FOUNDATION AND SLAB SHALL BE TO AT LEAST 95io OF THE MODIFIED PROCTOR (ASTM D-1551) MAXIMUN DRY DENSITY VAL 9, SOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBC SECTION IV& AND SHALL BE "FIPRONIL-TERMIDOR 80WG" BY BASF OR APPROVED EQUAL pEC o a 2ot5 design group Planning and Architecture LLC AA0002984 901 Belle Avenue Stuite 1100 Winter Springs o Florida �* 32708 I 407 977 1080* bstormer®starmerdg.com 16 OCT 15 BLDG DEPT REV 13 NOV 15 BLDG DEPT REV 8 DEG 15 Al w f IV 1/411 = II_O11 C0I„IFE5518LE CAULK 1is 1211 x 24" THICKENED SLA5 FOOTING UJ/ (3 ) # S BAR CONT INUOU5 W / 3/411 RECE55 FOR CMU DRAINAGE d ° � d , 4 d d d ° Q ° N d ° 8 dec 15 section 1211 x 24" THICKENED SLAE3 FOOTING LU/ (3) *1 5 5AR CONTINUOU5 W / 3/4" RECESS 3/4" 5LOFE AT OH[) 81. - d cYl = ^ a c N section 1211 x 24" T4CKENED SL,4B FOOTING W1 (3) # E� 5,4iR CONTINUOUS d d ° d ° d a ° d 4 °d v a d . ° as ° 0 �0 FIFE 5L IEUE 2 TIt'IE5 DIA OF PENETRATING FIFE FIf=E SL IEVE 2 TIME& sec ion 5TRUCTURAL WALL F I FE FENETR4T I ON section RELIEVING ARCH X15-26b7� ~c nt ,.�,raVwuud� uavlim iur,9wuiul�lurJum� �": design group Planning and Architecture LLC AA0002984 901 Belle Avenue Stuite 1100 Winter Springs rye; Florida 32708 407 977 1080;; bstarmer®starmerdg.com 1 29 JUL 15 BLE)G DEFT REQ/ 8 DEC 15 A2 • COND 9 ?1 1 1 1 Com" 101-0'1 1/411 _ 11-011 [411 [.4 11 101-011 NR WOOD STUD FIRE 4LL UJITN (2) LAYERS 5'' TYPE X G"rF EA DE FROM CMU WALL DECK ,45OVE "U 301" �4R Ct-lU FIRE .4LL "U 905" ,Q 01. 8 dec 15 • section TRUSS ,450\/E 1/2" CWF 5D EA EIDE OF 2X4 5TUD5 2.4" O.G. UJ I T1 4 FL ATE TOP AND 50T 5LA5 5ELOW .,..". A-! NTE R I OR 1=1ART I T I ON CONDITION AREA DUfi=L E X A - 1090 5F UNCONDITIONED G,4RAGE A - 290 5F CD CONDITION ARE,4 DUfi=LEX 5 - 1090 5FUNCONDITIONED G,4R�4C�E 5 - 290 5F #�15-263A design group Planning and Architecture LLC AA0002984 901 Belle Avenue & Stuite 1100 Winter Springs o: Florida o 32708 407 977 1080 • bstarmer®starmerdg.com 29 JUL 15 5LDG DEFT REV 13 NOV 15 5LE)G DEFT REV 8 DEC 15A4I IN 1111 VENTILATION REQUIREt-IENT OF 1380 5F / 300 = 4.(o 5F EA UNIT STUCCO ON 1"IETAI I ATI I VENTILATISON FROVIDE 15 10& LF VENTILLATED SOFFIT WITH 5510 FREE 12 AREA = 5.3 5F PLUS 1/2 OF 32'' (1 5F) ROUND LOUVER ,4T FRONT AND � 3 301* FELT ON EXT FL,T W[) REAR OF UNIT FOR A TOTAL OF 12.3 5F EACH UNIT 1 STUCCO ON 1-1ET411. 1.. _`., k� 30*1 FELT ON EXT I--'1._ ILJI:_ a • A ' 5 ELEVATION 1"iIRROR 111'-IAGGE n n � ■ 340 # ARCHITECTURAL SHINGLE ON 30 # FELT ON 5/8" EXT SHEATHING ON FRE- ENGINEERED WOOD TRU55E5 2411 O.C. WITH 12" f5ATT INSULATION AND 1/2" G1TP 5D CEILING - EACH TRUSS 5TRAi=f=ED TO CI` -1U WALL W m v 0 � 0 1/2" GAP ON P INSUL AND 1 X 12 " x 2.411 CONC FOOTING UJ/ (3) # 5 5486 CONT 4" CONC 5L,45 ON & MIL V,4POR 5,4RRIE5 TER1" 11TE 501L TREATi~1E 8 VI IL. W,'- LL WI I " k.rF--L-LJ �GIINI—UI`VGV UJ/ (1)'* 5 BAR AND CONC VERTICALL-' AT ALL DOOR AND WINDOW JAM55, ALL WALL INTERSECTIONS, AND .48" O.0 i section ING �V1l.U�NG` SA P D qR 015-2633. 29 JUL 15 BLDr-z DEFT REV 13 NOV 15 BLDCz DEPT REV 8 DEC 15 do �yw ..........- P f X �I 10; ky Si'SywM. P r� S 01 0,, design group Planning and Architecture LLC AA0002984 901 Belle Avenue - Stuite 1100 Winter Springs vp Florida a 32708 407 977 1080 bstarmer®starmerdg.com 29 JUL 15 BLDr-z DEFT REV 13 NOV 15 BLDCz DEPT REV 8 DEC 15 do I GF -51 WP CziF51 UJP floor plan GF51 Wf= �V JO 1/411 = 11-011 3" VTR 2" VTR LAV 2" VTR LAV SINK BELIE ALVE 2" VTR WH 2 .. WH w,a5H BELIE ALVE TU5 %/ 11'Ar". uLAV Ov01 D 15CONNECT EE GF51 WF METER PANEL GF51 WF DISCONNECT CLEAN OUT 3" VTR ru5 —� we LAV plumbing riser • 10�!ti legend . . . ...... p DUPLEX OUTLET o,, S c� GFC I • GFCI Wf= (WEATHER PROOF) S dee 15 CE 220 V EQUIPMENT OUTLET Q PHONE JACK BOTH SD AND CM CABLE TV SHALL BE HARD WIRED 5 &WITCH AND INTERCONNECTED O 5D 5MOKE DETECTOR O CM CARBON MONOXIDE ALARM FAN / LIGHT -�- LIGHT FIXTURE EF(2) EXHAU5T FAN MOTOR 3" CONDUIT W 4-4/0 ALUM 6 2-2/0 ALUM 150 AMP 150 AMP METER METE 0 0 150 AMP SCsL PH B UNIT PANEL 150 AMP SCsL PN A UNIT PANEL METEI? PANEL 2 - I/2" GROUND RODS 6' APART 04 COPPER WIRE electrical riser general notes 1. PROVIDE GFCI OUTLETS IN ALL WET AREA PER CODE 2. PROVIDE AR -FAULT RECEPT,4CLE5 PER CODE 3. PROVIDE TAMPER RE515TANT RECEPTACLES PER CODE 4. PROVIDE STEEL TIE DOWN CLIPS PER BMP INT'L INC design group Planning and Architecture LLC' AA0002984 901 Belle Avenue . Stuite 1100 Winter Springs � Florida ', 32708 407 977 1080 bstarmer®starmerdg.com 29 JUL 15 BLDG DEPT REV 13 NOV 15 BLDG DEPT REV 8 DEC 15 -0 10