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210 DOLPHIN PT63 ^+ tl A 1 P T\/r9 Np A�riq O41- ALE, TYP. /dock t l a Plan North 11 IIII -- I INCH = 20.0 FT. EXISTING LIVING AREAS (PER UNIT):-1,952 S.F. EXISTING AREAS TO BE REMOVED:_301 5.F. NEW CONSTRUCTION: 532 S.F. TOTAL LIVING AREA (PER UNIT): 2,1-11 S.F. 0 20 40 60 GRAPHIC SCALE 4 snd s.w4 LINE OI- EXISTING GRADE --A 51_011 r`1_OII -- ----- to V61- vot(A 2 to qolflivn pol a co n 1111 = 1111 = 1111 = 1111 = 1111 = 1111 =1 SWALE --� — II =1111= UII IIIIIIIIillllllllllllllllllllilllllllllllllllllllll�illi, 11111111111111111 ... — — — =ill1= 1111 = 1111 = 1111 -1111= 1111 = 1111 = 1111 = 1111 = 1111 = 1111 = 1111 =11 EXISTING SEAWALL 1111= 1111 = 1111 =1111; ,1111; 1111 = 1111 = 1111 - 1111 = 1111 = 1111 = 1111-1111- BEAM To REMAIN, =1 III =1 1 =I TYPICAL jll )III= 'I► =111 �i- LAND USE DATA: regwred EXISTING PROPOSED MIN. or MAX. Zoning_ district: MULTI - FAMILY IMHOR) MULTIIAMILY IMHOR) MULTI - FAMILY (MHOR) Use: kESIDENTIAL (4 UNITS) RESIDENTIAL (4 UNITS) RESIDENTIAL (4 UNITS) Lot area (0. and acres) Gross area (within properu lines): 1 30 S -F.= 0 -412 AC 11,930 S_F.= 0.412 AC 15,000 S.F = 0.341AC Lot width: 101' (FRONT) 101' 150' Lot depth: 120' 120' N/A Building coverage (s.f. and A of gross site): 3;804 S_F. =218% 4,941 S F. =21 -1% N/A Density 9 -1 UNITS/ACRE 9.1 UNITS /ACRE 30 Units /Acre §etbacks (also include dimensions on site plan yawing) Front (Highland Awe): 20' -2" 20' -2" 251. MIN Side: 10' -2" 10' -2" 10' MIN Rear: 25' -6" IS' -I/2" 18' -0" MIN, Height: 24' +/- 24' +/- 30' MAX. Impervious Surface Ratio (ISR) 0.524 0.445 13,448 s.F.= 0.15 (MAX) Parking A 8 2 0 Spaces /Un1t DESIGN CRITERIA CODE INFORMATION: OCCUPANCY TYPE : RESIDENTIAL, MULTI FAMILY (R -3) BUILDING CONSTRUCTION TYPE: V, B; UNSPRINKLERED THE REMODELING OF THIS BUILDING HAS BEEN DESIGNED TO MEET THE FOLLOWING CODES TO THE BEST OF OUR KNOWLEDGE AND BELIEF: FLORIDA BUILDING CODE, 2004 WIND SPEED DESIGN: 130 MPH WIND -BORNE DEBRIS REGION NATIONAL ELECTRIC CODE, 2003 EDITION CITY OF CLEARWATER LAND DEVELOPMENT CODE, DESIGN CRITERIA (per FBC, 2004; Chapter Ili) Basic Wind Speed: 130 MPH Wind importance factor: I.0 Building Catagory: ENCLOSED, LOW -RISE BUILDING; SIMPLE DIAPHRAM Wind Exposure Catagory: "B" Internal Pressure Coefficient; +0.18 -0.18 Wind Pressure Cladding: +30.4 PSF: -.40.1 PSP WIND LOADING DETERMINED BY: F.B.C.2004 (CHAPTER 14) I CERTIFY THAT THE ABOVE CAPTIONED STRUCTURE HAS BEEN REVIEWED BY ME AND DETERMINED TO BE IN COP PLIANCE WITH CHAPTER 14 OF THE FLORIDA BUILDING CODE, 2004. 3 2 3 U uu� ZONE 3 2 3 ROOF: Wd\O � U uu� ZONE I PRESSURES: + 12.4 - ZONE 2 PRESSURES: + 12.t4 - ZONE 3 PRESSURES: + 12.4 - OVERHANG: 0 v ZONE 2 PRESSURES: + 16.0 _ ZONE 3 PRESSURES: + 11.5 - WALLS: m 0 ZONE 4 PRESSURES: + 30.4 - ZONE 5 PRESSURES: + 30.4 - 30.4 51.0 14.8 56.1 58.1 33.0 40.1 , /•Jt lF,llisli {��t�l' J } 0 U_ ce I♦ w a 0 ZT3 U Q JA;1 1 1vl LOCATION MAP NTtn NOSCALE m r` c0 N} N c0 c�6 z w F- ao QQO ZZw g= ® LL �- V Nm z0N Wd\O � U uu� ■ W W 0 V 1 OHM V1 �- c� =w 0 0 v ® o� MEN Ml [Moao m 0 w °z 0 z 0 SRF w18.DEC.O4 000ao zn to _U 4J 4-J 5= E O � } 11I o � � b q) t° �J s V (L O_ IC . z i 0 FE 0 L 04-204 zoo —P � r Z �- SD—( ® � C) ® 04 m r` c0 N} N c0 c�6 z w F- ao QQO ZZw g= ® LL �- V Nm z0N