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HomeMy WebLinkAboutBUILDING SITE PLANSAREA CALCULATIONS list Floor) IST Floor A/G 1028 S.F. 2ND Floor A/C 2180 S.F. 3RD Floor A/C 2105 S.F, Total AC 5,313 S.F. Garages 2501 S.F. IST FL. Cov, Porch 355 S.F. Upper Cov. Porch t El 414 S.F. 2ND FL. Porches 151 S.F. Balcony 118 S.F. Entrance 118 S.F. Total Non A/C 4,251 S.F. Total Under Roof %510 S.F. • A/C VOLUME = ww www CUBIC SQUARE FT. • Contractors to verify all footages • All areas are calculated to outside dimensions. 5/8" drywall on ceiling. 2 x 4 or 2 x 6 Interior frame wall w/ studs at- 16" o.c, max. Add bik'g. 6 mid ht. Finish w/ 1/2" drywall t wood base. Attach bottom plate to stud with (2) 16d nalls toe -nailed, Attach top plate to roof Joist w/ (2) Ibd nails. Where applicable. Attach top plate to stud with (2) 16d nails toe -nailed. Use 3/16" x 3 1/2" Tapcons at 32" o.c, for attachment into hollow core above. 3/16" x 3 1/2" Tapcons at 32" o.c, on 4" conc, slab or floor trusses. v N 2' 0" CANT. 8' 104 © CW26 4, 8lg" x 5' [1%" 13, 5" EGRESS m � QI v ? Q N 3 I - x A Q BEDROOM *4 ~ B 10'8" CLG. HT. m MARBLE v OrA i 5/5" STUCCO ON N 16' x 16" CONG. (TYP. 2 PLACES) SEE ENGIN. PLANS BY 'OTHERS' O nA■nmoio 0 5/8" STUCCO ON w 16" x 16" CONC. 1/2 COL. (TYP. 2 PLACES) SEE ENGIN. PLANS BY 'OTHERS' v s 88" 41 call -14' 6° Y 40' 6' 12' 611 Op C1I4 © CWI6 I ® CWI6 x 4' 0" 2' 4♦b" x 5' IITb' 2' 4%" x 5' iN" I 4" 5' 8° IS' II" 4 21 `" (�J� TR GAS FI PLACE m _ W/ OUT I E COMB. AIR I B T 5' 8" TEMP. � I z Z FAMI ROOM 10'8" CLG. H . RtiS N MARBLE p "AR5LE O 2' 10„ p Ibb b e I E4EVATOR O ro I' 411 6' 4„ O W y 2 w O w } O v ro wa z „ - o> FOYER pl y _�I p a I COFFER CL'G. 10'8" TO Will" `-' MARBLE H ENT% V' LL 1 10'8" CLG. HT. ------------- O (5/8" STUCCO ON c0 P.B. METAL LATH) TILE —2'0" TYP. I i I II'4�FIN, FL. � S- 0"' Il 6 2" 6' 8° NSUL. n M Ff_ i----------- 2'8, I , 13 3' I" 4" 5' $ 2' „ m v N O 3 Xu-1 30 n o p_ a o f vF Z _ o�� 3 v a I =p ILINE OF — WALL BELOW Rn" I OFFICE ' I I COFFER CL'G. l0'8" TO MARBLE I J I � I � I z I _ I 2' -------------------------- I I I I I I 1' 5Ya, : x 5 IPb CW26 1 ® rruu 26� 43' �pv 1 0 10101. S. 0„ 48" H. 1/2 RAILING __ __ 9O—___-1, m 'p 5/8" STUCCO ON 12" x 16" GONG. COL. (TYP. 3 PLACES) SEE ENGIN. PLANS BY 'OTHERS' — 22' O" ---- -- -- ---------- LINE OF WALL BELOW 11 1 O ' I � I i W1 I I ' I 1 Z z I = z I I I N I } i M COVERED I m I ORCN O ____-------------- I n 10'8" CLG. HT. (5/8" STUCCO ON I S. 01. y 8" 1 1g' 8" 8,1 2' 0„ P.B. METAL LATH) 1 TILE Q I I q p_ W POOL N --�— - - - - I I x r I I DI INGc ROOM °® ' FER CL'G, 10'8" TO Wall 1 1 MARBLE I 1 3d O" 1111 3' 0,1 6' O,I y, 0i, CID LI OF WALL BELOW UP 1 F.F, I I GX!E--4—­ , Fir" 3 ` d15 Of ls'Y 321, 64" 18, 8" 1' 4" 20' O" U ()° � gr�i r veiu/ WO IF((I)i 9' 0.1 42" H. ALUM. m ©VW 39 I11M NOI.L- NO GOP NO.W a - N O3 ��rwWOO d �sie►aa NOISIMa DNICQ'II ,18 AlNnoo 310m' s v rlr4��—JJJIII P � DATE 04/23/10 DRAWN BY: pa me CHECKED Mc DDVECillUl' . DEPARTMENT NATURAL RESOURCES CURRENT COASTAL CONSTRUCTION CONTROL LINE PLAT BOOK 26, PAGE 26 RECORDED SEPTEMBER 15, 1988 \134 1,51 19 N PARCEL# 2529-343-0002-000-8 UNASSIGNED OCEAN DRIVE VACANT JOHN RUFOLO TREE LINE (50% OR GREATER EXOTICS) x 3,5 340.49' N 9040'30" 6.00 (9 3. ROLLING ENTRY O�A- 12 GATE 4,00 189' 2" 0 \` 24" x 24" ENTRY COL. W/ LIGHT ABV. x 9 &.00 00 �O 2,0 x b ill Z`• Lo rno Lo :.co cp- I im a TREE LINE (50% OR, GREAT-EF EXOTICS) �"�'�; N S 89140'30" W PARCEL # 2529-343-0003-000-5 4580 OCEAN DRIVE OCCUPIED FFE = 18.11' HOUSE & DECK ENVELOP �( 8 2 iz x 12. N 1.9 239.72' N 89040'30" E x 12, t t I 11,9 EASTERLY e, DUNE GR, 0 s b 1912 DEPARTMENT NATURAL RESOURCES OLD COASTAL CONSTRUCTION SETBACK LINE PLAT BOOK 19 PAGE 8 &9 1.5 x 5. X 5,4 rol \ 246.55' S 89040'30" W SEASONAL HIGH WATER LINE ELEV, 5,4' NAVD OF 1988, LOCATED OCTOBER 19, 2011 N.G.V.D. 0.00' = N.A.V.D. +1.47' \x 0.5 0,0 Cn 4.0 50,0 00' x fr2 )f 5,4 :i i 50 MEAN HIGH WATER LINE, LOCATED ON OCTOBER 19, 2011, ELEVATION 0,52', NAVD OF 1988, CONVERSION TO NAGD 1929 IS (+1,49) �NJ DATE : 04/23/18 DRAWN BY; p, m. CHECKED Mc REVISIONS s p O O F.F. 8" ELK. WALL BELOW PLANTERT1 n T I I I I O O I I I I I I I I I I I I I I I I I I J I I I I I I I W I I I I I I I W I I I I I I I I I I I z 4 O LL — LL PLANTER -_ g � N DN a 4a"I F.F. -------- -------• I I I I I I I 6' 31j CA 2' 5' I I I I I I I I I © I 3,0, _ ro O � 0�1 211 F.F. 8.33 N.A.V,D. TOOL SHOP 11'411 CLG. HT. (9'411 ABV. Ob') TILE FL. 51011 2' 0" 31 011 i 8" O S 5' 011 GENERAL NOTES- I. VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO A65URE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED, (OWNER, 4 OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) 3, PROVIDE ACCESS TO ALL CONCEALED PLUMBING SLIP JOINTS, 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS. 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, 6, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY AND SIDEWALKS FOR LANDSCAPE LIGHTING AND IRRIGATION, 1, VERIFY A/C UNITS SEER WITH ENERGY COPE. 8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS. 9, USE MOISTURE RESISTANT DRYWALL AT WET AREAS. 10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, EASEMENTS 4 SETBACKS PRIOR TO ANY CONSTRUCTION AND SHALL IMMEDIATELY CONTACT 4 NOTIFY ARCHITECT IF ERRORS OR PROBLEMS ARISE. II, OWNER 4 OR CONTRACTOR 15 RESPONSIBLE FOR PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISIONS ARCHITECTURAL REVIEW BOARD. 12, 611 m 45' 2" _ 21 4" rot 4 ELEVATOR EQUIP. TO BE MOUNTED AT 15' NAVD 39' 2'1 v m ELEVATOR 3.0.. J 3 8 50 AMP / AR CHARGER 11 ro ',GARAGE 11 114" CLG. HT, (9'4" ABV. 0'0") GONG, FL, I I 1 1/2" GYP, BD. ON 2x FRAME WALLS 1 I AND 5/8" STUCCO ON ELK. WALLS 1 I IN GARAGE 5/8' TYPE "X11 GYP. BD. CL'G. W/ KNOCK-DN. FINISH 19' 2" -IW F.F. I I CONC, STEPS 1 Fj� (3) 6" RISERS W/ I . 12" TREADS (20 MIN RATING DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL 'O" FIN. FL. - 'j) PER FBC R302.5.0 7 N.A.v.D. 10 w z m N Q S.G. 3' 0" x ' 0" II UP O' 5' roll ME E 8" IS' 4" - O CONC, STEPS p - I (2) roll RISERS W I ' 12" TREADS I I I } _ � �B.O N.A.V.DN.AV.D. In O QI J O 8' F.F. GARAGE m 8.0 N.A.V.D. 3 II4" CL&s HT, (94" ABV. 0'0") O GONG. �L. I �I 1/2" GYP, BD, ON 2x FRA E WALLS AND 5/�" STUCCO ON BL . WALLS IN GAR�4GE ' 5/8" TYPE "X" GYP. BD, L'G. W/ p L - _____---------- KNOCK-DN. FINISH O _ - WATER HEATER (W/ CIRC, PUMP 4 TIMER. ON PLATFORM 6 11.0' NAVD (20 MIN RATING DOOR AND FRAME) II' 2" 40' 3" LOUDER FOYER 94" CL'G. WT. (SEPARATE DAMPER CONTROL/THERMOSTAT) TILE FL. 19 EQ. RISERS O 1.16" - 11'4" RAILING 2'10" ABV. EDGE OF TR. I" NOSING TYP. 3 - 2 x 12 STRINGERS (2) 1.16" RISERS + (U 10" TREAD • 24,32" 7II 12 _ _CLG. SLOPE_ FOR STAIR STOiR- ---ABVr----- � 1 4' 011 1 4' p11 m I r-- I r-- TANKS TO BE � PROVIDED GAS INN I I I I i 9' 4" I I i 8" 21' 4 " 811 � I I I I I I m I I I I ' I O 18111x 9,411 r 41 J (0 JI I Q 1� 3 I- OI al Y I I LLI l> I I O 43, I WI m I zl W I I .9 f _ 1 5/5" STUCCO ON Q 1 12" x 16" CONC, COL (TYP. OF 3 PLACES) I SEE ENGIN, PLANS Sv 1 BY 'OTHERS' I I m I I I I I I v i I 4' O" I I i I I ' I 1 I 1 I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I -('roll IF.F. I 1 I I I 8.0 IN.A,V.D. I r I I I I }' I I I I I I ,I ill 6 9' 1011 3 ._____--___ LLI _• ALL EQUIP, ON 24"H. A f3J �' *nrvK (11.0' NAVD MIN.) STEP DN. 01 _ SHOWE 3' O" x e' m PO P < EQUIP I9,0 � W/ HO wv BELOW n >, R. DR n N.A.V.D. II" � p'O' FIN. FL, x Q 9.5 N,A.V,rX __ q ___ -_ LL EQ _ -_ _-_-__--- _",x 8 O'10' 4" x 8' O" OUV RED ALUM. STAND (II. GATE NAVD MIN.) 4 0� 20' a L22' 2" / 43' 6" OfNi ST FLO v N COVER S4'rCL'G, HT, PAVERS PORCH 5/8" STUCCO ON 16" x 16" CONC, COL. SEE ENGIN. PLANS n "n BY 'OTHERS' ----\ F - - - - - - - - - - - - - 9 v - - - - - - - - - - - - - - 7 1 Wall 20' 0" 25, O" _ m ro 1 1 4 x O LIGATE --________OUVERED' 411 I I � I I I I I' 411 a� 19 EQ, RISERS o 1,2( ` = 1116' RAILING 2110" ABV, EDGE OF I" NOSING TYP, 3 - 2 x 12 STF (2) 1,26" RISERS + (U 10" THE l� GUri 100 .UM. STAND 2 BIBB TR, INGERS 4D - 24.52" p b U- 6606 �L� /-.rn W z zT z p 6 a m o E m u m QL O L O4 W 0 0) 113 Q r Z Z c 0 0 Z 0 aU15 W ° yi0) 9)e �m DATE 04/23/15 DRAWN BY: ps me CHECKED Nc RF,VISiONS e