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36819 Eiland Blvd (2)
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36819 Eiland Blvd (2)
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Last modified
3/17/2025 10:01:43 AM
Creation date
2/18/2025 3:22:58 PM
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Building Plans
Street #
36819
Location
Eiland Blvd
Contractor
Wallace Associates
Building Plans - Permit #
14184
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MINIMUM 6" FIRE SPRINKLER <br />MAIN. CONTRACTOR TO VERIFY rVRYPIPE SPRINKLER COMPRESSOR <br />ACTUAL SIZE REQUIRED BASED FOR ATTIC, CANOPY, ETC. COORDINATE <br />ON AVAILABLE PRESSURE AND WITH FIRE SPRINKLER DRAWIN65. <br />HYDRAULIC CONDITIONS.---______� <br />I SPRINKLER <br />U_ 1 <br />RI��R <br />PE)-HHD 5TORAH <br />I I <br />PD-HHD OFF. I <br />to <br />P.D.-H.H.D. EXAM <br />0 a <br />1 F- I 3a"rw <br />P.D.-H.H.D. EXAM <br />06 <br />5.N. 8 D. <br />i <br />CORRIDOR <br />I <br />GONFERENCE <br />I <br />-T-- I /400i r-_# J1 <br />1 3A■ I <br />m I � <br />h"GY <br />I"Hh <br />P.D.-H.H.D. EXAM;; <br />-1-- Pam■ <br />/4 GW- <br />1 3 GW <br />I �"HW <br />PAL <br />1 t' II,4'HW <br />WHW <br />L.-414N <br />K <br />�I ■CW F - - <br />„I i<F <br />_r L■� I � o <br />Y Y <br />- -- G_I ARTS GHAT <br />I <br />LOUNGE <br />I� <br />t <br />T.T.- <br />JAN TOR <br />I 1 <br />Ij2'CW Mi. <br />5EE CIVIL FOR <br />CONTINUATION. <br />DETAIL I/P-6 FOR <br />AT <br />i WATER 5ERVIGE ENTRANCE. <br />NOTE: PROVIDE PRV ONLY IF INGOMIN6 <br />WATER PRESSURE IS MORE THAN l0 PSI. <br />CONTRACTOR TO VERIFY PRESSURE <br />PRIOR TO INSTALLATION OF ANY <br />PRESSURE REDUCING DEVICES. <br />ICI I �"GW <br />P-36 <br />I I <br />I <br />I <br />RO-BIGARB <br />2� <br />I <br />=�I I <br />2� "PRIV. <br />P ® TRMENT. I <br />34� Q Tp <br />- <br />�'_� <br />1 1_C Pal 0 K <br />IA■ I I�■ I■ = <br />I/2'GW 111/2" 11k'GW 0 11 <br />Pam+ <br />Ih"HW >.I � Pal <br />FAG. ADMIN. I/4'GW B/F <br />LAB ---- <br />P-IA O R I WORK K <br />AT FILE LAT TILE LAT FILE ---- <br />CHART GNART <br />ajl'GW d I/2'HW TOII/2"CW TO RA. EQUIP. <br />TEMPERING VALVE.I I SEE NAIL I/P-'I. <br />�6" TO Pam. <br />; /4 - <br />�-� I 1 <br />- - - - - - - - --- <br />I'/2'GW P-314 II,c{'M B/F MED PREP P-31 <br />t/2 <br />L T---r-------gOW B --K-----r--GW d h'HW TO i �� ENE <br />SING VALVE AT / <br />A UAGENT LAVATORY. <br />- - .-Ab-T ,I TO F& (TYPICAL). I <br />- - _ 11141HW B/F 1 <br />FOOTING C YPIGAU. <br />1 VERIFY EXACT DIMENSIONS, <br />AND COORDINATE ALL U/6 <br />MR I � PIPING IN FIELD. <br />CART CART I T O � L <br />GHART5 <br />04 <br />■ cn --I-- <br />1 a I <br />I1 r BU51NE55 OFFIGE <br />I I I <br />I I --I-- <br />I <br />I <br />1 <br />FAX/ <br />77 <br />I I I -I- -I- -I- -I <br />I K I I I r I I I I GORIER <br />--/4'GW -- -- <br />3 'M <br />I/2'HWR I P.T.-1 <br />II z <br />os WC D /20GW o o II <br />'�■ TREATMENT <br />Pal <br />I/2'HWR B/F WHIN B/F I'GW B/F I I'HW B/F <br />II/4"GW B/F I <br />3/4"GW B/F Z4'HW B/F 11 <br />I <br />P I' P� <br />© I K _ + <br />P---L---L-------------------i -1--- <br />P---------------�--- o I HP B/F f---r---r------- <br />R Klu <br />❑R <br />P3H MED PREPl <br />WAITING <br />o I ■C4 P.T.-2 <br />I TP ® ® z g WC <br />P-IA P-IA _ <br />0: 0 <br />.fm I�■}}W <br />FLOOR PLAN -PLUMBING SUPPLY <br />SCALE: I/8" = 1'-0" <br />Shepherd, Harvey & Associates, Inc. <br />4855 River Green Parkway, Suite 400 <br />Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 <br />770-495-4007 FAX 770-495-7112 Project Number: 13-017 <br />cc <br />V <br />C <br />L <br />>, <br />O <br />O <br />� <br />•1 <br />3 <br />.H <br />+•j <br />O <br />O <br />C <br />> <br />C <br />t0 <br />z <br />O <br />O <br />++ <br />U <br />O) <br />C <br />d <br />. <br />N <br />C <br />� <br />H <br />W <br />7 <br />U <br />L <br />O <br />N <br />O <br />O <br />C <br />X <br />4-+ <br />O <br />d <br />U <br />ri <br />fLf <br />y <br />O <br />L <br />C <br />L <br />*j <br />N <br />O <br />C <br />E <br />kill '1 <br />N <br />U <br />-0 <br />-0 <br />In sod■o = oNbd bwN m vdd m the <br />hweby <br />"I"�q■dtl ratlo"d Vol""d""o wdi! <br />� d tlt o the a�l�od 8a"bq p <br />In dra - Is " F -F br of AM RXI4 W. I <br />sod i■ m* b be = Nd �ad b Mdo <br />nd bubo 04ZoRrr peJnR �b be <br />U <br />v, <br />^U^,, <br />�W <br />Q <br />co <br />U <br />� <br />M <br />O <br />CO <br />Q <br />d <br />Z <br />C'3 <br />-1 <br />cc <br />O <br />O <br />� <br />N <br />oC <br />O <br />W <br />W <br />O <br />O <br />W <br />r <br />(3 <br />O <br />m <br />H <br />H <br />X <br />U <br />CM <br />C0 <br />x <br />O <br />Z <br />J <br />— <br />Of- <br />M <br />0 <br />1-1 <br />X <br />N <br />M <br />Q <br />— <br />ILL <br />z <br />0 <br />U <br />0 <br />W <br />T <br />. <br />LID <br />M <br />V <br />Q <br />CM <br />-z> <br />— <br />_j <br />L.L <br />J <br />Q <br />m <br />J <br />z <br />J <br />< <br />/ <br />V ) <br />Lll <br />CL <br />J <br />— <br />W <br />N <br />CL <br />W <br />N <br />,g68Bf�r�r <br />S. <br />a%. J <br />DRAWN BY: <br />JSM <br />DATE: 03/ 12/ 13 <br />PROJECT NO.1230 <br />REVISIONS <br />REV. <br />REV. <br />REV. <br />Sheet No. <br />P-3 <br />
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