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Home My WebLink AboutBUILDING SITE PLAN�3' V.T.R. �1 1/2• V.T.R. � THERMOSTATS ' ° ° ° ' " T 46 -0 .42'-4" 38'-8 29'-0 13 -0 ` I`j- 3680 PHONE ri t IMPACT -DR 2. 53'-2" 49'-10" 32'-6" 25'-0" I18�-6" 15'-2" 7'-4" 4'-0" _ . 3' LAV - PHOTOCELLJ_ LAV !JNARM 1 1/2- 13 9 14 4. aN�j I I C,4 ® _ z 3.5 TON HVAC 1 1/2' OFFICE m S IP 1250ECFM TILE I 74 i .5 IWC ESP - - -- C 13 40 V. 10 HVAC OFFICE— - NIA PROVIDED- _ - 14 TILE RECEPTION A 12 TILE WITH I H FRESH Al 3' 3' 7 7 E. 4 TILE T C.KT.{/ 2 dt 4 a 3• 3' Tq 3 ® ® 9 1 �" VTR 7.� / • DeD �� SWANNED 3680 T __ BY CK 4KW 10 V.1* 7 7 7 ® M [� �I pg ��j/jj 9 V� N �ME�i©�$ 1 1/2' VTR 1113 ro — — 1+ V D 74 B .. 12 abtsu B_ 4 AA 4 AA T — 0 1T 2 3.5 TON HVAC 0 0 WL 0 KW HEAT �1 1/2' V.T.R. �, 1/2' V.T.R. `I/ 5 BULLPEN ( 0 .5 IWC ESPY J s 'BREAKRROM B I TILE — UN FROVIDEDC BOTTLED OFFICE WITH FRESH AIR 1 1/2' 1 1/2' WATER r CATTIION 5 5 5 5 5 5 TILE 5 INTAKE. 61 MAY VARY cKT.;� 1 & 3 SB NK D I ff�4 ® 4 4 ® ® ® 2 ® ® ® )::)Om O 3680 2 LINE PLENUM W/ MOP B O I x iT/YPICAL) BOARD "K 11/2• 5 ANITOR , a — — MOP PHONE 5 TILL Bx20 OVERHEAD • 2' SINK TILE in FIBERGLASS DUCT 4 9 *♦ IM e Ate- AK �e ) 6' PLUMB WALL 9 3680 ST/ST t;1e *ee 2' 1 1/2' HI IMPACT DR �� 1 de 1 1/2' VTR 200 AMP E.P.120/24oV.,10 7'-0• I , ° L �PHO " S �S1t n NppgaTsor35 -10 28'-4" 20'-10 13'-10 5= i1DNN RISER NTS49'-4"42-017'-413'-0" ellvi nstvil y� LAY LIGSIMG AGENCY APPROVAL THESE PRINTS COMPLY WfTH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONS T RUCTION CODE AND ADHERE TO THE FOLLOWING CRITERIA f CONST. TYPE OCCUPANCY 8 FLOOR L c SINK LAV MIND VELO..iTY 1 H O MPH T 4 P FIRE RATING OF �� \ r EXT. WALLS ! HRS I ALLOI&SLE NO. OF FLOORS - MANUFACTURER Sree#AL i i I PLANNUMBER SSJ 2-1S APPROVALDATE (obs)oSr RAiC® SINK Reviews-d-By: 3/4'4) INLET I > ellwU .144-11, � � I i Robert' A. Anson F{orida Modular Plans Examiner \ SUPPLY RISER -NTS- I N _0. ' ` p - 000c10n0- - 6 COLU ut SUPPLY LINE SIZING IS BASED ON Q (2) 2x4 SPF y2 IS. 2x AN ASSUMED AVAILABLE PRESSURE �I p OF 46 TO 60 PSI AT MAIN INLET ©(3) 2x4 SPF #2 T�HyIS�HrI��LQF� 7x4 SPF AND SHOULD BE VERIFIED PRIOR TO O (4) 2x4 SPF g2 i1n�F11-�U,tF�Q t2 EACH HALF. CONSTRUCTION. © (5) 2x4 SPF �2 "'C�•' —" H (5) 2x4 SPF ;2 EACH HALF. - COLD — HO7 WITH RIDGE BEAM BEARING STIFFENER ALL SUPPLY LINES SHALL BE N 1. ALL AL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER. 3/4". ALL STUB -UPS. SHALL BE PVA GLUE WITH 10OR COVERAGE SHALL BE USED. 1/2" UNLESS OTHERWISE SPECIFIED. 2• INSTALL TWO STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. MORGE I-MSULTING RNK,P.E ENgNEFR CONSUL ST. PEfERSBURG. FL 33705 _ ZUN 15 2005 SPECIALIZED STRUCTURES INC. 2400 SPRINGHEAD ROAD WILLACOOCHEE, GA 31650 'DATE: 5-10-05 ' SCALE : CODES: SEE NOTES REVISIONS: BY: G.E.F. LABELS: RADCO. FL. SSI2733 A/B 28' X 60' BUSINESS SHMr 2 OF 3 FLOOR PLAN JOB NO.