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HomeMy WebLinkAboutPLANS - PART 2-GENERAL IRRIGATION NOTES !I�EiE W U Z W LL V) z Q J Li /Uj Q V Q z cr x LU U) z Q J T T //1 LL z O N O O 06 r- N r N 6) 0 O O Z Q Z O m U W D 0 I.Y COMM \ \� �03)12" BOUNDARY N89°32'37"E 195.16 Q 0 z O IM U O fy n "(3)11" 2„ J X ZONING RM-11 LAND USE MXD ORNAGE AVE N89°44'38"E 1366.71' (C) PROJEC-C BOUNDARY ` 8&12" �" �9&17" 0) ZONING IL - LANDUSE MXD O&GE AVE PIPE 51ZING CHART 0-5 GPM 1/2" PVC PIPE 6-10 GPM 3/4" PVC PIPE 11-15 GPM 111PVC PIPE 16-25 GPM 1 1/4" PVC PIPE 26- 35 GPM 1 1/2" PVC PIPE 3G-50 GPM 2" PVC PIPE 50+ GPM 2 1/2" PVC PIPE MAXIMUM VELOCITY OF 5' PER SECOND *WELL xr, IRRIGATION LEGEND 5ymbol 5peafication Water Source - Wet Pond - 2 hp Pump, pump start and blow -off valve provide 8 well point intake tines I C' o.c. in sand fitter bed ❑ Rambird RC XX60 Electromechanical Controller UL approved for Outdoor Locations with Ram Sensor Sol 40 P.V.C. Main Line Netafim Underground Drip Irrigation Emitter flow = .9 GPIs Emitter 5pacing = 12" Techhn , spa6hi = I G" Eunal depth = 4" Application Rate = I . I I "/hour DOT) Z W O In iLI C,a m X (n z 0 Prl D ^:C7 0 0 D r z m m 0 0 IRRIGATION WATER CONSUMPTION 25,530 S.F. IRRIGATED AREA Teel 5pacing Guidehri for Shrub Applications Emitter 5pacing = 12" o.c. TecIl 5pacing = I G" o.c. Emitter Flow Rate = .9 GPfl Application Calculations: I emitter per 1 .33 sq. ft. 25,5305.f. / 1.33 = 19, 19G emitters 1 9, 196 X .9 GPH = 17,276.4 GPH Application Rate in IWHIR = I.I I"/ FiR rneation application of I" per week =54 minutes of vngation application 17,27G.4 GPH = 287.94 GPM 257.94 X 54 minutes = 15,548.76 Gallons per I" application each week I . Install a new automatic rrngatlon system to provide I CC% coverage of all landscape areas, 2 5hrub users shall only be used in hedges or mass Plantings Risers shall not extend more than 2" above the installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be installed adjacent to walkway%, driveways or other areas where they may be damaged. 3. All heads Installed in painting areas along walks, drives and parking lots shall be 12" pop-up fixed spray heads. All heads shall be installed with the top of the spray body flush with finish grade. All groundcover areas shall be Irrigated with 12" pop-up fixed spray heads and extenslons as required. 4. All sodded areas shall be irrigated with 4" pop-up spray heads or pop-up gear driven heads unless otherwise speclhed. 5. Pipe, valves and other Irrigation equipment may be shown in drives; walks or buddmgs for clarity only. Install all valves and other equipment In landscape beds for best accessibility and concealment. 6. Valves shall be installed in a manifold within a valve box of sufficient size to service all valves within the box. Valve box shall be free from any debris which may cover valves. Provide a 3" depth gravel sump at the bottom of the valve pit. 7. All Irrigation equipment and Installation techniques shall meek federal, state and local codes, regulations and ordinances. 8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be installed on flexible polyethylene swing joints. 9. Gear driven heads and fixed spray heads shall be installed on separate uneswhere possible. Precipitation rates and head type should be campattec: within each zone. 10, Gear driven heads shall not be installed in shrub areas or be installed on n5er5 where possible. I I. Controller shall be mounted as shown on plan 12. Al sleeves shall be schedule 40 pipe installed a minimum of 14" below grade. 51eewe5 shall be used only to install lateral irrigation lines through. 5leeve5 shall not be used as a method to convey water through the system. 13. Adjust all heads to provide maximum coverage and efficiency and minimize overthrow. Irrigation heads shall not spray over walks, drives or any other non-ungated areas. 14. Equipment shall be manufactured by: 'Tore', "Rambvd" or'Irunter' or as otherwise stated on the plans. 15. Contractor shall field verify water source to deliver the proper pressure, pounds per square inch (P51) and water flow, gallons per minute (GPM) as required by the irrigation system. Notify the Landscape Architect if there Is any discrepancy. I G. All permits required for installation shall be provided by the contractor. 17. Refer to the Landscape. Plans when locating all Irrigation equipment. Allow ample room near irrigation equipment for the proper Installation of trees, shrubs and other work shown on drawings to be installed, 18. All wines shall be Installed in wire sleeves. 19. Contractor shall be responsible for all items on the plan and irrigation specification. 20, Contractor shall Instruct the owner on the full operation and maintenance of the Irrigation system. 21. Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all landscape areas. 22. All questions regarding Irrigation specifications shall be directed to the landscape Architect at (727) 767-2840. finish Grade Concrete all Pop-up fixed spray head at each head Poly ell Poly ell 18" poy flex pipe PVC lateral Into pipe PVC Pitting IRRIGATION SPRAY HEAD DETAIL Rmsh Grade Concrete donut Pop-up geardrmen at each head spray head Poly ell I5" poy flex woe PVC Fitting Poly all PVC lateral line pipe IRRIGATION GEAR DRIVEN HEAD DETAIL minimum depth Grade Install sleeves under all paved areas Laterel zone Imes Install sleeves ender all paved areas Mainline piping (schedule 40 PVC) fR mote control valve wires to be installed under mainline �ecure to mainline at 8' intervals with waterproof tape wrapped 4 times around pipe at each location IRRIGATION PIPE DEPTH DETAIL Scale I " = GO'—OII rel LU C ix O ~ o n z gca Q W W cc W H Z g d W e© 410 �_ gg r°rr1 H II 'f N gn� {1 P'1 m y0 3,°, Fao nil V c E D O bU0 gg 1 � •0 r-, LL V J O 10 = u � J `vC: i ' ^• V C Q� C .® co 0 CL L > COPLEY DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 1666 Laney Drive Palm Harbor, Florida 34683 Phone 727 787-2840 Fax 727 785-4017 Landscape Architecture Site Planning Construction Management JOB NO. 23074 SHEET IR im ST. LUCIE COUNTY, FLORIDA OWNER: COMMERCIAL PROPERTIES ASSOCIATES DEVELOPER: w LOCATION MAP PINPOINT COMMERCIAL, L.P.SHEET INDEX a . Y U CO z ORANGE AVENUE CONSTRUCTION MANAGER SHEET DESCRIPTION T-1 TITLE SHEET o SITE PINACLE CONSTRUCTION MANAGEMENT o S-1 FOUNDATION PLAN BUILDING A (' S-2 FOUNDATION PLAN STORAGE BUILDING a U = S-3 FOUNDATION PLAN TRUSS PLANT Q A-1 OVERALL FLOOR PLAN Q o ARCHITECT: A_2 OFFICE FLOOR PLAN, FINISH SCHEDULE Z PICOS RD. STEPHEN A. BROCK ARCHITECTS, INC. A-2A OFFICE CEILING PLAN A-3 BUILDING ELEVATIONS 4189 ELM AVENUE N A-4 DOOR SCHEDULE DETAILS 3 PALM BEACH GARDENS, FL 33410 m A-5 BUILDING SECTIONS (561) 622-4480 FAX (561) 630-0784 A-6 WALL SECTIONS E-MAIL - SABAI@BELLSOUTH.NET A-7 WALL SECTIONS z LICENSE #AAC000636 A-8 INTERIOR ELEVATIONS DETAILS OKEECHOBEE RD, o A-9 STORAGE BUILDING PLAN & ELEVATIONS 0 BUILDING CODES APPLIED FOR THIS PROJECT A-10 TRUSS PLANT FLOOR PLAN & ELEVATIONS U z FLORIDA BUILDING CODE, BUILDING (FBC-B) 2001 EDITION A-11 TRUSS PLANT OFFICE FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 2001 EDITION A-12 TRUSS PLANT DETAILS FLORIDA BUILDING CODE, PLUMBING (FBC-P) 2001 EDITION FLORIDA FIRE PREVENTION CODE (FFPC) 2001 EDITION EQ-1 EQUIPMENT PLAN r NATIONAL ELECTRICAL CODE 2003 EDITION EQ-2 EQUIPMENT PLANT m BUILDING CODE DATA APPLIED TO THIS PROJECT Q TYPE OF CONSTRUCTION - TYPE IV PER FBC 2001 o OCCUPANCY; FACTORY / INDUSTRIAL z a 0 0 o N z a 0 E ❑c C 0 m dc NORTH - - - - - - - - - - - - - - - - -------- -- ' GB1 CON --- --- ---� � �I �I I I CJ - r - r r , FJ F3 L J F7 F6 11 L P7 F6 L -P7 F6 O L ik7 F3 I � I CJ I I I I la I I I ii I I I I I I I I I ml °ci 1 I I cJ I III IP cJ I I I I I I I 1 F1 F2 F2 F2 F2 F2 F2 F2 F1 ll� 3i_ u F -I I- y i 311 .1-16,_Ou _ li I_4i C .F r-1 1-1— — - - 4-- L-zi2 . . i i mi ;;- , III= 06 CONC. FILED CELLS W/ 1#5 VE T AT 31-411 O,C, ONT. 7YF- r GB2 GB2 7 r GB2 f- GB2 I r GB2 I I GB2 I GB2 1 1 GB2 7 r I GB2 t GB2 I I GB2 GB2 1 I GB2 I T I GB2 JF3 io LJ L-J I-J LJ LJ L-i I_J LJ LJ I-J LIJ LJ �- F2- F4 - F2 F4 - F2 - F4 - F2 F4 - F2 - F4 - F4 - F4 - F3 F2 U1 N CJ 1 I^ CJ I I I I I CJ � N I F J F T — I- - -1 . - I - - _J L J L J F4 'N F6 F6 m c ci - 611 CON . SLAB ON COM F4 SOIL GRADE W! X6 W: a W.W.F CONT. CJ 0 - - CJ F -1 F- T I— — —1 — — — _J o L J L J F4 F6 F6 m N I CJ F4 J CJ - - - - - —4 � N CJ F- F4 F6 Fcq CJ F4 IN cJ m O F2 F3 F2 F3 F2 -IF2 ° (- -I L 7 F 7 r -I F 7 GB2-- I I I I I I TRUCKWELL, 1A ) ( 2 ) ( 2A ) ( 3 ) ( 3A 11 121-611 1 1-611 1-6° 121-611 121-611 121-611 121-611 121-611 121-611 1-611 1-6° _121-611 1-611 91- ° 151-611—1 -6 N I I I m I r- -I T -I I I F� I F -1 L F7 I F2F- _- L J L_J L_J L_J P6 F6 FroF6 I I I I I I I r I m I 7 O .L SAC ED , }-+— F T T T T T T F2 L J L J L J L J F6 1=6 F6 F6 8 I I I I I f T FS +----< > -f — - -- - —1 1 - t - I-N* - L J L J I L I F2L F6 F6 - - - F6 F6 - 4 cs O L_J F7 I I I I I I I I F3 F2 F3 F2 F3 F2 F2 F2 F2 F1 L� F� �-1 �� �7F f-� F 1 r I GB2 1 I GB2 I GB21 1 GB2 l µ l GB2 0 - D.2 n J - CD J 0 N —(� C.5 - CB A.5 I I I I 2 1_011 1-011 2 1_011 2 1_ 11 1 1_OII 1_ 11 11)_011 1-011 271-611 it 35 I - all 6A 4 4A 5 5A 6 6B 7 7A 8 o G FOUNDATION PLAN 1/161, - 11-01, RECEIVED NOV 1 1 2004 MARK CON:; TRUCTION CO. �I rREVISIONST�BY) 11-4-04 t N wz Ln o a ` uU z0=o� W z uj ~< Z U- W N ��o w NNm i,1 / o o n ® O 1 ]L U LLL ® n U Z (n O ZQ_ Q w � X z L Q � ILL LLI w z LLIUQ� �af0-0® v�QwJ* J QHiT �0N -j di Q co<tD 1101 LU UR 0 O J '� o IL N J V/ Q IL H IL w Z r^ VJ Q Q� w W w J 0- DRAWN 5, 5, CHECKED S. B, DATE 9-15-04 JOB NO. 200405 SHEET S-1 OF 3 a 0 W Ln a Q -o INE 0 F - D - fV Tn N N :C>- A - - all 1 2 3 4 5 6 7 8 30'_0n 30'-0" 30'-0" 30'-0" 301_011 I I I I0 8"XS" THICKENED EDGE 6" CONG. SLAB W/ U/ 205 CONT. AT SLAB 6X6 14.9/WZI9 U.WF. PERIMETER CONT, AT BUILDING PERIMETER 15'-0' 151-0' 15'-0" _ 15_0' _ 15'-0' 15' O' 15'-0" 5' 0' 15'-0' 15'-0" 151-O' 15'-9 15'-0' 15'-0' r-------------------------—S I -- CONTROL JOI TYPICAL -------------- T —_—_--_------_ -------------------______ ___ ____---------- � I --- --- 1 GBI \ GBI / \ I GBI 1 / \ GBI / \ GBI — — — — / \ GBI F2/I\ I m F4L� \\ C� F4%L _\\ F41 / _\J HBI5 F4L/ (TYP, 12 PLACES) _\\ F4% _\; F2-� F4% _\; p� 11 1 c 7 I O U U G 0 U U 0 U� U U� 0 0 kn I 1 1 4— 1/' \�\\\ A,II- CJ -t - I- - - 1 ---II - --III-- — SLO ED F2/ m CJ SLAB RECE S FOR OPENI G 5 I/2"' CONC. JLAB ON - COM ACTEDp�WALL - - - I RECESS - - F2 TYPICAL 2 PILCS OILGRADE/6X6 W2.9/W W.W.F 2ADE .9 I _Fz II FI CJ I. I HBIO 11 (TYP. 8 PLACES) FI I � c I I m F2 F4 \ r IT I \ F4 \_ _/ F4 \_ F4 \_ F4 \_ _/ m I I _ ----------J GBI \ / L----- GBI ---J L----------J GBI L----------J GBI GBI L----------J I \ / GBI L----------J 1 \ / GBI I L----------� ______ CONTROL 101T5 —---------- I I I I I I I I 1 FOUNDATION FLAN STORAGE 5�4ED BTEEL WALL SHEETS io EL. 9' v LINE OF BUILDING FRAME TIUW DOLLN FOOTINi ANCHOR BOLT SCHEDULE BOLT DIAMETER MAX, UPLIFT LOAD ON BOLT MAX. HORIZ LOAD ON BOLT MIN. mom DEPTH ( D) PROJECTION (P) HOOK DIM. (H ) BOTTOM OF P BASE PLATE D 7 1/2" 2,840 LBS. 1,960 LBS. 8" 2" 2 1/. 5/8, 4,520 LBS. 3,070 LBS, 10" 2 1/2" 3" 3/4" 6,690 LBS, 4,420 LBS. 12' 2 1/2" 4" 7/8' 9,230 LBS, 6,010 LBS. 14" 3" 4 1/2' 1" 12,110 LBS. 7,850 LBS, 16" 3" 5" 11/4' 19,380 LBS. 12,270 LBS. 20" 3 1/2" 6 1/2' 1 1/2" 28,110 LBS. 17,670 LBS. 24" 3 1/2" 8" 13/4" 37,970 LBS 24,050 LBS 28' 4" 10" REINF. STL. BUILDING COLUMN 8" CMU WALL ADD tt5 HAIRPIN BAR AT SLAB MID -DEPTH TIED TO W.W.F. (LOC. PER PLAN) ADD 60" W LAYER 6X6 10/10 SLOPED DOOR W.W.F. CONT, v SLAB PERIMETER RECE S 1 1/2" BLOCK 6" THK CONC. SLAB -__ RECESS THICKENED EDGE T� /- — — FOUNDATION I ' OVERHEAD DOOR RECESS 1/2"•1'-0' h GRADE BEAM HORIZ BARS CONT. 4'-O" SQ. W 4tt5 EW 5'-0' SO. W 5#5 EW FOUNDATI Ltt5 BARS EQ. PACED EA. WAY TYP. 3 SIDES FI F2 F3 F4 FI THRU STL BLDG COLLWYV 6" CONIC, AT FDN. TOP FACE, ADD I LAYER 6X6-WI.4/WI.4 W.W.F.XIB'-O" SQUARE GROUT FILL 6' CONC. SLAB SAWCUT I/3 SLAB THICKNESS = _ WITHIN 12 HOURS OF CONC. PLACEMENT CONIC. SLAB W.W.F, - DO NOT CUT STL BLDG CHANNEL GIRT W/ a5 BARS EQ. 1/2'AT DIA.X3" ANCHOR SPACED EA. WAY MAX.STUD AT 2'-8" X, O.C. CONT, (RAWL 47720 OR DETAIL: CONTROL EQ. EQ EQUIV,) 6'-0' 50, W/ 6a5 EW F5 JOINT(CJ) 8'0'50.W/8a5EW F6 — 5' 0' SQ. W/ 5a5 EW F7 2 COURSES 8"X16" BEAM 1/2" 1'-0' — BLOCK U/ CONCRETE FILL 15 G°TUT. EA. COURSE DETAIL: FOUNDATIONS F5 THRU F i 8" CMU UALL U/ CONIC. 1/2"=1'-0' FILLED CELL AT 4'-0" O.C. CONT. MAX. POCK LEVELER AND / WIPERS -SET ANCHORS IN - STRUCTURAL SLAB 78r_,OfNC BLDG OUT/OUT DIM. IMBEPPEP STEEL CHANNEL WALL 9 X AT 12" O.G. 6" CONC. SLAB S" SLAB 6x6 W3XW3 I 05 VERT. AT 121I ADD 5'-0" WIDE LAYER 6X6 - WL4/WIA W,W.F. SLOPE TOWARD STOW INLET-sEE�ivIL PUGS. Ie 4"XI I/l" KEY CONT AT SLAB PERIMETER /-35 CONT, ELF I 4 1 1/2" RECESS BLOCK cO AIL 5 AT 24" O.C. l ��� 4tt5 CONT. ( 1/2 T&B ) W/ tt3 TIES ® 2'-8" O.C. 16' MAX. WELL I/2"'I'-O" DETAIL: GRADE BEAM — BENT BAR "GB2" DETAIL: HAIR 1u2'=r-0" HBIO E "HBI5" N.T.S 6"" CONC. SLAB FI 4 F2 ADD 5'-0" WIDE LAYER F3 4 F4 6X6 - WIA/WI.4 W.W.F. CONT AT SLAB PERIMETER A.C.I. STD. BEND 4tt5 CONT. ( 1/2 TSB ) W/ tt3 TIES ® 4'-0' O.C. MAX. 12' AIL: GRADE BEAM "GBI" 1/2"=I'-O" Gc'n�l (01"o REVISIONS BY 10-19-04 wz Ln2a Z w c F Uv6 W C9� z N N W z? ttm U Q ULJ cm\a- Z 0 E 1A `NNnT .;i.1 O co —®O 1 U II IL O zUQ\0 LU U) ^' U U lL W U W l j m Z U Q I-_ IL WOO LLJ Q m ! Wm° � WL0 v 0 O LL � LL U LL U uj Z Q U wly Lll ® 111 �LL DRAWN S. B. CHECKED S. B. DATE 9-15-04 JOB NO. 200405 SHEET S-2 Of= 3 OFFICE FOUNDATION PI 1/8" = 1'-0" 1 BLOCK OUT FOR 2' 3 COLUMN PENETRATIONS VERIFY SIZE OF COLUMN AT PENETRATION -- - A --IT-- --- - -T- T _ i TII it l � II I I 11I II I I III II I I III z p 6" PRECA BT CO C. I a PLANKS W1 2" ;ONC. TO >PING I II i IIi III II II I I II -� I -- li i j II L-- --- --- ---JL- --- - --- -1J \. --- 60'-0" - 2ND FLOOR FRAMING PLAN 1/8" = 11-o" ADDITIONAL 60" WIDE LAYER 6X6 W1.4/W1.4 W.W.F. REINF, 8" CMU WALL W/ 1#5 VERT. IN 6" CONC. SLAB CONC. FILLED CELL W/ 6X6 W2.9/W2.9 AT 48" O.C. CONT W,W.F -FE -011 CC c m in 5) n n ral 101 n n n 25 '-O" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 121-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" O r----- ----- ----- ------------ p_ r ~ U ----- ----- 6" CONC. SOIL W.W. ------------ SLAB SUBGRA , CONT. G151 ON COMPACTED E W/ 6x6 ----- W2.9/W2. - H- U ---- r F c) �p (9 i - - - - - - L----- - - - - - - _ rJF8 1 F8 T G5- I / \ G151 1 / \ GB1 / \ GB1 / \ GB1 / \ G151 / \ 1 051 1 / \ I 051 1 L\.J LL\J LL \J LL \J LL \J LL \J �� F3 / \ F3 F3 F3 F3F2 , N N F3 CID O SEE — — THIS 1/ HEEOI�NDATION PL N CJ 9 I � I I � 7) 7) -1 1 o 1 I I 1 CJ� 1 I 0 O -1 6" C NO, SLAB ON COM ACTED SOIL SUBGRA E W/ 6x6 W2.9/W2. W.W.P,. C0NT. F3 F6 F6 F6 F6 F6 F6 F6 F6 -6 �- r- CJ r— --t r— —� r_ —� r— —� r— —� r— —� F3 J --------o- I I I I I I I I I I I I I I I I I L - - J L - -J L - - J L - -J L - - J L - -J L L_ o CJ t- - - - - - � OD cJ I t i I I I I I I I I I I I I CJ� o I \ / I \ / I \ / I / I \ / I \ I L-rF2 L�WJF3 L\ -71F3 f� JF3 `\\ -71F3 �\ �1F3 \ �JF3 �\ �1F3 ���1F3 �\ F3 F2 J G51 GBi \ / GB1 / I GBi I \ / GB1 \ / GB1 / GBt \ / GB1 \ / GBi \ / GB1 I �- - -----L L---- - - --J L--------L L- - -- --- -J L------- L--------J L--- J L------- L —A --- - -J - - J L---- - - - J I r----- ----- ----- — ----- ----- — — — — — ------------ 6" SOIC ----- CONC. SLAB SUBGR ----- ON CO DE W/ 6x --------- PACTED W2.9/W .9 --- ----- ------------ --- --- U U U U U U U U U U c> L U U U U U U L— — --- — — — — — ------ — — — — — — — — — -- ----- — — — — -- — — — — — — ---- — -- ----- • S 4#5 HORIZ. _ BARS CONT. #3 TIES AT - 4'-0" O.C. CONT. n (14"x10" TIE DIM.) 6° F9 _...-._ 2011._ _ 1=10 PLAN LEGEND • 8" CMU WALL W/ CONC. FILLED CELL & 1#5 VERT, BAR DETAIL: FOUNDATIONS F9 & F10 CONT, FROM FOUNDATION TO BEAM ABOVE, SPACING PER PLAN RJ-1 DOOR JAMB, 1 REINF, CELL 3/4"=1'-0" RJ-2 DOOR JAMB, 2 REINF. CELLS AT 8" O,C, ADDITIONAL 60" WID LAYER 6X6 W1.4/W14 W.W.F. 5" CONC. SLAB W/ 6X6 W2.9/W2.9 W,W,F 3#5 HORIZ. BARS CONT, REINF, 8" CMU WALL W/ 1#5 VERT. IN CONC. FILLED CELL AT 48" O.C. CONT F11 P12 P13 5 AT 24" O.C, R DETAIL; FOUNDATIONS F1111 F121 & F13 3/4"=1'-0" ADDITIONAL 60" WIDE LAYER 6X6 W1.4/W1.4 W.W.F. 6" CONC. SLAB W/ 6X6 W2.9/W2.9 W,W.F 2 \\ TYP. 3 SIDES J 3#5 BARS EA. WAY DETAIL; LD 8" CLR 3'-0" SQUARE REINF. 8" CMU WALL W/ 1#5 VERT. IN CONC, FILLED CELL AT 48" O,C. CONT. 405 BARS IF9 & F10) CONT'D THRU FOUNDATION F8 TRUSS PLAT GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE AND REGULATIONS OF OSHA, FOUNDATIONS 1) BOTTOM OF FOOTINGS TO BEAR ON NATIVE SOILS OR CONTROLLED COMPACTED FILL CAPABLE OF SAFELY SUSTAINING 2000 PSF SOIL BEARING PRESSURE, 2) FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 95Y. MODIFIED PROCTOR DENSITY. ALL FILL SHALL BE POROUS MATERIAL 3) CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING FOUNDATIONS, SLABS, AND ADJOINING BUILDINGS FROM EROSION AND OTHER DAMAGE DURING CONSTRUCTION CONCRETE 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLABS AND FOUNDATIONS SHALL HAVE A MAX SLUMP OF 5" 2) CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ACI BUILDING CODE ( AGI 318 1, DETAILING MANUAL ( ACI 315 ), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ( ACI 301). 3)REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM A615, GRADE 60WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 4)BAR SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS, 5) MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3" CONCRETE EXPOSED TO WEATHER 2" FOR #6 THROUGH #18 BARS 1-1/2" FOR #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN EXPOSED TO EARTH 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/2" BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 6) INTERIOR SLABS SHALL HAVE A STEEL TROWEL FINISH. EXTERIOR SLABS, APRONS, AND PADS SHALL HAVE A LIGHT BROOM FINISH. 7) BUILDING SLAB SHALL BE TREATED FOR SUBTERRANEAN TERMITES USING ONE OF THE LISTED MATERIALS A) DURSBAN TO - APPLY 1% SOLUTION AT THE RATE OF 1 GAL. PER 10 SQUARE FEET OF SLAB AREA ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS B) PREVAIL FT - APPLY 0,30% SOLUTION AT THE RATE OF 1 GAL. PER 10 SQUARE FEET OF SLAB AREA ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS 81 FLOOR SLABS SHALL BE CURED FOR A MINIMUM OF 5 DAYS DESIGN LOADS ROOF - 20 PSF LIVE WIND PER FLORIDA SLOG. CODE, CHAPTER 10, @ 130 MPH (3 'SECOND GUST) WIND VELOCITY PRESSURE )ATION LANE. 1/16" = 1'-0" co,IPN Wt MASONRY 1) FURNISH ALL MATERIALS, TOOLS AND LABOR TO INSTALL VARIOUS MASONRY UNITS SHOWN AND/OR NOTED ON DRAWINGS. 2) ALL MASONRY WORK TO BE INSTALLED BY SKILLED CRAFTSMEN WITH PROFESSIONAL QUALITY WORK NOT APPROVED BY ARCHITECT WILL BE REMOVED AND REPLACED CORRECTLY AT CONTRACTOR EXPENSE WITHOUT DELAYS, 3) CONCRETE MASONRY UNITS (CMU) TO BE FIRST QUALITY "A" GRADE CURED UNITS OF PROPER SHAPES AND SIZES FOR EACH APPLICATION. BROKEN, CRACKED, CHIPPED, OR WARPED UNITS WILL BE REJECTED ALONG WITH UNITS NOT HAVING UNIFORM AGGREGATE FACES 4)USE CLEAN SAND AND WATER WITH TYPE "N" PORTLAND CEMENT MIXED TO PROPER CONSISTANCY AND PROPORTIONS TO ACHIEVE BEST BOND BETWEEN UNITS USED, 5)BRACE WALLS AS REQUIRED DURING CONSTRUCTION UNTIL WALLS ARE PERMANENTLY TIED TO STRUCTURE AND/OR CURED TO DESIGN STRENGTHS, 6) INSTALL GALVANIZED LADDER -TYPE DEFORMED HORIZONTAL BED JOINT REINFORCING AT 16" OA. VERTICALLY AND AT CORNERS AND INTERSECTIONS OF WALLS 711N97ALL VERTICAL STEEL REINFORCING RODS IN CMU CORES FILLED FULL WITH CONCRETE FULL HEIGHT OF WALL FROM FOOTINGS, PER DRAWINGS. 8)SET ALL MASONRY IN FULL BED AND HEAD MORTAR JOINTS, SHOVING UNIT INTO PLACE, SQUEEZING MORTAR OUT OF JOINTS AND EXCESS MORTAR IMMEDIATELY STRUCK SMOOTH WITH MASONRY UNIT FACES VOIDS IN ANY MORTAR JOINTS WILL BE REJECTED AND UNITS REMOVED AND REPLACED WITHOUT DELAYS AT CONTRACTOR EXPENSE, LAY UNITS PLUMB AND LEVEL 9)EXPOSED MASONRY SHALL HAVE FLUSH FINISH OR STRUCK JOINTS AS NOTED ON THE PLANS, PRE-ENGINEERED METAL BUILDING 1) THE STRUCTURE SHALL BE A CLEAR SPAN RIGID FRAME WITH VARIABLE DEPTH COLUMN AND RAFTER SECTIONS OF SHOP WELDED STEEL PLATES. 2) ALL DESIGN LOADS SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE. 3) BUILDING COMPONENTS SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE AISC AISI SPECIFICATIONS ( LATEST EDITIONS ) AND MBMA LOW RISE BUILDING SYSTEMS MANUAL. 4) FABRICATION AND ERECTION DRAWINGS PREPARED BY THE MANUFACTURER SUBMITTED TO THE FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION. THEY SHALL INDICATE ALL CONNECTION DETAILS, OPENINGS, AND OTHER PERTINENT DETAILS IN ADDITION TO THE MAGNITUDE AND LOCATION OF BUILDING REACTIONS UNDER ALL DESIGN LOAD COMBINATIONS. DESIGN CALCULATIONS AND DRAWING SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 5) MANUFACTURER SHALL PROVIDE COMPONENTS SUCH AS ROOF SHEETS WALL SHEETS, AND TRIM DESIGNED FOR THE SPECIFIED WIND LOADING 6) ALL ANCHOR BOLTS AND EXPANSION BOLTS SHALL BE HOT DIPPED GALVANIZED. REVISIONS BY 10-19-04 Ln M uJ W �n 00 u Z >o 'ram u ELI oQLnLn w 2! N C\J Z nQcp - -' uuS z »�Lny ��mCi a LL W Na��O � gd `NNm '�'1 o lU d- noo NLUIL®� U z (n C3 - f Q _ a/ W co tf) �o X zWQ�IL W WU-1Z CL- I�- LLI g L—f1fa.0o u�Qw-j't m N J � � UJ1 Q co Q l4 er W Q U � 0 0 -I O 0 IL I i- f-, J .^ Q NU, 1--1 IL ILIL > W Z (� Q O!f W lu lu - J 0- IL Cal DRAWN S. B. CHECKED S. 5. DATE 9-15-04' JOB NO, 200405 SHEET S-3 OF ter: FAI 1/16" = V-0° 0 0 0 0 C NORTH le uw w z H 0 z w ow* 0) CD tnton moo Of U► UO ZNQo W—i Z JU- `- Q N X LU O F- L �mz UQ� �a-�o co �Qw� �0N W Q 000 to l� LU U� 0 0 00 L� r J H a Q= IL IL 3: w z N W W J H °- D IL 1II DRAWN S. B. CHECKED S B. DATE 9-15-04 JOB NO. 200405 SHEET A-1 OF 12 REVISIONS BY F F 501_011 51V.'-Y/" 501_011 01 SEE DETAIL 5/A-S ® ® 22 — — — 219 3 — — - —7 _ iV Q — —T — 'S1_A11 — L l II 0 g 7 IL I- °0 - IIROOM o Ili 0 1 t 131 D OR OP 0 a - e _ GEN RAL IC 9R-t - °0 111 N - N 3 1 O SEE DE - AIL � - 14'-011 I 127 I � OFFI E- 13 - - - - - - - - - 7A N Ivan y 115 116 VJ 4ALL Q III I GI_01 II n I0'-11l L SI IF -135 - N 0 INSt LLED SALE O E INEER Wil ' I - 10 F 12IREC Acar 18 14'-6 II II 5 0' 11 - 0 II 5 21 II 2 5 II 141_.I II I 11 101_51 GI1 L/ - Ill _'t 11 I 11_ J 11 /_ 10 _/. II Y! /_1_31 V J 1 J _ II IA1 9 qll L II 5 9_TII J II 5 14, I 11 5 111_pll J 1 01_I L II 11 5 - - 101_21 tll I/A 11 N O O� DUm ENT I 1010 �E ID 8 = � 0 0 O O O O O I I I I I II_All Y 3'_A'I J '-ff 1_01 3I_411 J 10'- 11 3'-4" �/� 101.01, 3'-4" 101-61, 31_411 51-811 V V V 3'_AII J Y Y QI_QI1 V V 3'.4" J 4 p1-411 J `4 J 13'_4" 9'_AII 44 11_411 .J Ir v-all V V 31_411 J 81_811 V V 11_A11 / Y 101_Q11 V Q1_All J T 10'_011 91- " J Y 101_01, y'_A11 J Y I-0' 3'-411 1 I�_A11 Y 511 I 501.01, 1 50'-011 CZ D2 501.01, 501_011 o Z SI' 51_011 A C p E ® 2011.41' OFFICE FLOOR PLAN 1/411 = 11-011 ROOM FINISH SCHEDULE RM " ROOM NAME BASE FLOOR WALLS CEILING: CEILING HT. NOTES RM " ROOM NAME BASE FLOOR WALLS CEILING CEILINCs HT. NOTES Imm LOBBY Roppe 4" VCT Painted Sheetrock ACT -TYPE 1 101-0" 125 NOT USED Iml RECEPTION Roppe 411 Carpet Painted Sheetrock ACT -TYPE 1 11 I0'-0 126 CONFERENCE Roppe 4" Carpet Painted Sheetrock ACT-TYPEI. 9'-0" SEE NOTE 3 102 ASST. CREDIT Rogge 4" Carpet Painted Sheetrock ACT -TYPE 1 101-0" 12'1 ESTIMATING, Roppe 4" Carpet Painted Sheetrock ACT -TYPE 1 91-0" 103 NOT USED 125 NOT USED 104 OPEN OFFICE Roppe 4" Carpet Painted Sheetrock ACT -TYPE I 9'-0" 129 NOT USED 105 Imb ImT OUTSIDE SALES ENGINEERING / SALES NSULATION Roppe 4" Roppe 411 Roppe 4" Carpet Carpet Carpet Painted Sheetrock Painted Sheetrock Painted Sheetrock ACT -TYPE 1 ACT -TYPE 1 ACT -TYPE I 91-0" 9'-011 9'-ml' 130 131 132 OPEN OFFICE FILE ROOM DOOR SHOP MANAGER Roppe 411 Roppe 4" Roppe 4" Carpet VCT Carpet Painted ACT -TYPE 1 ACT -TYPE 1 ACT -TYPE 1 S1.011 9'-011 gl-011 108 INSTALLED SALES Roppe 4' Carpet Painted Sheetrock ACT -TYPE 1 g'-m° 133 REBAR MANAGER Roppe 4" Carpet i�r�f��e ACT -TYPE 1 9'-01, SEE NOTE 3 1m9 HALL Roppe 4" VCT Painted Sheetrock ACT -TYPE 1 9'-m" 134 OFFICE MANAGER Roppe 41, Carpet ac ill ACT -TYPE 1 9'-m" SEE NOTE 3 IIm III HALL DELIVERY Roppe 411 Roppe VCT VCT Painted Sheetrock Painted Sheetrock ACT -TYPE 1 ACT -TYPE 1 9'-mil g_0" 135 136 LOCATION MANAGER HALL Roppe 4° Roppe 4" Carpet VCT r�it.;Sc �c ACT -TYPE 1 ACT -TYPE 1 g' m" 9 m SEE NOTE 3 112 131 HALL Roppe 4" VCT Palmed ACT -TYPE 1 113 114 5 RECEIVING CPS. MANAGER MEN Roppe 4" Roppe 4" CT 4 VCT VCT CT Painted Sheetrock Painted Sheetrock CT -Wet Wall/Pntd Shtr ACT -TYPE 1 ACT -TYPE 1 ACT -TYPE 2 " gl_011 9'-m" eamc i3 on inter oast 130 139 14m H.R. MANAGER COPY ROOM CLOSET Roppe 41' Roppe 4 Roppe 4° Carpet vCT Carpet ac e �c ACT -TYPE 1 ACT -TYPE 1 ACT -TYPE 1 9'-m" g_Oil rove a wall oc 1ng For HD Shelving HDShelvn oc ng or 16 WOMEN CT -Wet Wall/Pntd 51 ACT -TYPE 2 91 m eraM a on er ose R9 VIE 3 141 CREDIT MANAGER Roppe 4" Carpet n e ACT -TYPE 1 IIT MEN AilCT Ro a 4" SEALED GONG. FRP ACT -TYPE 2 9'-m" SEE NOTE 3 142 OUTSIDE SALES Roppe 41, Carpet HBO ACT -TYPE 1 13, -m IIS WOMEN Roppe 4" SEALED GONG. FRP ACT -TYPE 2 91-m1' SEE NOTE 3 43 COORDINATORS Roppe 4" Carpet ACT -TYPE 1 g' m" 19 CLOSET Ro a 4" op VCT FRP ACT -TYPE 1 91_011 rove a wa oc ng or HD Si 144 COORDINATORS Roppe 4" Carpet ACT -TYPE 1 101-011 120 BREAK Roppe 411 VCT Painted Sheetrock ACT -TYPE 1 101-011 SEE NOTE 3 145 NOT USED 121 122 DISPLAY Roppe 411 VCT Painted Sheetrock ACT -TYPE 1 lint-m11 200 WAREHOUSE EXPOSED 123 201 MANUFACTURING Painted Sheetrock EXPOSED 124 216 REBAR OFFICE Roppe 4" SEALED CONC. Painted Sheetrock ACT -TYPE 2 g._011 21-1 TOILET Roppe 4" SEALED GONG FRP ACT -TYPE 2 g'-m" FINISH SCHEDULE NOTES: I. STEEL TROWELLED 3000 PSI CONCRETE. 2. SEE SPECIFICATIONS FOR CEILING TILE PROPERTIES ACT TYPE 1 - U.S. GYPSUM -OMNI 345 ACT TYPE 2 - U.S. GYPSUM -TWILL 49053G 3. ACOUSTIC BATTS IN ALL INTERIOR PARTITIONS (EXCEPT WHERE INSULATION BATTS EXIST) w w z z w 0 to lIw �} d- �00 Of O0 Uz�Qt� ,Q V X Z LLI 0 L w Lu uj z LL —.utf°_O0 Qw� N w�to Q CQtD wt cos Q /W� V 0 J O O IL IL J Q IL H U— w z Q fl� LLT W LL w 0 Iu Q H � L DRAWN S. B, CHECKED S. 5, DATE 9-15-04 JOB NO. 200405 SHEET A-2 OF 12 REVISIONS BY 7 7A i SEE DETAIL 5/A-8 O O 1_01l 50 O ® ® Gm'_mll 22 — 5 mI_mII — — 5m'-m" — 19 3 2 — — 0 7 8 5' T -I _ 13' _4" I I a 2 .3 131 m POOR P_ 11 = o UAI 0 I m 11 Q t CsE RAL IG r— D� "' _ 33 — r SEE DE AIL III"R 14 -m' CP O — 7A - 121 OFFI E- 13 10 — — — — 115 — 11kl N — — — — 6,_ r ®® 61 II = I 5'-0 I II - c 9 O 9 (d9 Q N 0 � s 1m1.71 L S i II " INSTALLED 10 AI_/ 4 r% SALE II 5' 101 O 0 5" 0121" NEER " NCs/ZE_ p pl I 1A1_�II YY II 1ml_51 tll JJ 31_ II /_ V _!_II V 61_311 YJ J 3 _ J " cc )GIRD 14, 1 4ATI 2" L GII V 1 Q J _� -_ 511 1 1 2 I_TII 5" 1 1 111_pll J I N PY 9I [ II 511 _ I lml_21 L S 1tl J Oil N O � — y I II _'l 11 I Q D - n O I IP_41I 3�_AII I_ml J 4 A O 1I_411 ! 50'_01I O 3'.4" Im'-011 O 31_AII 4 - 1m�_811 V B O O 1I_AII 8�_GII 3�_AII / Y V -allJ T T - - - O pi_QII 3�_411 CI_All V V .! 4 50'-01I - - IOI� ENTRANCE 191_All pI_411 31 41I GI_pII yI_ II GI_pII PI_AII J Y .1 J V V J V V J T S 50'-0I 81_m11 C 2m1'-411 - - - 10'-811 3'-4" m'—m" 3'-4" Im'—mII IV V D2 m - 01, p - - 91_AII I_mI 1I_JII 1'_41I ILL J Y CID 1 811 8 0 Z all— ICE CEILING P 1/41' = 11-011 w z z Iu Ol 'd' �in0 in00 �LVLo° Q- Ozz aI wad m�Q � X zWQ�IaL LLIz LL1Va� 1— Qfaoo �aw_� � � N a N `n to a 0 O J 0 ®" IL. L� r r ^ a IL_ IL Iu Z a Q!f w lu � w M D IL Cal DRAWN S. B, CHECKED S. B. DATE 9-15-04 JOB NO, 200405 SHEET A-2A OF 12 A g C D E F I LINE OF METAL BUILDING HOLLOW METAL HANDRAIL I WALL MOUNT 1 AND GUARDRAIL PICKETS- 4 A7 GUTTER AND MAX. SPACING BUILDING SIGN METAL BUILDING EXTERNALLY ILLUMINATED DOWNSPOUT 12 WALL PANEL GUTTER AND DOWNSPOUT 1/2 - - I I I I CANTILEVERRU J 16'-0'I CANTILEVER CANOPY CANOPY STUCC F.F.E. +01-On ABRASIVE NOSING a� -- --------- W/ ANCHOR _ J C C C C LL �' _ a0It F.F.E. +0'-0° _ _ _ = - -� —I I —III —I I —III—I I I— — a N ALUM. STOREFRONT DOWNSPOUT SCUPPER ND _ _ IlliII�ITi1�IIliiILIi,III IIiIl I IiiiIIIIIII,I,IIIII,IIII� II,IIII,II 11—_ a -0 SMOOTHFACE CMU A_3 FRONT ELEVATION11SCALE: #3 REBAR I# — x EA. NOSIN =—III = W —III—III—I I N #3 REBAR 2 —III—III— —III— na. Df F STRUCTURAL 12" O.C. E, " SLOPE SLAB �=III—III= A I- _i 6 TREADS @ 11" 5'-611 F0RR6IppppG N I 3 1 I I A7 SECTION TNRU STAIRS F METAL BUILDING A_3 SCALE: /2"=1'-0" CANTILEVER 12 WALL PANEL CANOPY 1/2 GUTTER AND DOWNSPOUT 777-7-77777 MAINFRAME CANTILEVER CANTILEVERED CANOPY RAFTER CANOPY MAINFRAME STEEL SHOP/0 ER E D 0 R 42" HIGH GUARDRAIL BOTH SIDES OF DOCK DOCK RETAINING COLUMN CANTILEVERED WALL CANOPY BEYOND RiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI 2 REAR ELEVATION A-3 SCALE: 1 2 3 4 5 6 7 8 I 12' CANOPY I I I I I I II 4' CANOPY METAL ROOF PANEL i A5 A6 121-0�' 1 1 A6 A5 4X12 SCUPPER ET kL BUILDING COLOR BAND CMU OPENING 3ul TER AND AL AN L 0 N PO T TY .)) COLOR BAND - E.I.F.S ON SMOOTHFACE CMU Q m SCUPPER AND SPLITFACE CMU — — DOWNSPOUT SPLITFACE CMU I ALUM. STOREFRONT CONCRETE STEM WALL SMOOTHFACE CMU DOCK LEVELERS 3 LEFT SIDE ELEVATION OVERHEAD DOCK DOOR A _ 3 OVERHEAD DOCK DOOR — 8 7 6 5 4 3 2 1 I I I I I I I I I I I I I I I I I GUTTER AND 2 I I DOWNSPOUT (7YP,) A( A5 METAL ROOF PANEL a 12' CANOPY 1 12 -o A5 COLOR BAND CMU 012 SCUPPER 771' 7771 OPENING MTL UIDIG E.I.F. WALL P N L _ OR BAND ONLSMOOTHFACE CMU 0 SCUPPER AND DOWNSPOUT ci C ci C J ci C ® ci C SPLITFACE CMU SMOOTHFACE CMU CANOPY ISMOOTHFACE CMU ALUM, STOREFRONT 4 RIGHT SIDE ELEVATION ` A-3 W W Z Z W OtO� moo ]Gt�)LLo0 O�z< Q is zLuQI-IL W W W�mZ LL1UQ� � Qf (L 0 cf co _J Q lu in C14 W � O Q OD HJ U � 0 Ix IL IL N F- J � Q � IL IL > W Z (� Q � W U CK lu 0- 1--1 IL DRAWN CHECKED S, B. DATE 6-24-04 JOB NO. 200405 SHEET A-3 OF 12 U � I I DOOR SCHEDULE DOOR " tYPE MAt'L LEAS LEAF IWIDTH HEIGHT THICK MAT.T'HORATING 100 A ALUM. 2 3'-O" l'-m" I-3/4" ALUM 101 A ALUM. 2 3'-0" l'-0" I-3/4" ALUM 102 103 E WD 1 3'-0" l'-O" 1-3/4" NOT USED 104 105 106 E E F WD WDl'-O" WD I 3'-0" 3'-0" l'-0" l'-0" 1-3/4" 1-3/4" 1-3/4" IOl E WD I 3'-O" 108 E WD 3'-01, l'-0" 1-3/4" 09 B ALUM. I 3'-0" l'-O" 1-3/4" ALUM 1 111 F Wp/GLASS 0" 112 D HM/GLASS I 3'-0" 1'-0" 1-3/4" ALUM 113 14 E E WD WD-0" 3'-0" l'-0" 1-3/4" 1-3/4" 115 E WD 3'-0" l -O" -3/4" MBL 116 E WD I 3'-0" l'-0" I-3/4" MBL Ill C H.M. I 3'_0" 1'-0" I-3/4" ALUM 118 C H.M. 31_0" l'-0" 1-3/4" ALUM 19 120 E F WD WD/GLASS 1 3'-0" 3'-0" l'-0" l'-0" 121 D HM/GLASS 1 3'-0" l'-0" 1-3/4" ALUM 122 D HM/GLASS 2 3'-0" l'-O" 1-3/4" ALUM 126 F WD/GLASS 2 3'-0" l'-0" 1-3/4" 12-1 E WD 3'-0" l'-0" 1-3/4" 128 NOT USED 130 D HM/GLASS 1 3'-0" l'-0" 1-3/4" ALUM 131 E WD 3'-01, l'-0" 1-3/4" 132 WD 1 3'-0" l'-O" 1-3/4" 133 134 135 E E E WD WD WD 1 1 3'-0" 31_0" 3'-0" 1'-0" l'-0" l'-0" 1-3/4" 1-3/4" 1-3/4" 138 E WD I 1 3'-0" l'-0" I-3/4° 139 F WD/GLASS 1 3'-0" _1 O" 1-3/4" 140 141 E E WD WD I 1 3'-0" 3'-O" l'-0" l'-0" 1-3/4" 142 E WD I 3'-O" 1'-0" 1-3/4" 143 E WD 1 3'-01, l'-O" 1-3/4" 144 E WD 1 3'-O" 1'-0" 1-3/4" 201 C N.M. 1 3'-0" 1'-O" 1-3/4" ALUM 202 H STEEL 22'-0" 203 G STEEL 10'-0" 10'-0" 204 G STEEL 10'-0" 10'-0" 205 G STEEL 10'-0" 10'-0" 206 20l G G STEEL STEEL 10'-0" 10'-0" 10'-0" 10'-0" 206 G STEEL 10'-0" 10'-0" 20S G STEEL 10'-0" 10'-0" 210 G STEEL 10'-0" 10'-0" 211 G STEEL 10'-0" 10'-0" 212 G STEEL 10'-0" 10'-0" 213 C H.M. I 3'-0" 1'-O" 1-3/4" ALUM 214 H STEEL 22'-0" 16'-0" 215 G H.M. 1 3'-0" l'-0" 1-3/4" ALUM 216 G H.M. I 3'-01, 217 G H.M. I 3'-0" l'-O" I-3/4" 216 G H.M. 1 3'-0" l'-0" 3/4" ALUM 219 C H.M. I 3'-01, l'-0" 1-3/4" ALUM NOTE: SEE SPECIFICATIONS FOR HARDWARE SET COMPONENTS ALUM - ALUMINUM H.M. - HOLLOW METAL HMJ GLASS - HOLLOW METAL W/ GLASS VIEW PANEL WD - Wool) S.C. SOLID CORE WD/GLASS - WOOD W/ GLASS VIEW PANEL STL - STEEL UJINDOUJ TYPES 10'-81, 1 1 P,_I-1„ 0 I O NOTES' AO OB 1 ALL WINDOW ASSEMBLIES SHALL MEET A MINIMUM DESIGN PRESSURE OF DP=35 2, PROVIDE 1/2' OSB SHEATHING, CUT TO SIZE, MARKED,AND STORED ON SITE FOR EACH WINDOW OR STOREFRONT OPENING 3 STOREFRONT FINISH TO BE ANODIZED BLACK, w LOSER HA�TARE JAMB HEAD t'HOLD SET *2 SET "2 SET 01 J2 H2 T3 SET *9 SET *1 SET *1 J2 J2 J2 H2 H2 H2 T3 T3 T3 SET *l J2 H2 T3 BET *1 J2 H2 T3 SET *2 SET *1 J2 H2 SET 010 J2 H2 TI SET *1 SET *1 J2 J2 H2 H2 SET *4 J2 H2 T2 J2 H2 T2 SET *4 J2 H2 TI SET *8 J2 H2 TI SET *1 SET *4 J2 J2 H2 H2 SET % J2 H2 TI SET "6 J2 142 TI SET *3 J2 H2 T3 SET *1 J2 H2 T3 SET *6 J2 H2 TI SET *1 J2 H2 SET *1 J2 H2 SET r J2 H2 SET *9 SET *9 J2 J2 H2 H2 T3 T3 SET *-I J2 H2 T3 SET *4 J2 H2 SET *1 J2 J2 H2 H2 T3 SET "l J2 H2 T3 SET *1 J2 H2 T3 SET r J2 H2 T3 SET 012 J3 H3 TI SET 01 SET *1 SET *1 SET *1 SET *1 SET *1 SET "1 SET *1 SET "1 SET "1 SET "0 SET *12 J3 H3 TI SET *1 SET #12 J3 H3 TI SET *9 J2 42 0 SET *8 J2 H2 SET 412 J3 H3 TI SET *12 J3 1 H3 TI co CC co CID 21 6'-a" 0 0 r, DOOR TYPES PAIR - 3'-0' X 7'-0' ALUM, STOREFRONT ENTRY INSULATED, TEMPERED. O 10'-0' X 10'-0' HIGH LIFT DOOR - STANDARD PANEL, NON -MOTORIZED DOOR J, M55 ROVIr-E DOUBLE M AL STUDS AT JAM -TYPICAL PROVIDE 3 RAME —_ ANCHORS PER MB NOT SED JI DOOR HEADS (2) LAYERS OF 1/2" GYPSUM BOARD SIDE OF 3 5/ T1. STUDS AT �u 0 6„ 0 L1, L_ O O O O 3'-0' X 7'-0' 3'-0' X 7'-0' X 1-3/4' 3'-0' X 7'-0' X 1-3/4' 3'-0' X 7'-0' X 1-3/4' ALUM, STOREFRONT ENTRY HOLLOW METAL FLUSH HOLLOW METAL SOLID CORE FLUSH PANEL INSULATE➢, TEMPERED, FLUSH PANEL W/ 6' X 36' GLASS VIEW PANEL 0 ti 3" SOUND ATTENUATION BLANKETS - TYP. SEE FIN. SCHED. I 6 5/8" HOLLOW METAL DRYWALL FRAME U D H1 PROVIDE DOUBLI METAL STUDS AT JAMBS -TYPICAL PROVIDE 3 FRAME ANCHORS PER JAMB J2 H2 O 16'-0' X 22'-0' COIL -UP DOOR- STANDARD PANEL. MOTORIZED MASONRY ANCHOR 3 PER JAMB SEALANT - EA. SIDE 2" x 5 3/4" HOLLOW METAL JAMB FRAME J3 5/8" GYPSUM BOARD EA. SIDE OF 3 5/S" MTL. STUDS AT 16" O.C. 3/8" TYP. 2" x 5 5/8" HOLLOW METAL DRYWALL FRAME O v O r LL LL DOOR THRESHOLDS ALUM. THRESHOLD SLOPE VCT CONC. SLAB H3 (D 3'-0' X 7'-0' X 1-3/4' SOLID CORE FLUSH PANEL W/ 6' X 36' GLASS VIEW PANEL 8" CMU W/ R/F AT 16" O.G. LINTEL. SEE STRUGT.NOTES 4" x 5 3/4" HOLLOW METAL HEAD FRAME MARBLE THRESHOLD VINYL TRANSITION STRIP VCT HARD TILE VCT CARPET "a CONC. SLAB T2 CONC. SLAB I� t , - flip N� REVISIONS BY O to si �000 0')00 >L V LE n UZ(DQ� C) Z < � W CQ�f1% an a -- ¢Lu01.-11L LL, ~mZ 2 0L_ LL1UQ� �Qf(L00 cs� Q -a) Go QW� �0cV lu Q CD m OD � N � ILI Q U� H 0 O J O O 'L IL J r. Q II_. M 3 uj Z VJ Q � _ W Lu Q W d IL DIL DRAWN S. 5. CHECKED S. B, DATE 9-15-04 JOB NO. 200405 SHEET A-4 OF 12 REVISIONS BY 70'-0" 15'-011 METAL BUILDING WALL PANEL 12 1/ r— ROM g"q 3° VINYL BACK INSULATION 6" CONTINUOUS GUTTER A D `cI DOWNSPOUT SUSPENDED GRID AND HALL CEILING TILE TYPICAL EXTERIOR WALL 109 DISPLAY OFFICE- 130 MANAGERION CONSTRUCTION 4" CONC SLAB TYP. 4" SLAB -ON -GRADE 122 1 FM BUILDING SECTION - OFFICE A5 SCALE: 1/5" I'-m" A g C D E F 70'-0" 15'-0" METAL BUILDING WALL PANEL 12 1/2� 6" CONTINUOUS GUTTER AlD DOWNSPOUT Li CANTI EVER 3" VINYL BACKED 3" VINYL BACKED CANOPY INSULATION INSULATION CANTILEVER CANOPY o o INTERIOR COLUMN cc AND TOOTING ROLL UP �i MANUFACTURE DOOR 201CD 0 _'_—T 1 TYPICAL EXTERIOR WALL 6' CUNC SLAB CONSTRUCTION 4DOCK L____J L----JFOU2 BUILDING SECTION - MANUFACtURE A5 SCALE: 1/8" = 1'-0"0 I of w w z U' z w O to d- } cn ap noo i ,LUILOO �..izNQO O *--I z Q JQ!!f w `- tp �O X ZWQIL w LLI �_mz QL_ < �al!fo..0o cs)QwN't QJ lu T m N W Q 03 m ap LU U� 0 0 J O O IL N f" J N Q LL IL w z (n Q � _ W W� Q w J rr °- a � � w DRAWN S, B, CHECKED S. B. DATE 9-15-04 JOB NO. 200405 SHEET A-5 OF 12 REVISIONS BY METAL BUILDING STANDING SEAM ROOF PANEL EAVE STRUT CONTINUOUS GUTTER Al' DOWNSPOUT (BY METAI BUILDING MFR) 3" VINYL BACKED — INSULATION METAL BUILDING WALL PANEL WALL GIRT CANTILEVER CANOPY THRU-WALL FLASHING o. •�.ra•• V',,.,IV. I MI1V I BUILDING FRAME SECTIONAL OVERHEAD DOOR TRACK CHANNEL GIRT 8" CMU REINFORCED - SEE STUCTURAL FOR REINFORCING - SEE ELEVATIONS FOR SMOOTHFACE AND 5PLITFACE LOCATIONS LINE OF BUILDING FRAME TURN DOWN FOOTING POROUS FILL FOI eM MGT AI CIIII 1'Y IA I/_ CT AAIn IAI/_ METAL BUILDING STANDING SEAM ROOF PANEL 3" VINYL BACKED INSULATION TOP METAL TRACK EAVE GIRT CONTINUOUS GUTTER AND DOWNSPOUT (BY METAL BUILDING MPR) SMOOTHFACE SEALANT WINDOW SILL FLASHING SMOOTHFACE I FFE. 0'-0" 4" SPLITFACE CMU— THRU-WALL FLASHING SEE STRUCTURAL FOR FOUNDATION DETAILS BUILDING FRAME BUILDING GIRT BY MET. BUILDING MFR. 6" R-19 FIBERGLASS INSULATION SUSPENDED CEILING GRID AND TILE 5/8" GYP. BD. 1-5/8 MET STUD FURRING 9 16" 0L I" RIGID INSULATION 8" CMU REINFORCED - SEE STUCTURAL FOR REINFORCING - SEE ELEVATIONS FOR SMOOTHFACE AND SPLITFACE LOCATIONS P.T. FURRING STRIPS 8" CMU BOND BEAM SEALANT ALUM. STOREFRONT WINDOW 0 m TYPICAL OFFICE EXTERIOR WALL LINE OF BUILDING FRAME TURN DOWN FOOTING BUILDING FRAME FOOTING BEYOND I� II I." °° III III III III IIIIIIIIIIIIIIIIIIIIII SCALE: � 0 UD* �0)co 000 O ]L U LL 0 UzNQ� O wQ P� Q!f N Q W01.IL Q W W �1 z Q_ Lu J ~Qf0-Naoo C.liQujJd.. J Q IL I �maN W ko Q Co— co oo � d Los uj U® 0 O Z O J LL O L �L r M J ,^ Q IL IL 7 W Z N Q � _ W ll1ac ® Lu W ._J °- IL DRAWN S. B. CHECKED S. B. DATE 9-15-04 JOB NO. 200405 SHEET ,'14I A-6 OF 12 U STANDING SEAM METAL BUILDING ROOFING LONGSPAN TRUSSES FULL LOAD ENDWALL FRAME STANDING SEAM METAL BUILDING ROOFING LCNGSPAN TRUSSES FRF-VISIONS7BY RAKE TRIM METAL BUILDING FRAME ROOF PURL IN \ CANTILEVER BEAM 3" VINYL BACKED INSULATION FULL LOAD ENDWALL FRAME 3" VINYL BACKED INSULATION 1-5/8" MET. STUDS METAL BUILDING FRAME HIGH BEAM 2X8 P.T. PLATE RAKE TRIM METAL BUILDING FRAME HIGH BEAM END WALL POST 3" VINYL BACKED INSULATION METAL BUILDING PANEL METAL BUILDING WALL GIRT (INSET) WALL/ROOF FLASHING AND COUNTER -LASHING STANDING SEAM METAL BUILDING ROOFING METAL BUILDING ROOF PURLIN 3" VINYL BACKED INSULATION METAL BUILDING FRAME END WALL POST V w l �cnc 0O< O ULL0'( Z�Qc ~LLZ< LL J W CIDz UQ� iz N< QHjJ, >J, Q W Wm� Q 00 Q DRAWN S. B. CHECKED S. B. DATE 9-15-04 JOB NO. 200405 SHEET A-7 OF 12 DRINKING FOUNTAIN GEMAGHINE---, FRF—VISIONS71BY FRP — PANELS MICA r URINAL LAM 24 X 36 / SCREENS TOILE MIRROR r/ PART HG UR LAv UR ROPPE ROPPE BASE BASE ELEVATION "A" GYP. BOARD GYP. BOARD P-LAM TOf 24 X 36 24 X 36 AND SKIRT MIRROR MIRROR 2 A8 ROPPE BASE ELEVATION "C" ELEVATION "E" RUBBER BASE 2 TYR RESTROOM COUNTER AS SCALE: ELEVATION "B" 3 -0'1 CERAMIC TILE WET WALL P-LAM TOP AND SKIRT GRABBAR5 WC ELEVATION "D" CERAMIC TILE 24X36 24X36 MIRROR MIRROR GYP. BOARD ROPPE BASE P-LAM - SEE PROJECT MANUAL FOR COLOR AND MFR. roRr BAsIN 'I TOP 8 .SPLASI-4 1011 CONTINUOUS FIBER OPTIC ACE PLATE OVER ROPE LIGHT al�E g _6 2X4 WOOD STUDS e 16" O.C. 5/8 GYP. BD. EACH SIDE 2X4 P.T. PLATE Ilmll 3 \ RECEPTION COUNTER ,CAS % SCALE: ELEVATION "IF" 3/41' PLYWOOD 2'-4" IX2 — 3/4" PLYWOOD IX4 CLEAT ROPPE BASE P-LAM - SEE PROJECT MANUAL FOR COLOR AND MFR. O RECEIVING T O I m N Q OPQi. MGR MEN 0 115 I !G D> I N d N � N HC MIRROR GRAB BAR TOILET PAPER MIRROR DISPENSER TOILET ACOUST. TILE COMPRESSABLE 6" R 19 FIBERGLASS INSULATION METAL2SjfUTA- RUNNER TOP < 3 TTOM HANGER WIRE EXPOSED SPLINE SHEET METAL SCREW 3 1/2" SOUND ATTENUATION BLANKETS SEE ROOM FIN. SGHED. 3 5/8" - 25 GA. MTL. STUDS AT 16" O.G. C j 7 5/8" GYPSUM BOARD / 1 CONT. 25 GA. ( j METAL STUD RUNNER , TOP 8 BOTTOM VINYL BASE VINYL c 1 a a � e ^ e a TYP. INTERIOR PARTITION AS I SCALE: II7 ��8 191-111 61-611 5 31-011 MEN WOMEN 111 118 F�F� o F. (8 F> 77 WOMEN 116 FR PRINKING FOUNTAIN 16 O Z(d 1 ENLAR3EO RESTROOM PLAN Q,S SCALE: 1/4"= -011 NOTES: I. PROVIDE SOUND GATT INSULATION IN ALL RESTROOM WALLS. (EXCEPTION: INSULATED WALLS)) 2. INSTALL BATHROOM ACCESSORIES AS SPECIFIED IN P OJECT MANUAL. up N 1 O N PAPER TOWEL PAPER TOWEL SOAP WATER COOLER DISPENSER DISPENSER DISPENSER CCESSORIES MOUNTI co t` o a O_ z = N N r URINAL LAVATORY HEIGHTS 1/411 = 11-011 1/4" TEMPERED SLIDING GLASS DOORS r, OF WALL KNAPE d VOGT GYPSUM BOARD RETURN NO. PI902 ANOD_ TRACK ASSEMBLY PLASTIC LAMINATE ON FULLY RECESSED 5/8" PARTICLE BOARD OVER 1/211 PLYWOOD SEE PROJECT MANUAL FOR COLOR 2" NOMINAL 00 WOOD BLOCKING r LL � � v O 5/8" GYP. BOARD ; ; m EA. SIDE 3 5/81' MTL. STUDS AT III O.0 5 SECTION THRU PASS TNRU UJINOOW AS SCALE: 11/2"=1'-0" ool W w z f� 0 z w o c� d- e) in00 0 ' ULEv0) ZNQ� W tp Q N X Lu 1- I- Qw ~mz UQZ) Qf�dN0 J J Go awl � to N w Q co (3) Lu Qo U� 0 O � O J w o J 'tenn V/ a � u_ F--� 1L w z N Q W� 0 IL! °- _J IL DRAWN S. 5. CHECKED DATE 9-15-04 JOB NO. 200405 SHEET A-8 OF 12 a Y a 15'-0" 210'-0" 15'-011 I I I I I I I E B ------------ --------------- t --------------- t --------------- t --------------- t -------------- I 12 I f I N I I I I I I I - �a I I Tn It t a I I I I I L___________ _-_--______________________ -__ ____-__________-_---_---------- - - - - - - - - - - - - - - ---____-------4---__-__J 1 STORAGE SHED I ,49 / SCALE: y 2 3 y 5 6 y 8 M=TAI RIIII nIAIFi M/, AAICI 1"1=1HL DUILV11N6 WHLL rAlNrL 2 \ TYP. SIDE ELEVATION SCALE: 1/16"=1'-0" F METAL DulLpIINU WMLL r"HIV=L 5 \ REAR ELEVATION 0 A9 SCALE: J A C D F I� z METAL 5UILE)lNu WALL rAAiN=L 6 \ FRONT ELEVATION 1/16"= I'-0" SCALE: 1/16"=1'-m" OQy L to It 0 OCc) %000 00 1 L,Z CW o UZui�� O—W IM Cl� X av= U- zWQ ==m �ULU � c~nQW°co w Q M C4 8 N W m � LID � � d' W U IL p(150 oc F— U U- U LL Q cy W W J � m DRAWN S. B. CHECKED S. B. DATE 9-15-04 JOB NO. 200405 SHEET A-9 OF 12 5 FREVISIONST-5Y 1 12-20-04 — — — — — — — — — — — — L `— SEE SHEET A-11 FOR CNLARGED FLOOR PLANS 12 1/41— OPEN _ 25-0" _ ._ -O' 25'-0° 25' 0° 25'-8 25'-A" 25'-0" .__ 25' 0° 25'-011 25'-0° 25'-0° 25'-011 0" t 7 1 — — — — — — — — — — — — — — — — — — — — — — — T - - - -� - - - -} - - ----- ------I--- �- 1 1 I LINE OF CANOPY ABOVE PORTAL PORTAL FRAME FRAME _ I I L❑❑R TRUSS B4NK ��I1II ff — rrIIlI rrI11I jjI11I I BLOCKS rI_f._ r Prla e Racks ❑ ��LJ����������� �LJ�LJ�LJ�����LJ LJ LJ �IJ LJ��������������������0������� � rrIii �j� ¶Ij¶ I EB SAW .. LL❑❑R TRUSS BUNK NX MHER ELM Ell LD L I ------ - 0❑ LBLOCKS Flccr Truss Splicing u, Im Q I r o_ I L 0 Lu _J I OPEN EAST-ELtfVATlQN 1/161, = 1'-0" 1 2 1 3 4 5 6 EE PORTAL T'M60N E OPEN PORTAL FRAME SOU ION 1/16" = 1'-O" CYBER SAW 0 DU STER }T I ❑F TR ',S T BL VIRTEK i -i I REEF --RUSS BUNK RODF TRUSS B "? III I—" I' Il lie a-1 , l niljin nl� IYi III I���II II III II II �II I�U li 11 �� i� ��� �� iiil 11 ul� R❑ T U A E R❑❑F TRUSS BUNK P.R _ Du PST. R OU ST I VIRTEK I I LATES PLATES PLATESI P ATES PLATES PLATES PLA ES PLATES PLATES PLAT S PLATES PLATES > I PORTAL PORTAL FRAME FRAME LINE OF CANO Y ABOVE — — — — — -------------------- 1/161, - 1'-0" TABLE 500 SCHEDULE TYPE OF # OF STORIES # OF STORIES MAXIMUM HT. MAXIMUM HT, ALLOWED ALLOWED AREA ACTUAL CONSTRUCTION OCCUPANCY UNS SPR ALLOWED ACTUAL ALLOWED ACTUAL AREA INCREASE AREA TYPE V FACTORY YES NO 2 1 65'-0" 23'-4" 22,500 221500 401000 �� 7 8 9 10 11 8u — ---- MAINFRAME 15 -0 COLUMNS 11 OPEN FRAMED 19 TIO OPEN ATION 1/161, = 1'-01, w W ILI Z z w lei ap \' / O O 01 ]LUIILLO' UzNQ� C) z Q � QU= Q Z LU Q IL to W LL1ujz Q. Lu �% Q �0�fQOp CnQwJ� QJ uJ I mtoNC _� Q 00 L • 0 0 0 0 IL IL i— � _j '^ i Q 0! IL " IL W Z (� Lu W J 0- u- 1 z +. U O • Q 0] N ti a a� 0 a� 3 I O. 3 a • Q H Z W U 0 Z 0 U v: Z 0 i w U Q w z � 3 c • iti u^ z 1/411 = "-On DOOR SCHEDULE DOOR " TYPE MAT'L LEAF LEAF T'HOLD MAT. FIRE RATING CLOSER HARDWARE SET JAMB HEAD T'HOLD WIDTH HEIGHT THICK I G HM 1 V-0" 1,-0ll 1-3/4" SET 010 J3 H3 2 G HMI 1 3'-0" 1'-0" 1-3/4" - • SET % J3 H3 3 G -" 1 3'-0" 1'-0" 1-3/4" SET "8 J3 H3 4 C F+T^ 1 3'-0" 1'-0" 1-3/4" SET 08 J3 H3 5 D HM/CsLA55 I 3'-0" 1'-011 1-3/4" 0 SET 010 J3 H3 6 G LM I 3'-0" 1'-0" 1-3/4" ALUM 0 SET 010 J3 H3 TI 1 D WIGLA65 1 3'-0" 1'-0" 1-3/4" ALUM 0 SET 010 J2 H2 TI 8 D HM/GLASS 1 3'-0" 1'-0" 1-3/4" ALUM SET *3 J2 H2 TI 9 D HM/GLASS 1 3'-0" 1'-0" I-3/4" ALUM SET "9 J2 H2 TI 10 C HM I 1 3'-0" 1'-0" 1-3/4" SET 09 J2 H2 II G HIM 3'-0" 1'-0" I-3/4" SET "9 J2 H2 NOTE: SEE SPECIFICAIONS FOR HARDWARE SET COMPONENTS WE) - WOOD H.M./ GLASS - HOLLOW METAL W/ GLASS VIEW PANEL ALUM - ALUMINUM WD/GLASS - WOOD W/ GLASS VIEW PANEL S.C. - SOLID CORE W.M. HOLLOW METAL STL STEEL CMU TOILET PARTITIONS /PAINTED CONCRETE / MASONRY GRAB BARS 3 O ap PH gm) H�PH V WC 2 MEN 41^4 A-11 1/4" = 1'-0" PAINTI;P CONCRETE MASONRY REF. DRAWERSa SINK FIXED — 4" KICK PANELS 4 Z -AI 1 4 A-11 1/4" = 1'-0" 4" SPLASH MICA LAM COUNTER TOP MICA LAM BASE CABS ROOM FINISH SCHEDULE —CMU URINAL SCREENS —MIRROR LAN 1/4" - p-On PAINTED CONCRETE MASONRY BARS 1 MEN #101 A-11 1/4" = 1'-0" PAINTED CONCRETE MASONRY 3 WO#102 A-11 1/4" = 1'-0" MIRROR RM ROOM NAME BASE FLOOR WALLS CEILINCx CE10W_*3 HT. NOTES 101 MEN SEALED CONC. PAINTED CMU EXPOSED_STRUCTURE 102 WOMEN _ SEALED CONC. PAINTED CMU EXPOSE) STRUCTURE - -- 103 ELECTRICAL SEALED GONG. PAINTED CMU EXPOSED STRUCTURE 104 LUNCH ROOM SEALED CONC. PAINTED CMU EXPOSED STRUCTURE 105 OFFICE SEALED GONG. PAINTED CMU EXPOSED STRUCTURE 106 OFFICE SEALED CONC. PAINTED CMU EXPOSED STRUCTURE 201 GENERAL OFFICE ROIPPE 4" ROFPE 4" RoPPE 4" CARPET PAINTED SHEETROCK ACT -TYPE 1 202 OFFICE CARPET PAINTED SHEETROCK ACT -TYPE 1 203 OFFICE CARPET PAINTED 5HEETROCK ACT -TYPE 1 REVISIONS BY 10-19-04 ® 12-20-04 W W z M W� oo* .Q- cn ap fi00 1 NZ a- 0 UzNQc4 co X z Lu U- LL1�u1 mz LL-1 �Q!:�0-00 ct�QujN� J Q UJI �0 0C4 W � Q _ ap Q tf•7 LU U !� 0 0 w J IL 00 iL Pve' 7 _J a ry 4 1�/1 j H I' 3 w z �N Q ,' e .a . W ® lU 0- H DRAWN k u>xS. CHECKE- S. 5 DAT 9-15-J4 JOF NO. 20)405 -grIEET A-11 1 1/2" PIPE GUARDRAIL 15 TREADS AT 11" = 131-9" d REVISIONS BY 0 m u� 3 W W m MC10X8.4 - STRINGER HOLD 1' 1/16 TYP. 1/8 11" TREAD TYP. 3/161' STL TREAD PLATE -,-- COLD BEND NOSINGS, MULTIGRIP OR FOURWAY PATTERN ON TREAD FACE 12 GAUGE (MIN.) STL TREAD PLATE CONT., MULTIGRIP OR FOURWAY PATTERN ON TOP FACE STL 3X1 1/2X1/4"XLLV ITYP. 10 PLCS) C7 N MC1OX8 N (N A TREAD/RISER DETAIL -121 SC.: 1 1/2" = 1'-0" [`TA KI n T Kl/ CCA AA 2 SECTION A-12 1/21'=1'-Ou n, C. SLAB MC10X8.4 (TYP. 2 PLCS.) 1/8° TYP. 118" 5TL. TUBE COL. TS3X3X.187'I MIN. (TYP. 2 PLCS) 4"X7"X1/2" MIN, STEEL BASE PLATE W/ 1-5/8"0 X 4" LG, GALV STEEL STU ANCHOR TO SLAB 1 1/2" PIPE HANDRAIL INSIDE GUARDRAIL STL. TUBE COL. TS3X3X187" MIN. )TYP. 2 PLCS) MC1OX8.4 STRINGER STEEL STAIR 4"X7"XI/2" MIN. STEEL BASE PLATE W/ 1-5/8110 TYP%3/16" X 4" LG. GALV STEEL STUD ANCHOR TO SLAB 6'-3" 13'-7 1/2" STAIR ELEVATION 1 1/2" = 1'-O" III 6" R-16 FIBERGLASS - INSULATION ACOUSTICAL TILE CEILING 6/8" DRYWALL ON 6" 18 GA. GALV, STEEL STUDS AT 16" O.C. 6" R-16 FIBERGLASS INSULATION 2" CONC. TOPPING -- ON 6" PRECAST SLAB 5" CONC. S STANDING SEAM STEEL ROOF SYSTEM STEEL PURLINS 5/8" STUCCO ON PAPERBACKED WIRE LATH ON 3/4" PLWD SHEATHING 1/4" ANCHORS 3" MIN. EMBED AT 16" O.C. EMBED TIE DOWN AT 18" O.C. 8" BOND BEAM W/ 1#5 CONT 5/8" STUCCO ON REINF. CMU WALL SECTION FDN SEE STRUCT. CHAIN LINK SAFETY BARRIER uJ ENGINEERING Z 23 TIIUR5TON DRIVE z PALM BEACH GARDENS, FL 334 18-7097 . OFC: (5G 1) G25-G455 u-! FAX: (5G 1) G25-4G83 EMAIL: telunn@gte.net O t0 d cr)00 01 ]LUL 00 Uz�Qto O zQ rt� w co �O X z W Q � IL LL1�mz _2F. L11(-3QZ) �/a.Op 0 CD C17QLu QW� W � N Q co < � N � U� rr 2f 0 O IL O i _J ' n Q NVJ IL H4 W Z (� Q � W W� Q W .J 0- do DRAWN CHECKED DATE 9-15-04 JOB NO. 200405 SHEET A-12 0F 12 REVISIONS BY ■ n F x x x x x x x x 5 fi 5 400 GAL. RECEIVER 1 2 4 TANK WITH 2-2110 3 TAKEOFFS AND O 7 G $ STOCK CUTOFF VALVES I I I I !I II 4 5 5 5 3 5 C CONCRETE PADOR Q 5 4 4 4 {I 241 DUST COLLECTDR :'1 I #25 #25 #26 ELECTRICAL SERVICE l E IIIIIIl OC 5IIIIII CPOaMpPs RESSOR 7 II'iIiIIA III I OILslim RC10 H 61-01, 18 IIII II ------- U 4as 010 Fill I I W DISPLAY ar, CE .2 fUU--—" -- C -NZ cj 24-10" ASST GREDI7O 0 will callTRUCK COURT 40"from Whae Slab BUILDING EQUIPMENT PLAN 1/161, = 1-O' ' 1. - _ I!!II - W W Z Z W01 J o rO`^� VJ � J N Q W� Z (n Q � _ W W� W_ I n DRAWN s, B. CHECKED S. B. DATE 9-15-04 JOB NO. 200405 SHEET EQ-1 OF 2 CRPVISIONS7 BY O 1 2 3 4 5 6 7 8 9 ------------ — — — — - ----- — — — — - ------------ ----- J O L� R❑ TA X E DU PST R Li DU PST VIRTEK PLATES PLATES PLATES PLATES PLATES PLATES PLA ES PLATES PLATES PLATES PLATES PLATES RVI T 1/16" = V-0" L❑❑R TRUSS BUNK FL❑❑R TRUSS BUNK ROOF TRUSS BUNK ROOF TRUSS BUNK ROOF TRUSS BUNK ROOF TRUSS BUNK A Of IL1 W z U' z 91 Ow* n00 O U�0' ZNQw, �--� z Q w I X LLl a LL w �®z =�h UQ� f(L0op QQw* �®04 W � � Q � Q U 0 O 0 J IL 0 L N J N Q LLL H IL w z Q W LLT U w 0_ H D � U- DRAWN S. B. CHECKED S, B. DATE 9-15-04 JOB NO. 200405 SHEET EQ-2 OF 2 U RECEIVED OCT 12 2004 (%) �z " MARK CONSTRUCTION CO. o O -- - z c / 5 m ST�IOCK 71IL OF P_ o P-10 P-1 w — P-11 i/2' 4" wcoi — LLJ P-, P-22 COMPRESSED AIR ti " P-J P-21 z LINES BY OTHERS TOOK < 400 GAL. RECEIVER v TANK NTH 2-2"0 2 ENLARGED TOILET FLOOR PLAN TAKEOFFS AND CUTOFF ' VALVES BY OTHERS PI SCALE: I/4'•I'-0' ,E e SIFI(;4 F�lr No. 32320 J' r * W S 4 4 tt4 —� STATE OF CU - tt23 tt25 tt26tf E° ' ��% RoRIG\A ---- -- _ I a r �7 R SH OFFICE: a� I ,C , .. P MC,k-1 d M NAu R7N 135 I ' 4- FCO NOTE: SEE ENLARGED PLAN ON — THIS SHEET FOR �• < ;;IMN. SALf:S I C� CONTINUATION. I _ COMPRESSED AIR p�OR 138 t` IE LINES BY OTHERS I ROOM OFFILE f SCPF r- 170 I W D cQ� co 9 z 0 0 13I I LO1"1M nt 0 I I w CQCQ co A _ A ? GF. IT MGP I CQ �+ d C'J ~-' �1 .. 1 , I './1��. /W� 00 co - I I C7[1Tr7lYE :3ALF:cz _f # 3: # t '4 Z CQ E I O t 1, � • COORMNATORS I U 143 3;. I 1 x rh.,,. MANUf ACTURE. I 144 I �� Cut io o -,_ `Jtl I � I+ Lr�i i '• `� .4-E :i 4 `uI COMPRESSED AIR I taml} LINES BY OTHERS v AeafCREDIT I ENLARGED PLAN ON _1 $ SHEET P-2 FOR CONTINUATION. — - + - — — A I AC F'[i lPk EtlPE404 [7E FICE ,, MOUNT AT STRUCTURE ABOVE I LJ I V I 1" (OUTSIDE SALES I � MEG � I i I � — tlilINEERING �--) �nI ES 106 I Q ECE"ti4'SNG CiF'5MGR, HALL TNSEJLATTiTN ff3 04 109 107 I W I II Q DF1_I`.'E:F;Y INSTALLED $A1.t.S,.1(jEl n I I I -----------J m I 01103 09/27/04 DESIGNED: N.B.S. DRAWN: N.B.S. CHECKED: G.B.R. APPROVED: G.B.R. V i FLOOR PLAN p t IFINAL DRAWING V l PROVIDE PPP. PRIMERITE T TRAP PRIMER. PIPE TO Q PROVIDE 1/2• VALVE 1• FLOOR DRAIN. I PROVIDE PPPI PRIME -RITE FOR ICEMAKER. VERIFY O TRAP PRIMER. PIPE TO REQUIREMENTS W/ OWNER P-1 0 FLOOR DRAIN. i P-9 P-9 p-1 1 Z 117 ' k /4• BUILDING BACKFLOW PREVENTER d \ N �G iv AND CUT-OFF VALVE. / SEE DETAIL. V RECEIVING I 1 a I I^ a as 0.IL a� '� 1_7/z• FILE ROOM DOOR SHOP o • 113 BELOW FLOOR I31 MGR, -' l.jr= ,/2• , p-1 3/4• P-14 GENERAL OFFICE _ P-13 mZ0 DELIVERY - Ill p 1/2 , P-1 122 (' INFERENCE - 126 P-18 P-7 ' PURCHASING P-20 P-18 P-7 1.33 OPS jMGRtP-24 P P-f BREAKROOM 11'4 P P-2 120 E_51IMATIP,(; OPEN 2• ROOM i �: r P-13 P-3 P WOMEN P,e OFFICE- 1:s0` \ OFFICE MGR, AGE B 116 ,• �� �TF s HALL MIS P-9 P-9 134 �° "" 109 - 3/4• - - 3/4• - -L=L 3 4• 1/2• - STATE OF 'M - /sTFRED P-13 LOCATION INSTALLED SALES INSULATION ENGINEERING/ OPEN' - a-rir��'II�IArflt" J(JRDINA T OI?S MANAGER -1;.35 RECEE TION L[IBBY 144 COMM, SALES 2 I43 EIiJ `�T�if; SALES 108 107 SALES 106 104 COPY ROOM a" l01 I0; 142 139 MGR, 138 CREDIT MGR 1 CREDIT 141 w LID 00 ' 12" l02 z 02 o Co o O o W co CQ P-13Qso P-13 Z U N I`RANCk Z `r4 W CO 00 co 12 - -- C�CQIN a O �' X a w O � . 1 ENLARGED OFFICE FLOOR PLAN SEEFOR SHEETCONTIP-1 UATON • U SEE SHEET -_� STUB 5 FEET FROM BLD' SGALE: SEE CIVIL PLANS FOR 1/8'•1 -0 �y y///�;;�y/; CONTINUATION 4- 0 2 /1 3• VTR00 >•/� a 0. CLa + C. -I I P-15 � Fco IL P-15 1 1 a - - -- -- -- i//, • t 117 2• P �2--2 -7- 3, 2./ 1 rn / 3� rn 2 CV a/ I i it z I i, a i I� DOOR SHOP RECEIVING o a a / FILE ROOM / / 0 113 131 MGR, - t3,1 woo 2- I P-1 P 1' P-5 P-5 GENERAL [IFFICE DELIVERY ��i /2•/• 2 T-�I r 3- z 1 P-18 2 BREAKRnOM 12i: CONFr:R�I<C;t - 126 i 120 PURCHASING ' O 114 MGR, z• vrR —1� P 2 /p P- �, ESTIMATING OPEN 15 ROOM 127 OFFICE- 130 P-3 p 2,\\ P-8 MEN WOMENr o 11, P-9 P=s 116 ____D� 109. 2- 4. - v s 11'r. N QFFTCF _ . T . tw nT1 r3 IR \ L3L'T; .I: L SALES i? Ce 11 ,. I! ,, .NA7L" INSTALLED SALES INSULATION ENGINERING/ OUTSIDE 5 Ai 'f l}�RIliPO 1lIRS LL_ ' ti CREDIT M(." COMM, SALES 108 107 SALE 106 105 Tt3 RECEPIIUR 1.I 'BY 144 C1PY ROOM �e 'ul }00 l41 139 MGR, 138 W U� 102 Q 8 0 C F— YCO I ENTRAIN m 11 1 1 4• 04082 I I - - _ 09/27/04 4• 4• YCO DESIGNED: RWB rco Yco DRAWN: STUB 5 FEET FROM BLDG. CCHECED: G.B.R. SEE CIVIL PLANS FOR CONTINUATION APPROVED: G.B.R. 2 ENLARGED OFFICE FLOOR PLAN 00 F2 SCALE: I/8'•I'-O' �� P 2 FINAL DRAWING 2 /J GROUND SCALE: 1 /4" = 1'-0" FLOOR OFFICE PLAN SECOND FLOOR OFFICE PLAN SCALE: 1 /4" = 1'-0" AT LURE ABOVE APPROXIMATELY 150' TO OUTSIDE x.UMN. DROP TO BELOW GRADE AND —0" OUTSIDE OF TRUSS SHOP WALL SEE CIVIL PLANS FOR IATION. 0" PALL. �4 01 00, 1D REVISIA OFFICE CHANGES II/4/04 z 0 , V() LLI CY No. 32320 STATE OF 11 "7 CQ of wj U O W xCQ 00 z co v N � O w Q v o � o o � O � C/D � Q LLJI Q w � c� _J I I , m �- 01103 09/27/04 DESIGNED: JJ DRAWN: JJ CHECKED: G.B.R. APPROVED: G.B.R. MOP HANGER 0 0 0 SERVICE r FAUCET W/ VAC. BRKR. 30" HOSE HOSE BRACKET n SILICONE SEALANT 00 INSTALLATION DETAIL MOP SERVICE BASIN NOT TO SCALE 1. PROVIDE AIR CHAMBER ON WATER SUPPLIES TO ALL FIXTURES. 2. AIR CHAMBER TO BE ONE PIPE SIZE LARGER THAN SUPPLY. 3. OFFSET TO AVOID OBSTRUCTIONS WHERE NECESSARY. TO FIXTURE JUPPLY AIR CHAMBER NOT TO SCALE PLUMBING LEGEND SYMBOL ABREVIATIONS SANITARY SEWER/SOIL P.C. PLUMBING CONTRACTOR - ESS- EXISTING SANITARY SEWER/SOIL EL. C. ELECTRICAL CONTRACTOR - - - DOMESTIC COLD WATER M.C. MECHANICAL CONTRACTOR - -- - DOMESTIC HOT WATER G.C. GENERAL CONTRACTOR HOT WATER RECIRCULATING LINE C.O. CLEAN OUT _--jpI— BALANCING COCK F.C.O. FLOOR CLEAN OUT -{} HOSE BIBB OR WALL HYDRANT W.C.O. WALL CLEAN OUT - - - - VENT PIPING ABOVE FLOOR Y.C.O. YARD CLEAN OUT E►C-- VALVE IN RISER V.T.R. VENT THRU ROOF -�- GATE VALVE C.I. CAST IRON BALL VALVE DN. DOWN CHECK VALVE F.D. FLOOR DRAIN --�I�- UNION WFA WASTE FROM ABOVE - TP- TRAP PRIMER PIPING WD WASTE DOWN GAS COCK VU VENT UP - G - NATURAL GAS PIPING CWU COLD WATER UP -LPG- PROPANE GAS PIPING CW DN COLD WATER DOWN -AW- ACID RESISTING WASTE/SOIL HWU HOT WATER UP - - AV- - ACID RESISTING VENT HIM DN HOT WATER DOWN TIE-IN TO EXISTING MAIN GATE VALVE � CHECK VALVE -pQ -- CW - -—HW- L- 3/4" SEE FIXTURE SCHEDULE FOR DESCRIPTION. EXPANSION TANK 3/4" A. S.M.E. T P RELIEF VALVE PIPE BLOWOFF TO BUILDING EXTERIOR 18 GA. DRIP PAN 3" DEEP MIN. MIN. 3/8"0 THREADED STEEL ANGLES OR WOOD MEMBERS TO ROD TO STRUCT. ABOVE. MATCH ROOF CONSTRUCT ON BY P.C. (TYPICAL OF 4) HANG FIXTURE FROM STRUCTURE ABOVE FIN. CEILING AS REQUIRED. 1" TURN DOWN ®6" A.F.F. ELECTRIC WATER HEATER - MTD, ABOVE CLG, ofJ NOT TO SCALE tTO WATER HEATER I14-- TW --� GLOBE VALVE (TYP. AS SHOWN) REDUCER I I I r7 � N (TYP.) ` I I II I II o_ I II I MIXING VALVE J CHECK VALVE (TYP.) MIXING VALVE DETAIL NOT TO SCALE --CP1 HOT WATER CIRCULATING PUMP SCHEDULE PLAN SYMBOL SERVICE GPM FT. HEAD MOTOR PUMP MANUF. 6 CATALOG N0. REMARKS NDTES HP OLTS PHASE R,P,M, CPI DOMESTIC HOT WATER 5 1 9 1/35 115 1 3250 TACO 00-F BRONZE (D(2) 2" MAIN TO i BUILDING NOTES i 1. SEE WATER HEATER INSTALLATION DETAIL FOR PUMP LOCATION. 2. WIRE PUMP TO BE CONTROLLED WITH 24 HR TIMECLOCK AND AQUASTAT. 3 0 J 2" MAIN TO BUILDING 2" WATTS #007S BACKFLOW PREVENTER WITH BRONZE STRAINER (TYPICAL) WATER BACKFLOW PREVENTER STATION DETAIL N.T.S. NOTE, PIPE ALL RELIEF DRAINS TO BUILDING EXTERIOR. IN -BUILDING BACKFLOW PREVENTER MAY BE OMITTED WHERE BACKFLOW PREVENTER IS PROVIDED AT WATER METER. - SCHEDULE OF PLUMBING FIXTURES & SPECIALTY EQUIPMENT PROTOTYPE FIXTURE CONNECTION Y COMPONENTS TO SIZES a DESCRIPTION BE PROVIDED BY REMARKS Z PLBG. CONTR. BASIC FIXTURE TRIM & ACCESSORIES a m�Qat WATER CLOSET AMERICAN STANDARD PROVIDE MATCHING "CHURCH" OPEN-FRONTFLOOR MTD. COMPLETE UNIT CADET 16-1/8"H 1.6/PA SOLID PLASTIC SEAT W/ INTEGRAL BUMPERS 4." CAULK AT FLOOR W/ P-1 FLUSH TANK WITH ALL TRIM & 2168.162 ELONGATED BOWL & S.S. HINGES, CHROME PLATED WHEEL HANDLE rl/2 WHITE SILICONE SEALANT VITREOUS CHINA ACCESSORIES W/ SIPHON VORTEX ACTION STOP W/ FLEX. SUPPLIES AND BOLT CAPS WATER CLOSET AMERICAN STANDARD PROVIDE MATCHING "CHURCH' OPEN -FRONT CAULK AT FLOOR W/ P-2 FLOOR MTD. "CADET EL 1.6/PA" SOLID PLASTIC SEAT W/ INTEGRAL BUMPERS 4•" WHITE SILICONE SEALANT FLUSH TANK 2292.100 ELONGATED BOWL & S.S. HINGES, CHROME PLATED WHEEL HANDLE VITREOUS CHINA W/ SIPHON JET ACTION STOP W/ FLEX. SUPPLIES AND BOLT CAPS AMERICAN STANDARD "WASHBROOK" 6501.010 EXPOSED FLUSH VALVE - SLOAN MODEL 1186 ES-S 2" 2" — 3/4" 3/4• CAULK TOP SPUD AT WALL W/ WHITE P-3 URINAL WALL MOUNTED FLUSHING RIM W/ SIPHON EXPOSED SENSOR OPERATED URINAL FLUSHOMETER, PROVIDE MATCHING FLOOR MOUNTED CARRIER. SILICONE SEALANT. MOUNT JET ACTION W/ RIM AT 17"A.F.F. AMERICAN STANDARD "WASHBROOK" EXPOSED FLUSH VALVE - SLOAN MODEL P86 ES-S 3/4" 3/4" CAULK TOP SPUD AT WALL W/ WHITE P_4 URINAL 6501.010 FLUSHING RIM W/ SIPHON EXPOSED SENSOR OPERATED URINAL FLUSHOMETER, 2" 2" — SILICONE SEALANT. MOUNT WALL MOUNTED PROVIDE MATCHING FLOOR MOUNTED CARRIER. W/ RIM AT STD. HEIGHT JET ACTION SYMMONS "SYMMETRIX" S-20-2-G SINGLE PROVIDE G.C. W/ TEMPLATE LAVATORY AMERICAN STANDARD "AQUALYN" LEVER FAUCET W/ GRID DRAIN, FLEX. C.P. 2" 11/2 1/2 1/2" FOR COUNTER CUT OUT,INSTALL P-5 COUNTER 0476.028 SUPPLIES W/NMEEL HANDLE, ADJ. C.P., 17 GA. W/ SEALANT UNDER RIM AS MOUNTED 20%17" WITH 4" CENTERS P-TRAP PER MFG'S RECOMMENDATIONS. SYMMONS "SYMMETRIX' S-20-2-G SINGLE PROVIDE G.C. W/ TEMPLATE LAVATORY STANDARD AMERICAN STANDARD AMERIC'AQUALAN LEVER FAUCET W/ GRID DRAIN, FLEX. C.P. 2" 1i�" 1/2" 1/2" FOR COUNTER CUT OUT,INSTALL P-8 COUNTER 28 SUPPLIES W/WHEEL HANDLE, ADJ. C.P., 17 GA. W/ SEALANT UNDER RIM AS MOUNTED 20"xl7" WITH 4" CENTERS p-TRAP & "JR SMITH- #2698 TRAP PRIMER PER MFG'S RECOMMENDATIONS. S.S. SINK ELKAY "DATON' SYMMONS #S-23 SINGLE LEVER FAUCET, LK-35 PROVIDE G.C. W/ TEMPLATE 2-COMPARTMENT DD-23322 20 GA. STRAINERS, PROVIDE FLEX. SUPPLIES W/ WHEEL 2" 11 /2' 1/2" 1/2' FOR COUNTER CUT-OUT, P-7 COUNTER TOP 33" X 21' X 7" DEEP HANDLE STOPS, ADJUST. P-TRAP (11/2"Xll/z) & INSTALL W/ SEALANT UNDER SELF -RIMMING ESCUTCHEON. RIM AS PER MFG. RECOMMEND. BAR SINK ELKAY *DAYTON" ELKAY LK-4121 HI -ARC FAUCET, LK-36 CUP PROVIDE G.C. W/ TEMPLATE COUNTER TOP D6-11515 STRAINER, PROVIDE FLEX. SUPPLIES W/ WHEEL 2" 11/2' 1/ 2` 1/2" FOR COUNTER CUT-OUT, P-8 SELF -RIMMING 15" x 15" x 6' DEEP HANDLE STOPS, ADJUST. P-TRAP 01/2"X11/2') INSTALL W/ SEALANT UNDER AND ESCUTCHEON. RIM AS PER MFG. RECOMMEND. STANDARD UNIT W/ COLOR AS SELECTED BY CAULK TOP AT WALL W/ WHITE ELECTRIC WATER OASIS #PLF8WMQ ARCHITECT. PROVIDE 1-1/4" 17 GA. SLIP -JOINT 2• 11/2" — 1/2" SILICONE SEALANT. MOUNT ONE P-9 COOLER 1/5 H.P. O 115V •p• TRAP W/ C.O., CP CW SUPPLY W/CUTOFF UNIT IN EACH AREA PER ADA BARRIER -FREE AND FLOOR MOUNTED CARRIER. REQMT'S. ANSI A117.1 COMPLIANT ELECTRIC WATER STATE "CENSIBLE' DIRECT IMMERSION ELEMENTS, TEMP. CONTROL FULL SEE WATER HEATER SCHEMATIC HEATER - MTD. PV-40-10MS-K MIDGET WITH OVERHEAT PROTECTION & A.S.M.E. T & P — — 3 4" / 3/ 4" SIZE THIS SHEET FOR MOUNTING P-10 ABOVE FIN. CLG. 40 GAL. CAPACITY RELIEF VALVE. PROVIDE DRAIN PAN UNDER DISCH INSTRUCTIONS 450OW ELEMENT O 208 V. HEATER. LINE VERIFY EXACT MOUNTING EXPANSION AMTROL #ST-5 INSTALL PER MFR'S INSTRUCTIONS — — — 3/4' LOCATION AT SITE P-11 TANK EXPANSION TANK MOUNT ON WALL BRACKET. SEE DETAIL #830-AA SERVICE FAUCET W/ VAC. BREAKER MOP FIAT MSB-2424 FIAT MSB-2 #832-AA HOSE AND HOSE BRACKET 3" 2" 1/2" 1/2• CAULK TOP AT WALL W/ P-12 SINK HIGH #889-CC MOP HANGER, #MSG-2424 S.S. WHITE SILICONE SEALANT. MOLDED STONE WALL GUARDS, #E-77-AA VINYL BUMPER WOODFORD 65C AUTO LOOSE KEY OPERATOR, 3/4• HOSE THREAD, _ — — 3/4" MOUNT IN EXTERIOR WALL P-13 WALL HYDRANT DRAINING, FREEZELESS WALL CHROME FINISH. 18" ABOVE FIN. GRADE HYDRANT W/ VAC. BREAKER ICEMAKER PLASTIC ODDITIES, INC. POLYETHYLENE HOUSING AND FRAME W/ — _ — 1/2• MOUNT BOTTOM OF UNIT P-14 BOX MODEL IB-20 1/4" BRASS COMPRESSION VALVE 42" A.F.F. FLOOR ZURN #ZB-415-400-VP FLOOR DRAIN WITH POLISHED BRONZE 3" P-15 DRAIN W/5" SQUARE "S" STRAINER VANDAL PROOF TOP & TRAP PRIMER BRADLEY 54" DIAMETER SPRAYHEAD W/ S.S. SUPPORT TUBE & BOWL GASKET, CAULK AT WALL W/ WHITE SEMI -CIRCULAR SEMI -CIRCULAR WASHFOUNTAIN SPUD W/ DOMED STRAINER, SPRAYHEAD SUPPLY UNE, 2" 11/2' 1" 1" SILICONE SEALANT. P-18 WASHFOUNTAIN TERREON POLYESTER RESIN BOWL MANUAL MIXING VALVE, VOLUME CONTROL VALVE, STOPS, AND PEDESTAL STRAINER, CHECK VALVES & FOOT CONTROL VALVE. IN-SINK-ERATOR E PROVIDE WITH "P-TRAP" AND WIRING WITH PLUG. ille _ _ VERIFY ALL ROUGHING REQUIREMENTS W/ P-17 DISPOSAL BADGER BA E P.C. SHALL MAKE ALL FINAL PLBG. CONNECTIONS. MANUFACTURER 120V. AMERICAN STANDARD SYMMONS 'SYMMETRIX" S-20-2-G SINGLE CAULK AT WALL W/ WHITE LAVATORY "LUCERNE" 0355.027 LEVER FAUCET W/ GRID DRAIN, FLEX. C.P. 2" 11/2" 1/2" 1/2" SILICONE SEALANT. MOUNT P-18 WALL HUNG 20.5"x18.25" W/4' CENTERS SUPPLIES W/WHEEL HANDLE, ADJ. C.P., 17 GA. FIXTURE PER A.D.A. VITREOUS CHINA ZURN FL. MTD. CARRIER P-TRAP REQUIREMENTS AMERICAN STANDARD SYMMONS "SYMMETRIX" S-20-2 SINGLE CAULK AT WALL W/ WHITE LAVATORY "LUCERNE" 0355.027 LEVER FAUCET W/ GRID DRAIN, FLEX. C.P. 2" 11/2' 1/2" 1/2" SILICONE SEALANT. MOUNT P-19 WALL HUNG 20.5"x18.25" W/4" CENTERS SUPPLIES W/WHEEL HANDLE, ADJ. C.P., 17 GA. FIXTURE PER A.D.A. VITREOUS CHINA ZURN FL. MTD. CARRIER p_TRAP & 'JR SMITH" #2698 TRAP PRIMER REQUIREMENTS PROVIDE RIGID SUPPORT FROM MIXING "SYMMONS" — — 3/8" 3/8' PIPING. P-20 VALVE #5-110-CK CONNECT TO TWO LAVATORIES WHERE INDICATED FIAT #FL-1 PROVIDE WITH FIAT #A-1 FAUCET, (4) LEGS, STRAINER, PROVIDE FLEX. SUPPLIES W/ WHEEL . 1/2" 1/2' CAULK AT WALL W/ WHITE P-21 SERVICE MOLDED STONE HANDLE STOPS, ADJUST. P-TRAP (11/2"Xi1/2j & 2 11/2" SILICONE SEALANT. SINK LAUNDRY TUB ESCUTCHEON. 10"0 STAINLESS STEEL BOWL W/ BRADLEY (2) OUTLET HEADS, FACE SPRAY RING, " VERIFY EXACT MOUNTING P-22 EMERGENCY MODEL 519-220SS BALL VALVE, VANDAL RESISTANT 2• 11/s" — 1 2 / LOCATION W/ ARCH. EYEWASH WALL MTD. EYEWASH TRIM & HINGED COVERS FOR OUTLETS MIXING "BRADLEY" PROVIDE THERMOMETERS, GLOBE VALVES, SURFACE MOUNT _ _ 3/4" PROVIDE RIGID SUPPORT FROM P-23 VALVE #S59-2025-IOPA-SE WHITE ENAMEL CABINET, UNIONS, ETC N PIPING. HOSE BIBB WOODFORD MODEL 24P WALL LOOSE KEY OPERATOR, 3/4' HOSE THREAD, — — 1/2" MOUNT ON WALL 16" A.F.F. P-24 (INTERIOR) FAUCET W/ VAC. BREAKER CHROME FINISH. CAST IRON CLEAN -OUT WITH ROUND ADJ. SCORIATED, SECURED NICKEL BRONZE TOP. BRONZE PLUG AND INSIDE CAULK OUTLET EQUAL TO ZURN # Z-1425-27 FINISHED GRADE BY GEN. CONTR. 1 16" x 16" x 8" THICK CONC. PAD BY P.C. WITH CHAMFERED EDGES AND BROOM FINISH. FINISHED PAVING BY GEN. CONTR. '// - DROP INTO SINGLE TWO-WAY CLEAN -OUT _ PIPING SECTION OR IF LOCATED AT END OF LINE USE LONG SWEEP ELL. YARD CLEAN -OUT - - - - STANDARD UNIT NOT TO SCALE NOTE : OMIT CONC. PAD IF C.O. IS SET IN CONCRETE SURFACE PROVIDED BY GEN. CONTR. -� No. 32320 0_ 7 STATE OF ,.P),CtORI P • in t` W W C) O W `x � x�00 CO2 � O O � a U • © 57 co O 1() O 1 IN O N C*D d' 00 Ts1 !— �. W � LLJ F-- M� W L� 04082 09/27/04 DESIGNED: N.B.S. DRAWN: N.B.S. CHECKED: G.B.R. APPROVED: G.B.R. P4 FINAL DRAWING I HVAC FLOOR PLAN M15 eCALE: lA&'xl'-0' VAIV, F. FINAL DRAWING c/) z 0 m ry No. 32320 STATE OF Lf) (7) Go 0 z 02 4 0 co 0 u I LO z V2 02 cc) CQ 02 01 z VI co in -t Go C'n W E-4 0 LLJ -:zz r ) LL- Cl, I 04082 09/27/04 DESIGNED: G.B.R. DRAWN: G.B.R. CHECKED: G.B.R. APPROVED: G.B.R. mt ENLARGED OFFICE HVAC PLAN SCALE: 1 /8' U) z 0 w ry No. 32320 STATE Of ] C%2 eP O M O xcQ 0 zCQ U v t m v C\2�a rT4 U Z w Q v o � o LL O O LL c/D cJ-D � Q w cl-3 Q I i l C-5 W m LL 04082 09/27/04 DESIGNED: G.B.R. DRAWN: G.B.R. CHECKED: G.B.R. APPROVED: G.B.R. FINAL DRAWING 3/16" THREADED ROD UP TO BEAM CLAMP ON ROOF STRUCTURE 1.5' FIBERGLASS DUCTBOARD, UL 181 LISTED, ROUND METAL DUCT W/15' THICK WRAPPEED INSULATION AND VAPOR BARRIER, SPIN -IN TAKEOFF W/INTEGRAL DAMPER. �FLEXIBLE DUCT, 5' MAX, LENGTH. DIFFUSERS LEGEND: ® CEILING MOUNTED DIFFUSER CEILING MOUNTED EXHAUST OR RETURN GRILLE ® CEILING MOUNTED EXHAUST FAN (TOP DISCHARGE) 20X12 SUPPLY OR RETURN DUCT W/WIDTH X HEIGHT NOTED 22 GA METAL STUD MATERIAL /I I —OA— OUTSIDE AIR DUCT TYPICAL BRANCH DUCT NO SCALE TYPICAL AIR HANDLER RETURN DUCT FILTER BOX 3/4' CONDENSATE DRAIN PIPE, PROVIDE TRAP AND SLOPE TO EXTERIOR RISER. AUX, CONDENSATE DRAIN PIPE r� `3/8" TRHREADED ROD UP / TO BEAM CLAMP ON ROOF IJ STRUCTURE 11 simimi SUPPLY DUCT �4X4 MASONARY BLOCK GALVANIZED UNISTRUf WOOD FRAME 3' DEEP DRIP PAN, 3' LONGER THAN EACH SIDE OF AIR HANDLER, SUSPEND FROM UNISTRUT, PROVIDE FLOAT SWITCH. WIRE TO SHUT DOWN AH WHEN WATER LEVEL IS 1' BELOW AUX, CONDENSATE OUTLET, TYPICAL AIR HANDLER NO SCALE AIR DISTRIBUTI❑N SCHEDULE TAG DESCRIPTION THROAT ROUND NEAEAPTER CCK DUCT RUNOUT MANUFACTURER k ODEL SQUARE CEILING DIFFUSER 6X6 6'0 6'0 PRICE ASCD/OBD Al SQUARE CEILING DIFFUSER 6X6 7'0 7'0 PRICE ASCD/OBD SQUARE CEIUNG DIFFUSER 9X9 8'0 8'0 PRICE ASCD/OBD 81 SQUARE CEIUNG DIFFUSER 9X9 9"0 910 PRICE ASCD/OBD B2 SQUARE CEILING DIFFUSER 9X9 10"0 10"0 PRICE ASCD/OBD C SQUARE CEILING DIFFUSER 12X12 12'0 12'0 PRICE ASCD/OBD eRETURN GRILLE 12X10 PRICE 635 RETURN GRILLE 18X16 PRICE 635 RETURN GRILLE 22X22 PRICE 635 NOT USED H Im EXHAUST GRILLE WITH O.B.D. 8X6 PRICE 635/OBD eEXHAUST GRILLE WITH O.B.D. 10X10 PRICE 635/OBD R — REFRIGERANT PIPING. SIZE PER MANUF. RECOMMENDATIONS FOR DISTANCE BETWEEN OUTDOOR UNIT AND RESPECTIVE AIR HANDLER N N SUPPLY BRANCH DUCT. SEE "BRANCH/NECK SIZE" IN DIFFUSER SCHEDULE FOR SIZING. SUPPLY DUCT CONTINUES IN VERTICAL E7 RETURN DUCT CONTINUES IN VERTICAL C) z O W ry No. 32320 STATE OF �Cv a \(oa SOP r� "/O • `/ DIFFUSER/REGISTER MARK W/CFM NOTED FAN MARK QT T'STAT., DIGITAL PROGRAMMABLE W/AUTO SWITCHOVER (AH'S ONLY). MOUNT 5' A.F.F. FIRE DAMPER. REFER TO ARCHITECTURAL PLAN FOR ASSEMBLY RATINGS. SO SMOKE DETECTOR. WIRE TO SHUTDOWN AIR HANDLER UPON DETECTION OF SMOKE RAC-1 : ROOM AIR CONDITIONER WITH ELEC. HEAT. 10,200 STUH COOU14G CAPACITY AND 5300 BTUH HEATING CAPACITY. 115 V. CARRIER MODEL XHC101D OR EQUAL AIR HANDLER SCHEDULE MARK CFM O.A. CFM EXT. S.P. (IN,) ELECTRIC HEAT VOLTS/PH. MANUF, & MODEL NO. NOTES AH-1 3005 350 1.0 24.92 KW 460/3 TRANE TWE-09OA4 AH-2 4455 450 1.0 24.92 KW 460/3 TRANE TWE-120A4 AH-3 2985 350 1.0 24.92 KW 460/3 TRANE TWE-09OA4 AH-4 750 150 j .5 j 5.76 KW 208/1 TRANE TWE-030A C❑NDENSING UNIT SCHEDULE SYMBOL COND. UNIT TRANE MODEL COOLING MBH VOLTS TOTAL SENS. CU-1 TTA-090A4 90.2 65.5 460/3 CU-2 TTA-120A 123.6 91.0 460/3 CU-3 TTA-090A4 90.2 65.5 460/3 CU-4 TTA-024 24.4 18.1 208/1 EXHAUST FANS SYM DESCRIPTION INLINE FAN. 1092 CFM-VS-3/8" S.P.. BELT -DRIVE. QSQUARE 1 COOK SQN-B 120. 120V. Q SIDEWALL PROPELLER FAN PACKAGE. 48,500 CFM-VS-O' SP. 5 HP, 46OV,3 0. COOK 60HW11B OR EQUAL CENTRIFUGAL CEILING FAN. 80 CFM, 2.5 SONES. BROAN MODEL 684 OR Q3 APPROVED EQUAL CENTRIFUGAL CEILING FAN. 260 CFM-VS-.25' S.P. 3.4 SONES. Q3 LOREN COOK MODEL GC-420 OR APPROVED. Nv 0 • C/] W W LO 00 z 0 0 W CQ 02 02 W x cr) Z U^CQ F' CO W � d m � ao W v C� � E r N O cd / L_u Q U o O LL V J � V Q � LL LL C / W W LJ- 04082 09/27/04 DESIGNED: G.B.R. DRAWN: G.B.R. CHECKED: G.B.R. APPROVED: G.B.R. FINAL DRAWING 4 AIR DISTRIBUTION SCHEDULE ROUND NECK DUCT RUNOUT MANUFACTURER & TAG DESCRIPTION THROAT ADAPTER MODEL A CFM DOUBLE DEFLECTION REGISTER 6X4 6110 6"0 PRICE 620/OBD B SEE CFM DOUBLE DEFLECTION REGISTER 7X6 AS NOTED PLAN PRICE 620/013D CSEE CFM 12X8 AS NOTED PRICE 620/013D DOUBLE DEFLECTION REGISTER PLAN D CFM SQUARE CEILING DIFFUSER 6" 700 710 PRICE SCDA OBD / CFM TRANSFER GRILLE 8X8 AS NOTED SEE PLAN PRICE ASCD/OBD CFM TRANSFER GRILLE 12X12 AS NOTED SEE PLAN PRICE ASCD/OBD RETURN FILTER GRILLE 20X20 S NOTED SEE PRICE 630/FF CFM PLAN 1D REVISION OFFICE CHANGES II/4/04 No. 32320 STATE OF 0 0 10 O 1 02 cl CQ co .t co v w w Q v o � o (:D c� cJ-D � Q LL— ® ,,, Cal 04082 09/27/04 DESIGNED: GBR DRAWN: GBR CHECKED: GBR APPROVED: GBR M4 i� Co D40 G - I — O F14 0 z v / o D30 RAC-1 VnqjTrn MOUNT RECEPTACLE N I I I A B B A B D37 A t' �_ I .. w LLJ AT HEIGHT OF A.C. D44_fl- UNIT. G D REBAR LIGHTING AND RECEPTACLES. 400 GAL. RECEIVER � �_ -. �� �� � SEE SHEET E7 FOR EQUIPMENT F16 TANK WITH 2-2' 7 o CONNECTIONS. TAKEOFFS AND CUTOFF- I Z VALVES E B A B B B A B B LITHONIA LB-3-32-120-1/3GEB W 3-F32T8 LAMPS _ RATED AT 120V. 3/4"C,312,112 GND — — REBAR MAIN DISCONNECT (TYP-5 EXH. FANS) H 2 ENLARGED TOILET FLOOR PLAN ��G "'e MAIN DISCONto ECT SWATCH <v c F E19,21,23 FUSED 1 AS (TYP u23 25 6 a24r ma ar E1 SCALE: 3/I6'.I'-m' No.3�2320 D28 — — Ir------ G P —®J m STATE OF T -T_ _ D36 M ®r , f /sTFRED =D�fi tr6, L L C 7 CiN n ,.q NOTE: MGP 1?4 MAAE -1,35 SEE ENLARGED PLAN ' CONNECT TO A ON THIS SHEET FOR A DOOR OPERATOd ELECTRICAL. A22 [7 C8,10,12 B A C2,4,6 B A B A 13�E1 • C ,30 EN D26 ICE- 1;30 W W LO co (_T� � O2 O COPY ROOM Fz-I Z � O O 139 �►�+ CONNECT TO 8 A B A B A B A B A B U I O RADIAL ARM SAW D38 % Q C I 36" AFF. - CREDIT MGR W 02 cat 02 141 W - r,nAr1N Z c x W co co OUTSIDE SALES W .4 + 142 ✓�-+co v A B A B A B + B A B A CONFERENCE - 126 Z CQ F-i O4 �' LCOORDINATORS U � _ 143 • ' \ MA UFA TURE v Al,16,18144 201 A10,1 A2 C011RDINATORS //%/ Z ///i' B A B A B A B F A B A B P II G � P I v! + 5 ® R1 OISPLAY o j 7 " 122 / W 5 E + R S3GN ONFR OF OF OFIXTURES FICES Li71BY Y T 0 Ri01 A B A B A B z A B o A B A lLJ 'A' O 'B. d O WLl i ASST CREDIT O w A20 102ly ®/ LLJt z BR1AOKRtICiM t7PF�.ON OFFICE 1:VERIFYLOCATIONS OF ALL EQUIPMENT �� WITH OWNER PRIOR TO INSTALLATION. � B A B A B A B A B A B � �J Q 2: VERIFY WITH EQUIPMENT NAMEPLATE OUTSIDE SALES ALL ELECTRICAL CONNECTIONS PRIOR 10w TOINS TALLATION. O MEWTM�Id I` c-) LL_ MEN C�- UD � 1 JX0 7 A B A B A 6 A B A B MOUNT TO A 117 �— CONNECT TO COLUMN NGINEERING MA HINE M' N SALES 106 =J CfD POWER FEEDER ', E14,16,18 TYP. 8 PLACES � 1� 36' AFF PHOTOCELL 2 0 0 U r ABOVE CONNECT TO A (TYP-"L'1RXTURES) TABLE SAW B D46,48,50 1{' CJ€'` MOR. HALL INSULATION � 38" AFF 114 109 107 C20,22,24 1/2"C,3#12 TO B A B A 832,34 B A25,27,29 — w CONNECT TO RADIAL ARM SAW LIGHTING CONTACTOR L z Q! 36' AFF SERVING THIS AREA. '_'.E_LIVERY - 1 . INSTALLED �J V L SALES 10f3 Q Q — - Lij � G G ~I G 1/2'C,3#12 TO m l� 20' ABOVE FINISHED GRADE LIGHTING CONTACTOR (TYPICAL) ONNECT TO SERVING THIS AREA. OOR OPERATOR 04082 09/27/04 TRUCK COURT DESIGNED: GBR -4'0' from Whse Stab' DRAWN: GBR CHECKED: G.B.R. APPROVED: G.B.R. I ELECTRICAL FLOOR PLAN EI SCALE: vIb'=r-m' FINAL DRAWING ENLARGED OFFICE ELEC. LIGHTING PLAN SCALE: LIGHT FIXTURES SYMBOL MANUFACTURER MODEL NUMBER NOTES VOLTS LAMPS NOTES A LITHONIA THR-40OM-PA22-277 HIGH BAY 277V (1) 40OW MH. B LITHONIA THR-40OM-PA22-277-QRS HIGH BAY W/ QUARTZ RESTRIKE 277V (1) 40OW MH W/ 150 QRZ C LITHONIA 2SP8-G-3-32-Al2-277 LENSED TROFFER 277V (3) F32T8/35K D LITHONIA A-6AR INCAND. DOWNLIGHT 120V 100 A19 E LITHONIA AFV-32TRT-6AR-277 GOTHAM DOWNLIGHT 277V (1) 32W TRT FLUOR. F LITHONIA TWH-250S-277 WALL MOUNTED AREA LIGHT 277V (1) 250W HPS G LITHONIA TWH-40OS-277 WALL MOUNTED AREA LIGHT 277V (1) 40OW HPS H LITHONIA C-2-96-277 W/O- BALLAST 8', 1 LAMP FLUORESCENT STRIP 277V (2) F59T8/35K L STONCO 2VO67 INCAND. WALL BRACKET 120V (1) 100 A19 M LITHONIA 170S-1000M-HPN-120-TS-MPB29 FLOOD LIGHT 120V (1) 1000W MH. N LITHONIA 170S-40OM-HPN-120 FLOOD LIGHT 120V (1) 40OW MH. P POLES, FIXTURES AND WIRING BY OTHERS Q POLES, FIXTURES AND WIRING BY OTHERS R HUBBELL FS-8 8' SIGN LIGHT 277V (1) F96T12CWVHO R1 HUBBELL FS-6 6' SIGN LIGHT 277V (1) F72T12CWVHO S LITHONIA C-2-32-277 STRIP LIGHT 277V (2) F32T8/35K T LITHONIA 170S-40OM-HPN-277-TS-MPB29 FLOOD LIGHT 277V (1) 40OW MH. U LITHONIA 2GT8-G-2-32-Al2-120-1/3GEB RECESSED TROFFER 120V (3) F32T8 V LITHONIA LB-2-32-120-GEB SURFACE MOUNTED 120V (2) F32T8 W LITHONIA WC-2-17-Al2-120 WALL MOUNTED 120V (2) F17T8 X LITHONIA AFV-32TRT-6AR-277 GOTHAM DOWNLIGHT 120V (1) 32W TRT FLUOR. Y LITHONIA WPCW-28DTT-120 WALL BRACKET 120V (1) 28W DTT NOTES: 1 'A' FIXTURES LOCATED IN SHED #1 AND SHED ,#2 SHALL BE RATED FOR 120V. REBAR BUILDING MAIN DISCONNECT _�. FINAL DRAWING U) z 0 W No. 32320 rl `� STATE OF D_� W 0 o CQ Wo 0 dim of xN m z d02 '0 ^ pwq °' cr) CD v 1 py F4 V Z i i W w Q v o � o O O LL c/D Q LL LL z Q LJ� I„ r-f- LLI f— m I� 04082 09/27/04 DESIGNED: RWB DRAWN: WWC CHECKED: G.B.R. APPROVED: G.B.R. k KEYED NOTES: } m (D DUPLEX RECEPTACLE 24' AFF FOR ICE MACHINE. ( n ® CONNECT GARBAGE DISPOSAL PER MFR'S RECOMMENDATIONS. O DUPLEX RECEPTACLE FOR MICROWAVE OVEN. LOCATE AS o DIRECTED. 0 DUPLEX RECEPTACLE FOR REFRIGERATOR, 36' AFF. Q DUPLEX RECEPTACLE FOR VENDING MACHINE, 36' AFF. © DUPLEX RECEPTACLE AND CABLE TV OUTLET RECESSED Z O _ IN CEIUNG TILE FOR T.V.. pF, Oj COORDINATE POWER AND DATA/COMM CONNECTIONS TO U LANDSCAPE PARTITIONS. w O LLJ RECEPTACLE UNDER VANITY FOR FUTURE W.H. O ® QUADRAPLEX RECEPTACLE AND TELEPHONE/DATA OUTLETS IN FLOOR BOXES UNDER TABLE. ® CONNECT EXHAUST FAN VIA DISCONNECT SWITCH. O CONTROL VIA TIME CLOCK. SEE RISER FOR DETAILS. Z Oj 3' EMPTY SCH. 40 PVC CONDUIT WITH PULLSTRING TO PROPERTY LINE WHERE DIRECTED BY SERVING TELEPHONE UTILITY. COORDINATE SERVICE WITH TELEPHONE COMPANY. ® ELECTRIC FLUSH VALVE, FAILURE TO PROPERLY POSITION THE ELECTRICAL BOXES TO THE PLUMBING ROUGH -IN WILL RESULT IN IMPROPER INSTALLATION AND IMPAIR PRODUCT PERFORMANCE COORDINATE WITH PLUMBER THE PROPER C LOCATION AT ROUGH -IN. �OGGEF t No. 32320 �A REBAR BUILDING m * ffi MAIN DISCONNECT _�. C) stATE OF �t4l ,L CONNECTION TO �TFRED PICKER CHARGER �( VERIFY LOCATION AT 36" AFF. M ' r — — M3 A13,15,17 1 A1,3,5 — — � _� MAIN DISCONNECT _ I I I ALi_LI�IJ 11 ' � A31.33,35 B9 r8w 6:�,, I �2 I B57,59 —4� B51 LAtL1 J SHEETHI • B1,3,5 I---J L—J 818 cn 42 AFF. 1 EWC EWC 4 4 5 5 5 5 IN'� de 00 B55ai��WHB ,27,2 V Z O O 1}$ __ �j N +48' +48' 7 B36,38 I I Z U I a eto,12 © FILE ±00M DOOR SH(r.7 I CU-3 z M O 1 7 1 B16 1`S.I 1�1GR 13'f, x 02 I I W � � O A7,9,11 IFNI U U REC ING t0I z d .. 4 3x W ao e0 17 GEN[RAL OFFICE' 77 —A 0 DELIVERY 111 i Z1� h 7 I I rn ui °�° �0 B2o 9 I Cll-4 q MGM. 0 DE] B11 O 839,4t AlAl9,21,23 cn I Z CQ E� O r .,, I — O .� .q e22 I R MGRas1,s3 a w 3 813 OPEN • 1,I0 B,5 824 OI'FICE-- 130 6 ENCB17 © cF e ESTIMATING ROOM - 1 Z 7 i; iiiaiiiaiiii Mai HALL 821,23 ee 826,28 1,33 0 CE MGR. 847,49 1,34 109 Ba3,45 ;%/ % • W ALARM KEY PAD TIME 42�Att Bt9 RECEPIIGEI C PY ROO ENGINF RING 101 LOBBY ;' 3q r, „� SALES I Ub 100 .,OORDINATORS LOCATION ^_ � , ��� OUTSIDE SALES 144 MANAGER 1 3 , 10 ASST CREDIT wAa„A,; r; HR � MGR. 138 102 Aurn� KEY PAD � 1, � n, r CREDIT MGR INSTALLED SALES INSULATION o o 0 --------------- E.NTRAN'. E 11 1 0 00`-'- C/7 J C/7 Q � w � z U Q � � 1 ENLARGED OFFICE FLOOR PLAN-PODUER 4 SIGNAL 04082 Eg SCALE: vs'.r-m' 09/27/04 DESIGNED: RWB DRAWN: WWC CHECKED: G.B.R. APPROVED: G.B.R. E3 FINAL DRAWING DOOR LINE EQUIPMENT SCHEDULE NO. I DESCRIPTION VOLTAGE IHOOKUPIPHASEI AMPS I AIR REQUIRMENTS AIR LINE INTERIOR LINE 1 FULL HOUSE MARQUISE DOOR LOADER NA NA 7.00FMO120PSI 2 MARQUISE PREHUNG DOOR MACH. MARQUISE 6 SHOOTER HINGE APPLICATOR 230 HARD 3 15 10CFMO110PSI 30CFMO100PSI 3/4" 3 FULL HOUSE ASSEMBLER 120 HARD 1 15 10CFMO100PSI 4 FULL HOUSE DIAMOND 3002M 230 HARD 3 30 8.00FMO90-100PS1 3/4" 5 FULL HOUSE TRIMMER/K 230 HARD 3 20 4.5CFM®90-100PS1 3/4" 6 FULL HOUSE STRIKE JAMB ROUTER 120 HARD 1 10 1.5CFMO90-100PSI 3/4" 7 POWERMATIC, MODEL 66 TABLE SAW 5HP 460 HARD 3 20 8 CHOP SAWS (4) EA. 120 DUPLEX 1 15 9 RADIAL ARM SAW (2) EA. 460 HARD 3 30 10 BALL CATCH DRILL (2) EA. 115 DUPLEX 1 20 EXTERIOR LINE 11 FULL HOUSE STEEL DOOR LOADER NA 7.00FMO90-100PSI 12 FULL HOUSE STEEL DOOR HANGER NA 3.00FMO90-100PS1 13 HINGE STATION NA NA NA NA 2.00FM090PSI 14 CROSS TRANSFER TABLE 120 NA 1 10 1.5CFM090PSI 15 DOUBLE DOOR ASSEMBLY TABLE 1.5CFMO90-100PSI 16 SWINGER II DOOR LITE ROUTER 230 HARD 3 6 1 8.00FM0100PSI MISCELLANEOUS 17 AIR DRYER 480 HARD 3 20 2" 18 DUST COLLECTOR 480 HARD 3 125 1" 19 AIR COMPRESSOR 480 HARD 3 140 2" 20 UPCUT SAW 230 115 HARD HARD 3 1 40 20 1" 21 BAG COLLECTOR 1 230 IHARD 1 1 20 22 EXTERIOR POWERMATIC TABLESAW 7.5HP 460 IHARD 1 3 20 23 POWERMATIC POWER FEEDER 1HP 1 460 IHARD 1 3 20 n 0 RUN RACEWAYS OVERHEAD AND DROP TO EQUIPMENT WHERE AND AS DIRECTED BY BFS REPRESENTATIVE. RACEWAYS SHALL BE SUPPORTED NEATLY ON UNISTRI IN GROUPS AND SHALL BE RUN PARALLEL TO WALLS. HEIGHT ABOVE FLOOR AS DIRECTED. (TYPII-ALL EQUIPMENT) i I RACKS RACKS 0 D2 E1,3,5 #8 f #9 , #8 Vl/1 D18 D16 #1p + #10 .IO @AUOD �utST D C14,16,18 D6 D8 # 15 r.,. D22 Tf a- ENLARCsED EQUIPMENT POWER PLAN SCALE: #3 07,9,11 E7,9,11 #9 v D1,3,5 #2 D19,21,23 #5 I D12 #1 r.49 1,33,35 D14 n x "Ti rT't I r� c11 rr1 ,p. For,17AIril F I lil Al F, 7,1 iFl Al FAlk [FAlk T L IILTA AFL INA 11 At FAt Fli Arl FAI FAI Fit '11L A IMIFA A FA11FAll FAt FAt FI ,I MWE'l Ail Ail HE Ail lHi AFil Alil HE No. 32320 * W STATE OF CV F�O tO:RR1 P �� I a' w W W cc) It CID U II CQ W z CA2 U jCQ N H ai o a0 v 00 Go Z O2 O v DC 0 'iE" a � 0 • U / 1� Q r �I J x X-X x� x Q —0 Q ® C-�r- n x 04082 x 09/27/04 DESIGNED: JJ x 1:fi DRAWN: JJ ,r+ CHECKED: GBR APPROVED: GBR FINAL DRAWING =1 0 Mimi .`" fl,3,5 -\ RUN STUB UNDER FLOOR _.. AND Y STUB —LIP UP IP OCATIOINDICATED. y{R VERIFY SRA—UP LOCATION N FIELD. (TYPICAL) If if if If it {4 AN M REBAR PLANT EQUIPMENT PLAN 3/32' - 1'-0' STUB UP FOR FUTURE MACHINE VERIFY LOCATION,-__,,-,-. PRIOR TO ROUGH -IN T i ---_—t��F2,4,8 -- T 1.25"C,3/2,/8 GND UP TO CRANE RAIL NHERE DIRECTED. F6,10,12 ' 11 / F13,15,17 0 n PANEL 'F': 400A, 277/48OV, 3'0, 4W., W/MAIN BREAKER SURFACE MOUNTED. SO—D "I —LINE" OR EQUAL / LOAD SERVED BKR. WARE WIRE BKR. LOAD SERVED N 1 OPTICUT MACHINE ITEM 2 60/3 #6 /10 15/3 P/42, ITEM 3 2 3 4 5 6 7 BAR WISER MACHINE ITEM 1 50/3 /8 /10 15/3 P/55, ITEM 4 8 9 10 11 Al2 13 CRANE 100/3 /2 /10 20/1 LIGHTING 14 15 /10 20/1 LIGHTING 16 17 SPACE 18 19 SPACE 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 411 42 1 BAR WISER 22 S 2 OPTI-CUT 3 P/42 EXP. 4 P/55 SINTESI 5 NOT INCLUDED ELECTRICAL SYMBOLS SYNXL DESCRIPTIN POWER/GENERAL BRANCH CIRCUIT OR FEEDER CONDUIT CONCEALED IN WALLS OR CEILING. ARROW DENOTES HOME RUN TO PANEL HATCHES DENOTES NUMBER CONDUCTORS IF OTHER THAN TWO, BUT GOES NOTOT INCLUDE THE EQUIPMENT GROUNDING CONDUCTOR; PROVIDE AN EQUIPMENT GROUND WIRE PER NEC ARTICLE 250-122. 1 ,.41 + BRANCH CIRCUIT OR FEEDER CONDUIT AS ABOVE CONCEALED UNDER FLOOR SLAB OR BELOW GRADE. SINGLE POLE LIGHTING SWITCH, 20A., 125/277V. WALL MOUNT AT 48' ABOVE S FINISHED FLOOR (AFF) OR AS NOTED OTHERWISE. GANG SWITCHES UNDER COMMON PLATE WHERE APPLICABLE. WHITE 'DECORA" STYLE. S3 THREE WAY SWITCH AS ABOVE S4 FOUR WAY SWITCH AS ABOVE. BOX -MOUNTED INCANDESCENT DIMMER SWITCH SIZED TO MATCH THE LOAD BEING 'NOVA" 1' DIMMED. LUTRON LNBOO FOR 60OW, &W N-2000 FOR 2000W. ENCLOSED SAFETY SWITCH, GENERAL DUTY NEMA-1 ENCLOSURE OR NEMA-3R rm OUTDOOR UNLESS NOTED OTHERWISE. PROVIDE FUSES IF NOTED AND SIZE PER NEC AND EQUIPMENT NAMEPLATE DATA. PROVIDE ONE (1 NORMALLY OPEN AND ONE (1) NORMALLY CLOSED DRY CONTACTS IN ALL ELEVA OR DISCONNECTS. O FLUSH MOUNTED FLOOR BOX WITH DUPLEX RECEPTACLE. STEEL CITY 600 SERIES WITH P 60 DS UD AND P-60-CP CARPET PLATE. WALL OR CEILING MOUNTED JUNCTION BOX, OR EQUIPMENT JUNCTION BOX WHEN FURNISHED, WITH COVER. MINIMUM SIZE 4"X4"X1-1/2". SIZE PER NEC. DUPLEX GROUNDING TYPE CONVENIENCE OUTLET, CENTERED_ VERTICALLY 18" AFT FAULT INTERRUPTER. NEMA 5-20R. WHITE 'DECORA" STYLE. IG -0 DUPLEX CONVENIENCE OUTLET AS ABOVE, WITH ISOLATED GROUNDING LUG. RUN INSULATED AND ISOLATED GROUND TO MAIN SERVICE GROUNDING ELECTRODE SYSTEM. is QAIDRAPLEX RECEPTACLE, 20A GROLMIN& DUPLEX CONVENIENCE OUTLET AS ABOVE, CENTERED HORIZONTALLY 6" OVER COUNTER TOP OR WALL HUNG LAVATORY. EWC DUPLEX CONVENIENCE OUTLET AS ABOVE, MOUNTED BEHIND ELECTRIC WATER COOLER ENCLOSURE; COORDINATE ROUGH —IN HEIGHT. ® SPECIAL OUTLET AS NOTED `M17s SLY` ELECTRIC EXHAUST FAN OR OTHER MOTOR —OPERATED MECHANICAL EQUIPMENT; CONNECT ELECTRICALLY COMPLETE. ELECTRICAL PANELBOARD. SEE SCHEDULE AND RISER DIAGRAM. ® DRY —TYPE TRANSFORMER — SEE SCHEDULE. O CEILING MOUNTED LIGHTING OUTLET WITH FIXTURE, LAMPS) AND BALLAST (IF APPLICABLE). INSERTED OR ADJACENT LETTERS REFER i0 FIXTURE SCHED LE. 10 WALL MOUNTED LIGHTING AS ABOVE. SURFACE OR RECESS MOUNTED FLUORESCENT LIGHTING OUTLET AS ABOVE, WITH FIXTURE, LAMPS AND BALLAST. ® LIGHTING CONTACTOR; NUMERALS DENOTE AMPERE/POLE RATINGS. COIL VOLTAGE AS REQUIRED. ® PHOTOELECTRIC CELL LIGHTING CONTROL SWITCH, 18M WATT, 277VAC TYPE UNLESS NOTED OTHERWISE. WITH ADJUSTABLE SENSITIVITY. ® TIME CLOCK FOR LIGHTING CIRCUIT OR EXHAUST FAN CONTROL; CDNFIGURATION AS INDICATED, WITH ASTRONOMICAL DIAL AND SPRING BATTERY HACK —UP. FOR OUTDOOR LIGHTING CIRCUITS. MN-W' PUS WtTLN SWITCH CO PAT®LE WITH NECH-IELD LWING CQRACTTR TELEPHONE TERMINAL BACKBOARD, 4'X8'X3/4" PLYWOOD. PROVIDE TWO DUPLEX RECEPTACLES ON A DEDICATED CIRCUIT AND A 10' COIL OF /6 COPPER EXTENDED IN 1/2" CONDUIT TO THE MAIN ELECTRICAL SERVICE DISCONNECTS GROUND BUS. PAINT BOARD WITH ONE PRIME AND TWO GRAY FINISH COATS. WALL MOUNTED TELEPHONE/DATA OUTLET, 18" AFF UNLESS NOTED OTHERWISE. PROVIDE TELEPHONE COVER. RUN TWO (2) PULLSTRINGS UP IN WALL TO CEILING SPACE AND TIE TO BAR JOIST OR OTHER STRUCTURAL MEMBER. ® FLUSH MOUNTED FLOOR BOX AS ABOVE FOR TELEPHONE/DATA LINES. EMERGENCY BATTERY LIGHTS, SURFACE MOUNTED WITH UNIT MOUNTED AND OR REMOTE TUNGSTEN LIGHTING HEADS AS INDICATED. CONNECT TO CONTINU S (UNSWTTCHED) BRANCH CIRCUIT WIRING. LITHONIA QUANTUM ELM4TN OR EQUAL. ® WALL OR CEILING MOUNTED EXIT LIGHT WITH BATTERY BACKUP, DIRECTIONAL ARROWS AND FACES AS INDICATED. CONNECT TO CONTINUOUS (UNSWITCHED) BRANCH CIRCUIT WIRING. LITHONIA QUANTUM LQMSW3R 120/279ELN. EXIT LIGHT AS ABOVE WITH UNIT MOUNTED EMERGENCY LIGHTING HEADS. CONNECT TO CONTINUOUS UNSWITCHED BRANCH CIRCUIT WIRING. LITHONIA QUANTUM LHOMSW3R 120/ 77N OR EQUAL ® TELEVISION OUTLET WITH COVER PLATE, FLUSH —MOUNTED IN CEILING. ARRANGE FOR CABLE SERVICE AND PRE —WIRING WITH SERVING CABLE TV CO. AFF ABOVE FINISHED FLOOR BFS BUILDERS FIRST SOURCE ml No. 32320 T1 STATE OF ck W W V V) z 0 'm 1__L w LO CT) IN CID o -'t 00 02co O CM zFri x W ; o CQ m as v � C\2 I --I L." • U L/1 W u�u 1� U rO rrA v! Wa V � n L.L C Q Q 1� LJJ W L1- 04082 09/27/04 DESIGNED: JJ DRAWN: JJ CHECKED: GBR APPROVED: GBR m FINAL DRAWING TRUSS PUNT EQUIPMENT SCHEDULE A `5bHP S(4) (2)� — 3 HP, (2) — ? HP, (2> - 1130HP. Etc B Lumber Live Deck 460/3 HP/10 Amp C ASI Floor Truss Web Sow FWA 500 460/++/60 Amp (5) — 3 HP, (1) — 1 HP, (1)—?HP D Mitek Roof Truss Tracker Gantry Roller 460/10 HP/25 Amp E M'rtek Finish Roller 460 10 HP/20 Amp F Inside Roof Truss Transfer Rollers 460%7 % HP/15 Amp (15) — N HP/1 Amp Motors Set—up on (3) Circuits G Outside Transfer Rollers 460/7 % HP/15 Amp Same as above? I Mask Floor Trues Gantry 460/10 HP/25 Amp M Apolo/Speed Cut Centerline Saw 460/5 HP/20 Amp Q Roof Truss Gantry (Small Trusses) Drpressor 10 P/40 Amp T Dryer 460/77t/20 Amp U Virtek Projection System (4-6) Heads 120/71/20 Amp V Dewolt (121 Mime Box Sow 120/71/20 Amp Y Mitek Floor Truss Splicer 460/2 HP/20 Amp Z TCT Saw 460/3 HP/15 Amp PANEL 'M': 600A, 480/277V, 30, 4W., W/MLO. SERVICE RATED SURFACE MOUNTED. SQ-D 'I -LINE' OR EQUAL # LOAD SERVED BKR. WIRE WIRE BKR. LOAD SERVED # MITEX CABER SAW (A) 100/3 #2 #8 40/3 DUST COLLECTOR (W) 1 2 LUMBER LIVE DECK (8) 10/3 #14 #12 20/3 MITEK SPLICERFLOORTRUSS4 3 WEIBFLOOR (C)TRUSS SAWROOF 60/3 #6 #12 15/3 TCT SAW (Z) 5 6 TRUSS TRACKER GANTRY ROLLER (D) 25/3 #10 #12 15/3 TCT SAW (Z) 7 8 GANOTRYRUSS ROLLER (D)ER 25/3 #10 #10 25/3 GANTRFLOOR1)TRUSS 9 10 ROOF GAN RYRUSS ROLLERA(D)ER 25/3 #10 + + SPACE 11 12 ROOF TRUSS TRACKER GANTRY ROLLER (D) 25/3 #10 #12 20/3 MITEK FIN. ROLLER (E) 13 14 PANEL 'A' 150/3 1�0 #12 20/3 MITEK FIN. ROLLER (E) 15 16 PANEL 'B' 150/3 1�0 K2 100/3 TRANSFORMER 17 18 SPACE --- --- 1 �0 150/3 PANEL 'C' 19 20 SPACE - - - - - - SPACE 21 22 # TRUSS LER (G) 2 4 6 TRUSS LER (G) 8 10 12 TRUSS LFR (G) 14 16 18 CUT W (M) 20 22 24 )R (S) 26 28 30 32 34 36 38 40 42 TENANCE "UNTAINE�EE 40' 8' I E13 Plant Offices 60' x 26' C19,21,23 h A Q 1r D28,30 LLJ r U M3 �( 3 LJ a pq U �ffi LE rfT g,.: M6 C13,15,17 M1 LUMBER LUMBER & JUNK TRUSS TABLE E10 FOR IN OFFICE AREA M16 D26 PANEL 'B' 150A, 480Y/277V, 30, 4W., W/MLO SURFACE MOUNTED. SQ-D 'NQOD' OR EQUAL # LOAD SERVED WIRE BKR. LOAD SERVED # 1 LIGHTING #12 20/1 LIGHTING 2 3 LIGHTING J20/1#12 #12 20/1 LIGHTING 4 5 LIGHTING #12 20/1 LIGHTING 6 7 LIGHTING #12 20/1 LIGHTING CONT. 8 9 OUTSIDE LIGHTING SPACE 10 11 OUTSIDE LIGHTING 20/1 #12 12 13 SPACE 14 15 116 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 15' Overhang LUMBER LUMBER LUMBERffLUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER WMBER LUMBER LUMBERC25 7 29 LUMBER :Wi r Lr tolklilli-11i III DO PST R FUTURE EQUIP, O IRT (� D E9 SA � FUTURE U[P. 3 ES LOC OC LOC S FLOUR TRUSS CORDS LOCK LUMBER LOC UC FLOUR TRUSS CORDS LJ D MS ,!� b1(I } LOC UC S FLOOR TRUSS LORDS FLOOR TRUSS CORDS lJ K(DIFLOOR TRIMS MA LQc LUc Qc M LLE14N jTkak I SPLICER E10 FLOOR TRUSS BUNK E6 , E4 Li E DO PST R — — A7,9,1 A13, ,17 111 � 1 ❑F RU S G T T E 14 R F G RY 3� E5 r' A32,34,36 PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATES PLATE S(PLATES PLAT S 15' Overhang PANEL 'C' 150A, 480Y/277V, 30. 4W., W/MLO SURFACE MOUNTED. SQ-D 'NQOD' OR EQUAL # LOAD SERVED BKR. WIRE WIRE BKR. LOAD SERVED # 1 ROOF TRUSS TRACKER GANTRY ROLLER (D) 25/3 #10 #12 15 3 / INSIDE ROOF TRUSS ) TRANSFER ROLLER (F). 2 3 4 5 6 7 TRUSSTRACKER GANTRY (D)ER 25/3 #10 #12 15/3 INSIDE NNSFER ROLLER (F)* TRANSFER 8 10 11 12 13 MITEX CYBER SAW (A)' 00/3 #2 #12 15/3 JNSIDE R OOF TRUSS ROLLER (F)* 14 15 16 17 78 19 (UMBER LIVE DECK (B)" 10/3 #10 #12 20/3 OUTSIDE ROOF TRUSS TRANSFER ROLLER (G)* 20 21 22 23 24 25 MITEK FIN. ROLLER (E)' 20/3 2 #12 20/3 OUTSIDE ROOF TRANSFER ROLLER U(G)* 26 27 28 29 30 31 'PACE #'> 20/3 TRUSSOUTSIDE ROOF TRANSFER ROLLER (G)_ 32 33 34 35 36 37 ;FACE SPACE 38 39 40 411 42 IUTURE Al Al AI AI N1. _ h) h) .A1 Al A► Al A! C26,28,30 2,34,36 ROOF TRUSS BUNK ROOF TRUS BHN TRUSS BUN14 ROOF TRUSS BUNK ROOF TRUSS BUNK ROOF TRUSS BUNK ru A8,110,112 ,00F TRUSS B NK ROOF TRUSS BUNK PANEL 'D' 225A, 20BY/12OV, 30. 4W., W/MLO SURFACE MOUNTED. SQ-D 'NQOD' OR EQUAL # LOAD SERVED BKR. WIRE WIRE BKR. LOAD SERVED IF 1 AH-1 60/2 #6 #10 40/2 CU-1 2 3 4 5 AH-2 60/2 #6 1 #10 50/2 1 CU-2 1 6 71 8 9 WATER HEATER 30/2 #10 #12 20/11 APPLIANCE 10 11 1 1 1 APPLIANCE 12 13 VENDING 20/1 #12 REFRIGERATOR 14 15 VENDING FAX 16 17 LIGHTING/RECEPT. BATHROOM 18 19 BATHROOM 20 21 EWC 22 23 COPIER 24 25 SHOP RECPT. 26 27 SHOP RECPT. 28 29 #12 20/1 SHOP RECPT. 30 31 SPACE 32 33 34 35 36 37 LIGHTING/RECEPT 20/1 #12 #2 4 100/3 PANEL 'E' 38 39 IRR. PUMP * + * 40 41 42 + VERIFY PRIOR TO INSTALLATION. TRUSS PLANT EQUIPMENT PLAN 1/16" - V-0" PANEL 'E' 100A, 208Y/12OV, 30, 4W., W/MLO SURFACE MOUNTED. SQ—D 'NQOD' OR EQUAL # LOAD SERVED BKR. WARE WIRE BKR. LOAD SERVED # 1 12" MITER SAW (V) 20/1 #12 #12 20/1 12" MITER SAW (V) 2 3 12" MITER SAW (V) 20/1 J12 #12 20/1 12" MITER SAW (V) 4 5 VIRTEK (U) 20/1 #12 #12 20/1 VIRTEK (U) 6 71 VIRTEK * 20/1 1 #12 #12 20/1 12" MITLR SAW 8 9 12" MITER SAW * 20/1 #12 #12 20/1 12" MITER SAW (V) 10 11 MAINT. CONTAINER 20/1 #12 SPACE 12 13 MAINT. CONTAINER 20/1 #12 1 14 15 SPACE 16 17 18 191 20 21 22 23 24 25 26 27 28 29 30 O z C) z !0 V l W GF- B t lFl�' C No. 32320 STATE OF • Z` W W 00 z 0 0 02 z w C\2 zco E� rxn 03 co co Cn C2 0 � • U z W N U 'O'^^ ® V1 w Q O LL_ UD � VN 1� Q LL LL zLLJ Q W LLJ fZ m Li 04082 09/27/04 DESIGNED: JJ DRAWN: JJ CHECKED: GBR APPROVED: GBR * FUTURE EQUIPMENT E8 D1 REVISED TRUSS PLAI1= AND PANELS II/4/04 MAI T O CONTAINER X 8' Plant Offices 60' x 26' -v- LUMBER LUMBER LIGHT FIXTURE SCHEDULE 7 E2 FOR FIXTURE TYPE I 2 B2,4 -v- I 15' Overhang LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER B9,11 LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER LUMBER I O IRTEK - .- M' 11 DUE U PST R Ll III! I nil, milli Will 0101:1111 til,111,1111) Auli, CIO ICH ➢U PST R LUMBER LUMBER LUMBER " CUMBER LUMBER LUMBER LUMBER LUMBER LUMBERL LUMBER LUMBER LUMBER 30' Overhang T Illi�lllil�i'llll!ills.iilif'Ill llll � ill!�IIIIIIco ROOF XRUSS BUNK T ROOF USS lilill' liBUNK illllll ROOF TRUSS BUNK LUMBER LUMBER I I LUMBER LUMBER LUMBER LUMBER u T LUMBER LUMBER LUMBER LUMBER LUMBER MOW MH PLUMBER 2 FIXTURES LUMBER LUMBER LUMBER LUMBER LUMBER ROOF TRUSS BUNK ROOF TRUSS BUNK ROOF TRUSS BUNK z O W z 02 It Go U o 0 z �CQ o W C7 W x U ^ cQ CQ O C 0 O LL L� z w Q w C-3 U-i m �- TRUSS PLANT LIGHTING PLAN o4oa2 09/27/04 1/16' = r-o- A DESIGNED: JJ A DRAWN: JJ 0CHECKED: GBR CAPPROVED: GBR E 9 DREVISE TRUSS PLANT LIGHTING II/4/04 1,25'C,4#2,#6 GND DRY -TYPE TRANSFORMER SCHEDULE 75 KVA, 480 VOLT,30,3W DELTA PRIMARY, 208Y/120 VOLT,30,4W SECONDARY. SQUARE D 75T3HF OR EQUAL. 2,5'C,4#4/0,#4 TRUSS PLANT LIGHTING PLAN 1/4" = 1*-0" 8-POLE,30A,277V MECHANICALLY -HELD LIGHTING CONTACTOR IN NEMA-1 ENCL. 2'C,4#1/0,#6 GND 3.5'C,4#500KCMIL,#2/0 SERVICE ENTRANCE EQUIPMENT VERIFY LOCATION NOTE: ALL CONNECTIONS IN GROUNDING SYSTEM SHALL BE CADWELD, ELECTRICAL NO SCALE RISER DIAGRAM BY UTILITY, METER AS DIRECTED BY FP&L tlO'X3/4'0 COPPERCLAD STEEL ROD ELECTRIC FLUSH VALVE, FAILURE TO PROPERLY POSISTION THE ELECTRICAL BOXES TO THE PLUMBING ROUGH —IN WILL RESULT IN IMPROPER INSTALLATION AND IMPAIR PRODUCT PERFORMANCE. COORDINATE WITH PLUMBER THE PROPER LOCATION AT ROUGH —IN. FLOOR PLAN 1 /4" = 1'—O" 1D REVISION OFFICE CHANGES II/4/04 FA No. 32320 STATE OF z 0 w a' Go 0 0 0 1 CQ ea 02 co w U Z H U r O � � J LL O o LL C/D U) Q zLL5 Q W C-3 � LL, L� 04082 09/27/04 DESIGNED: JJ DRAWN: JJ CHECKED: GBR APPROVED: GBR i TO UTILITY, METER AS DIRECTED BY FPAi ,E, I/MAIN DISCONNECT 1 PANEL 'M' PANELS I I, TRUSS BUILDING f3 s.IX1D SF) , CO ss RUN WIRE, s C?>-- USEslue ERE LONG SWEEP ELBO 0 DIRECTED IBY OWNER , / PANEL 'D' � IRRIGATION PUMP BY OWNER VERIFY LOCATION Fn 0 30 60 ( IN FEET) 1 ch = 60 ft. 1 C ,rs FENCE _._._..._ N89'44'38"E 1366.71' (C) PROJECT BOUNDARY FUTURE BUILDING B.2 1. i(( N 3' CONDUIT WITH PULL WARE. ' /p LONG SWEEP ELBOWS / UP IN BUILDINGS WHERE / TIED BY OWNER �._._.._� .... .. _.�_.. 2 {{"� -._�� RUN 3' WIT WITH PILL USE_LON SWEEP ELBOYWSS BO DiNG R,l v \ 1 t +,_s SYi PANEL 'S1' \ \ \ ss \ss FUTURE `ss ryi BUILPING S. RUN ss FOR STUI s w w w Tw _w w w- w�w w DIRECT \ Ss ss s FM xs w w w w w w .Q--- UD — UD U➢ / w w 2' I E 1172,38' PROJECT BOUNDARY UP TO WIRE, FM PANEL 'B' I _ ss w—w - SS � SS RE.MAIN BUILDING �I PANEL 74 O 0 O m I 3-02 W/6 GRD. (2) 3'C, 4-250<CMILW 1/0 GRO. (AL'--� W \ \ \ \ ti ANEL 'B' / PANEL 'A' RUN ((2) 2' CONDUIT W H PULL FOR CCTW AND GATE r JNTROLS STUB UP IN BUILDING WHERE,, DIRECTED BY OWNER UB UP AT GATE WHERE 0 o PANEL 'C' • PANEL 'E' REBAR BUILDING —.� DISCONNECT _N r PANEL V / \� d ��• / PANEI . � MAIN BUILDING DISCONNECT ImUTILITY, METER AS DIRECTED BY FP&L I VEL 'D' r STUB UP TO E JUNCTION BOX 'N� GATE. VERIFY L a FM FM —FM —FM M - 0 3 I � I w w D u qrs No. 32320 STATE OF U) z 0 U) w ry e cn rti t` W C IA o � z d' O OD O � W C7 � z 0 � -aCQ cv DO 0) t!� W " W Z 02 0 O E-1 w U n 44, �, w ,: I A O O z � Q w w m 04082 09/27//27/04 DESIGNED: GBR DRAWN: GBR CHECKED: GBR APPROVED: GBR FINAL DRAWING Ett