REMOVE EXIST. SLAB. INSTALL NEW 12" CONCRETE SLAB REINFORCED WITH 6X6 W2.1XW2.1 WWF CONCRETE SLAB CONTROL JOINT SEE TYP. DETAIL (TYP.
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1 INSTLL NW " ONRT X W.XW. WWF N. Lincoln Street Wilmington, 90 0'- /" ONRT SL ONTROL JOINT S TYP. TIL INSTLL NW " ONRT X W.XW. WWF (P) 0.. (F) 0.. abhagen@h.com ONSULTNTS aker, Ingram & ssociates Structural ngineers ast Main Street Newark, 9 Gipe ssociates Mechanical/lectrical ngineers 9 rooks rive aston, M 0 '- /" '- /" ONRT SL ONTROL JOINT S TYP. TIL 0 9 ivil ngineers John Milner rchitects Historic Preservation onsultant 0 Miller Road Wilmington, 90 0 Lakeview rive hadds Ford, P 9 R.Robinson Landscape rchitects, Inc Landscape rchitect 0 ancroft Mills Road Wilmington, 90 '- /" '- /" PROJT RNOVTIONS TO TH HOWR HIGH SHOOL of THNOLOGY 0 ST th STRT WILMINGTON, LWR 90 INSTLL NW " ONRT X W.XW. WWF INSTLL NW " ONRT " O.. H WY TOP & OTTOM (T NW LVTOR PIT) OWNR NW STL OUNTY VOTIONL THNIL SHOOL ISTRIT NWPORT RO WILMINGTON, LWR 90 0//0 P- NUM # 0//0 PHS - FOR I 0//0 ISSU FOR PRMIT MRK T SRIPTION PROJT NUMR: 0 9 FIL NM: RWN Y: HK Y: S-0 FOUNTION PLN - MIN UILING /" = '-0" The professional services of H rchitects, Inc. are undertaken for and performed in the interest of The New astle ounty Vocational Technical School istrict. No contractual obligation is assumed by H rchitects, Inc. These documents are owned by H rchitects, Inc. and shall not be used without written permission. opyright H rchitects, Inc. c 0 FOUNTION PLN NOTS. OTTOM OF LL XTRIOR FOOTINGS R TO -'-0" MINIMUM LOW FINISH GR. STP FOOTING S RQUIR.. TOP OF LL INTRIOR FOOTINGS R TO -0'-" LOW FINISH FLOOR UNLSS NOT OTHRWIS THUS (-#'-#").. PROVI () # X '-0" LONG IGONL RS T LL R-NTRNT SL ON GR ORNRS.. LL NW INTRIOR MU PRTITION WLLS TO HV THIKN SL UNRNTH. RFRN RHITTURL RWINGS FOR XT LOTION N QUNTITY. RFRN TYPIL TIL. FOR SIZ N RINFORMNT OF THIKN SL.. RFRN TYPIL TILS ON SHT S-0.. RFRN RHITTURL RWINGS FOR IMNSIONS N LVTIONS NOT SHOWN.. RFRN RHITTURL RWING -0 FOR ITIONL SL MOLITION NOT SHOWN. SHT TITL FOUNTION PLN - MIN UILING S-0
2 F.0 N. Lincoln Street Wilmington, 90 INSTLL NW " ONRT X W.XW. WWF '- /" F.0 NW " ONRT SL ON GR RINFOR WITH X W.XW. WWF RMP) (P) 0.. (F) 0.. abhagen@h.com ONSULTNTS '-0"x'-0" ONRT FOUNTION '-" I. ONRT SONOTU ) LXX/ OLUMN ) 0 '- /" ONRT SL ONTROL JOINT S TYP. TIL '- /" N '- /" F.0 '- /" INSTLL NW " ONRT X W.XW. WWF '- /" F. STP FTG. '-0" N 9 N F.0 F. RILL & OWL LONGIT. RINF. " INTO XIST. FOOTING. VRIFY LVTION IN FIL '- /" '- /" F. F. aker, Ingram & ssociates Structural ngineers Gipe ssociates Mechanical/lectrical ngineers ivil ngineers John Milner rchitects Historic Preservation onsultant ast Main Street Newark, 9 9 rooks rive aston, M 0 0 Miller Road Wilmington, 90 0 Lakeview rive hadds Ford, P 9 R.Robinson Landscape rchitects, Inc Landscape rchitect 0 ancroft Mills Road Wilmington, INSTLL NW " ONRT X W.XW. WWF '- /" '- /" F. NW " ONRT SL RINFOR WITH X W.XW. WWF. PL ON # STON OWN TO XIST. FINISH GR F. F.0 INSTLL NW " ONRT X W.XW. WWF F. MO XIST. WLL OWN TO " LOW NW SL LVTION NW LVTOR PIT FOUNTION. ONTRTOR TO XPOS XIST. FOUNTIONS FOR NGINR'S RVIW TO TRMIN IF UNRPINNING IS NSSRY RILL & OWL LONGIT. RINF. " INTO XIST. FOOTING. VRIFY LVTION IN FIL NW " ONRT SL RINFOR WITH X W.XW. WWF '- /" '- /" '- /" RILL & OWL LONGIT. RINF. " INTO XIST. FOOTING. VRIFY LVTION IN FIL NW " ONRT SL ON GR RINFOR WITH X W.XW. WWF NW " ONRT SL ON GR RINFOR WITH X W.XW. WWF RMP) '- /" F.0 F.0 N '-" F.0 PROJT RNOVTIONS TO TH HOWR HIGH SHOOL of THNOLOGY 0 ST th STRT WILMINGTON, LWR 90 OWNR NW STL OUNTY VOTIONL THNIL SHOOL ISTRIT N F.0 NWPORT RO WILMINGTON, LWR 90 '- /" ONRT SL ONTROL JOINT S TYP. TIL NW " ONRT SL ON GR RINFOR WITH X W.XW. WWF = '- /" F.0 F.0 NW " ONRT SL ON GR RINFOR WITH X W.XW. WWF = '- /" F.0 INSTLL NW " ONRT X W.XW. WWF (SSUM '-0" OF OMPT FILL) '- /" 0//0 P- NUM # 0//0 PHS - FOR I 0//0 ISSU FOR PRMIT MRK T SRIPTION PROJT NUMR: 0 FIL NM: RWN Y: HK Y: The professional services of H rchitects, Inc. are undertaken for and performed in the interest of The New astle ounty Vocational Technical School istrict. No contractual obligation is assumed by H rchitects, Inc. S-0 FOUNTION PLN - NNXS /" = '-0" FOUNTION PLN NOTS FOOTING SHUL These documents are owned by H rchitects, Inc. and shall not be used without written permission. opyright H rchitects, Inc. c 0 SHT TITL FOUNTION PLN - NNXS. OTTOM OF LL XTRIOR FOOTINGS R TO -'-0" MINIMUM LOW FINISH GR. STP FOOTING S RQUIR.. TOP OF LL INTRIOR FOOTINGS R TO -0'-" LOW FINISH FLOOR UNLSS NOT OTHRWIS THUS (-#'-#").. PROVI () # X '-0" LONG IGONL RS T LL R-NTRNT SL ON GR ORNRS.. LL NW INTRIOR MU PRTITION WLLS TO HV THIKN SL UNRNTH. RFRN RHITTURL RWINGS FOR XT LOTION N QUNTITY. RFRN TYPIL TIL. FOR SIZ N RINFORMNT OF THIKN SL.. RFRN TYPIL TILS ON SHT S-0.. RFRN RHITTURL RWINGS FOR IMNSIONS N LVTIONS NOT SHOWN. MRK F.0 F. SIZ '-0" X ONT. '-" X ONT. THIK '-0" '-0" RINFORMNT () # LONGIT. & " O.. TRNSV. () # LONGIT. & " O.. TRNSV. S-0
3 LXX/ (LLV) UNR QUIPMNT URS. S TIL /. PROVI JOIST RINFORMNT S RQUIR PR TIL / N. Lincoln Street Wilmington, 90 (P) 0.. (F) 0.. abhagen@h.com ONSULTNTS aker, Ingram & ssociates Structural ngineers ast Main Street Newark, 9 Gipe ssociates Mechanical/lectrical ngineers (RIPPL) X0. MX0. MX0. MX0. X. (RIPPL) X0. MX0. X. X. X0. (RIPPL) I() I.() I() I.() I() 0G() I.() I() I.() I() I.() 0 WX /" LIGHTWIGHT ONRT ON " G. MTL K ( /" TOTL THIKNSS). RINFOR W/ X W.xW. WWF. TOP OF SL LVTION = 0'- /" UNR NW WLL OV. TOP OF STL=- /" XIST. FRMING TO RMOV INFILL W/ RIK TO MTH XIST. XIST. WLL TO RMOV WX W/ /" PLT OPN FOR STIR ivil ngineers John Milner rchitects Historic Preservation onsultant 9 rooks rive aston, M 0 0 Miller Road Wilmington, 90 0 Lakeview rive hadds Ford, P 9 R.Robinson Landscape rchitects, Inc Landscape rchitect 0 ancroft Mills Road Wilmington, 90 WX I() I() 0G() I() I() I() XIST. WLL TO RMOV /" LIGHTWIGHT ONRT ON " G. MTL K ( /" TOTL THIKNSS). RINFOR W/ X W.xW. WWF. TOP OF SL LVTION = 0'- /" OPN FOR LVTOR 0G() PROJT I.() I.() I.() I.() I.() /" LIGHTWIGHT ONRT ON " G. MTL K ( /" TOTL THIKNSS). RINFOR W/ X W.xW. WWF. TOP OF SL LVTION = 0'- /" RNOVTIONS TO TH HOWR HIGH SHOOL of THNOLOGY 0 ST th STRT WILMINGTON, LWR 90 0 G() 0X.() 0X.() I.() I.() I.() " G. " O.. OWNR NW STL OUNTY VOTIONL THNIL I.() I.() I.() SHOOL ISTRIT 9I0.() 9I0.() 9I0.() 9I0.() 9I0.() 9I0.() 0I.() 0I.() 9I0.() 9I0.() NWPORT RO WILMINGTON, LWR 90 I.() I.() I.() 0//0 P- NUM # 0//0 PHS - FOR I 0//0 ISSU FOR PRMIT MRK T SRIPTION PROJT NUMR: FIL NM: RWN Y: HK Y: 0 The professional services of H rchitects, Inc. are undertaken for and performed in the interest of The New astle ounty Vocational Technical School istrict. No contractual obligation is assumed by H rchitects, Inc. SON FLOOR/LOW ROOF FRMING PLN - NNXS These documents are owned by H rchitects, Inc. and shall not be used without written permission. opyright H rchitects, Inc. c 0 SHT TITL S- /" = '-0" SON FLOOR/LOW ROOF FRMING PLN - SON FLOOR FRMING PLN NOTS NNXS. PROVI LINTLS ORING TO STRUTURL NOTS N LINTL SHUL.. RFRN TYPIL TILS ON SHTS S-0.. RFRN RHITTURL RWINGS FOR IMNSIONS N LVTIONS NOT SHOWN. S-
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PROPOSED REPLACEMENT STRUCTURE: CMU BLOCK SHED BUILDING AND APPROX 30' LF OF FENCE REPAIR/REPLACEMENT. FLOOR AREA = 854 SF ROOF AREA = 1158 SF
200 SILVR LN PROJT INFORMTION PROJT SRIPTION: (x) RPLMNT STRUTUR FOR (2x) SHS LOST TO RSON. NO HNG OF US PROPOS RPLMNT STRUTUR: MU LOK SH UILING N PPROX 30' LF OF FN RPIR/RPLMNT. FLOOR R = 854 SF ROOF
hat channel purlins B SCREW PATTERNS: DOUBLE SCREW PATTERN ON UPPER AND LOWER ROOF PURLINS (FOR ROOF PANELS).
6.2.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524 3.2 +3.920 +3.094 note: dimensions including sheet metal transparent polymer panels, glass fiber enforced roof metal panel +3.920 +3.094
February 9, Bid Opening Date: February 13, 2018 February 20, 2018
ebruary 9, 0 OR O OUNTY OMMISSIONRS ORNG OUNTY, LORI Y--T / NUM # STRN RGIONL WTR SUPPLY ILITY IMPROVMNTS PHS III id Opening ate: ebruary, 0 ebruary 0, 0 This addendum is hereby incorporated into the bid
COVER & SHEET INDEX. Pico-Union Mixed-Use Project 1659 W 11th St, Los Angeles, CA ARCH 405aL FALL 2015 NICK HALSEY SHEET INDEX
NO. TITL INX RH 405aL LL 205 Pico-Union Mixed-Use Project 659 W th St, Los ngeles, 9005 60 OVR & INX 602 PROGRM UL IGRM 603 STRUTURL LULTIONS (GRVITY) 604 STRUTURL LULTIONS (WIN) 605 LVL 2 STRUTURL RMING
THROUGH WALL PARAPET SCUPPER WITH METAL CONDUCTOR HEAD AND DOWNSPOUT OVERFLOW AT PARAPET THROUGH WALL SCUPPER WITH COWS TONGUE MT-02
1 2'-0 1/2" 23'-3 1/2" WHIT TPO ROOF MMRN, UNO. MTL GUTTR WITH OWNSPOUT UPPR ROOF PLN SL: 1/8" = 1'-0" 19'-10 1/2" 3'-5 1/2" FRI WNING 1-101 FRI WNING 1'-0 1/2" SLOP: 1 4" / FT 22'-3 1/2" SLOP: 1 4" /
CENTERVILLE CHLORAMINE BOOSTER STATION GOOCHLAND COUNTY DEPARTMENT OF PUBLIC UTILITIES G1.0. Drawing Index GENERAL CENTERVILLE CHLORAMINE
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MIT CENTER FOR TRANSPORTATION & LOGISTICS April - October 2017
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KV rchitecture Interior esign Landscape rchitecture ngineering oarman 343 South earborn Street isher uilding, Suite 3 hicago, IL 60604 Telephone: 3.279.0470 O ONSULTNTS LRT V PRKING NTRN PRKING XIT PRKING
10' WATER EASEMENT. 1'x16' WATER EASEMENT. 1'x16' WATER EASEMENT. 5'x10' WATER EASEMENT 5'X10' WATER EASEMENT 5'X10' WATER EASEMENT
5 6'x10' WTR 1'x27' WTR 5'x5' WTR MOT 6 LVL + (NON-OSHP) - OUPNY WOMNS NTR 2 LVL + L - 01043 SP4 10' WTR HOSPITL MPUS PRIMTR 5 UTILITY TUNNL SISMILLY SPRT, NO SP NUMR XISTING NTRL PLNT TO MOLISH NTRL PLNT
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PARKWAY HOMES T1.0 DRAFTING SYMBOLS ABBREVIATIONS SHEET INDEX KCHA ZONING ANALYSIS BID SET 3970 W LAKE SAMMAMISH PKWY NE APPLICABLE CODES COVER SHEET
PRKWY HOMS - WINOWS & OORS RFTING SYMOLS RVITIONS & L @ # () L N NGL T IMTR POUN OR NUMR XISTING NTRLIN.. V T U J FF LT LUM PPROX NHOR OLT OV IR ONITIONING OUSTI ILING TIL IR ONITION UNIT JUSTL OV FINISH
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AREA MAP ABBREVIATION
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CUSTOMER COPY PCB LAYOUT RECOMMENDED E D B .075[1.90] SEE NOTE 13 2X THRU C INSERTION DEPTH
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C-1 Bar Measures 1 inch
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TAO LEE A1.0 PAULO OFFICES - NASHVILLE. associates. Nashville, TN Ambrose Ave RENOVATION EXTG FLOOR PLAN SCHEMATIC DESIGN
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GIGIT MGNTI JK x L MOLX -XXXX WW YY Z FRONT VIW NON L VRSION P/N -00 NOTS: - SHIL MTRIL: STINLSS STL (GROUN PINS R SOLR IPP) - PLSTI MTRIL: PT, LK, UL V-0 - RJ TRMINLS MTRIL: OPPR LLOY ONTT PLTING: 0.
4 POL 4 POL 8 POL 8 POL. CONNECTOR SPECIFICATION / Steckverbindungs-Eigenschaften L =[mm] see table TABLE 1
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POL 0.0 L =[mm] see table. POL 0/0/0 00 URGR 0/0/0 RUNS NO: RWN: HK': PPR: RV M x.. M x. POL POL ONNTOR SPIFITION / Steckverbindungs-igenschaften 0V / VOLTG RTING/etriebsspannung 0V / FORMT: tb-prod- RVISION:
C-1 Bar Measures 1 inch
5/28/2013 6:41:36 PM - P:\IR\08309\200-08309-13002\\MOLFILS\R 2 ONFORM\R 2 WGS\FINL SIGN\SW6-2-1-PS558.WG - MIHL N. TISO www.johnsonengineering.com 2122 JOHNSON STRT FORT MYRS, FLORI 33902 PHON: (239)
ISOMETRIC VIEW SCALE: 1/2
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DRAWING APPROVAL SHEET
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15'-0" 99'-5 1/2" 84'-5 1/2" ALLEY PROJECT DESCRIPTION 3-STORY OFFICE BUILDING WITH A ROOFTOP LUNCH ROOM AND EATING AREA.
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GROCERY OUTLET (SHELL PACKAGE)
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X State of alifornia. Department of General Services DIVISION OF TH STT RHITT 1515 lay Street, Suite 1201.Oakland, alifornia 94612 Ph. (510) 622-3101.Fax (510) 622-3140 www.dsa.dgs.ca.gov New Resubmittal
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ryogenic Triple Feedthru NOT: FLNGS (PRTS 5 N 5) MUST LIGN S SHOWN WITH.250 I. OWL HOLS N LIFT HOLS T TH TOP. TIG Welding (Outside) TIG Welding (Inside) Stack Port TIG Welding (Outside) TIG Welding (Outside)
CK2 PCB LAYOUT: COMPONENT SIDE RECOMMENDED PCB THICKNESS: 1.57/ /.016M A B C AT TIP 0.25/.010M A B C 0.05/.002M A B 1 OF 5 DIM A DIM B CKTS
S IM IM.0.0 RF..0 S NOT 0./.0M T TIP L RF 0.... TIN GOL P RF M ± 0. ±.0 NOTS:. MTRIL: NYLON, UL V-0, OLOR: WHIT. FINISH: = OVRLL RFLOW MTT 0.0/.0000 MIN. OVR 0.00/.0000 MIN. NIKL = OVRLL MTT 0.0/.0000
DOUBLE ENVELOPING WORM GEAR SETS
OUL NVLOPIN WORM R STS 172 one rive Product atalog and ngineering Manual ouble nveloping Worm ears & Speed Reducers ontents one rive ear Sets...173 one rive ear Sets - Tables of acklash... 174 one rive
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HTSHRINK HOUSING K OVR PLUG SL RPTL WGLOK (TP) K SL PLUG HOUSING RPTL HOUSING PLUG WGLOK (TP) K OVR RLS STTUS P RLS T.0.0 0:: FORMT: tb-prod- RVISION: F T: 0// HTSHRINK HOUSING NOTS:. S SHTS - FOR UNSPIFI
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Permit Set September, 4 207 New Residence GNRL NOTS OD. TH GNRL ONTRTOR SHLL NOTIFY TH RHITTS OF LL DISRPNIS TWN ONSTRUTION DOUMNTS ND XISTING ONDITIONS. 2. TH GNRL ONTRTOR SHLL OMPLY WITH LL FDRL, STT,
ES100 plus. 550mm WIDTH. 813mm BASE LENGTH. 933mm SLIDE TRAVEL LOWERS. 290mm. 738mm TRAY LENGTH. 390mm TRAY WIDTH
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