The URL can be used to link to this page

Home My WebLink AboutBidSet-2009 - COMMERCIALKEYLINK SCH�DUL� �Y ALPbA�ET KL SSN DESCRIPTI❑N ( SSN DESGRIPTI�N (E) -- -- -- EXISTING A SSN DESCRI�TIBN AAL O5 50 00 ALUMINUM ACCESS LADDER ABV -- -- -- ABOVE ACC 32 13 13 ACCESSIBLE CURB CUT ACL 10 14 00 ALUMINUM CAST LETTERS ACw OB 44 13 ALUMINUM CURTAIN WALL ACyJP OB 44 13 ALUMINUM CURTAIN WALL PANEL ADA -- -- -- AMERICANS yJ/DISABILITIES ACT ADJ -- -- -- ADJUSTABLE ADMIN -- -- -- ADMINISTRATIDN AFC 03 30 00 ARCHITECTURAL FINISH CONCRETE AFF -- -- -- ABOVE FINISH FLDOR AFP 10 75 00 ALUMINUM FLAGPOLE AIB 06 16 DO AIR INFILTRATIDN BARRIER ALT O1 23 OD ALTERNATE AP 32 12 16 ASPHALT PAVING APC 09 51 13 ACDUSTICAL PANEL CEILING APCSS 09 51 13 APC SUSPENSION SYSTEM ASF 08 41 13 ALUMINUM STOREFRONT ASFP 08 41 13 ALUMINUM STOREFRONT PANEL ASFW OS 41 13 ALUMINUM ST�REFRONT WINDOW ASRD OS 31 00 ACDUSTICAL STEEL RDOF DECK ATB 32 12 16 ASPHALT TREATE➢ HASE AVE -- -- -- AVENUE B SSN DESCRIPTIBN B/ -- -- -- BOTTOM �F HATI 07 21 00 BATT INSULATIDN BC 12 35 50 BASE CABINET BC 31 20 00 BASE C�URSE BDP 07 1P 13 BITUMIN�US DAMPPRODFING BF 32 13 13 BR�OM FINISH BLDG -- -- -- BUILDING BLKG -- -- -- BL�CKING B0� OS 50 00 BOLLARD BOT -- — -- B�TTOM BP 07 41 13 BUILDING PAPER CMRP) BR 12 93 00 BICYCLE RACK F SSN DESCRIPTIDN F&SM 07 62 00 FLASHING & SHEET METAL FAWP 07 14 16 FLUID APPLIED WATERPRDOFING FCIC -- -- -- FURNISHED/CONTRACTOR INSTALLE➢/CONTRACTOR FD 22 40 DO FLDOR D4AIN FDN 03 30 OD FDUN➢ATION FDS 03 64 16 FDUNDATIDN DRAINAGE SYSTEM FECR 10 44 13 RECESSED FIRE EXTINGUISHER CABINET FF 33 64 16 FILTER FABRIC (FDS) FFE -- -- -- FINISH FLO�R ELEVATION FFLR -- -- -- FINISH FLODR FGR 31 20 00 FINISH GRADE/GRADING FH -- -- -- FRAME HEIGHT FH 33 00 00 FIRE HYDRANT FIN -- -- -- FINISH FLR -- -- -- FL�OR FM 33 00 00 FILTER MATERIAL FOF -- -- -- FACE OF FINISH FDIC -- -- -- FURNISHE➢/�yJNER INSTALLED/CONTRACT�R F�I❑ -- -- -- FURNISHE➢/�WNER INSTALLED/OwNER F�S -- -- -- FACE OF STUD FP 12 35 50 FILLER PANEL FRP 09 77 00 FIBERGLASS REINFORCED PLASTIC PANELS FSN -- -- -- FASTEN/FASTENERS FSTP 07 84 13 FIREST�PPING FT -- -- — FOOT/FEE7 FTG 03 30 00 FODTING FV -- -- -- FIELD VERIFY FW -- -- -- FRAME wIDTH G SSN i]��CRIPTIDN GA -- -- -- GAUGE GALV -- -- -- GALVANIZED GB 09 20 00 GYPSUM BOARD GBR 10 28 00 GRAH BAR GEN -- -- -- GENERAL GGF 09 20 00 GYPSUM GROUT FILL GL -- -- -- GRIDLINE GLZ 08 80 00 GLASS/GLAZING GS 06 16 00 GYPSUM SHEATHING H SSN ➢ESCRIPTI�N H= -- -- -- HEIGHT EQUALS HB 22 DO 00 HOSE BIBB C SSN n�sc�rPTioN HBL 12 21 13 HORIZONTAL BLIND HC -- -- -- HAN➢ICAP CEMB 09 30 13 CEMENT HACKER B�ARD (CT) HCH 07 42 13 HAT-SHAPED FURRING CHANNEL <MWP) CFMF O5 40 00 COLD-FORMED METAL FRAMING HCH 09 22 16 HAT-SHAPED FURRING CHANNEL CHS 12 35 50 CUBBY HOLE STORAGE HCM 10 ZB 00 HANDICAP MIRROR CIPC 03 30 00 CAST-IN-PLACE CONCRETE HMD 08 11 13 HOLLOW METAL DDOR CJ 03 30 00 CONTROL JDINT (CIPC) HMF 08 11 13 HOLLOW METAL FRAME CJ 09 20 00 CONTROL JDINT CGB) HORIZ -- -- -- H�RIZONTAL CJ 32 13 13 CONSTRUCTIDN CCP) HSS OS 12 00 HOLLOW STRUCTURAL SECTION CL -- -- -- CENTER LINE HT -- -- -- HIGH/HEIGHT CLF 32 31 13 CHAIN LINK FENCE HYD 33 00 00 HYDRANT CLG 32 31 13 CHAIN LINK GATE CLG/S 32 31 13 CHAIN LINK GATE/SLATS I S�id D€SCRIPiY�N CLNG -- -- -- CEILING ID -- -- -- INSIDE DIAMETER CLR -- -- -- CLEAR IGL 08 80 00 INSULATED GLASS CMB 09 30 13 CEMENT MORTAR BE➢ INT -- -- -- INTERIDR CMS 32 13 13 CONCRETE M�wING STRIP ISA -- -- -- INTERNATI�NAL SYMBOL OF ACCESSIBILITY CMU 04 2D 00 CONCRETE MASONRY UNITS ISGL OB 80 OD INSULATED SAFETY GLASS co� -- -- -- coLUMN COMP -- -- -- COMPOSITE J SSN DESCRI�TIDN CONC 03 30 00 CONCRETE JS 07 92 OD JDINT SEALANT CONF -- -- -- CONFERENCE JT -- -- -- JDINT coNN -- -- -- coNNEcrzoN C�NST -- -- -- C�NSTRUCTION K �sN DESCRI�iIBN CONT -- -- -- CONTINUDUS/C�NTINUATIDN CP 32 13 13 CONCRETE PAVING CPCJ 32 13 13 CONCRETE PAVING CONSTRUCTI�N JOINT L SSN DESCRIPTIDiJ CPEJ 32 13 13 CONCRETE PAVING EXPANSIDN JOINT CISOLATIDN JT) VHC 22 40 00 LAV�HAN➢ICAP CPJS 32 13 13 CONCRETE PAVING JDINT SEALANT LAB -- -- -- LABORATORY CPT 09 68 13 CARPET LAV 22 40 00 LAVATORY CSU 04 20 00 CAST STONE UNIT LK 12 35 50 LOCK CSWK 12 35 50 CASEwORK LKR 10 51 13 LOCKER CLKR-) CT 09 30 13 CERAMIC TILE LM 10 14 00 LOCATIDN MAP CTB 09 30 13 CERAMIC TILE HASE LP 26 00 00 LIGHT POLE CTF 09 30 13 CERAMIC TILE FLODR LSPA 32 90 00 LANDSCAPE PLANTING AREA CTW 09 30 13 CERAMIC TILE WALL CUST -- — -- CUSTODIAN D SSN ➢ESCRIPTIDN ➢B 12 35 50 DRAWER BASE ➢HC 12 35 50 DRAWER BASE CABINET DCM 31 20 00 DRAINAGE CDURSE MATERIAL DEMO 02 41 16 SELECTIVE DEMOLITIDN DF/HC 22 40 00 DRINKING FDUNTAIN�HANDICAP DIA -- -- -- DIAMETER DIM -- -- -- DIMENSIDN DIMS -- -- -- DIMENSIDNS DLAV 2� 40 00 DECK LAVATORY DN -- -- -- ➢�WN DO -- -- — DODR OPENING DP -- -- -- DIMENSION PDINT DPCT 12 35 50 DIAMOND PLATE CDUNTERTOP DPLF 06 20 23 DIAM�ND PLATE FINISH DPL 10 14 00 DEDICATION PLAQUE DS O5 50 00 DOWNSPDUT CMMF) DS 06 20 00 DOWNSPDUT (PVC) DSB OS 50 00 DOWNSPDUT BRACKET CMMF) DSS 07 6Z 00 DOWNSPDUT STRAINER DT 09 22 16 DEFLECTIDN TRACK DTL -- -- -- DETAIL � SSN DESCRI�TIDN EA -- -- -- EACH EEW 22 40 00 EMERGENCY EYEWASH EJ 07 62 00 EXPANSION JDINT (SMG) EJ 32 13 13 EXPANSIDN JDINT CCP) ELEC -- -- -- ELECTRIC/ELECTRICAL ELEV -- -- -- ELEVATIDN EP 26 00 00 ELECTRIC PANEL EP z6 00 00 ELECTRICAL PANEL EPBI 07 21 00 EXTRUDED POLYSTYRENE BDARD INSUL E� -- -- -- EQUAL E�UIP -- -- -- ERUIPMENT EW -- -- -- EACH wAY EXPA OS 50 00 EXPANSIDN ANCHOR EXPS -- -- -- EXPOSED STRUCTURE EXT -- -- -- EXTERIDR M ssN nEscRiPriaN M&BH 10 28 00 MOP & BRDOM HOLDER MAx -- -- -- MAxIMuM MB 10 11 00 MARKERBOARD MBG OS 50 00 METAL BAR GRATING MBS 12 35 50 METAL BACK SPLASH MCT 12 35 50 METAL CDUNTERT�P MCI 04 20 00 MASI]NRY CELL INSULATION MCJ 04 20 00 MASONRY CONTROL JDINT MDF -- -- -- MEDIA DISTRIBUTIDN FRAME M➢FW 06 20 00 MEDIUM DENSITY FIBERBDARD WAINSCOT MECH -- -- -- MEC�ANICAL MES 09 30 13 METAL EDGE STRIP (CT) MFR -- -- -- MANUFACTURER MGF 04 20 00 MASONRY GROUT FILL MIN -- -- -- MINIMUM MMF OS 50 00 MISCELLANEDUS METAL FABRICATIDN MD -- -- -- MASONRY OPENING MOS 10 14 00 MAXIMUM OCCUPANCY SIGN MPR 07 41 10 METAL PANEL RDOF MR f0 28 00 MIRROR MRP 07 41 13 METAL RDOF PANELS MSK 22 4D DD M�P SINK MTL -- -- -- METAL MWL 08 90 DD METAL WALL LDUVER (MWL-) MWP 07 4Z 13 METAL WALL PANELS MWPT 07 42 13 METAL WALL PANEL TRIM N SSN ��SCRI�ileN NIc -- -- -- Nor IN CONTRACT NLMF 09 22 16 NON-LDADBEARING METAL FRAMING NSG 03 30 00 NON-SHRINK GROUT CCIPC) NTS -- -- -- NOT TD SCALE ❑ SSN DESCRIPTIDN OC -- -- -- ON CENTER ❑D -- -- -- DUTSIDE DIAMETER ❑H -- -- -- OPPOSITE HAND OMF 32 31 19 ORNAMENTAL METAL FENCE OMFG 3Z 31 19 ORNAMENTAL METAL FENCE GATE ❑PH -- -- -- OPPOSITE HAND ❑PP -- -- -- OPPOSITE ❑PP/M 10 22 26 OPERABLE PANEL PARTITI�N�MANUAL P SSN D€SCRI�TIDN PHD 07 14 16 PROTECTIDN BDARD PCC 32 13 13 POURED CONCRETE CURB PCWS 3Z 12 16 PRECAST WHEEL STOP PL OS SD 00 PLATE CMMF) PLAM 12 35 50 PLASTIC LAMINATE PLBS 12 35 50 PLASTIC LAMINATED BACKSPLASH PLCT 12 35 50 PLASTIC LAMINATED CDUNTERTOP PLWS 12 35 50 PLASTIC LAMINATED wINDOyJ STDOL PRH 07 72 00 PREFABRICATED ROOF HATCH PSE fi 52 13 PROJECTION SCREEN/ELECTRIC PST O5 50 00 PIPE STANCHIDN PTD 10 28 00 PAPER TDyJEL ➢ISPENSER PTwD 06 10 00 PRESERVATIVE TREATE➢ WDOD Py 26 00 00 PHOTOVOLTAIC PANELS PWBP 06 10 DD PLYWOOD HACKING PANELS Q SSN DESCRIPTIDN QTY -- -- -- QUANTITY R SSN DESCRIPTIDN R= -- -- -- RADIUS EQUALS RB 09 65 13 RESILIENT BASE RCP -- -- -- REFLECTED CEILING PLAN REHR 03 30 00 REINFORCING BAR (CIPC) REHR 32 13 13 REINFORCING BAR (CP) REFR 11 31 00 REFRIGERATOR REQD -- -- -- RE�UIRED RM -- -- -- RooM RN 10 14 DO RDOM NAME R❑ -- -- -- R�UGH ❑PENING RPC 09 54 14 RADIUSED PANEL CEILING RRI 07 41 13 RIGID RDOF INSULATI�N CMRP) RRI 07 54 DO RIGID RODF INSULATIDN CSPMR) RRS 10 14 00 RESTROOM SIGN S SSN DESCRIPTIDN SA -- -- -- SMOKE ASSEMBLY (ON DDOR TAGS) SAB 09 20 00 souNn ATTENUATION BLANKETS SAF 06 16 00 SELF-ADHERED FLASHING SB 1'c 35 50 SINK HASE SBC 31 20 00 SUBBASE CDURSE SCD 10 28 00 SEAT COVER DISPENSER SCFF 03 36 00 SPECIAL CONCRETE FLDOR FINISH SD 10 28 00 SOAP DISPENSER SECT -- -- -- SECTIDN SF -- -- -- SQUARE F00T/FEET SFM 31 20 00 STRUCTURAL FILL MATERIAL SGL OB 60 00 SAFETY GLASS SGR 31 20 00 SUBGRADE SHB 12 35 50 SHELF BASE SIM -- -- -- SIMILAR SJT OS 21 00 STEEL JDISTS SM 07 62 00 SHEET METAL SMG 07 62 00 SHEET METAL GUTTER SMSP 07 62 00 SHEET METAL SPLASH PAN SND 10 28 00 SANITARY NAPKIN DISPENSER SNR 10 28 00 SANITARY NAPKIN RECEPTACLE SOG 03 30 00 SLAB-ON GRADE SOGD 08 36 13 SECTIDNAL ❑VERHEAD GARAGE DDOR SPEC -- -- -- SPECIFICATIDN SPECS -- -- -- SPECIFICATIDNS SPMR 07 54 00 SINGLE-PLY MEMBRANE RD�FING SQ -- -- -- SQUARE SRD OS 31 00 STEEL R��F ➢ECK SS OS 40 00 SILL SEALER CCFMF) SS 09 22 16 SILL SEALER (NLMF) SSF OS 12 00 STRUCTURAL STEEL FRAMING STD -- -- -- STANDAR➢ STF 32 12 13 STEEL TROWEL FINISH STL -- -- -- STEEL T SSN DESCRIPTIDN T&LM 32 12 16 TRAFFIC 8 LANE MARKINGS TC 10 21 13 TDILET COMPARTMENT TCS 10 14 53 TRAFFIC CONTROL SIGN CTCS-) TDN 33 40 00 TRENCH DRAIN TE 32 13 13 TOOLED EDGE TH 08 71 00 THRESHOLD THK -- -- -- THICK TOIL -- -- -- T�ILET TOS — -- -- TOP OF STEEL TS OS 12 00 TUBE STEEL (SSF) TS O5 50 00 TUBE STEEL CMMF) TSC 12 35 50 TALL STORAGE CABINET TTD 10 28 00 TOILET TISSUE DISPENSER TWS 32 13 13 TACTILE WARNING STRIP U SSN DESCRIPTIDN UL -- -- -- UNDERWRITERS LABORATORY UN� -- -- -- UNLESS NOTE➢ ❑THERWISE UR 22 40 00 URINAL UR/HC 22 40 00 URINAL/HANDICAP URSC 10 21 13 URINAL SCREEN USC 12 35 50 UPPER STORAGE CABINET UTS 22 40 00 UTILITY SINK Y SSN DESCRIPTIDN VERT -- -- -- VERTICAL VR 03 30 00 VAP�R RETARDER CCIPC) VR 07 41 13 VAPOR RETAR➢ER CMRP) VR 07 54 00 VAPOR RETAR➢ER CSPMR) VTR 22 00 00 VENT THRU RDOF VWC 09 72 00 VINYL WALL COVERING W SSN DESCRIPTI�N W/ -- -- -- WITH W/❑ -- -- -- WITHOUT WAC — -- -- WASHINGT�N ADMINISTRATIVE CODE WC/HC 22 40 00 WATER CL�SET/HANDICAP WDPC 09 51 14 WODD PANEL CEILING WF OS 12 DO WIDE FLANGE WFL 22 40 00 WASH FDUNTAIN LAVATORY WOM 09 68 13 WALK-OFF MAT <CPT) WPTJ 32 13 13 wEAKENED-PLANE TDOL JDINT (CONTRACTI�N JT) wPU 07 41 13 WATERPRODF UNDERLAYMENT WS 10 14 DD WELCOME SIGN yJSC 12 35 SD WALL STORAGE CABINET WSS 12 35 50 WALL SHELF STORAGE WT -- -- -- WEIGHT WWF 32 13 13 WELDED WIRE FABRIC (CP) GENERAL N❑TES THE KEYLINKS LISTED ABOVE ARE IN ALPHABETICAL ORDER. REFER T❑ THE KEYLINK LIST BY DIVISIDNS FOR KEYLINKS RELATING T� SPECIFIC SPECIFICATI�N SECTIONS, KEYLINKS ARE PROVIDED F�R THE C�NVENIENCE ❑F ALL USERS OF THE CONTRACT DOCUMENTS. ALL WORK INCLUDED IN THE C�NTRACT DOCUMENTS IS REQUIRED WHETHER OR NOT IT IS IDENTIFIED BY A KEYLINK, K�YLINK SCHEDU�� BY S�CTIDNS KL SSN D�SCRIPTIDN �tv a� nEsc�i�rroN ALT O1 23 00 ALTERNATE DIV 02 D�SCRI�TIDN DEMO 02 41 16 SELECTIVE DEMOLITIDN DIV 0� DESCRIPTION AFC 03 30 DD ARCHITECTURAL FINISH CONCRETE CIPC 03 30 DO CAST-IN-PLACE C�NCRETE CJ 03 30 00 CONTROL JDINT (CIPC) coNc D3 30 00 CONCRETE FDN 03 30 DO FDUNDATIDN FTG D3 30 00 FO�TING NSG 03 30 00 NON-SHRINK GRDUT CCIPC) REBR 03 30 DO REINFORCING BAR CCIPC) SOG 03 30 DO SLAB-ON GRADE VR 03 30 DO VAPOR RETARDER CCIPC) SCFF 03 36 OD SPECYAL CONCRETE FLDOR FINISH FDS D3 64 16 FDUNDATI�N DRAINAGE SYSTEM IlIY o4 n€sc�i�rioN CMU 04 20 00 CONCRETE MASONRY UNITS CSU D4 20 00 CAST STONE UNIT MCI 04 20 00 MASONRY CELL INSULATIDN MCJ 04 20 00 MASONRY CONTR�L JOINT MGF D4 20 00 MASONRY GRDUT FILL DIV 0� D€SCRI�iI❑N HSS DS 12 00 HOLLOjy STRUCTURAL SECTIDN SSF DS 12 00 STRUCTURAL STEEL FRAMING TS OS 12 00 TUBE STEEL CSSF) WF OS 12 00 WIDE FLANGE SJT OS 21 00 STEEL JDISTS ASR➢ OS 31 00 ACDUSTICAL STEEL RDOF DECK SRD OS 31 00 STEEL RODF DECK CFMF OS 40 00 COLD-FORMED METAL FRAMING SS OS 40 00 S%LL SEALER CCFMF) AAL OS 50 00 ALUMINUM ACCESS LADDER BOL OS 50 00 BOLLARD DS OS SD 00 DOWNSPDUT (MMF) DSB OS 50 00 DOWNSPDUT BRACKET CMMF) EXPA OS 50 00 EXPANSIDN ANCHOR MBG OS 50 00 METAL BAR GRATING MMF OS 50 00 MISCELLANEDUS METAL FABRICATIDN PL OS 50 00 PLATE (MMF) PST O5 SD 00 PIPE STANCHI�N TS OS 50 00 TUBE STEEL CMMF) DIV 06 DESCRI�iYBN PTwD 06 10 00 PRESERVATIVE TREATED W�OD PWBP 06 10 DO PLYWDOD BACKING PANELS AIB 06 16 00 AIR INFILTRATION BARRIER GS 06 16 00 GYPSUM SHEATHING SAF 06 16 DO SELF-ADHERED FLASHING DPLF 06 20 �3 DIAMOND PLATE FINISH IlIY 07 DESCRIPTI�N B➢P 07 11 13 BITUMINDUS DAMPPRO�FING FAWP 07 14 16 FLUID APPLIE➢ wATERPR00FING PBD 07 14 16 PROTECTIDN BDARD BATI 07 21 00 BATT INSULATION EPBI 07 21 00 EXTRUDED POLYSTYRENE BDARD INSUL MPR 07 41 f0 METAL PANEL RDOF BP 07 41 13 BUILDING PAPER CMRP) MRP 07 41 13 METAL RD�F PANELS RRI 07 41 13 RIGID RDOF INSULATIDN (MRP) VR 07 41 13 VAPOR RETARDER CMRP) yJPU 07 41 13 WATERPRDOF UNDERLAYMENT HCH 07 42 13 HAT-SHAPED FURRING CHANNEL CMWP) MWP 07 42 13 METAL WALL PANELS MWPT 07 42 13 METAL WALL PANEL TRIM RRI 07 54 00 RIGID ROOF INSULATIDN <SPMR) SPMR 07 54 00 SINGLE-PLY MEMBRANE RDOFING VR 07 54 00 VAPOR RETARDER (SPMR) DSS 07 62 00 DOWNSPOUT STRAINER EJ 07 6z 00 EXPANSION JDINT (SMG) F&SM 07 62 00 FLASHING & SHEET METAL SM 07 6Z 00 SHEET METAL SMG 07 62 00 SHEET METAL GUTTER SMSP 07 62 00 SHEET METAL SPLASH PAN PRH 07 72 00 PREFABRICATED RDOF HATCH FSTP 07 84 13 FIRESTOPPING JS 07 92 00 JOINT SEALANT flIV a� D€SCRYPii�N HMD 08 I1 13 HOLLOW METAL DDOR HMF 08 11 13 HOLLOW METAL FRAME SOGD 08 36 13 SECTIDNAL ❑VERHEAD GARAGE DD�R ASF 08 41 13 ALUMINUM STOREFRONT ASFP 08 41 13 ALUMINUM STOREFRONT PANEL ASFW 08 41 13 ALUMINUM STOREFRONT WINDOW ACW 08 44 13 ALUMINUM CURTAIN WALL ACWP 08 44 13 ALUMINUM CURTAIN WALL PANEL GLZ 08 60 00 GLASS/GLAZING IGL 08 8D 00 INSULATED GLASS ISGL OS 80 00 INSULATED SAFETY GLASS SGL 08 80 00 SAFETY GLASS MyJL 08 90 00 METAL WALL L�UVER (MWL-) IlIV 09 DESCRI�TIDN CJ 09 20 00 C�NTROL JDINT (GB) GB 09 20 DO GYPSUM B�ARD GGF 09 20 00 GYPSUM GRDUT FILL SAB 09 20 00 SOUND ATTENUATIDN BLANKETS DT 09 22 16 DEFLECTIDN TRACK HCH 09 22 16 HAT-SHAPED FURRING CHANNEL NLMF 09 22 16 N�N-L�ADBEARING METAL FRAMING SS 09 22 16 SILL SEALER (NLMF) CEMB 09 30 13 CEMENT HACKER BDARD (CT) CMH 09 30 13 CEMENT M�RTAR BED CT 09 30 13 CERAMIC TILE CTH 09 30 13 CERAMIC TILE HASE CTF 09 30 13 CERAMIC TILE FLODR CTW 09 30 13 CERAMIC TILE WALL MES 09 30 13 METAL EDGE STRIP CCT) APC 09 51 13 ACDUSTICAL PANEL CEILING APCSS 09 51 13 APC SUSPENSIDN SYSTEM WDPC 09 51 14 WDOD PANEL CEILING RPC 09 54 14 RADIUSED PANEL CEILING RB 09 65 13 RESILIENT BASE CPT 09 68 13 CARPET W�M 09 68 13 WALK-�FF MAT (CPT) VWC 09 72 00 VINYL WALL COVERING FRP 09 77 00 FIBERGLASS REINFORCED PLASTIC PANELS DIV 10 DESCRIPTIDN MB 10 il 00 MARKERBDAR➢ ACL 10 14 00 ALUMINUM CAST LETTERS RRS 10 14 00 RESTRDOM SIGN TCS 10 14 53 TRAFFIC CONTROL SYGN <TCS-) TC 10 21 13 TOILET COMPARTMENT URSC 10 21 13 URINAL SCREEN ❑PP/M 10 22 26 OPERABLE PANEL PARTITIDN�MANUAL GHR 10 28 00 GRAB BAR HCM 10 28 00 HANIIICAP MIRROR M&BH 10 28 00 MOP & BRDOM HOLDER MR 10 28 00 MIRR�R PTD 10 28 00 PAPER TOWEL DISPENSER SCD 10 26 00 SEAT C�VER DISPENSER S➢ 10 28 00 SDAP DISPENSER SND 10 28 00 SANITARY NAPKIN DISPENSER SNR 10 28 00 SANITARY NAPKIN RECEPTACLE TTD 10 28 00 TDILET TISSUE DISPENSER FECR 10 44 13 RECESSED FIRE EXTINGUISHER CABINET AFP 10 75 00 ALUMINUM FLAGPOLE DIV 11 H�SCRI�TIDN REFR 11 31 00 REFRIGERATOR PSE 11 52 13 PR�JECTIDN SCREEN�ELECTRIC DIV 12 DESCRIPTI❑N HBL 12 21 13 H�RIZONTAL BLIND BC 12 35 50 BASE CABINET DB 12 35 50 DRAWER BASE DBC 12 35 SD DRAWER BASE CABINET FP 12 35 SO FILLER PANEL MBS 12 35 50 METAL BACKSPLASH MCT 12 35 50 METAL CDUNTERTOP LK 12 35 50 LOCK PLBS 12 35 50 PLASTIC LAMINATED BACKSPLASH PLCT 12 35 SD PLASTIC LAMINATE➢ CDUNTERTOP SB 12 35 SD SINK BASE SHB 12 35 50 SHELF BASE TSC 12 35 50 TALL STORAGE CABINET WSC 12 35 SD WALL STORAGE CABINET WSS 12 35 50 WALL SHELF STORAGE BR 12 93 00 BICYCLE RACK DIV �2 D�SCRIPiI❑N HB 22 DO 00 HOSE BIHB VTR 22 00 00 VENT THRU ROOF DF/HC 22 40 00 DRINKING FDUNTAIN�HAN➢ICAP ➢LAV 22 40 00 DECK LAVAT�RY EEw 22 40 00 EMERGENCY EYEWASH FD 22 4D 00 FLDOR DRAIN L/HC 22 40 00 LAV/HANDICAP LAV 22 40 00 LAVATORY MSK 22 40 00 MOP SINK UR 22 4D 00 URINAL UTS 22 40 00 UTILITY SINK WC/HC 22 40 00 WATER CLOSET/HANIIICAP WFL 22 40 00 wASH FDUNTAIN LAVATORY UR/HC 22 40 00 URINAL/HANDICAP DIV 26 DESCRIPTIBN EP 26 00 DO ELECTRIC PANEL EP 26 00 00 ELECTRICAL PANEL LP 26 00 00 LIGHT POLE PV 26 00 00 PHOTOVOLTAIC PANELS DIV 31 D€SCRIPTION BC 31 20 00 BASE CDURSE DCM 31 20 00 DRAINAGE COURSE MATERIAL FGR 31 20 00 FINISH GRADE/GRADING SBC 31 20 00 SUB�ASE CDURSE SFM 31 20 DO STRUCTURAL FILL MATERIAL SGR 31 20 00 SUBGRADE DIV 32 DESCRIPTIDN STF 32 12 13 STEEL TROwEL FINISH AP 32 12 16 ASPHALT PAVING PCWS 32 12 16 PRECAST wHEEL STOP ATB 32 12 16 ASPHALT TREATED BASE T&LM 32 12 16 TRAFFIC & LANE MARKINGS ACC 32 13 13 ACCESSIBLE CURB CUT BF 32 13 13 BRooM FINISH CJ 32 13 i3 CONSTRUCTION <CP) CMS 32 13 13 CONCRETE M�WING STRIP CP 32 13 13 CONCRETE PAyING CPCJ 32 13 13 CONCRETE PAVING CONSTRUCTIDN JDINT CPEJ 32 13 13 CONCRETE PAVING EXPANSION JOINT (ISOLATION CPJS 32 13 13 CONCRETE PAVING JOINT SEALANT EJ 32 13 13 EXPANSIDN JDINT CCP) PCC 32 13 13 PDURED CONCRETE CURB REBR 32 13 13 REINFORCING BAR CCP) TE 32 13 13 T��LE➢ EDGE TwS 32 13 13 TACTILE wARNING STRIP WPTJ 32 13 13 WEAKENED-PLANE TODL JDINT (C�NTRACTIDN JT) WWF 32 13 13 WELDED WIRE FABRIC (CP) CLF 32 31 13 CHAIN LINK FENCE CLG 32 31 I3 CHAIN LINK GATE CLG/S 32 31 13 CHAIN LINK GATE/SLATS OMF 32 31 19 ORNAMENTAL METAL FENCE OMFG 32 31 19 ORNAMENTAL METAL FENCE GATE LSPA 32 90 00 LANDSCAPE PLANTING AREA DIV 33 DESCRIPTIDN FH 33 00 00 FIRE HYDRANT HYD 33 00 00 HYDRANT TDN 33 40 00 TRENCH DRAIN ��N�� NOTES THE KEYLINKS LISTED ABOVE ARE ORDERED BY DIVISIDNS AND SECTI�NS INCLUDED IN THE TECHNICAL SPECIFICATIONS, REFER T❑ THE KEYLINK LIST BY ALPHABET F�R SPECIFIC KEYLINKS, KEYLINKS ARE PROVIDED F�R THE CONVENIENCE OF ALL USERS �F THE CONTRACT DOCUMENTS. ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS IS REQUIRED yjHETHER ❑R NOT IT IS IDENTIFIED BY A KEYLINK. GENERA� SYM�OLS LEGEND: WALL TYPE SYMBOLS � WALL TYPE (SEE SHEET A2.0) UNLESS INDICATE� OTHERWISE, ALL EXTERIOR WALLS TO BE TYPE QaR�3 ALL INTERIOR WALLS TO BE TYPE 5A � �MASONRY WALL \ BRACE� FRAME PERSTRUCTURAL COWMN PER STRUCTURAL � SHEARWALLPANELPERSTRUCTURAL PLAN ROOM NAME/ FINISH SYMBOL NOTE NUMBER ROOM NAME LIBRARY�� WALL MATERIAL(S) OFFICE �� 12D6 GBNWC R CPTNCT � FLOOR MATERIAL(S) ROOM NUMBER BASE MATERIAL(S) CEILING FINISH SCHEDULE LIBRARY��—�—ROOM NAME OFFICE /`�CEILINGMATERIAL(S) 120B APC/GB 10 -�� CEILWG HEIGHT ROOM NUMBER DOOR & FRAME TYPE SCHEDULE �/� GLAZING TYPE ISGL 1208 36,WB DOOR WIDTH, MATERIAL &TYPE 20M 15 F1,D1 iSEESHEETA11.1) �� FRAME TYPE, DETAIL GROUP (SEE SHEET A11.1 ) DOOR NUMBER 8 HARDWARE GROUP �OOR & FRAME RATING WINDOW FRAME TYPE SCHEDULE W1 WINDOW FRAME TYPE (SEE SHEET A11.1 & A112 ) RELITE FRAME TYPE SCHEDULE R1 RELITE FRAME TYPE (SEE SHEET A11.1) �ETAIL REFERENCE SYMBOL DETAIL NUMBER SHEETNUMBER DETAIL LOCATION BUILDING SECTION SYMBOL ,� SECTION NUMBER A7.1 SHEET NUMBER WALL SECTION SYMBOL ,� SECTION NUMBER A8.1 SHEET NUMBER ELEVATION SYMBOL �ELEVATION NUMBERI 15/A6.1��--SHEET NUMBER � SIGNAGE SCHEDULE SIGN TYPE APPROXIMATE SIGN LOCATION C120B ARCHITECTURAL ROOM NUMBER OCCUPANCY CALCULATION SYMBOL �----ROOM NAME CLASSROOM 950 FLOOR AREA (SF) 15/2� OCCUPANT LOAD OCCUPANTLOADFACTOR OCCUPANT EXIT PATH SYMBOL �-- j gg�--- NUMBER OF EXITING OCCUPANTS � DIRECTION OF TRAVEL GRID LWE SYMBOLS � GRID LINE SYMBOLS GRID TAGS: CIRCLE INDICATES CENTERLINE OF STRUCTURE (COLUMNS, STUD WALL); SQUARE INDICATES FACE OF — 1 STRUCTURE (FOUNDATION WALL, STUD I WALL) � GRIDLINE r� �a Hutteball & Ore 'mus C4D10 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCNITECT NQs1 708C OF WASHiNGTCN Northwest Career & Technical Academy 1606 R A�enue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 Drawn: CB CONFORMED BID SET General Legend & Keylink Abbreviations Sheet A0.0 L. � � K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN AFP 10 75 DO ALUMINUM FLAGPOLE AVE -- -- -- AVENUE HYD 33 00 00 HYDRANT OMF 32 31 19 ❑RNAMENTAL METAL FENCE OMFG 32 31 19 ❑RNAMENTAL METAL FENCE GATE SF -- -- -- SQUARE FOOT/FEET TCS 10 14 53 TRAFFIC C�NTROL SIGN CTCS-) KEYLINK N❑TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND HY DIVISIDNS, Hutteb al1 & Ore 'rriiis 4010 Lake Washingron Blvd. NE, Suite 320 Kirkland, WA 95033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT N� 7080 TE OF WASHINGTON General Legend: Existing Asphalt Paving (Off-Site) New Asphalt Paving � Existing Concrete Paving New Concrete Paving � New Building Areas OMF - Refer to 6/R1.3 � TCS - Refer to 13/A1.3 � � 0 Property Line Existing Contour Lines at 1 Foot Intervals Proposed Contour Lines at 1 Foot Intervals Landscape Planting Plan - Partially Shown for Coordination (Ground Cover and Shrubs Omitted for Clarity) Refer to Landscape Planting Plans for Addittional Information Site Lighting - Refer to Electrical Site Plan E1.1 for Add itional Information Northwest Career � Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 BID SET Site Plan Sheet A1.1 ENLARGED SITE PLAN r� �� Hutteball & Ore 'rrii%s �401D Lake Washingion Blvd. NE, Sui[e 320 Kirkland, WA 98033 Lp 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT N3G1 7080 STATE OF WASHINGTON Northwest Career � Technical Academy 1606 R Auenue Anacortes, 98221 ANACORTES CAMPUS �ate: 0�/�3/2oas Project No. 0806 BID SET _. _ � . SCALE: 1/16"=T-0" � N0�2TH •.�f;: NOTES: 1. REFER TO 13/A1.3 FOR TCS-1 THROUGH T� _3-�1. 2. REFER TO CIVIL DOCUMENTS FOR T&LM. Existing Asphalt Paving (Off-Site) New Asphalt Paving General Legend: ��%i�///��/� New Building Areas � � � � Existing Concrete Paving New Concrete Paving Type 1 New Concrete Paving Type 2 � � � � � OMF - Refer to 6/A1.3 TCS - Refer to 13lA1.3 Property Line Existing Contour Lines at 1 Foot Intervals Proposed Contour Lines at 1 Foot Intervals Landscape Planting Plan - Partialty Shown for Coordination (Ground Cover and Shrubs Omitted for Clarity) Refer to Landscape Planting Plans for Add ittio n a I I nfo rmation Site Lighting - Refer to Electrical Site Plan E1.1 for Ad d iti o n al I nformatio n K� Y� I N K S C H� Il U� E KA SSN DESCRIPTION AFP 10 75 00 ALUMINUM FLAGP�LE CPEJ 3� 13 13 CONCRETE PAVING EXPANSIDN JDINT CIS�LATIDN JT) EQ -- -- -- EQUAL FH 33 00 00 FIRE HY➢RANT OMF 32 31 19 ORNAMENTAL METAL FENCE OMFG 32 31 19 ORNAMENTAL METAL FENCE GATE PCWS 32 12 16 PRECAST WHEEL STOP SF -- -- -- S�UARE F00T/FEET SIM -- -- -- SIMILAR T&LM 32 12 16 TRAFFIC & LANE MARKINGS TCS 1D 14 53 TRAFFIC CONTROL SIGN (TCS-) WPTJ 32 13 13 WEAKENED-PLANE TDOL JDINT CCONTRACTIDN JT) � „� KEYLINK N�TES SEE DRAWING SHEET AD-0 FOR KEYLINK LISTS BY ALPHABET AN➢ BY DIVISIONS. Enlarged Site Plan Sheet A 1.2 � DP DP ; PCC 6� CPIJ CP-SEE PLANSFOR LOCATIONS � D , e o • ° --- 'v o � o o �_^Qa� �, — — -- ° � � �` r , '� 2�� BC � o . � o- �\\ REBR - #3 CONT, �/� TOP AND BOTTOM � �j\ BETWEEN CPIJ'S , � ��/. � 1 PCC AT AP � SCALE: 1 1/2" = 1'-0" FACE OF VERTICAL DP DP SURFACE WHERE <�� WPT� OCCURS TROWELLED RADIUS CP , AT JOINT CPJS CPEJ CP BC BC CP EXPANSION CP WEAKENED PLANE '4 JOINT (CPEJ) O TOOL JOINT (WPTJ) � DP DP � BF TYP TROWELLED EDGE TO MATCH TOOLED JOINTS 1/2" RADIUS ° a < AT EDGES CP OTOOLED EDGE OCP TO AP (TE) �G CP-JOINT AND EDGE DET/�ILS TE, SEE 5C/A1.3 �--- 1 112"0 WEEP HOLES AT 9' OC AT LSPA V �AP FLUSH WITH CURB , AT ACCESSIBLE PARKING SPACE PER CNIL o __--- AP �/� � GRAVEL ��/��%�� SGR \ � % SCALE: 1 1/2" = 1'-0" � LP CP� - LSPA - ��— ' � . . . .I I . . a II a �i i n — i io u a�� U — aa . — y — Qa _ — . � � � . . . . n a - �� ` _ — d� e d� — a ° e a BOLLARD (BOL) iTD GALV WJCONC 1'-6" DIA "STATE DISABLED PARKING PERMIT REQUIRED" PER WAC REQUIRED ISA- `9 �� 6" SQ REQUIRED �� .'�. VAN PCC AT AP / LSPA TE, SEE 5C/A1.3 1 1/2"fd WEEP HOLES AT 9' OC AT LSPA AP �• •• GRAVEL PCC, REFER TO 6/A1-6 FOR ADDITIONAL ��„ TYP NOTES SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" 1'-6" P0 LI C E "' PANEL SIGN N PARKIN G fO VERIFY LETTERING & LAYOUT W/ ARCHITECT BEFORE FABRICATWG SIGN SIGN POST WHITE BACKGROUND "VAN ACCESSIBLE" W/ BLACK BORDER & TCS-1 TCS-2 LETTERS TCS-3 TCS-4 NOTES: 1. ALL SIGNS AND STRIPING SHALL 3. BOTTOM OF TCS-1 AND TCS-4 SHALL 5. REFER TO SECTION FOR POST BE INSTALLED PER WSDOT BE 7'-0" ABOVE FINISH GRADE. MOUNT REQUIREMENTS, TYP. STANDARD PLANS AND MUTCD. 4. TOP OF SIGNS TCS-2, TCS-3, TCS-5 2. ALL SIGNS SHALL BE INSTALLED AND TCS-6 SHALL BE 5'-6" ABOVE TO CITY SPECIFICATIONS AND FINISH GRADE. STANDARDS. �9�TR�AFFIC CONTROL SIGNS (TCS) � � � SCALE: 1 �� _ �,_o° PAVEP�ENT AT SIDEWALKS HOLD TOP OF FOUNDATION BELOW SLAB CIPC FTG #3 @ 12" OC TO CP AP OVER BC - REFER TO CIVIL FOR PAVEMENT STRUCTURE > �� - o o. o c U ��.� � #3 SCALE: 1/2" = 1'-D" �� BR - INSTALL PER MANUFACTURERS RECOMMENDATIONS CP o OVERSIZE CORE `° � DRILL BY 1/2", SET ��, BR & GROUT SECTION �IKE RACK (BR) LSPA OR AP ELEVATION PLAN SCALE: 3/8" = 1'-0" �. Z �--- � s A SECiION / ELEVATION PIPE STANCHION (PST) cV I FACE OF WALL I I I � i i MMF- W I i 1/2"X2.5"X4" i STEEL PLATE @ i 80TH CORNERS � _ � �i � � �i � � �i � NE; C4X5 W II I � R & TO BASE _TS AS SHOWN; I - I ND AT ALL Ii i � a � W ' � 'LATESWELDED I�I LLEXPOSED � � 1 1/2"�1 1!2" zouTEo oN 6" � PLAN I UNO � TE, SEE 5C/A1.3 � ^ d CP� n aA ��- � ' � J �U �, 2" BC 6 FGR/LSPA 1 " AT LAW N � OUTSIDE FACE OF BLDG CIPC SLOPE 2% ---�3 a E _ a ° . e SGR CP TO FGR/LSPA � x c7 w _ W J O a � 0 LL � w � � C3 w � ¢ FLAG POLE BASE DETAIL � iPA .AGPOLE FOUNDATION JBE: 18" DIAMETER 16 GAGE 4LVANIZED CORRUGATED fEEL TUBE FILLED WITH 1CKED DRY SAND )STEEL WEDGES WELDED � 9" RADIUS STEEL PLATE RADIUS AND 4" RADIUS fEEL PLATES WELDED TO A 4" DIAMETER STEEL GHTING ARRESTOR SPIKE <TENDED 12" BELOW CONC �' �' TE U CP—� O� �_ . ° � . .� �<. Qifl - — —a �- — _' `^ . . LL ' . . a 9 <. �.a no � �,;�' . 2�� ec SECTION `, v% SCALE: 1 1/2" = 1'-0" �� ^^^,","' ^ONC CAP SCALE; 114" = 1'-0" FORERUNNER 1" DIA X 16 GA. PICKET 2 112" DIA 16 GA. POSTS � O � � _ N � Qw O = �w � U wZ �w ... � 0 CIPC - MOWING STRIP SCALE: 1 1/2" = 1'-0" OMF-POS' DEPTH-P NSG, TYP 6" MAX BE TOP OF C AP WHER �� O 10" �@�SECTION (OMF) SCALE: 1" = 1'-0" K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN AFP 10 75 00 ALUMINUM FLAGPOLE AP 32 12 16 ASPHALT PAVING BC 31 20 00 BASE CDURSE HF 3� 13 13 BRDOM FINISH BLDG -- -- -- BUILDING BOL OS 50 00 BOLLAR➢ BR 12 93 00 BICYCLE RACK CIPC 03 30 00 CAST-IN-PLACE CONCRETE CLR -- -- -- CLEAR CONC 03 30 00 CONCRETE CONT — -- - CONTINUDUS/CONTINUATIDN CP 32 13 13 CONCRETE PAVING CPEJ 32 13 13 CONCRETE PAVING EXPANSIDN JDINT (ISOLATI�N JT) CPJS 32 13 13 CONCRETE PAVING JDINT SEALANT DIA -- -- -- DIAMETER DP -- -- -- DIMENSION PDINT E� - - EQUAL FGR 31 20 00 FINISH GRADE/GRAD%NG FTG 03 30 00 FDOTING GA -- -- -- GAUGE GALV -- -- -- GALVANIZED ISA -- -- -- INTERNATIDNAL SYMBOL ❑F ACCESSIBILITY LP 26 00 00 LIGHT POLE LSPA 32 90 DO LANDSCAPE PLANTING AREA MAX -- -- -- MAXIMUM MFR -- -- -- MANUFACTURER MtN — -- -- MINIMUM MMF OS SD 00 MISCELLANEDUS METAL FABRICATIDN NSG 03 30 00 NON-SHRINK GR�UT (CIPC) OC - �N CENTER OMF 32 31 19 ORNAMENTAL METAL FENCE OMFG 32 31 19 ORNAMENTAL METAL FENCE GATE PCC 32 13 13 PDURED CONCRETE CURB PST OS 50 00 PIPE STANCHIDN R= -- -- -- RADIUS E�UALS REHR 32 13 13 REINFORCING BAR (CP) SGR 31 20 00 SUBGRADE SIM -- -- -- SIMILAR SOG 03 30 00 SLAH-ON GRADE SQ -- -- -- SQUARE STD -- -- -- STANDARD STF 32 12 13 STEEL TROwEL FINISH TCS 10 14 53 TRAFFIC C�NTROL SIGN CTCS-) TE 32 13 13 TDOLE➢ EDGE THK -- -- -- THICK UND -- -- -- UNLESS NOTED OTHERWISE W/ -- -- -- WITH WAC -- -- -- WASHINGTON ADMINISTRATIVE CODE WPTJ 32 13 13 yjEAKENED-PLANE TDOL JDINT CC�NTRACTION JT) KEYLINK N❑TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS, M Hutteball & �re 'rrius 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 �IREGISTERED ARCHITECT N� 708G 'j'%� ��` i s��remus OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Drayyn: �v1j�V/CY ` ADDENDUM 1 - 7/29/2009 I BID SET Site Details Sheet No. A 1.3 HARDWARE OMFG-2 (2 LOCATIONS) �ORNAMENTAL METAL GATE/FENCE 1'-6" e /��SERVICE YARD PLAN �� \ � % SCALE: 1/4" = T-0" STRUCTURAL CIPC - FTG/ FDN; AT GATE POST; EMBED TS INTO 30"X30°'X48" DEEP POST FOOTING POURED INTEGRALLY W/ ENCLOSURE WALL FDN/ FTG; HOLD TOP OF POST FOOTING DOWN TO ALLOW CP TO CROSS WITHOUT INTERRUPTION MMF GATE ELEV @ SERVICE YARD ENCLOSURE a __- \ � / SCALE: 1/4" = 1'-0" v � M N 000 0 0 �oo� ��J� �1,0 i �00 00 ,�� i�� 00 i � � OG i ,�+�� c7 �i nuar, �out moka�u . x�d m durr�. nw ;M 5 � � . �. � • � .`.. �a`� �. n :• 000cc� �� '�'° ° °, '' �i �i! I ii�� 1"fd BAR (CANE BOLTS) OPENING(S) EASE EDGES BY GRINDING HASP (2-1/4"x1/2" SLOT) SEE DETAIL 15C/A1.4 FOR HINGE CONSTRUCTION � OF HAS� _ 3'-6" AFF L 3"x3"x3i16" (HANDLE) PERFORATED METAL SHEET CONT WELD(5). TYP ��ELEVATION OF HASP & HANDLE OPENWG � � " % SCALE: 1 1l2" = 1'-0" CMU WALL HASP (2-1/4"x1l2" SLOT) SEE DETAIL 15C/A1.4 FOR H WGE CONSTRUCTION 8"x6"x1/2" MMF R WITH (2) � 3!8" THREADED ANCHOR BOLTS (EPDXY EMBEDED) L 3"x3"x3l16" (HANDLE) _ ' Zo PERFORATED METAL SHEET SCALE: 1 1/2" = 1'-0" MA 4x� PE SF MMF "W" TEE SECTION �... E� CC MA SCALE:FULL ------ ----------------------------- - , � -- i i TS 4"x2"x3/16" _ ��i��il I� j � ��i �i I I' Z_?� L 1-1l2"x1-1/2"x3/16,� II � �i �i I � I �� -- ��r — � � � ' �i I I �i �i I I � �� WT 4x4 �� , �,� �� ; � �� O �� i I I ii j i�I I �� PERFORATED METAL � � � �i i i I I ', �� ' � SHEET 10 GAGE, 1" � �� i I I I I i I I�i I ��1 HOLES, STAGGERED ��J '�� I I�� i � � i I�J ��''� � 1-318" CENTERS 48% � i � � � � OPEN AREA �;� l ,�i � i I I! i I I i 11 ��' �i � J�� ( CONT WELD(S), TYP � �DETAIL ELEVATION @ C��4TE MEETING STILES ELEVATION - EXTERIOR SIDE Y ELEVATION - ENCLOSURE SIDE I M 1"PJ BAR (CANE BOLTS); NO BAR AT SIM ENCLOSURE SIDE TS 4"x2"x3/16" t"fd BAR (CANE BOLTS) F&SM WALL CAP MMF SLOPED CAP @ MMF TS �g TS 4"x2"x3/16" 1/4"x1-1/2"0 CAP L 1-1/2"x 1-1/2"x3/16" � � � M ��\ WT4x4 ��, PERFORATED � \ � METALSHEET �I I�� U � ih � " ' O �0�, �� I �1 �� J ��J �,� � � II II � � �I �I � �� l 1-1/2" TUBING - 1-1/2"(1� � II II � �' OD,1"0ID-WELD I �? '� ALTERNATELY IN 3" SECTIONS TO JAMB AND DOOR STILE - GRIND SMOOTH,TYP �ELEV - TOP OF GATE @ HINGE/JAM� SCALE 3" = 1'-0" EXTERIOR SIDE � PERFORATED METAL SHEET I L 1-1/2"x1-1/2"x3/16" PLAN-SECT ABOVE � B�LOW HASP ENCLOSURE SIDE � ! TS 4"x2"x3/16" � 1 "fd BAR (CANE BOLTS) � N � 3/8" PIPE - 0.675"0 OD,0.493"0 ID - WELD i a ALTERNATELY IN THREE SECTIONS I <`� 1/8" PIPE - w/.405 OD (PIN) & 7/32" m EXTERIOR SIDE I C SECTION OF HASP & H NDLE OPENING ! � �� i i i �i �U � 000 ',��i' ''� ��000� I I O ' � � � �'�, "� O � � �i � i i , �t'�, � ;�� , O� �'�'� � � � �� ` 1, ��, �1� i i � �� i�i I I�i ��/i ,I I I I, ` ;I I'',�',I I', �' ------------------ ------------JI I',!',I I`------------------ � ��il�il I ----------------------- — — — - --'��-- -------- I 1/4' GAP PERFORATED METALSHEET WT 4x4 t 1-1/2"x1-1/2"x3/16" TS 4"u2"x3/16" GRADE ELEVATIONS & DETAILS OF GATE SCALE: 3" = 1'-0" TRENCH DRAIN iC tGR K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN AFF -- -- -- ABOVE FINISH FL�OR AP 32 12 16 ASPHALT PAVING BC 31 20 00 HASE CDURSE CMU 04 20 00 C�NCRETE MASONRY UNITS CONT -- -- -- CONTINUOUS/CONTINUATIDN DIMS -- -- -- DIMENSIONS DP -- -- -- DIMENSIDN POINT ELEV -- — -- ELEyATION EQ -- -- -- EQUAL F&SM 07 62 00 FLASHING & SHEET METAL FTG 03 3D 00 F��TING ID -- -- -- INSI➢E DIAMETER JS 07 92 00 JDINT SEALANT MECH — -- — MECHANICAL MMF OS SO 00 MISCELLANEDUS METAL FABRICATIDN ❑➢ -- -- -- �UTSI➢E DIAMETER PL O5 50 00 PLATE CMMF) REBR 32 13 13 REINFORCING BAR CCP) SECT -- -- -- SECTI�N SGR 31 ZO 00 SUBGRADE SIM -- -- -- SIMILAR TDN 33 40 00 TRENCH DRAIN TS OS 50 00 TUBE STEEL CMMF) W/ -- -- -- WITH WT -- -- -- WEIGHT K�YLINK N�T�S SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISI�NS, SCALE: 1 1/2" = 7'-0" L 3"x3"x3116" (HANDLE) SEE 13/A1.3 PERFORATED METALSHEET 1/4"ki BENT ROD ��1� i � � � �-� u�� ---~ a o iii i �iii ii i � ��i i� �i 1 1/4"0 PIPE W11.380" Ip -CAP � ��I I�-�� --- ENDSW/1/4"PL r� C --� � � � � --� . ° � `-a � �il � ��i� � ��°� � �- a 112"ft3x10" REBR WELDED TO PIPE � �---- �--� ° c° a � 112"G.3x90" REBR EACH SIDE c L u G ` 4� � a `a PAVING SECTION PER CIVIL a � ELEVATION OF BASE O� GATE a� MEETING STILES MMF - TS 8"x8"x3/8" JS, TYP —� � � JAMB ANCHOR pp � <Zt/ (SEE STRUCTURAL DETAIL 13/5-3.31) 12 PLAN - SECT @ GATE JAMB SCALE: 3" = t'-0" TS 4"x2'k3/16" L 1-1(2"x1-1/2"x3/16" PERFORATED METAL SHEET� FABRICATE STEEL PIANO HINGE - SEE DETAIL 10/At-3 NOTE: NO TS POST & HINGES AT SIM A1.4 I�� 1 � �. II II ��`�� - � I� i� � WT 4x4 �� I� � � � i �� I� � �i � � M II III I i�� / PERFORATED METAL � I �� / SHEET 1-1/2"x 1-1/2"x3/16" TS 4"�2"x3/16" � TS POST +i ELEU - BAS� O� GATE a� HIIVGE/JAMB SCALE: 3" = 1'-0" �y �� Hutteball & �reiiltiS C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 �REGISTERED ARCHITECT � 7oao 1 Oremus � OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 Drawn• MW �ADDENDUM 1 -7/29/2009 BID SET ISite Details Sheet No. A1.4 SINGLE DOOR �HASP & HANDLE OPENING 9 A1.5 TRASH ENCLOSURE PLAN SCALE: 1/4" = 1'-0" MMF-GATE ELEV @ TRASH ENCLOSURE 8" CMU-2 AT ALL SIDES FTG REFER TO STRUCTURAL SCALE: 1/4" = 1'-0" MRP @ SERVICE YARD SCALE: 1 1/2" = 1'-0" II�1��;�[i]Z.�i7� TRASH E SCALE: 9" = 1'-0" 12 A1.5 /�--s♦ / � 1 � � . . . I . K€ Y L I N K S C H E D U�� KA SSN DESCRIPTION ACL 10 14 00 ALUMINUM CAST LETTERS AP 32 12 16 ASPHALT PAVING HC 31 20 00 BASE COURSE CIPC 03 30 00 CAST-IN-PLACE CONCRETE CLF 32 31 13 CHAIN LINK FENCE CLG 32 31 13 CHAIN LINK GATE CMU 04 20 00 CONCRETE MASONRY UNITS CONT - CONTINUOUS/CONTINUATION CP 32 13 13 CONCRETE PAVING CPEJ 32 13 13 CONCRETE PAVING EXPANSIDN JDINT (ISOLATIDN JT) ➢P -- -- -- DIMENSION PDINT ELEV -- -- -- ELEVATION EQ -- -- -- EQUAL F&SM 07 62 00 FLASHING & SHEET METAL FGR 31 20 00 FINISH GRADE/GRADING FSN -- -- -- FASTEN�FASTENERS FTG 03 30 DO FDOTING JS 07 92 00 JDINT SEALANT LSPA 32 90 00 LANDSCAPE PLANTING AREA MMF OS 50 DO MISCELLANE�US METAL FABRICATI�N MRP 07 41 13 METAL R�OF PANELS OMF 32 31 19 ORNAMENTAL METAL FENCE PTWD 06 10 00 PRESERVATIVE TREATED WDOD REBR 03 30 00 REINFORCING BAR CCIPG SIM -- -- -- SIMILAR SRD DS 31 00 STEEL RDOF DECK SSF O5 12 DD STRUCTURAL STEEL FRAMING TS OS 50 DO TUHE STEEL (MMF) W/ -- -- -- WITH KEYLINK N❑TES SEE DRAyJING SHEET AD-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS. BID SET 2 � v ¢ ACL SMOOTH FINISH `° NORTHWEST C REER & TECHNICAL ACADEMY MARINE TECNOLOGY ACILITY ; z� 5/8" 1601AQ AvENUE b , m . ; �„ v� r-- �� L----- n � m _. . . . .. o . . . . . �.. .. ACL LETTERING NOT � SHOWN FOR � � GROUNDED SMOOTH FINISH � SUNKEN RELIEF (CONCAVED) TEXTURED FINISH TEXTURED FINISH � FTG PER i -----�----, STRUCTURAL r----�-------, �—SUNKEN RELIEF i i (CONCAVED) i i � �i TEXTURED FINISH i i ------------- -------J �_ � TEXTURED FINISH MONUMENTAL STONE SIGN ELEVATION SCALE: 1/2" = 1'-0" MONUMENTAL STONE SIGN SECTION SCALE: 1/2" = 1'-0" fLMIVbC� i i r CLF SOUTH ELEVATION EXTERIOR SIDE a 0 SCALE: 1 1/2" = 1'-0" U — � � _ 9' ` 8" CMU WALL DP F&SM - REGLET FRSM - MRP ROOF TO WALL FLASHING / SRD SSF-ANGLE,SEE STRUCT MRP RRKE @ SERVICE YARD 4:71:r - ANGLE SCALE: 1 1/2" = 1'-0" F&SM - COPING SHAPED 2X CONT PTWD GASKETE� FASTENER—��, INTERIOR CMU WALL f ( I I � 1 i { � i � c �% F&SM - COPING 8" CMU WALL SSF - BENT PLATE, SEE STRUCT F&SM - CONT CLEAT; FSN W/ SELF TAPPING SCREWS EXTERI OR SCALE: 3" = 1'-0" SCALE: 1/2" = 1'-0" CLF LOCATED INSIDE STORAGE BUILDING, SEE 1lA1.6 CLG - CIPC FLANGE,TYP CLF EAST ELEVATION � � � r� e � Hutteball & Ore'mus C4010 Lake Washington Bivd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT Nes� 708G OF WASHINCTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Praject No. 0806 DraWn: MVd 1 ADDENDUM 1 -7/29/2009 SCALE: 1/2" = 1'-0" CLF LOCATED INSIDE STORAGE BUILDWG, SEE 1/A1.6 Site Details Sheet No. A 1.5 �MRP TO WALL � SERVICE YARD CIPC - FTGI FDN; AT GATE POST; EMBED TS INTO 30"X30"X48" DEEP POST FOOTING POUREDINTEGRALLY W(ENCLOSURE WALLFDNlFTG; HOLD TOP OF POST FOOTING DOWN TO ALLOW CP TO CROSS WITHOUT INTERRUPTION '�� 8 A1.6 \ A B C h 30�_p�� \ �— —�(' - - 1 D � 3�_6„ � 4._0�� 28�_6,� I _...�_..._ _ � �� 4 FENCE PER � -- ------------- A1.6 SITEPLAN `t �----r---�----- - ----- --------� �-- - - - I � �---- ---- I I� CLF - REFER TO Z � x17 A1.5 -�d I � DETAILS ON A1.5 �o � � m � - �- - � — ---x- �— — yc -- - _ - —�- 6,_p�� r�i ii � �. r 15 ------ Q � � A1.5 � N N � � I M17 I� o� I c9 � � II 0� _ � � � I I N~ I I I J I � I � � �uc _�� ____'��. I � � .,____ L-------- � _ M18 0 � - - - ------- - - - - -- i -- i I I `--- `_ r--------- � -- � C1� � � � M15 I O� � � U � �Io S29 II Nnl � I A1.6 O � A1.6 I � � I DS � I ��---- --- Z L-------- _ � — � I '�— ----- W — - - ------ � — I I �I I�__ M I s � W � � A1.6 O � �n � � � BULKFUEL I � N`� I STORAGE � I � � I I m cn `r I � �-----��-- � 10 � `"� " � 1 A1.3 � NN � I iOPEN SHELVING - F.O.I.O. � i � I O`� I 2 � � - � � � I FENCE PER -�---- ----------------- SITEPLAN FENCE PE SITE PLAN �OPH A1.6 � STORAGE BUILDINC PLAN SCALE: 1/8" = 1'-0" N O RTH � I � Ir I I 6 � A5.4 ♦ / 20'-0" s � A1.fi � 7 / A6.4 \ TYP DS 12 A1.6 \ � a o�-o�� — Top o� f s�ab 10 � A1.6 7 / � 20,_0" - - - - - --- - - - - - - �— �� A5.4 i--` ----- ♦ � - --------- � -- r-------- ,r o�-o° To�p of s�ab �_ � �SOUTH ELEVATION , , �. ;�;;�,...:�..� �i ��iu�= , �I a � ,!I'� � � � s � � I � `"[iN1�:iaTr�lf �I.es'JX��\l� _-s�aWv .�Mm� � _ . � --- . -0" TO 3 8.2 SIM GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTif 07 54 00 OR D7 41 13 FOR TYPE AND THICKNESS 14 � A5.4 � �� / / _ O�'oii Topa� {s�ab WEST ELEVATION SCALE: 1/S" = 1'-0" �� A8.6 \ A O ( C ) \ � � - � � I „ ♦ /' 3A I A1.6 � � � � � � " � SCALE: 1/8" = 1'-0" �� SOGD HORIZ NTAL TRACK ASSEMBLY P R MFR, 6 PROVIDE BA K HANGERS, A5.4 ROOF HANGE ANGLE AND SWAY BRACE PER MFR ' 10 RECOMMEND�TION 11 �� A1.6 12 A1.6 SIM � � -�� ., - - R-- � . . . ._ - SCALE: 1/8" = 1'-0" � �G��:��I�7 � Hutteb al1 I � I �.", � a �/- II- I � � / L� e � � � O �& Ore 'rrius 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98D33 p 425 828 8948 f 425 828 9067 ASSE BLY P R MFR BACK ANGE' S, RO( HANG RANG EAND BRAC PER M R RECO. MEND TION, iy � REcisTtREo ARCHITECT � N 7080 'V,l�YI��l� TE OF WASHWGTON KA SSN DESCRIPTIDN AFC 03 30 00 ARCHITECTURAL FINISH C�NCRETE 3 STORAGE BUILDING RCP AFF -- -- -- ABOVE FINISH FL�OR SCALE: 118" = 1'-0" NORTH HPB 07 41 �13 BUiLDNNGLPAPERONMRpRRIER � CLF 32 31 13 CHAIN LINK FENCE COL - COLUMN coNN - coNNEcrroN ns os so 0o noWNsPour �MMF� COLUMN �ONN - $ STORAGE BUILDING BAR & CABLE '` � SYSTEM EQ -- -- -- EQUAL FOI❑ -- -- -- FURNISHED/OWNER INSTALLED/�WNER �MRP GS 06 16 00 GYPSUM SHEATHING RRI-2 ISGL 08 80 00 INSULATED SAFETY GLASS Northwest JS 07 92 00 JDINT SEALANT Career & ' I' SR� MRP 07 41 13 METAL R��F PANELS MWP 07 42 13 METAL WALL PANELS MWPT 07 42 13 METAL WALL PANEL TRIM Technical OPH -- -- -- OPPOSITE HAND RCP -- -- -- REFLECTED CEILING PLAN Academy - RRI 07 41 13 RIGI➢ RO�F INSULATION (MRP) SAF 06 16 00 SELF-ADHERED FLASHING SIM -- -- -- SIMILAR SSF PER SOGD 08 36 13 SECTIONAL ❑VERHEA➢ GARAGE DDOR 1606 R AVeltiie STRCUTURAL SRD OS 31 00 STEEL RDOF DECK Anacortes,98221 SSF OS 12 00 STRUCTURAL STEEL FRAMING TS OS 12 00 TUBE STEEL (SSF) VR 07 41 13 VAPOR RETARDER (MRP) ANACORTES CAMPUS W/ -- -- -- WITH wPU 07 41 13 WATERPRDOF UNDERLAYMENT - K�Y� I NK NOT�� Date: 07/13/2009 B�AM CONNCCI�ON � SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS Praject No. 0806 9 STORAGE BUILDING BY ALPHABET AND BY DIVISIDNS, KHF Drayyn: 1/2" = 1'-0" 13A �L MRP - CLIP PER 2 A�DENDUM 2- 8/06/2009 MRP MANUFACTURER A1.6 BP r- SRD CLOSURE � �� SRD PER PLAN I-LI I�� - WPU �I�- SSF PLATE PER STRUCTURAL t ,y , � i r' ��' �' � SRD � � SSF TS PURLIN _ - SSF BEAM � -I --- GABLE TO 10 PI�AT� CONN � /z^ _ � �-o^ GL SSF COL BAR & CABLE SYSTEM DS W/TWIN SSF PLATE HEAD OUTLET PER 13/A6.3 ' .._._.. � � / � � ' 6�_p�� _�,� � � NP L�N� P GABLE STAY & 12 COLUMN BASE AFC PLINTH WI 1/2" CHAMFER, ALL EDGES FINISH GRADE PER CIVIL � � � ' � � '�-� � � �' RRI-2 �I � _�� - -{� I j -�.� I BOTTOM OF VR DECK PER i FLEXIBLE CLOSURE STRUCTURAL i,` �; STRIP. FINISH W/ i ' PAINT @ INTERIOR CONFORMED MWP TRIM i� I WHERE EXPOSED BID SET i ': i •; MWP-2 i JS AIB OVER GS SSF PER STRUCTURAL �FRAMING DETAIL Ge A 1 PROVIDE TARGET SRD FLASHING AT ALL MWP PENETRATIONS GB .. � - SAF, TYP ? -----_/ • EACH SIDE � s OF OPENING STIFFENER STIFFENER PLATE P�ATE SSF BEAM SSF BEAM MWPT __ Storage Building ' - Enlarged Plans MWP j�= JS Elevat�ons � Detai[s A ELEVATION SEC ION sheet No. B �SSF @ MWP . SCALE: 1 1/2" = 1'-0" A 1.6 � ' / SCALE: 1 1/2" = 1'-0" ✓ NOTE: SEE ELEVATIONS FOR GL EXTERIORERIOR FINISH MATERIAL CHANGES 4�� z" MWP PROVIDE VERT OR HORIZ HCH hS NOTE I� �:' �i � ,: � �� CONT HORIZ OR VER i I 2"X14GACFMF STRAPS AS REQ A!B � J � i GS-REFER TO STRUCTURAL DRAWINGS FOR 8 �Z., STRUCTURAL PANEL LOCATIONS � , 10" U 11 1/2" EXTERIOR WALL TYPE 1 1 1/2�� _ �,_p„ NOTE: REFER TO NOTE GL No. 1 FOR ADDITIONAL INFORMATION EQ EQ UNO UNO SAB 6" NL 8" NL � INTERIOR WALL TYPE NOTE: 1. CONTROL JOINTS TO BE VERTICAL; CONTROL JOINTS TO OCCUR TYPICALLY ABOVE DOORS FROM CORNERS OF DOOR FRAMES, ABOVE AND BELOW WINDOWS & RELITES FROM CORNERS OF FRAMES, AND AT MIN 30' INTERVALS HORIZONTALLY UNO. 2. SAB NOT SHOWN FOR CLARITY ^ TYPICAL CONTROL JOINT NOTE: SEE ELEVATIONS FOR GL EXTERIOR FINISH MATERIAL CHANGES EQ EQ UNO UNO MWP PROVIDE VERT OR _/� HORIZ HCH AS NOTED � I, \� CONT HORIZ OR VERT 'I • �` _� 2" X 94 GA CFMF STRAPS AS REQ II,,k� A/B GS - REFER TO ; �'� STRUCTURAL Ii _/� DRAWWGSFOR � �-`� STRUCTURAL PANEL LOCATIONS � � � � 7 118„ EXTERIOR WALL TYPE 2 1 1 /2" = 1'-D" NOTE: REFER TO NOTE GL No. 1 FOR ADDITIONAL INFORMATION EQ i EQ 1. REFER TO GENERAL �UNO�,UNO�, NOTEi"' 'r SAB 6" NL GL NOTE:REFER TO STRUCTURAL FOR REINFORCEMENTAT CMU � DP DP � n MWP3 OVER HCH WHERE INDICATED ON EXTERIOR ELEVATIONS SPMR CONT 8"CMU-PATTERN AT UPPER & TYPE PER CMU WALL ELEVATIONS EXTERIOR MCI EXTERIOR WALL TYPE 3 1 1/2„ _ �._�,� NOTE: REFER TO NOTE No. 1 FORADDITIONAL INFORMATION CTW OVER CEMB WHERE OCCURS 4" NLMF GB DPLF OVER GB WHERE SHOWN ON INTERIOR ELEVATIONS - 4 5/8" INTERIOR INTERIOR FINISH AS SCHEUDLED ON FLOOR PLAN 8"CMU-PATTERN $ TYPE PER ELEVATIONS IN��R MCI GL K� Y� I N K S C H E D U�� KA SSN DESCRIPTIDN ADA -- -- -- AMERICANS W/DISABILITIES ACT DP D�� BATI 07 21 00 HATT INSULATION CEMB 09 30 13 CEMENT BACKER BDARD CCT) CFMF OS 40 00 COLD-FORMED METAL FRAMING CJ 09 ZO 00 CONTROL JOINT (GB) CLR -- -- — CLEAR CMU 04 20 00 CONCRETE MASONRY UNITS CONT -- -- -- CONTINUDUS/CONTINUATION CTW 09 30 13 CERAMIC TILE WALL DD -- -- -- DDOR OPENING DP -- -- -- DIMENSIDN PDINT INTERIOR DPLF 06 20 23 DIAMOND PLATE FINISH PLAN L�G�ND 4 INTERIOR WALL TYPE 1 1/2" = 1'-0" SAB � 4" NL 8" CMU - PATTERN & TYPE PER ELEVATIONS & CTW WALL SECTIONS CEM INTERIOR WALL TYPE TYPICAL � 1 1/2" = 1'-Q" � � % SCALE: 1 1/2" = 1'-0" FSTP APPROVEDSMOKE CLOSURE STRIPS - EACH SIDE TOP OF ALL CMU WALLS TOP OF ALL CMU WALLS PARALLEL TO STEEL PERPENDICULAR TO STEEL DECK FLUTES DECK FLUTES ��STEEL D�CK CLOSURES AT CMU WALL � `� � SCALE: 1 1/2" = 1'-0" 6" CFMF 2 1/2" NLMF BATI - R19 SSF BRACE, REFER TO STRUCTURAL DRAW W GS GB FDN, REFER TO STRUCTURALDRAWINGS 1 1/2" NLMF GB GB EACH SIDE INTERIOR WALL TYPE SOUND WAIL � 1 1/2" = 1'-0" STRUCTURE VARIES �;: NLMF AS REQ'D FOR CONDITIONS NLMF- DEFLECTION TRACK TYPICAL: WHERE WALL TYPE IS REQUIRED a TO RUN CONTINUOUS PAST SSF, a z PROVIDE COMPRESSIBLE � � ACOUSTICAL SEALANT AT GAP (V � � } WALL TYPE PER PLAN _ F (V i NOTE: BATI & SAB NOT SHOWN FOR CLARITY TYPICAL UNRATED �COMPENSATION HEAD \ ` / SCALE: 3" = T-0" �� EDGE OF COUNTER - REFER TO 3A/A10.1 � — — � � PROFILE OF �� LOCKERS BELOW 1 - REFER TO 2A/A107 � � GB � R� (2) LAYERS GB EACH SIDE 4" W/O CRIPPLE STUD MECHANICAL DUCT I � � � � r- , , �-� � I // \ \\ I I I I i � y I � �/ � � � � I � � II II I I I I CUT GB TIGHT TO DUCT I I I (1/4" MAX GAP) � � /� I I I\\\\ �� / I I NLMF � �- —� � — — — — � 1 � � WHEN DIMENSION EXCEEDS I � — — — — — — — — —� 4" INSTALL CRIPPLE � I � I I STUD IN CORNER UL SYSTEM HW-D-0003/ HW-D-0005/ OR APPROVED TYPICAL PENETRATION DETAIL SCALE: 1 1!2" = 1'-0" 8" NLMF GB PER WALL TYPE FRYREGLET'Z' TRIM SHAPED TO FIT � i `'� 8" CMU GB TO CMU WALL PLAN DETAIL SCALE: 1 1/2" = 1'-0" L 6" CFMF (UNO) BATI - R19 SSF BRACE, REFER TO STRUCTURALDRAWINGS GB 8�� PN @ PU DT CFMF OR NLMF SAB — DT 09 22 16 DEFLECTIDN TRACK EA -- -- -- EACH E� -- -- -- EQUAL FDN 03 30 00 FOUNDATION FECR 10 44 13 RECESSED FIRE EXTINGUISHER CAHINET FIN -- -- -- FINISH FLR -- -- -- FLODR FSTP 07 84 13 FIRESTOPPING GA -- -- -- GAUGE GB 09 20 00 GYPSUM BDARD GEN -- -- -- GENERAL GS 06 16 00 GYPSUM SHEATHING HCH 07 42 13 HAT-SHAPED FURRING CHANNEL CMWP) HORIZ -- -- -- HORIZONTAL MAx -- -- -- MAxIMuM MCI 04 20 00 MASONRY CELL INSULATIDN MIN -- -- -- MINIMuM PLAN LEGEND MWP 07 4z 13 METAL WALL PANELS ocMF 09 22 16 �NNCENTEREARING METAL FRAMING PWBP 06 10 00 PLYW��D BACKING PANELS REQ➢ -- -- -- REQUIRED SAB 09 20 00 S�UND ATTENUATION BLANKETS SPMR 07 54 00 SINGLE-PLY MEMBRANE RDOFING SRD OS 31 00 STEEL RDOF DECK SS OS 40 00 SILL SEALER CCFMF) SSF OS 12 00 STRUCTURAL STEEL FRAMING UL -- -- -- UNDERWRITERS LABORATORY UN❑ -- -- -- UNLESS NOTED OTHERWISE VERT -- -- -- VERTICAL W/0 -- -- -- WITH�UT KEYLINK N❑TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS 4"NLMF BY ALPHABET AND BY DIVISIONS, LEGEND CTW OVER i� 7 GRID LINE SYMBOLS CEMB �� GRID TAGS: CIRCLE INDICATES CENTERLINE OF STRUCTURE (COLUMNS, STUD WALL); SQUARE INDICATES FACE OF , � STRUCTURE (CMU, FOUNdATION WALL, PLYWOOD I SHEATHING, STUD WALL) �GRIDLWE INDICATES CENTERLINE OF COLUMN OR FACE OF STUD OR FACE OF FOUNDATION WALL WALL (UNO) WALL TYPE SYMBOLS WALL TYPE 1 GENERAL NOTES: 1. ALL INTERIOR WALLS TO EXTEND ENTIRE ASSEMBLY TO BOTTOM OF ROOF DECK UNO OR DETAILED. WHERE NOTED OR INDICATED, WALLS PLUMBING SOUND WALL NOT EXTENDING TO BOTTOM OF STRUCTURE TO BE BRACED AT TOP AS NECESSARY TO PROVIDE LATERAL SUPPORT. 2. REFER TO PLANS A3.1 FOR WALL FINISH REQUIREMENTS. 3. REFER TO STRUCTURAL FOR REQUIRED STUD SPACING FOR EXTERIOR WALLS, INTERIOR WALLS TO BE 16" OC UNO. 4. WHERE WALL TYPE FORMS ONE SIDE OF DUCT SHAFT OR CONCEALED VOID, FSTP DELETE WALL SHEATHING/FINISHES ON SHAFT OR VOID SIDE OF STUD UNO. 5. P,LL GS AND GB TO BE 5/8" TYPE "X" UNO. 6. ALL EXTERIOR WALLS SHALL BE INSTALLED ON FIBERGLASS SILL SEALER (SS). 7. SEE ENLARGED PLAN DETAILS FOR CONDITIONS THAT ARE NOT SHOWN ON WALL TYPES. APPROVED SMOKE g, ALL DIMENSIONING WORK POINTS ARE TO CENTERLINE OF COLUMN AND/OR CLOSURE STRIPS WALL STUD (UNO). EACH SIDE g. PROVIDE SOUND SEALANTS AND GASKETS AT ALL NOTED SOUND WALLS. DT 10. SEE EXTERIOR & INTERIOR ELEVATIONS FOR ADDITIONAL REQ'D EXTENTS OF WALL MATERIALS CALLED OUT IN THE WALL TYPES. 11. PROVIDE SAB IN ALL INTERIOR WALL TYPES, UNO 12 ALL EXTERIOR WALLS TO BE CFMF PER STRUCTURAL, AND ALL INTERIOR WALLS TO BE NLMF PER 092216 SPECIFICATIONS, TYP UNO. GB EA SIDE 13. WHERE "HCH" IS INDICATED, PRODUCT IS TO BE SUPPLIED AND INSTALLED AS SEE WALL PART OF THE EXTERIOR METAL WALL PANEL SYSTEM INDICATED. INSTALL AT TYPE SPACING AND ORIENTATION REQUIRED FOR FASTENING MATERIAL PER CFMF OR MANUFACTURER'S WRITTEN INSTRUCTIONS. NLMF 14. WHEN (2) LAYERS OF GB IS REQUIRED, INSTALL (2) GB ON THE STUD FACE TOUCHED BY THE WALL SYM80L. 15. AT CMU BLOCK LOCATIONS, INSTALL SPLIT OR GROUND FACE CMU ON SIDE INDICATED BY WALL TYPE SYMBOL. TOP OF METAL STUD TOP OF METAL STUD WALL PARALLEL TO WALL PERPENDICULAR STEEL DECK FLUTES TO STEEL DECK FLUTES STEEL DECK CLOSURES AT GB WALL SCALE: 1 1/2" = 1'-0" n FECR METAL FURRING FRYREGLET'Z' TRIM SHAPED TO FIT GB � CFMF GB TO CMU WALL PLAN D�TAIL SCALE: 1 1 /2" = 1'-0" INTERIOR WALL TYPE � 1 1/2�� _ �,_�„ FSTP 20 GA CLOSURE ANGLES EA SIDE - GB EA SIDE SEE WALL TYPE — SAB O LL� - z N LL �, NOTE: RECESSED CLOCK, SPEAKERS & ,� SIMILAR ITEMS SHALL ALSO HAVE GB WRAPPED RECESSES SECTI ON ELEVATION NOTE: FIRE EXTINGUISHERS TO BE TYPE 2A10BC SEMI REC�SSED FECR PLAIV DETAIL SCALE: T' = 1'-0" ROOM NAME AND NUMBEF IF REQD 4'+�i� — � � CLOSER WHERE REQUIRED VIEWING PANEL IF PROVIDED LEVER HANDLE EXCEPT WHERE EXIT DEVICE OR PUSH/PULL PLATES ARE USED KICK PLATE OR FLUSH PANEL ODOOR ELEVATION O DOOR SECTION SCALE: 114"=1'-0" SCALE: 1 /4"=1'-0" �---------��,� REQUIRED a � r CIRCULATION q i j. AREA NOTES: ? � 12" 32" MIN � � 1. SEE SHEET AO-0 FOR KEY co i CLR CLR ADA� ABBREVIATION LISTS BY ALPHABET d �ADA � i AND BY DIVISIONS. LATCH &�`� :.. 2. ALL DOORS REQUIRED TO BE i CLOSER HANDICAPPED ACCESSIBLE, SHALL Q i /� MEET THE MINIMUM STANDARDS �� OF THIS SUBSECTION. a i z i � � 18" DO $" T�'P, UNO � �MIN C R iADA � L � REQUIRED CIRCULATION ODOOR PLAN AREA SCALE 1/4"=1'-D" �ACC�SSIBILIiY STANDARDS SCALE: 1/4" = 1'-0" �� .� Hutte�all & Ore'riius C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 S28 9067 I REGISTERED �ARCHITECT N� 7C8G '%'%/�/��= , s��emus OF WASHINGTON Northwest Career � Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 DraWn: SDB C] ADDENDUM 1 - 7/29/2009 CONFORMED BID SET Wa11 Type Details Sheet Na. Az■o b 7 7/8" 6B 81(2" L � �-8° L �� T _---� , �---'-- J ,,/�,/ � FE�F V N 1 t , � ' _� �-_ MECH 109 i �� „ R4 �. � �, �r �. `� � � 3, a„ �� MECH i � ALCOVE TYQ"� �� 111 �i �� i ll ` 1I� � 11 1� � � 112 36,NP �, 1��`� � 11 F-- ROOF ACCESS 112 `� 'Y�� - = _' �l --_ � F G � � K (L M � N� U�P) Q 158'-0" Na Y GRIDLINE'D' 14,_Q., 28�_�� 28�_0�, - - - - �g^g�- - - - - - - - - ��^ - 5�_�,� '�„ 69'-D" TO 40'-4" 16'-8" 56 -0" --- 35'-0" 1 D' 5'-0" i �- -- --,--z------------------ � � , r i C-= - - ---', - � -- - 1 OUTLINE OF �---� ------------------------� EXTERIOR CANOPY-� ' N4 Q4 I � 1 � I � I r_ ---- ------------------------� � 'j i 16',3�� i o --- - I z- � N � C - - - ' - � 2 ' � r � `� a a M a --- -------------------� ¢ � s------ , ! ---- ; ; i � ' 4 � � o g^ 14._$,� 5,_$�� ,y._8„ 4�_$„ 1 7,_�., �'-�" 16�_�,� 3�_4,� 3�_4�� 19�_2„ 5'-6' j ' A8.1 � o RO RO A8.4 RO RO I 11"I � 14'-8" 11^ � 4 �---- -----z------------------------� � RO � A8.3 C - - - � �- r ,� - 3 - - - - �- - --------------J� � - - _ _ _ - _ _ - - - - - _ - - - _ - - - - - - - - - - - - - - - _ _______ __ _ ______ - , s__________ __ --- i �- 6�� -- /--� �P 6�� TYP 3�_�,� � I 6�� o 3.�J � - --- - --Tppg� -- z -�- - .-.-.-.-.-.--�-.-R-.-.-.-., W7 2 W6 � 17 A8.2 �! 1 W3 o i � Zo 4 N _ �S �.J _ DS � I I I I DS� o DS � A6.4 - --- - I DS � f -- 4 -� I I I - � f ' . ' ( _ - � � 104 48,WE ! ISGL 102A �2�ADD I o � I N � SA 4 F1 � 1 F11 � I � � 103 io �� A6.4 0 1 r j� I ;� OUTLINE OF ROOF I I � }` CHAIR STG I � I I I RooM NUMaeR ioa � ;� ; 10° ADMIN ! I o -� �.-.-0 i � � I I Noruseo !SG ?Oiq 72,AD 6�_4„ 128 I o OVERHANG ABOVE 104 L � O � j� �� I _ •�-•-•-•-•-�-•-i-•-�-• I � I � I z F10 �SG� I I � i a� Wa i � I 6B I I � I 6B R� 101B �2,OqDp � I' �, o II I I � � , 7_ � � � SGL 105 36,WB I I � I SG� 6B � M5 I I SYSTEMS � �F� � I I I LECTURE 28 36,�yq 6B I� �-- � I 106 I'I SYSTEMS I � I I HALL 19 F4 COE � � ALCOVE � � � 102 127 I N �., o I II I 105 � II II � sB MAIN ENTRY ' ' SG� � w 5 " `n I I 6B I I RADIUS GB SOFFIT I 101 -- B �9 7�� A I f�� a A82 M � I � q,_q^ I � � PER 4lA10.3 0 �-- gB � WS I � _l I I I I � Q� / I I I I I �� ' SGL l26 3 ' i � io o� I I I� I R4 I I � I I m �ISPLAV I 6 Wq " v� � � � FECR �,- -- -� I i II I � co I 4 I nRea I �F4 � ' i � � I "' 10'-2" '-5" '-5" � � / OUTLINE OF I 19 8'_2.' 12'_8" GL 1076 � L 107A 36,WB CLR CLR � � A8.5 � i CONF j�O - I A6.4 I RO �? I �9 6 9 F6 I � I N� % 126 ;� s� � EXTERIOR CANOPY '�I I o -' � � •-rn I��---- 1 3'-11" 3'-5' I � ^ � � ISGL 106C 36,HF y� 15GL '�psB SOGD1 I OFFICE R2 0� R3 19 U � � � � �� 8 F1 � U '' 7 F9 I 107 68 �� I� U 6B A11.6 0� � � I - ---- � -- g- - - - ---- - ___=-_ == - - __ _ ___--_ _ -� - - - ' -� �` �' I I �, �� i M � I � �', r � - � � - ' ` i rt � � r� � L 6A 6A 4� �� ' �, 4 �j ' i� i11 � 4�_4,-� - 3-9 58 `�' ao i� �--� �� --� �� ------� -- I ISG� � - --- _ � p � � � �i � IS L 102C 72,ADD ¢ a ,, ti SGL 106A 36,WFI R5 3 6 3 c.� � �� , � � � � ',, � D5 FECR 6 F1 q � 102D 72,AD 3 F11 � �� 1 _�,-^ �� -- 3 F11 A8.3 ' 2�_p^ A8.2 A8.1 - , � i �' ' � 1 j p'9'4 STUDENT ENTRY � c.i r-1 A8.5 ,1 i I � � � , i I � 7 h I� ,� I 1 , '' - 117 23'�� 51M� 1� 1 i �� R1 A7.2 , 1 ,�q 6� � � 3 � PROJE $T LAB ISGL 108A F?3 � �6'-0„ �� g,.8„ 2 � �� A6 4� �P��_,� �i .��- _ � , � � i � � �� , �,, i � � 8'- � ; i �n A$ 5 � �� A8.1 , i � �� `l� � � 8- � �, 1 I� U y I HSS EMBEDDED IN SLAB. REFER 2 � T T�- �� 1'�� ', �� ; �� i i i � � � i � r �� TO STRUCTURAL DRAWWGS $" g,_4" � p i � 1�` �- �� 1 �i 1 �� Z � � � (TYP. @ 3 LOCATIONS). A8.3 3 4�� 1' M �, g! ', W i ', i I i � � _ ', � � ' � ', / 1 � C7 T � 10'.0°� MO 4� l 36, � �• � � � � ��' � �$ �� z-e„ 6„ � /,. � _ ��g Fz r-�" � 10'-�" � \ M 1 i�� l� �i i I 4 ' a � O , , �; I � 15,-a" � � F 5,-0" RM 1 � �o� o„ �, � � ' o � A8.3 4,� 3'-4�� _ �Y � i �+� I "� � R` � � R6 G g ,t , i i � - - - - - 3 1'- �O F _" � �� , � �� ` A8.4 15 �� 8" SC+L 114A �� a 119 FLK a' ��--� �---i �- 3,.4" � 6 = �� ' 116 36WF 6 5,_g„ 1 � � 12-a" 2�_8" � 8" R5 � ISGL 114B S�GDti � � i/ 1 SGL�F2 A2 � HALL � "� OUTLINE OF � I 3,_4" I �� ' MO �� , � � F8 , �, � � 118 EXTERIORCANOPY-� ' ,�Z,_a„ M� TYP� "_ "`il� ` ` 1 WOOD �uN..�. O _ y BOY'S W , �, �, Mp - C SOG 1 q 1 �- t- _ - q r'`�" ` TYPII,^AL MECH. SUPPORT � 4 4 E- � 4'- ' 109 1 � � -'f � 6 r io a 120 "�'P ` �__- 2 lSG 7 FS '�'"- �� " 1 1 RETURN DUCT. 116 N<- 3 � ___-��- � A8.5 _ __ � 0 6' Q O FECR � �� I (REF�R TO MECH.) 7 � Q T , 5„ ��.-- �i - � � orn q � 6„ I< < � � S 1 �P 1 � � 1� , � �, p2.0 ,_. *_ '' ; 2 6 '� 3 � W cn OFFICE � � J 1 p72 - SGt 109A S�GD1 �` I SGl 106g � `n �,1 '�� 110 N 4, �„ 7''�� --- ; e "1 120 36, A 7 A� �� Fg Ff- O �- �-- � � � : 13 FZ � � W4 i , - - _ i __- � � J NP 4, 7„ �, 16' ', COMPOSITE ', 114 �I � �1 �� PAIN y BOOTH � � 115 � � :�r � Y � �3q� � a - z � vy - � i A8.4 ', \44,wE jFz � S SER�/�C�Y J � , -- _ _ n SEE A1.4 W4 - - O ,- 1 - � W4 _-1 - - _-_ _- � 1, 27'-4� - � 34'-0,� _ -� � ' � - � � 14'-S„ -'' � � . ..n T �,� RE �'�DIMENSION PLAN SCALE: US" = 1'-0" R� RG ELEC 123 � 5' � J =_� _ R� PUMP A8.1 i5trc R2 � 122 _ �° r-_ � �22 36 HA � R3 15 FZ __ � HOUSEKEEPING PADS - 1 REFER TO MECHANICAL '1 R.1 K� Y L I N K S C H� D U L� KA cSN ➢ESCRIPTI�N ADMIN -- -- -- ADMINISTRATI�N CONF -- -- -- CONFERENCE CUST -- -- -- CUSTODIAN DS OS 50 00 DObJNSPOUT CMMF) ELEC -- - -- ELECTRIC/ELECTRICAL FECR 10 44 13 RECESSED FIRE EXTINGUISHER CABINET HSS OS 12 00 HOLL�W STRUCTURAL SECTIDN ISGL 08 80 00 INSULATED SAFETY GLASS LAH -- -- -- LABORATORY MDF -- -- -- MEDIA DISTRIBUTION FRAME MECH -- -- -- MECHANICAL MO -- -- -- MAS�NRY ❑PENING ❑PH -- -- -- OPPOSITE HAND RD -- -- -- RDUGH ❑PENING SA -- -- -- SMOKE ASSEMBLY CON DD�R TAGS) SGL 08 BO �0 SAFETY GLASS SIM -- -- -- SIMILAR SOGD 08 36 13 SECTIONAL ❑VERHEAD GARAGE DODR KEY�INK N�T€S SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHMBET AND BY DIVISIDNS, LEGEND UNLESS NOTED OTHERWISE EXTERIOR WALL TYPE 2Q EXTERIOR WALL TYPE�3 INTERIOR WALL TYPE 4Q INTERIOR WALL TYPE 5A f�� BRACE FRAME PER STRUCTURAL NOTE: 1. REFER TO SHEET A2.0 FOR WALL TYPES AND ADDITIONAL INFORMATION. 2. REFER TO SHEET A0.0 FOR SYMB�LS LEDGEND. GEN�RAL NOT�S 1. REFER TO AO.D FOR GENERAL LEGEND. 2. FOR BLOCKING DETAILS AT WALL MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR BLOCKING REQUIREMENTS AT WALL MOUNTED EQUIPMENT. 3. INTERIOR DOORS NOT PROVIDED WITH A LOCATING DIMENSION TO BE LOCATED PER DETAIL 9/A2.0. 4. REFER TO A2.2 FOR WALL TYPES, DIMENSIONS, AND CLERESTORY WINDOWS NOT SHOWN ON A2.1. 5. REFER TO A2.0 FOR ADDITIONAL GENERAL NOTES. 6. REFER TO A3.1 FOR FLOOR, WALL AND BASE FINISHES, TYPICAL. 7. REFER TO A32 FOR EQUIPMENT LAYOUT. 8. REFER TO SHEETS A11.1 & A11.2 FOR DOOR, FRAME, WINDOW & RELIT PES. 9. REFER TO SHEET A2.0 FOR WALL TYPES, FLOOR/CEILING, ROOF/CEILING DETAILS. 10. REFER TO A2.0 FOR TYP PENETRATION DETAILS. 11.REFER TO A2.0 FOR TYP BACKING DETAIL AT DOOR S70PS. 72.REFER TO DETAIL 8/A2.0 FOR FECR INSTALLATION, TYP. � Hutt�ba�� & Ore'ri�us 401D Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 ' REGISIERED I ARCHITECT i N� 7080 �l�ir�lw � s��remus OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project Na. 0806 DraWn: KHF C 1 I ADDENDUM 1- 7/29/2009 �� 2 ADDENDUM 2 - 8ID6/2009 ICONFORMED BID SET Dimension Plan Sheet No. A2.1 F I 14'-0" I 3.5 - 4 - — _ 1 _.._� i � � I �I I 5 � — - - - ' � I � �1 �� 1 , � � � , 6 - � - � � � 7 1 � . ' I , '� 1 ,, � �� i RD R8 ', � �� ', II � �, � I 11 I � r — - —I li II � I�I _ — _ — R� R2� 3 �- - � - � i _� _ A RG IM r Q � H N Q � i[3SlY 11' 11 �� --- — � -- ii ii ii 4 � � A11,6 li i �� ii ii i�i �i�i ii ii ii ii ii ii ii �ii ii �� I 3 A1 1. 6 i�i �i�i ii ii �� ii ii ii �ii �� ii �� , _ _ _ I _- �i i p11.6 _ i �I �� 1 I � �� ,I ,� ,� � 1� I 1' �� I, 1 ��aoaxs�ax:�e�� I 158'-0" 4 A11.6 � I �i �i � �� 3 MRP �ii i� A11.6 �i iii �i �i�i � i ii A4.2 i i II i JI�� li SIM ii / , ' / i PROJE�i� LAB OPEN TO BELOW � 10 �� lii � �� ,,. � 1 i i�l� ,4.2 MRP ii i , � �i ii i „a � �� 1.6 � p1 — — � 1� , �� i� i� 1� II �I 1 �1 �� I �I �1 ', � � ---r r - �� I �� '� �i I �L =�� — �i ` _—� _, ; �� , � �� '�, i ,F�_a„ �Ir Q � I� ii ii ii 'ii ii ii il'i �� ii �� 1� � � , �1 I � �I ,� ,� � 1 �_ i i� � �II Q TO ', FtF RE ��CLERESTORY DIMENSION PLAN � SCALE: 1/8" = 1'-0" I RG � Y N ¢ 35' — �� -- � — — � — -- — _ ___� _ _ — — i i - l i - i '� � , O o P O 1 D' 0" _ 5�_�,� ' S�_�,� � — I — N4 Q4 ; I , � I 16�-3" �' i — % — + — � — � i ' � �� ' r I � Q i � � I � � i I j-- �- --- I --- �-- I � ; � % � � ,� � r �i I � �t; i t' I i � I ��1 - ---_ - K E Y L I N K S C H E D U L E KA SSN ➢ESCRIPTION DS OS 50 00 DOWNSPDUT CMMF) EQ -- — -- EQUAL LAB -- -- -- LABORATORY �MRP 07 41 13 METAL ROOF PANELS � sIM — -- — SIMI�AR K�Y�INK N❑T�S SEE ➢RAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY IIIVISI�NS. — -� O 0 - 3 0 io - 4 i�•�� ; � ;�� ,, ,- 7 ,l,i ;� �% z, � � � �� i _ � I� _ ' �, � �, l, -�--�---�— -- --L � —' �� ` �� — — — — — � i 1 i �1 i i � � i � �� — �i� — � � � —li — , — �i 5 i ii � �ii ii ii I i iil � ��, 2'-0" I� i � i I 1� OPEN TO BE��OW 11 '1 STUDENT ENTRY I � ! 1 i 117 �� ' �i � � �� 1, — � i i ii ',I _�_ �ilii iii � 1 ��- I ii ii � ' — � 1 I� , � '� ' " 1 ii � � i�i _ _ — f i �---- T 10,0„ �—�--` L _ _ _ — — °DS 14 5'-0° ,.� ''1 , A6.4 ' ` � �—� RK RL i � 13 ', i pg 4 �� ,� �', �, ,� �i �� 11 �, � �` '� �� i 1 —_ - 1 SERVICE YARD MRP - REFER TO A5.1 /� SERVICE YARD -� �REFER TO A1.4 �� — � _ — R1� 1 �- R1 RM — ,_ � � - �R3 I � �— �1 �� I ', R� � � Huttebail & Ore'mus �' C401D Lake Washingion Blvd. NE, Suite 320 '� Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 I REGISTERED ` ARCHITECT �� I N 7080 K�i��w AiE OF WASHINGTON i I Northwest Career � Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 I! Project No. 0806 DraWn: � H F �I CONFORMED ' BID SET Clerestory Dimension Plan Sheet No. �Z. � I" r'c K E Y L I N K S C I� � D U L E KA SSN DESCRIPTI�N ADMIN -- -- -- ADMINISTRATIDN CMU 04 20 OD CONCRETE MASONRY UNITS CONC 03 30 00 CONCRETE C�NF -- — — C�NFERENCE CPT 09 68 13 CARPET CTB 09 30 13 CERAMIC TILE BASE CTF 09 30 13 CERAMIC TILE FLDOR CTW 09 30 13 CERAMIC TILE WALL CUST -- -- -- CUSTODIAN DCM 31 20 00 DRAINAGE C�LIRSE MATERIAL DLAV 22 40 DO ➢ECK LAVAT�RY DTL -- -- -- DETAIL EEW 22 40 00 EMERGENCY EYEWASH ELEC - ELECTRIC/ELECTRICAL EP 26 00 00 ELECTRIC PANEL EQ -- -- -- EQUAL FD 22 40 00 FLODR DRAIN FRP 09 77 00 FIBERGLASS REINFORCED PLASTIC PANELS GB 09 20 00 GYPSUM BDARD HB 22 00 00 H�SE BIBB LAB -- -- — LABORATORY MB 10 11 00 MARKERBDARD MDF -- -- -- MEDIA DISTRIBUTION FRAME MDFW 06 20 23 MEDIUM DENSITY FIBERHDARD WAINSCOT MECH -- -- -- MECHANICAL OC -- -- -- ❑N CENTER OPP/M 10 22 26 ❑PERABLE PANEL PARTITIDN/MANUAL PS 11 52 13 PROJECTIDN SCREEN PWBP 06 10 00 PLYWDOD HACKING PANELS RB 09 65 13 RESILIENT BASE RPC 09 54 01 RADIUSED PANEL CEILING SCFF 03 36 00 SPECIAL CONCRETE FLDOR FINISH S�G 03 30 00 SLAH-ON GRADE UTS 22 40 00 UTILITY SINK VWC 09 72 00 VINYL ylALL COVERING W/ -- -- -- WITH WFL 22 40 00 WASH FDUNTAIN LAVATORY WOM 09 68 13 WALK-OFF MAT (CPT) KEYLINK N❑TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIONS, EN�RAL NOTES 1. REFER TO A0.0 FOR GENERAL NOTES 2. REFER TO A3.3 FOR CONCRETE FINISH AND SCORE JOINTS 3. 4'-0" HIGH MDF WAINSCOT AT ENTIRE PERIMETER OF ROOM. BEVEL ALL EXPOSED EDGES PER DETAILS. � 4. REFER TO INTERIOR ELEVATIONS FOR VWC REQUIRMENTS & LOCATIONS ON THOSE WALLS ELEVATED. 5. REFER TO INTERIOR ELEVATIONS, A4.1 & A42 FOR WDPW LOCATIONS AND REQUIREMENTS. 6. REFDER TO A3.2 FOR EQUIPMENT LOCATIONS & REQUIREMENTS 7. REFER TO SPECIRCATION FOR BLOCKING REQUIRMENTS AT WALL MOUNTED EQUIPMENT. COORDINATE MOUNTING DETAILS ON A10's OR PER MANUFACTURER SPECIFICATIONS. 8. REFER TO A9.1 & A10.3 FOR DLAV REQUIREMENTS & LOCATIONS. 9. 8"-4" HIGH PWBP AT ENTIRE PERIMETER OF ROOM ry . �� Hutteball � (�re 'mus C4a10 Lake Washingion Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 S28 9067 REGISTERED ARCHITECT Ns� �oao i bYoremus OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 �1 RF � ANACORTES CAMPUS FLOOR PLAN Date: 07/ 13/2009 Project No. 0806 K F.I .- t_-� � R3 — 'i L�—� � ,, �, �1 1� ,, ' � �i � 1 `R '�, �� RE SCALE: 1 /8" = 1'-0" V�L�7:ir:l PAINT �OOTH CUR� DTL "' BAR @ 24" O.C., 'OXY EMBED. SOG ;M SCAL!E: 1 1/2" = 1'-0" EDGE TRIM� WOM � a d- �' � ° � N � . . n. a . � 1/4'° - FV PER .REQUIREMENTS — CONC INISH TRANSITION DETAIL � BID SET Floor Plan Sheet A3.1 ; _ .," -.. -�.� �.. � �, ' r:. ' -----......... ,,..... _ . ......................................................_...............—,,,; rr,�t. _�. _ —..W.m..._.... . . ..... ..... ...._ S1 ., i ___.... r 1 i� i � I" J t � S5 �STORED��I�1"C � � CH i�G ,,,_ i � 04 � r I , � � �. � � _� _. ❑ ❑ -- _ � �� . �� C, ,�, : _' --�- — - -- ;: � , � � ,, ` , :... '` � — _ ��:-- ..... � , M1 � _t` 126 t......._...:..____ _ ..............._- -- —� — — _� � ' .a �?. ,a... ,t . � .i �, � ij , r'. 3 ; _ - - ��t� � ,-,� � ;ii ;i � '� .�_ .__ ,tl ;;; =`t 1 I'� 'i 1 �� s r " �---- ------- -- -�------___ __ ,_....._..�____- ...................._� _ _ � _ �.� �: �-� � __ I f _) ��c,,,:- _-.,:,,,, I ( r� �G ; � 1 t ` � � -}-r i : I e—x—�:—a a ,.. > �. ......._n , --. : � i , � �� I �` � � I ( M17 � � � � ( i; � M18 , - � :,,� tr--�' i i � ; �� I I ({ � �_C1� (' � 1 M15 � i � Q i ;i ( i' � i ( i: �- �'' I � z i � C - c€...q : > i I � w I x ; m Z � � o l: � I I � '� � � '� ' � �� i > , ; ' � ; ; _......._._ BULK FUE� ' ' � OPEN SHELVWG - F.O.I.O. STORAGE� s ;� �: : - ---- -� y� ; - -- ' M 14 M 14 � L--------------- ._........................-- -- ---------------= EQUIPMENT PLAN -STORAG� �UILDING SCALE: 1/8" = 1'-0" ��,a-� -�. - i �y - ` � �,z � =-= � ;, i ^ _ i� - EQUIPMENT PLAN -MAIN BUILDING SCALE: 118" = 1'-0" \•� ■ GENERALNOTES 1. REFER TO A1.5 FOR EQUIPMENT LOCATED IN STORAGE BUILDING 2. REFER TO MECHANICAL DRAWING M3.1 FOR MECHANICAL REQUIREMENTS AND COORDINATION. 3. REFER TO ELECTRICAL DRAWING E3.1 FOR ELECTRICAL REQUIREMENTS AND COORDINATION. K E Y L I N K S C H E D U L E KA SSN DESCRIPTI�N coMP -- -- -- coMPosiTE DIA -- - DIAMETER ELEC — -- - ELECTRIC/ELECTRICAL EQUIP -- -- -- EQUIPMENT FCIC -- - FURNISHED/CONTRACTOR INSTALLED/C�NTRACTOR FDIC -- -- -- FURNISHED/OWNER INSTALLE➢/CONTRACTOR FDIO -- -- -- FURNISHED/OwNER INSTALLED/OWNER LAB -- -- -- LABORATORY MECH -- -- -- MECHANICAL W/ -- — -- WITH K�YLINK N��S SEE DRAy�ING SHEET AO-0 FOR KEYLINK LISTS HY ALPHABET AND BY DIVISIONS, EQUIPMENT SCHEDULE SYSTEMS LAB FURN BY SIZE (IN) ELEC x H x x c� o c� o a c� a Q � NO. ITEM MANUFACTURER/MODEL � � � � o = ¢ � � NOTES S1 BENCHTOP DRILL PRESS GRIZZLEY G7943 14 24 38 15 - 110 - S2 BATTERY STORAGE RACK MSC 89405005 & 89405096 60 24 - - - -(3) SHELF METAL RACK EDSAL E-7204 ELECTRONIC W EDIATE CH W/ P LAMI ATE S3 WORK BENCH 72 36 50 - - - TOP & 2 EW1 POWER CENTERS WORKSTATION S4 MOBILE BENCH CABINET DURHAM 3401-95 60 24 38 - - - SET ON CASTERS S5 PLASTIC STORAGE TOTES AKRO-MILS 37-240 4. 19 9.5 - - -(30) TOTES IN LIGHT GRAY STANDARD COLOR MECHANICAL LA� FURN BY SIZE (IN) ELEC ,� F _ U O U �� C7 ¢ � NO. ITEM MANUFACTURERlMODEL ��- w w Q�� NOTES M1 SAFETY CABINET JUSTRITE 894510 43 18 65 - - - FUEL STORAGE FOR COMBUSTIBLES M2 WELDING BENCH BROADHEAD GARRET 36 36 33. - - - VENT PER M16 12526321 M3 WALL MOUNT EQUIP. HANGER - - - - - - - INSTALL PER INTERIOR ELEVATIONS M4 METAL WELDING TABLE BRQADHEAD GARRET 37 36 36 - - - INCLUDES FIREBRICKS 12526318 M5 WELDER MILLER SYNCROWAVE 250 DX 8. 0. 46 100 - 20 REQUIRES SINGLE PHASE POWER M6 PARTS WASHER - 36 48 36 20 -� 120 RELOCATED PER PLANS M7 HYDROLIC PRESS - - - - - - - - M8A MOTOR WORK STAND SPECIALTY MOTORS WS 360 12 - 36 - - -(12) MOTOR MOUNTS TOTAL M8B WORK BENCH EDSAL HEAVY DUTY 72 ; 30 32 - - - W/ STEEL TOPS, STRINGER AND FLARED LEGS WORK BENCH 5305 M9 FORK LIFT - 138 72 38 - - - LOCATED IN STORAGE BUILDING M10 ROLLWG TOOL BOXES - - - - - - - - M11 WALL MOUNTED STORAGE BROADHEAD GARRET 1259915 48 8 48 - - - INSTALL PER INTERIOR ELEVATIONS M12A OUTBOARD TESTING TANK SPECIALTY MOTORS TT-90 36 90 36 - - - LOCATED AT OUTDOOR COVERED WORK AREA M12B OUTBOARD TESTING TANK SPEGIALTY MOTORS TT-100 - - - - - 60 IN. DIA. M13A BENCH TOP GRINDER GRIZZLY G0597 24 17. 18. 20 - 20 MOUNTED ON 13B M13B METAL BENCH EDSAL HEAVY DUTY 48 30 32 - _ STEEL TOP, STRWGER, FLARED LEGS, WORK BENCH 5301 STORAGE DRAWER AND LOWER SHELF M14 BULK FUEL STORAGE ACETANK & EQUIPMENT 26 30 39 - - -- ACECUBE-120GALLON M15 STERNDRIVE STATION - - - - - - - - M16 EXHAUST HOOD - - - -- - - REFER TO MECHANICAL M�� ❑UAL OUTBOARD SPECIALTY MOTORS 60 72 42 - - -- STORAGE RACK M18 OUTBOARD MOTOR STAND SPECIALTY MOTORS OBD-S 31 96 42 - - -- M19 CHAINFALL - - - - - - - - COMPOSITES LAB FURN BY SIZE (IN) ELEC � _ U O U 0 a C9 d Q � NO. ITEM MANUFACTURERIMODEL �� o x¢�� NOTES C1 SEWING MACHINE - 30 48 36 - - - LOCATED IN STORAGE BUILDING C2- - - - - - - - - 1 C3 KILN PARAGON XPRESS E 12T 14 21 20 20 .2 120 - C4 KILN HOOD VENT VENT-A-FUME 30 30 12 - - 120� - WOOD SUPPORT FURN BY SIZE (IN) ELEC � x c� o c� o a c� a Q � NO. ITEM MANUFACTURER/MODEL ��s o x¢ a� NOTES � W� EX STING O F TABLE SAW STOP 44 34 34 � 20 - 20 96x36x36 INCLUDWG OFF TABLE W2 BENCHTOP DISC SANDER GRIZZLY G7297 18 18 14. 15 - 120 - W3 JOINTER DELTA 37-150DJ 30 60 41 15 - 20 3 PHASE POWER W4 BAND SAW RIKON 24 36 76 - - 120 - W5 PLANER �ELTA DC-380 30 22 36 15 - 20 - W6 BAND SAW POWER MATIC 14 26 72 - - 120 - W7 DRILL PRESS RIKON 30-230 - - - - - 120 - W8 WOOD LATHE - 24 6D 60 - - 20 - W9 ETAL STORAGE CABINET 48 14 72 - - -(2) LOCATED IN ADJACENT STORAGE W10 PIP & CLAM CK - - - - - - - WSTALL PER INTERIOR ELEVATION ,� W11 BENCHTOP GRINDERS - 16 24 16 - - 120 E OR PROVIDE 2 QUAD RECEPTACLES W12 WORK TABLES - 60 60 36 - - - BASES REFURBISHED PRIOR Tp INSTALLATION CHOP SAW W/ RAISED MOUNTED TO 32" H WORKBENCH W/ METAL W13 OFF TABLE ' 24 24 24 - - ' COUNTER TOP W14 PORTABLE DUST COLLECTOR - - - - 20 - zp PROVIDE 220 IN PROJECT AND WOODI CQMP AREAS W15 SANDING TABLE - 96 36 36 - - -- W16 METAL BENCH EDSAL HEAW DUTY 48 30 32 - _ STEEL TOP, STRWGER, RARED LEGS, WORK BENCH 5301 STORAGE DRAWER AND LOWER SHELF PROJECT LAB FURN BY SIZE (IN) ELEC � _ c� o c> o a c� d Q � NO. ITEM MANUFACTURERiMODEL � � � � o = ¢ � � NOTES P1 PULLEY / HOIST - - - - - - - - Y'y M.� Hutteball & Ore'rrius C4010 Lake Washington Blvd NE, Suiie 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITFCT N�1 7080 �,evfn S: Uremus TE OF WASHINGTON Northwest Career � Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 KH- 1 ADDENDUM 9 - 7/29/2009 CONFORMED BID SET Equipment Plan Sheet A3.2 '-� t"". � `..-�y �r-i� 3' i r }31 ti�� u `i t ........ii:._A. __ — — -b�-i..... ..... r �} � : t t. 1 � , t �t i ',_�r-- ( � _ _ � _�� ._ . ....... ..._� ...._. _... � __ — _ _ — _... ...., ....:...: . . j ........ ....... ti �„s �— _�— i r ; � f � i ' r , —1�?': i ( � i ; ( � � j t r C"`"_�..... ......'. ..�.., . _. � _. ......__.._—_.._...---- ._.._..... _...�_. , ....__. _,..__.V.._.----�—_...._..._�...._-----......__...._......_._ ................_.._.._.._....._........_..__...__.,_.__.....�------- ..__... -------- -- — -- ----------- i` — � " � � __ ___, � � , , i � �.� 'i�i{ . -':;.i.� :� � _ _ � ��i� � t �`� 4� _' t�-j ]q 1 K� Y L I N K S C H� D U�� KA SSN DESCRIPTIDN ADMIN -- -- -- ADMINISTRATION CONF -- -- -- CONFERENCE CUST -- -- -- CUSTODIAN ELEC -- -- -- ELECTRIC/ELECTRICAL E� -- -- -- EQUAL LAB -- -- -- LABORATORY MDF -- -- -- MEDIA DISTRIBUTIDN FRAME MECH -- -- -- MECHANICAL SCFF 03 36 00 SPECIAL C�NCRETE FL�OR FINISH KEY�INK N❑T�� SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS. LEGEND UNLESS NOTED OTHERWISE SCFF-1 SCFF-2 � RECESSED SLAB @ WOM PER STRUCTURAL NOTE: 1. REFER TO SHEET A3.1 FOR FINISHES 2. REFER TO STRUCTURAL DOCUMENTS FOR ALL OTHER RECESSED SLABS NOT SHOWN � Hutteball &Orerrii%s C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REG6TERED ARCHITECT Ny'1 7080 OF WASHINGTON Northwest Career & iechnical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 i �� _ i ; , RISER 122 KI-F BID SET f t � � CONCRETE FINISH AND CONTROL JOINT FLOOR PLAN SCALE: 1/8" = 1'-0" NORTH Concrete Finish and Control Joint Floor Plan Sheet A3.3 _ __ __ _ _ _____ �.�-- ____- -�- � _ _ __ .______ _ _ _ __ K E Y L I N K S C�I E Il lJ L E KA SSN DESCRIPTIDN ADMIN -- -- -- ADMINISTRATIDN APC 09 51 13 ACDUSTICAL PANEL CEILING CMU 04 20 00 CONCRETE MASONRY UNITS C�NF -- -- -- CONFERENCE CUST -- -- -- CUSTODTAN ELEC -- -- -- ELECTRIC/ELECTRICAL EQ -- -- -- E�UAL EXPS -- -- -- EXPOSED STRUCTURE GB 09 20 00 GYPSUM BaARD LAB -- -- -- LABORATORY MDF -- -- -- MEDIA DISTRIHUTIDN FRAME MECH -- -- — MECHANICAL OPP/M 10 22 26 ❑PERABLE PANEL PARTITIDN PSE 11 52 13 PROJECTION SCREEN/ELECTRIC RCP -- -- -- REFLECTED CEILING PLAN RPC 09 54 O1 RADIUSED PANEL CEILING SIM -- -- -- SIMILAR WDPC 09 51 14 yJ00D PANEL CEILING KEYLINK NDiES SEE DRAwING SHEET AO-0 FOR KEYLINK LISTS HY ALPHAHET AND BY ➢IVISIDNS, GENERALNOTES 1. FOR RPC, REFER TO A42 FOR RPC SCHEDULE 2. �INDICATES SOGD IN OPEN POSITION BELOW STRUCTURE 3. O DENOTES HVAC DIFFUSER LOCATIONS. REFER TO MECHANICAL SPECIFICATION & D4CUMENTS FOR DIFFUSER DIMENSIONS & TYPES. 4. REFER TO ELECTRICAL FOR LCD N LOCATIONS & MOUNTING BRACKET DETAILS. 5. COORIDNATE DIFFUSERS AT EXPOSED CEILINGS PER MECHANICAL DOCUMENTS. 6. O PROVIDE 6" X 6" OPENING @ RPC FOR PENDANT MOUNTING PENETRATION. 7. REFER TO INTERIOR ELEVATIONS AND SPECIFICATION FOR PSE NOT INDICATED ON RCP. ARCHITECTURAL CEILINGS � GB � APC � RPC-1A, RPC-1B, AND WDPC-1 �RPG2A� RPG26, RPC-2C, RPG2D AND WDPC-2 SUN SHADE � Hutteball & Ore'mus 4010 Lake Washington Blvd. NE, Sui[e 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT Ny�1 7080 STATE OF WASHINGTCN Northwest Career & Technical Academy 1606 R Avenue Anacortes, 9$221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 KHF -�Z I ADDENDUM 2 - 8/06/2009 1 CONFORMED BID SET , � RE � ��REFLECTED CEILING PLAN (RCP) SCALE: 1/8" = 1'-0" � N�H Reflected Ceiling Plan Sheet No. A4.1 RADIUS PANEL CEILING (RPC) SCHEDULE � 10'-6" AF� F RPC-1A � 12,_�� AF� RPC-1 B � 10-6" � AFF WDPG2 PER 3/A10.3 1 RPC-2A ti 10-6" AF�— WDPG2 PER 3/A70.3 � � . � 10-6" AF� 8" CMU PER EXTERI OR ELEVATIONS F&SM - REGLET F&SM - TRIM PIECE MRP STEELANGLE �EDGER-SEE STRUCT FLASHING AT INTERIOR CANOPY SCALE: 1 1J2" = 1'-0" 8" CMU PER EXTERIOR — ELEVATIONS CFMF FRYREGLET'Z' SHAPED TO FIT J ,.,•: GB CEILING AT CMU WALL CMU BOND BEAM PER STRUCTURAL a�0 SCALE: 1 1/2" = 1'-0" 6�GBLSOFFI�T AT WDPC 7 c_ APC APC SHA APC AT CMIJ CMU CMU BOND BEAM PER STRUCTURAL SCALE: 1 1/2" = 1'-0" RPC/GB SOFFIT SCALE: 1 1/2" = 1'-0" RCP ��RPC/GB SOFFIT , SCALE: 1 1/2" = 1'-0" GB SOFFIT JS HEAD TRACK ' PER PARTITION ' MFR PARTITION PER MFR HEAD TRACK AT OPERABLE PARTITION SCALE: 1 1/2" = 1'-0" WALL PLAN WDPC DETAIL WDPC-2 W/ BLACK BACKER STRI P '1-1l2" FURRING @ 12' O.C.lPER MFR THEATER BOARD TERMINATE WDPC -2 W/ END PIECE SCALE: 1 1/2" = 1'-0" �� Hutteball & Caremus C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT N�1 7080 oF WasHiNcroN Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 Drayyn: SDB 1 ADDENDl1M 1 -7/29/2009 CONFORMED BID SET ih � � 10_6�� AF� F IJ�— WDPC-2 � PER 3/A1D.3 NOTE: AT EACH LOCATION WHERE A PENDANT FIXTURE IS S UNDER AN RPC, CUT OR PROVIDE AN OPENWG DIRECTLY CENTERABOVE AS WDICATED ON THE REFLECTED CEILING PLANS. RPC SCHEDULE zC RPC-2D 114" = 1'-0" GB SOFFIT AT RPC NLMF SCALE: 1 112" = 1'-0" GL GL C GB SO��IT AT RPC 'ER RCP SCALE: 1 1/2" = 1'-0" PROVIDE HILLSIDE WASHER AT ROD CONNECTION— SSF - CHANNEL AT BOTTOM OF JOIST BEYOND SEE STRUCT SSF-CHANNEL SEE STRUCT 3/8" 0 HANGER RODS, AS REQUIRED PER MFR 4" NLMF @ 16" O.C. m o SA� Q SWAY BRACING - � COORDINATE WITH RPC SUSPENSION BRACKET,PER PARTITION MFR- K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN AFF -- -- -- AHOVE FINISH FLDOR APC 09 51 13 ACOUSTICAL PANEL CEILING APCSS 09 51 13 APC SUSPENSIDN SYSTEM CFMF OS 40 00 COLD-FORMED METAL FRAMING CLR -- -- -- CLEAR CMU 04 20 00 CONCRETE MASONRY UNITS DP -- -- -- DIMENSI�N POINT F&SM 07 62 DO FLASHING & SHEET METAL GB 09 20 00 GYPSUM HOARD JS 07 92 00 JDINT SEALANT MFR -- -- -- MANUFACTURER MIN -- -- — MINIMuM MRP 07 41 13 METAL RDOF PANELS NLMF 09 22 16 N�N-LDADBEARING METAL FRAMING OC -- -- -- �N CENTER RCP -- -- -- REFLECTED CEILING PLAN RPC 09 51 14 RADIUSED PANEL CEILING SAB 09 PO 00 SOUND ATTENUATION BLANKETS SJT O5 21 00 STEEL JDISTS SRD OS 31 00 STEEL RDOF DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING W➢PC 09 51 14 WDOD PANEL CEILING KEYLINK N❑TES SEE DRAyJING SHEET AO-0 FOR KEYLINK LISTS BY ALPHAHET AND BY DIVISIDNS. Ceiling Details � RPC Schedule Sheet No. A4.2 .;:� Y L I N K S C H� D!� L E SSN DESCRIPTI�N - AB�VE 03 30 00 CONCRETE -- -- -- DIMENSIDN os so 0o nowNsPour �MMF� 07 62 00 EXPANSIDN JOINT CSMG) -- -- -- EQUAL -- -- -- MINIMUM 07 41 13 METAL R�OF PANELS — -- -- ❑PPOSITE HAN➢ -- -- -- SQUARE FDOT/FEET - SIMILAR 07 54 00 SINGLE-PLY MEMBRANE RDOFING LINK N❑T�� RAWING SHEET AO-0 FOR KEYLINK LISTS PHABET AN➢ BY DIVISIDNS. � Hutteball & orelilLlS 4D10 Lake Washington Blvd- NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT N¢Sl 7080 OF N/ASHINGTON 'MR 5N� P�(�� HERE OCCURS :R STRUCT tD Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 KH= �� CC WI AL NOTES: =R TO A0.0 FOR GENERAL LEGENa, AND K ABBREVIATIONS. °R TO MECHANICAL & ELECTRICAL IENTS FOR ROOF TOP ITEMS (WCLUDING NG VENT STACKS). INSPOUT TO BE 4" DIA. GALV. STEEL PIPE, UNO TO A2.1 8� A2.2 FOR LOCATIONS. = SLOPE INDICATION IS FOR GUIDELINES. TO STRUCTURALDOCUMENTSFOR 'OINTS. =R TO WALL SECTIONS (A8 SHEETS) & ICATIONS FOR RRI TYPES & LOCATIONS. =RED I WSULATION CRICKETS ARE SLOPED 1/4" OL CRICKETED Af3EAS ARE HATCHED FOR Y. � :H At�ELA �Eii� : CrS GDNC. TOPPING ON DECK SPMR.REFERiO STRUCTURALDOCUMENTS TAIL � 2 ADDENDA No. 2 8/06/09 BID SET Roof Plan ROOF PLAN SCALE: 1/8" = t'-0" Sheet A5.1 8" C EXl SCI BE1 DS � � �PARAPET AT CMU �— EAVE DETAIL MRP - CLIP PER MANUFACTURER MRP �-��,,-� BP "� ` RRI-2 „-'�� - „ � - �� l�- �r � � WPU � i- „ RRI-2 SRD CLOSURE— � � � � � � � T�� 1 � _I=� VR � SEALA � I �/ ' MWP TRIM � SRD � � SPMR CONT � PTWD BLKG - RIP AT UPPER / TO MATCH RRI, TYP CMU WALL ' F&SM CONT CLEAT; FSN W/ SELF-TAPPING SCREWS @ 6" OC MWP-3 OVER HCH ��BEARING DETAIL G� F&SM - 'I SGA CONT SPACER (SLOPE TO MATCH ROOF) � ` % SCALE: 1 1/2" = 1'-0" �._/ RRI-1 SCRIBE GB TO BOT OF DECK OR FLEXIBLE CLOSURE STRIP. , FINISH W/ PAINT ` ST PER UR � � `� IRAL ;s SRD JS NLMF SSF-SEE STRUCTURAL DRAWINGS GB BATI r � ��BEARING DETAIL \ � � SCALE: 1 1/2" = 1'-0" RRI-'I � FLEXIBLE CLOSU STRIP, FINISH W/ PAINT VR � GL NLMF `� L� SSF-SEE STRUCTURAL DRAWINGS �� C�- � GB ��EARING DETAIL MRP BP W PU RRI-2 SRD CLOSURE JS GS MWP-2 OVER HCH AIB BATI MRP-CLOSURE F&SM-CONT GUTTER CLEAT SMG-18GA STRAP BEYOND DSS SMG 11�9 � � � SCALE: 1 1/2" = 1'-0" \._/ PRh DO( SPR RRI VR SR[ SSF STF DR/ ItAL 'A' - SECTION AT ROOF HATCH �,,�ROOF ACCESS STAIR MRP - CLIP PER MANUFACTURER MRP-CLOSURE� F&SM-CONT GUTTER CLEAT- SMG - 18 STRAP BEYOND� DSS � z � , � � I � � \I i UN 2,. iVER SMG I F&SM � OUTLET TUBE DS �2 .,�� ..�� „T�., 700R 'B' - SECTION AT ROOF HATCH \ ' " 1 vz° - � �_o° SCALE: 1 1!2" = 1'-0" SCALE: 1 1/2" = 1'-0" RRI-2 � SRD CLOSURE � JS MWP TRIM OVER HCH GS G � SCALE: 1 1/2" = 1'-0" � MRI BP WP RRI VR SRI 4 1/2" Ft � (S � M EAVE DETAIL SCALE: 1 1/2" = 1'-0" RRI-3 � SCRIBE GB TO BOT OF DECK OR FLEXIBLE CLOSURE STRIP. FINISH W! PAINT�� SRD �� .: I JS �, ' �/ : CFMF .. ��\� ' /�i : GB ' �� < I : �/ ; BATI l�, '. �� ., 1RR1 TRANSITION DETAIL MRP NOTE:REFER TO GENERAL Bp STRUCTUR.4L NOTES FOR REINFORCEMENT AT CMU WPU SPMR CONT AT UPPER RRI-1 CMU WALL VR MWP-30VERHCH � WEEP HOLE —� SRD SPMR � �� RRI-1 SSF-SEE STRUCTURAL PTWD BLKG - RIP DRAWINGS FOR TO MATCH RRI, TYP BEARING PL VR 8" CMU SRD SSF-SEE — STRUCTURAL DRAWINGS ��SPMI� TO CMU WALL '� GL 8" CMU STRUCT � � / SCALE: 1 1/2" = T-0" \_� GL MRP - PEAK FLASHING; FSN AIB PER MFR REQUIREMENTS MWP-3 OVER HCH f\ � I MRP - CONT CLEAT; FSN W/ '�" � j SM BASE SELF TAPPWG SCREWS (2) ' � � 4" LOCATIONS �B �� WEEP HOLES � � VSF 211 � � �i 1 1/4" BATI - F&SM - MRP ROOF 8„ TO WALL FLASHING PTWD BLKG-RIP '�I ' I� MRP-CLOSURE TO MATCH RRI, TYP I� i o �/ Ii MRP SSF-ANGLE :'�� Bp ' � ' � --__`'__ '��'��i -�_ 3/8" � BOLT x 4" LONG W/ -�!� ' LOCK WASHERS SPACED AT CFMF � � '� �, �' � WP� 32" OC, COUNTERSUNK AS -�-�J � ' ' jT INDICATED; TYPICAL UNO gqg ,� �� ' RRI-1 ''��Li ' i � ' VR �� SSF - SEE SSF - SEE ' ' ' , � , STRUCTURAL STRUCTURAL , SRD DRAWINGS DRAWINGS F , ---_ � NLMF � + �S �, ��FLASHING DETAIL AT ROOF TO WALL SCALE: 1 1/2" = 1'-0" MRP RRI-2 2 A5.2 � �.,, ` ` /�� r ;,�_' SPMR I \ ' � ' � y .. r l ' � RRI-4 , \ / \ \ SRD CLOSURE `� � � I `��,'�� e s i \ \ 'L_ JS MWP TRIM MWP-3 � MWP-2 OVER HCH OVER HCH DS \\ A�B SPMR CONT AT UPPER � CMU WALL � a 0 GS �, ��EAVE DETAIL PREFABRICATED ROOF HATCH (PRH GL BP ,,. , WPU MRP r � RRI-1 VR SRD BP J SSF-SEE STRUCTURAL ' DRAWINGS WPU � RRI-1 / FLEXIBLE 3 CLOSURE A5.2 STRIP, FINISH W/ PAINT @ INTERIOR WHERE EXPOSED, TYP. —� ,� 8" CMU � RAKE DETAIL SCALE: 1" = 1'-0" nR -1 - SEE UCTURAL WINGS SCALE: 1 1/2" = 1'-0" SSF-SEE STRUCTURi DRAWINGS �EQUIPMENT CURB MECHANICAL EQUIPMENT - SELF FLASHWG CURB PER MECHANICAL SPMR RRI-1 VR SRD MRP - RAKE ---- ----- -- FLASHWG; FSN F � I MFR REQ , � PTWD-RIPTO �� , MATCH RRI �_� MRP-CONTCLE -+ � FSN W/ SELF ��-_-- -- TAPPWGSCREVI SSF-ANGLE SRD PER PLA 3/8" 6 BOLT x 4" SRD CLOSURE LONG W/LOCK JS WASHERS SPACI MWP TRIM AT 32" OC, MWP-2 COUNTERSUNK i AIB OVER GS INDICATED; TYP' � ` � SCALE: 1 1/2" = 1'-0" �� SMF-SCUPPER FLANGE,SOLDER ALLJOINTS-----Qa\ OVERFLOW SPOUT� I�� CONDUCTOR HEA� PTWD - RIP TO MATCH RRI— K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN AAL OS 50 00 ALUMINUM ACCESS LADDER AIB 06 16 00 AIR INFILTRATIDN BARRIER B/ -- -- -- BOTTOM OF BATI 07 21 00 HATT INSULATIDN BLKG -- -- -- HLOCKING BOT -- -- -- BOTTOM BP 07 41 13 BUILDING PAPER (MRP) CFMF OS 40 00 COLD-FORMED METAL FRAMING CMU 04 20 00 CONCRETE MASONRY UNITS CONT -- — -- CONTINUDUS/CONTINUATIDN DP -- -- -- DIMENSIDN PDINT ➢S OS 50 00 DOWNSPDUT (MMF) DSS 07 62 OD D�WNSPOUT STRAINER EXT -- -- -- EXTERIOR F&SM 07 62 00 FLASHING & SHEET METAL FSN -- -- -- FASTEN�FASTENERS GA -- -- -- GAUGE GH 09 20 DO GYPSUM BOARD GEN -- -- -- GENERAL GS 06 16 DO GYPSUM SHEATHING HCH 07 42 13 HAT-SHAPED FURRING CHANNEL CMWP) JS 07 92 DO JDINT SEALANT MAx -- -- -- MAxaMuM MFR -- -- — MANUFACTURER MIN -- -- -- MINIMuM MRP 07 41 13 METAL RD�F PANELS MWP 07 42 13 METAL WALL PANELS NLMF 09 22 16 N�N-LDADBEARING METAL FRAMING OC -- -- -- �N CENTER PRH 07 72 00 PREFABRICATED RDOF HATCH PTWD 06 10 00 PRESERVATIVE TREATED WOOD RRI 07 41 13 RIGID RDOF INSULATION (MRP) RRI 07 54 00 RIGID RDOF INSULATIDN (SPMR) ' SAB 09 20 00 S�UND ATTENUATIDN BLANKETS SM 07 62 00 SHEET METAL SMG 07 62 00 SHEET METAL GUTTER SPMR 07 54 00 SINGLE-PLY MEMBRANE RDOFING SR➢ OS 31 00 STEEL RDOF DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING UNO -- -- -- UNLESS NOTED OTHERWISE VR 07 41 13 VAPOR RETARDER (MRP) VR 07 54 0� VAPOR RETARDER (SPMR) VSF 04 ZO 00 VINYL SHEET FLASHING W/ -- -- -- WITH WPU 07 41 13 WATERPRDOF UN�ERLAYMENT KEYLINK N�TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS HY ALPHABET AND BY DIVISIONS. GENERAL NOTES: 1. WHERE RRI� IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS � GL i�ii � _� �� i i i r �L. _. _ _ J os �� .. �;,....... 8" CMU , S�CTION� AT ISCUPP�R � ._ SPMR AT PARAPET SPMR SP & SEALAP PER MAN SPMR- SCUPPEF SUMP PTWD - R MATCH R RRI-1 VR SRD SSF - SEE STRUCTI DRAWINC SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" i�■ � Hutteball & Ore'�i�ius 401D Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 � REGIST�RED \ ARCHITECT )� N 7080 A /�ij��W �' STATE OF WASHINGTON Northwest Career � Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 DraWn: SDB -C� ADDENDUM 1 - 7/2912009 �ADDENDUM 2 - 8/06/2009 1 CONFORMED BID SET Roof Details Sheet No. A5.2 � EAVE DETAIL / SCALE: 1 1/2" = 1'-0" F&SM - COPING — �``^ � � »., '`��. � � I I ^� ��"`. � �' or I I I I �`�. �` ��' SPMR- RUN UP i�� I i i �� r�, AN� OVER I I � I I� I I'V'� ,,�'` �/ �'��'. !�r I I I I I i I I I`V � �' :� PARAPET BOTH I I i I I i IEi i i � %�` SIDES i i i I I� i �� I I i' I I I��. I I I I I I I I I f '�:r•��. I I I I I I I i �� I I I I I��. I I I I I I�� I , �' I I I I I I I I I I I ,,�"`� �, ��,% � i I'I I I I I I I I I ,.y rJs' '�� I I I I I I I � I I '' ' �, %`� � � I I I I � � i' � ' � I I I � I I �•"'v' .� � �� /�" i � � i I � � � � i i� � i I I I � I I . � � �i �/ � � / � I I I I ... , �i � i i � � �� i �� i '�. I I � �' i� � �� i � �� i ' I I I ii i � �� i i' � �' i' �� i � i' � / ' � � � � � � � � � � � � ' � � ' � ' � �� / � � ' � � �' �� i �� i �� i i' � i' � � i � � �i i � �� i � �� i � i � i � � � � � � � � � � � � � � �' � ' � � � � � ' � � � �' � � �' � � � � / / �� / �� ' � �� / � � �� / � � � � �� i' i' �� i� � �� i�� i' � �� i �� ' �� / /� �� ' � �� ' ' �' ��' �' �� ' �� ' �' �� ' FLASHING AT ROOF TO CMU �PARAPET INTERSECTION MRP - RAKE FLASHING. RUN UP AND UNDER F&SM COPING BOTH SIDES OF PARAPET I1�I�i� SPMR � � � SCALE:NTS MWP AIB - LAP OVER F&SM FLASHING PLATE, PER DUCT MFR DUCT PER MECHANICAL DRAWINGS 3 A5.3 F&SM MWP ! � I Y ' I � GL SPMR-RUN UP � BEHIND MWP ' � , HORIZ DUCT PENETI�ATI N � � CMU-BOND BEAM,SEE STRUCT 10 A5.3 MTL TRIM, PER DUCT MFR \ T J SCALE: 1" = 1'-0" �� SUNSHADE ENLARGED PLAN � � � � % 1/4" = 1'-0" MRP RUN SPMR UP AND OVER FACE OF WALL— PTWD NAILER - RIP TO MATCH RRI � SPMR��\ WPU—� \ \ V R —� ASRD� SSF-SEE GL wPu BP — � �VR� SSF BEARING PER STRUCTURAL SSF-SEE STRUCTURAL DRAWINGS — CMU WALL PER PLAN ��SPMR WALL TI�AANSITION WATER BREAK 20 GA GALV METAL Mf � Sf FL St RI S: SI SI S; SMSP DS NOTE: FOLD PAN EDGE OVER SO THAT PAINTED FACE SHOWS, AT EACH SIDE SMSP TYP WHERE �S TERMINATES AT LOWER ROOFSURFACE NTS SCALE: 3/4" = T-0" VALLEY FLASHING @ CANOPY ROOF RIP RRI F&SM-CONT CLEA SELF SCRE u u C K E Y L I N K � C H E D U L� KA SSN DESCRIPTIDN FLASHING AFF -- -- -- ABOVE FINISH FLOOR MRP 07 41 13 METAL ROOF PANELS PLATE AIB 06 16 00 AIR INFILTRATIDN BARRIER MTL -- -- -- METAL BEYOND QSRD O5 31 00 ACDUSTICAL STEEL ROOF DECK M{yP 07 42 13 METAL wALL PANELS BP 07 41 13 BUILDING PAPER tMRP) NTS -- —-- NOT TD SCALE DUCT CMU 04 20 00 CONCRETE MAS�NRY UNITS �C -- -- -- �N CENTER PER COL -- -- -- COLUMN PTWD 06 10 00 PRESERVATIVE TREATED WD�D MECH �ONT -- -- -- CONTINUDUS/CONTINUATIDN RRI 07 41 13 RIGID RDOF INSULATIDN CMRP) DP -- -- -- DIMENSIDN PDINT RRI 07 54 00 RIGID RDOF INSULATIDN CSPMR) MWP DS DS 50 00 DOWNSPDUT CMMF) SIM -- -- -- SIMILAR ELEV -- -- -- ELEVATION SMG 07 62 00 SHEET METAL GUTTER EQ -- -- -- EQUAL SMSP 07 62 00 SHEET METAL SPLASH PAN EXT -- -- -- EXTERIDR SPMR 07 54 00 SINGLE—PLY MEMBRANE RODFING FgSM 07 62 00 FLASHING 6 SHEET METAL SRD OS 31 00 STEEL RD�F DECK FSN -- -- -- FASTEN�FASTENERS SSF OS 12 00 STRUCTURAL STEEL FRAMING FV -- -- -- FIELD VERIFY TS OS 12 00 TUBE STEEL (SSF) GA -- -- -- GAUGE VR 07 41 13 VAP�R RETARDER CMRP) GALV -- -- -- GALyANIZED VR 07 54 00 yAPOR RETARDER (SPMR) SPMR GEN -- -- -- GENERAL W/ -- -- -- WITH H�RIZ -- -- -- HORIZONTAL WF OS 12 00 WIDE FLANGE RRI-1 HSS OS 12 00 HOLL�W STRUCTURAL SECTIDN WPU 07 41 13 WATERPRDOF UNDERLAYMENT INT -- -- -- INTERIOR MBG OS 50 00 METAL BAR GRATING K E Y L I N K N❑ T E S VR MECH -- -- -- MECHANICAL SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS MFR -- -- -- MANUFACTURER BY ALPHABET AND BY DIVISIONS, MIN -- -- -- MINIMUM MMF O5 50 DO MISCELLANEOUS METAL FABRICATID SRD MD -- -- -- MASONRY OPENING GENERALNOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION unrai� ni irT D�ni�T�nTin�i n ��rT �i �v 2 0754000R074113FORTYPEANDTHICKNESS � SCALE: 3(4" = 1'-0" F&SM COPING SHAPED 2X RRI-1 — CONT PTWD F&SM —� PTWD NAILER - EXPOSED FASTENER RIP TO MATCH W/ WATERTIGHT RRI WASHER AT 24" OC SPM� THROUGH SLOTTED HOLE RRI-4i� SPMR-RUN UP AND OVER CMU WALL CMU WALL SCALE: 3" = 1'-0" SPMR RRI-4 PTWD - 6X; RIP TO MATCH RRI S M F ---� SRD —.` MULTI-PURPOSE TAPE PER SPMR MFR MMF-HEAVY GAUGE STEEL GUTTER. LINE INTERIOR OF GUTTER WITH BDP � SSF-ANGLE SSF - TS PURLIN � SSF-BEAM, SEE STRUCT GUTTER @ CANOPY ROOF SCALE: 1 1/2" = 1'-0" �,�-- SPM R �PTWD-6X;RIPTO jyj MATCH RRI —� RRI-3 � SMF- FLASh MRP SRD �' PTWD - 6X; RIP TO MATCH RRI RRI - 1 SSF - CONTINUOUS LEDGER ANGLE, SEE STRUCT SSF - CLIP ANGLE, SEE STRUCT SSF - BEAM CANOPY ROOF TO MRP FLASHING \' v% SCALE: T' = 1'-0" �� r % SCALE: 1 1/2" = 1'-0" �' v% SCALE: 1 1/2" = 1'-0" �� _./ MRP- CLOSURE RRI-1 VR SRD 12 �4 SSF - TS PURLIN � SRD SSF-CHANNELBEYOND � CANOPY MRP INTERSECTION 12 SCALE: 1" = 1'-0" RRI - 4/ CONCRETE TOPPING ON DECK, WHERE OCCURS PER STRUCTURAL DOCUMENTS SRD SSF-TS PURLW �_ i � SSF-BEAM 1 RAKE a� CANCJPY ROOF CT CMU PER MECH H INDICATES ATION, ND RIM, PER MFR H�RIZ �UCT rENETRATI�N a� INT ELEV SCALE: 1" = 1'-0" SPMR, LAP OVER EDGE OF EAVE SMF - CONTINUOUSLY pTWD NAILER - RIP TO CLIPPED EDGE FLASHING MATCH RRI PER SPMR MFR SPMR _�� BP PTWD - 6X; RIP TO MATCH RRI RRI-4 CONT CLEAT; FSN W/ SELF TAPPING SCREWS � � ; �,�� ; MULTI-PURP05E TAPE �, �y � � , �� SSF-ANGLE SF-CHANNEL "�I �,— SSF-COL �— MMF - WELDED PLATE, SEALED WATERTIGHT FASTENERS AS Z Z NECESSARY � � � � I SRD SSF-BEAM BEYOND �'�� FLASHING @ CANOPY SUPPORT SCALE 1 1!2" = 1'-0" RUN SP 36" 20 UNDER MR , A5.3 � SEE 1/A5.1 � \ �FOR EXTENT 16 � � A �� i �� ii,ii ii ii iiiiiiii ii, i�i,ii�� ii ii ii Ii�i'i 'i'iii ii i �iii iiii ii i ii i iiii ii i, ii i iiii,ii iiiii i iiii ii SPMR ��,iiiii i ��.iiiiii�� iiii i 'iiiiii ��,�� ,�� iiii i i iiii �� i� �� i��i�� iiiiii!ii iiiii iiiiiiii iiiii ' " „ ,�� I�i �i I�i �i .�i �i ',, �i �i �i �i i i�, i i I i i i i i iiiii iiii�iiiii ii � i��ii ��i ,�iiii � �,�� i i i i i i i iii i i i i i i . I!I! ,Illiiiiii I' , MRP EAV� a� SPMR MRP SPMR PTWD NAILER - RIP TO MATCH RRI ii 112" = 1,_0" \ 11 7 A52 i i i i i i i i MRP BP WPU MRP FLAS MFR MRP SMG CLEF SELF SCRf MWP PTWI MAT( SSF� SRD RRI - MWP SCALE: 1" = 1'-D" SCALE: 1 1/2" = 1'-0" ry . �� Hutteball & Q�re 'rrius C401D Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 4Z5 828 9067 I REGISTERE� � ARCHITECT Ny� 708C � �%/____i%!/ e�t?ify/ Kevin S��remus STATE OF WASHINGTON Northwest Career � Technical Academy I 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 Dray�n: SDB 1 ADDENDUM 1 -7/29/2009 2 ADDENDUM 2 - 8/06/2009 CONFORMED BID SET Roof Details Sheet No. A5.3 � �ROOF DETAIL � � SCALE: 1 1/2" = 1'-0" 1RAKE DETAIL �F&SM COPING @ CMU � 5'-11" � �SUNSHADE SECTION MWF F&SD SPM UPPI SPM RRI ; SRD SSF NOTL�.�.�-�.,� �� SPMR TO MWP ��F - ANGLE, E STRUCT � % SCALE: 1 1/2" = 1'-0" _1 PTWD NAILER - RIP TO MATCH RRI —� MRP WPU� SRD SSF-BEAM ��CO�UMN FLASHING @ MRP SSF-COL WELDED PLATE - SEALED WATERTIGHT FASTENERS AS NECESSARY " % SCALE: 1" = 1'-0" RRI-1 MRP & PV PANEL CLAMP DETAIL (BID ALT) 9 SCALE: 1 1/2" = 1'-0" MRP - CLIP PER MRP-CLOSURE — FBSM - CONT GUTTER CLEAT SSF-ANGLE F&SM CONT CLEAT; — FSN W/ SELF-TAPPING SCREWS @ 6" OC MMF-HEAVY GAUGE STEEL GUTTER. LINE INTERIOR OF GUTTER WITH BP c SSF-BEAM,- SEE STRUCT SSF-TS PURLIN ��,��GUTTER @ STG BLDG MRP MRP BP WPU RRI-2 VR SRD PTWD BLKG - RIP TO MATCH RRI, TYP SCALE: 1 1/2" = 1'-0" / SCALE: 1 1/2" = 1'-0" NLMF GS BATI SPMR & MRP INTERSECTION @ CANOPY SCALE: 1"= 1'-0" EAVE @ STG BLDG MRP RRI - 4 SSF-1 BEYON STRUC SCALE: 1 1/2" = 1'-0" RRI - 3 SSF-T BEYON STRUC BRACKET ASHING, CANOPY r X; RIP :H RRI SUPPORT TION, SEE E STRUCT NOTES: PROVIDE FLASHING PER SPMR MFR RECOMMENDATIONS PIPE PENETRATION DETAIL ( SCALE: 1 1/2" = T-0" NOTES: PROVIDE FLASHING PER MRP MFR RECOMMENDATIONS � i--VENT PIPE BRACKET, UCT RFLASHING � � \ � � � �-- � � � F&SM-CURB UPHILL FLASHING: SUPPORT REFER TO 14/A2.5 TION, SEE FOR CURB FLASHING � F&SM - CURB SIDE FLASHING; REFER TO 15/A2.5 FOR CURB FLASHING "' E STRUCT SCALE: 1 1/2" = t'-0" � �� FLEXIBLE CLOSURE STRIP, FINISH W/ PAINT — 2 1/2" NLMF GB — SCALE: 1 1/2" = T-0" MRP - PEAK FLASHING; FSN SPMR PER MFR REQUIREMENTS RRI-3 PTWD BLKG - RIP PTWD - 6X; RIP TO TO MATCH RRI, TYP MATCH RRI MRP-CONT CLEAT;FSN W/ SMF-COUNTER SELF TAPPING SCREWS (2) FLASHING� LOCATIONS SSF - CHANNEL WITH CLOSURE WEB,SEE STRUCT —�� SSF - ANGLE F&SM - RUN UP AND UNDERSMF� 3/8" f1f BOLT x 4" LONG W! A�B VARIES LOCK WASHERS SPACED AT AIB PER PLAN 32" OC, COUNTERSUNK AS MRP� 5� INDICATED; TYPICAL UNO � __ ---- SSF-CHANNELS PER STRUCTURAL SSF- NLMF BATI GB, WALLTYPE PER PLAN �—RRI - 1 SSF-CONTINUOUSLEDGER ANGLE, SEE STRUCT F&SM @ CANOPY ROOF \� CLOSURE STRIP, FINISH W/ PAINT - 6X; RIP TO H RRI COUNTER iWG -6X; RIP \7CH RRI ANGLE, SEE STRUCT RHANG ��F&SM a� CANOPY ROOF OVERHANG � � " % SCALE: 1 1/2" = 1'-0" ` ' T / SCALE: 1 1/2" = 1'-0" � � `� % SCALE: 1" = 1'-0" \_./ �� _� � PV PANEL PV PANEL CLAMP MRP CLAMP MRP BP WPU � SPMR SILICONE PIPE FLASHING F&SM - CURB FLASHING (DOWNHILL); REFER TO 14/A2.5 FOR CURB FLASHING PIPE PENETRATION FLASHING a� MRP SCALE: 1" = 1'-0" M 10 A5.4 SRD JS MWP MWP ��"� �� GB, WALL TYPE PER PLAN MRP FLASHING DTL @ CANOPY SPMR RRI-4 PTWD - 6X; RIP TO MATCH RRI SMF-CONTINUOUSLY CLIPPED MULTI-PURPOSE TAPE PER SPMR MFR MMF-HEAVY GAUGE STEEL GUTTER. LINE INTERIOR OF GUTTER WITH BP F&SM BEYOND MRP RRI-1 i— SRD SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" K E Y� I N K S C H E D U L E KA SSN ➢ESCRIPTION AIB 06 16 DO AIR INFILTRATI�N BARRIER ALT 01 23 00 ALTERNATE BATI 07 21 00 BATT INSULATYON BL➢G -- -- -- BUILDING BLKG -- -- -- BLOCKING BP 07 41 13 BUILDING PAPER (MRP) CMU 04 20 00 CONCRETE MASONRY UNITS co� -- -- -- co�uMN CONT — -- -- CONTINU�US/CONTINUATI�N DP -- -- -- DIMENSIDN P�INT DTL -- — -- DETAIL F&SM 07 62 00 FLASHING & SHEET METAL FSN -- -- -- FASTEN�FASTENERS GB 09 20 00 GYPSUM BDARD GS 06 16 00 GYPSUM SHEATHING JS 07 92 00 JDINT SEALANT MAx -- -- -- MAxIMUM MFR -- -- -- MANUFACTURER MIN -- -- -- MINIMuM MMF OS 50 00 MISCELLANEDUS METAL FABRICATION MRP 07 41 13 METAL RDOF PANELS My�P 07 42 13 METAL WALL PANELS NLMF 09 22 16 NON-LDADBEARING METAL FRAMING oc -- -- -- oN CENTER PTWD 06 10 00 PRESERVATIVE TREATED WDOD PV 26 00 00 PH�T�VOLTAIC PANELS RRI 07 41 13 RIGID ROOF INSULATIDN CMRP) RRI 07 54 00 RIGID RDOF IiVSULATIDN (SPMR) SAB 09 20 00 SOUND ATTENUATIDN BLANKETS SIM -- -- -- SIMILAR SJT OS 21 00 STEEL J�ISTS SPMR 07 54 00 SINGLE-PLY MEMBRANE RDOFING SRD OS 31 00 STEEL RODF DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING TS OS lZ 00 TUBE STEEL (SSF) UND — -- -- UNLESS NOTE➢ OTHERWISE VR 07 41 13 VAPOR RETAR➢ER (MRP) VR 07 54 00 VAPOR RETARDER (SPMR) VTR 22 00 00 VENT THRU R�OF W/ -- -- -- WITH WPU 07 41 13 WATERPRDOF UNDERLAYMENT KEYLINK N❑TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS, GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS L � I Hutteball & �remuS 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT N� �oao OF WASHINGTON Northwest Career � Technical Academy 1606 R Avenu@ Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Dra�yn: SDB -� ADDENDUM 2 - 8/062009 CONFORMED BID SET Roof Details Sheet No. A5.4 ,,�SPMR FLASHING @ CANOPY SPMR FLASHING @ CANOPY ��FLASHING DTL @ STG BLDG MRP FLASHING DTL @ STG BUILDING MRP �SPMR TO MRP 30'-0" Max. allowable Height Limit 20'-0" Basic allowable Height Limi � C ,� o'-o" Top of slab 30'-0" Max. allowable Height Limit zo�-o�� Basic allowable Height Limi R2 � 5 BEYOND 4 3 2 1 SIDE 2 ELEVATION SCALE: 1/8" = 1'-0" K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN ACW OS 44 13 ALUMINUM CURTAIN WALL ADA -- — — AMERICANS W/➢ISABILITIES ACT AFC 03 30 00 ARCHITECTURAL FINISH CONCRETE ASF 08 41 13 ALUMINUM STOREFR�NT CMU 04 20 DO CONCRETE MASONRY UNITS C�L — -- -- COLUMN CSU 04 20 00 CAST STONE UNIT DS O5 50 00 DOWNSPDUT (MMF) ELEV — -- — ELEVATIDN EQ -- -- — EQUAL FTG 03 30 00 FOOTING HB 22 00 00 HOSE BIBB MECH -- -- — MECHANICAL MD -- -- -- MASONRY OPENING MPR 07 41 10 METAL PANEL R��F MyJP 07 42 13 METAL WALL PANELS SIM -- -- -- SIMILAR SOGD 08 36 13 SECTIONAL OVERHEAD GARAGE DDOR SPMR 07 54 00 SINGLE—PLY MEMBRANE RDOFING SSF OS 12 00 STRUCTURAL STEEL FRAMING KEYLINK NDiES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHAHET AND BY ➢IVISIDNS, General Legend: �� c ��o � �� o ��' CMU-2 4�_�„ _ 12�_$�, CMU-1 0'0" - 4'-0" 4 OF WASyWGTON Northwest Career & Technical Academy ,� o�-o^ Top oT {� 30'-0" Max. allowable Height L 20'-0" Basic allowable Height o�-.�°'- Top of slab 1 2 `� SCALE; 1/8" = 1'-0" 3 4 5 O R1 R2 1� �p of CMU CMU-3 SUN SHADE, PE CMU-2 CMU-1 N4 4 •ww: AFC o�-�° Top of slab o,_p„ I Top of slab SIDE 4 ELEVATION SCALE: 1/8" = 1'-0" 21A6.2 11A6.2 KEY PLAN „ �� ,.: . � Hutteball & OremuS C4010 Lake Washington Blvd. NE, Suite 320 Khkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED aRCHiTEC� N W1 7080 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 �mWn• KHF CONIFORMED BID SET Exterior Building Elevations Sheet A6.1 Q N O O O F 3/A6.1 4/A6.2 RB RC 4 I I RD I SCALE: 1!8" = 1'-D" RB RC RA RD � 30'-0" Max. allowable Height Limil L� RF nnoo RG I � I Hutteball & ��e'mus C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 5948 f 425 828 9067 IREGISTERED ARCHITECT Np� 708G ��w i S��remus OF WASHINGTON �. o.-o„ Top o� SOUTH ELEVATION AT ROOF LEVEL SCALE: 1/8" = 1'-0" 30'-0" Max. allowable Height Limit BAR & CABLE SYSTEM� 8 A6.3 SIM � — — / _ —SSF PLATE — ^ � 1 � M A6.3 SIM i �� SSF PLATE � � I I \ I I � I I I t � 1 �` / ---- I 12 --_ --- '� ( _ _` � — 1 ^ � ----�-------------------- � — ----- — — ------ `�------�� — ----_ ---- , �— __ _'____— — SSFCHANNEL - �] PLATE � �/ SSF COL BAR & CABLE SYSTEM 14 A6.3 \ SIM FTG, PER STRUCT. � ^ � / � - ------------------------_ __------------------------------------ - ---- I ( SSF PLATE � �----� y �--------------------------------- `L �____ �__.J MAIN ENTRY �CANOPY ELEVATION SCALE: 1/4" = t'-0" RM R1 4 A6.3 i — � SSF PLATE 1 rt � � l I 1 \ / _ � A6.3 — ----- zo,_o,. Basic allowable — _ Height Limit —8AR & CABLE 5 SYSTEM A6.3 SIM ' � \ �o� �` �� , -----1 t —^ ---_1- — / ---' --- /. PER -- �- — —�r - — JCT. ��m� � � SSF CHANNEL � — — � SSF PLATE SSF COL 4'-0" PER STRUCT. BAR & CABLE SYSTEM 13 I / A6.3 IM �� ---- � � � FTG,PER STRUCT. - -- ---- ---- ---__------ � �--- ,TE `---------� � -- `___==��—J-------------� STUDENT ENTRY �CANOPY ELEVATION SCALE: 1(4" = 1'-0" RA 6 i — s( / � ------� — � I i I , I I / I ( m � \ � i i/ 12 A6.3 SSF PLA' RH RJ �I I -�� \ ��R7 II� `[�7 USIM —SSF PLATE RK RL BAR & CABLE SYSTEM R3 CMU-3 F', i .,-�' �— CMU-2 �, ;: CMU-1 0'-0" rV Top of slab SIDE ELEVATION 2 SCALE: 1/8" = 1'-0" 30'-0" Max. allowable Height Limit 11 A6.3 SSF PLAT �M � � — \ — / — --� — 12 I �' ---- 1 � -------- _- -- " --- _—_= 1 — ----_- ,— — _ —_�_ _-�— — �� mem�� CHANNEL PER STRUGT. �/A6.1 4/A62 _ BAR & Ci SYSTEM COL 15 A6.3 IM SSF PLATE — � — — AFC PLINTH �� `� FTG, PER STRUCT. . — — — — — — — — — — — — — — — — — — — — — --I----- I �- -- — — -- — � � �-------�t------------------ OUTDOOR COVEF2ED AREA �CANOPY ELEVATION SCALE: 1/4" = 1'-0" _ __ ____ 2rns.2 11A6.2 KEY PLAN ELEV. 1— ` �� . Northwest Career & , Technical ' Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 n�„�,,,• KHF CONFOFiMED BID 5ET Exterior Building Elevations & Canop� Elevations Sheet No. A6.2 R� RF RG RH nnoo r� �� r�vr�; Hutteball 30' Ms He \ 1 / & �re'mus C4010 Lake Washington Blvd- NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REGIS I ERED ARCHITECT N¢o 7080 SSF �-----� \ � �y �-----�---------------------------- �L �-_—_= i_i� MAIN ENTRY CANOPY SECTION SCALE: 1/4" = 1'-0" SSFPLATES BAR & CABLE SYSTEM r SSF PLATE CABLE TO PLATE 5 CONN - STUDENT ENT. 1/2" = 1'-D" SIM @ RK/R1, RL/R1 & RM/R1 ,� ..,. BAR & CABLE SYSTEM RRI-4 SSF TS PURLIN SSF BEAM SSF PL GL BAR & CABLE— SYSTEM �...� '• � S/8„ _ ---- I CABLE TO PLATE 11 CONN - OUTDOOR C.A. 1/2�� _ .��_p�� ATE OF WASHWGTON Northwest Career � � Technical 'I Academy 1606 R Au@nue Anacortes, 98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 n.,,W„• KHF �2 ADDENDUM 2 - 8/06/2009 SSF CHANNEL CABLE TO PLATE PLATES CONN - MAIN ENT 8 1/2" = 1'-0" SCALE: 1/4" = 1'-D" 1��1 BAR & CABLE SYSTE �W� CONFORMED BID SET � COLUMN CONN - STUDENT ENTRY 1/2�� _ ��_p�� BEAM CONN - 6 STUDENT ENTRY GL BAR & CABLE SYSTEM — RRI-4 SSF-BEAM BAR 8 CABLE � SSF COL ��i I AFC PLINTH W! SYSTEM " 1/2" CHAMFER, SSF PLATE � ALL EDGES PER 15/A6.3 p�_p�� a a d ao I f—AFC WALKWAY w � ' FDN PER � I -�— STRUCTURAL Q �--I----- ------------_--- DRAWINGS � �---------------------- CABLE STAY & COLUMN �BASE @ STUDENT ENTRY , � `7 1/2�� _ ��_�� BAR & CABLE SYSTEM SSF PLATE— PER 15/A6.3 a a - � SSF COL � 6,_p�� , 1'-�" �, . ' CABLE STAY & COLUMN �ASE @ MAIN ENTRY 1/2" = 1'-0" COLUMN CONN- 7 MAIN ENTRY AFC PLINTH W/ 1/2" CHAMFER, ALL EDGES SCALE: 1/4" = 1'-0" BAR & CABLE SYSTEM SSF PLA BEAM CONN - MAIN ENTRY 9 1/2" = 1'-0" GL SSF COL v ��_8�� , � ` M \ _ AP— AFC WALKWAY � AFC PLINTH W! 4'-0" FDN PER 1/2" CHAMFER, s'-�" �'-�" STRUCTURAL ALLEDGES DRAWWGS FDNPER I ►--------------- STRUCTUR4L I ' DRAWINGS �----------------�----- CABLE STAY & COLUMN ��BASE @ OUTDOOR COVERED AREA l ,iz„ _ �,_o„ COLUMN CONNECTION - OUTDOOR COVERED AREA 1/2" = 1'-0" GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS BEAM CONNECTION - OUTDOOR COVERED AREA 1/2�� _ �,_p„ K E Y L I N K S C H E D U L E KA SSN DESCRIPTION AFC 03 3D 00 ARCHITECTURAL FINISH CONCRETE AP 32 12 16 ASPHALT PAVING C�L -- -- — COLUMN coNN -- -- -- coNNEcrroN ELEV -- -- -- ELEVATIDN FDN 03 30 00 FDUNDATION MIN -- -- -- MINIMuM RM -- -- -- RooM RRI 07 54 00 RIGID RDOF INSULATIDN CSPMR> SIM -- -- -- SIMILAR SRD OS 31 00 STEEL RDOF DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING TS OS 12 00 TUBE STEEL (SSF) W/ -- -- -- WITH K�YLINK N�TES SEE DRAWING SHEET AD-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS. Canopy Sections 8� Det11IS Sheet No. A6.3 �-�`_===_�t-J--------------� STUDENT ENTRY ��CANOPY SECTION ��-�-----.� --------------- � � OUTDOOR COVERED AREA �CANOPY SECTION �- � i_ . "'°"'T- OUTSIDE �ER TRIM; EN & SEAL TO G PER JFACTURER 11REMENTS r � � I � I I I 4 5/8" 1&2 � I � � I � I � I I � MWP3—� MWPT - INSIDE CORNER TRIM; FASTEN & SEAL TO SIDING PER MANUFACTURER REQUIREMENTS MWP1&2 HCH MWPT AT INSIDE CORNER � �MWPT AT OUTSIDE CORNER � _ __ s , SCALE: 3" = 1'-0" WALI PER PLAN AIB SAF LAP OVER F&SM HCH MWP182 FBSM DRIP EDGE E''� I � II �— MWPT Ai OUTSIDE CORNER a ° e' � CIPC FOUNDATION '� � a a a� WALL, SEE , �� STRUCTURAL P STE M WA LL M AT C I C 1�'VP EDGE TRIM 5 SCALE: 3" = 1'-0" GL -; � �� WALL PER PLAN 1 ,j AIB SAF LAP OVER .�; ` F&SM I `-: HCH ` ;' \� <: MWP 1 & 2 ^' � I FINISH FLOOR a g F&SM DRIP EDGE ' . . a �8 . a' " N � a a ° CIPC FOUNDATION a ° ° I WALL, SEE � ,. , a4 o STRUCTURAL �MWP EDGE TRIM AT FOUNDATION � SCALE: 3" = T-0" NOTE: 1. REFER TO GENERALSTRUCTURALNOTES FOR REINFORCEMENT AT CMU 2. SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL CHANGES T GL '� SPMR CON UPPER CM MWP TRIM ^�WALL PANEL EDGE DETAIL =RYREGLET'Z' TRIM iHAPED TO FIT CMU - PATTERN 12 EXT ELEV tOVIDE '_RTICAL =MF HAT iANNELS JVP-3 =RTICAL . ,1NEL EDGE MWP EDGE TRIM AT CMU WALL SCALE: 3" = 1'-0" PER PLAN — MWP 3 MWP CORNER AT GB WALL TO CMU WALL WALL PER PLAN AIB HCH SAF LAP OVER AIB MWP3 MWPT - OUTSIDE CORNER TRIM;FASTEN & SEAL TO SIDING PER MANUFACTURER REQU I REMENTS HCH s v / 3,� _ ��_0�� ___.-�-�._—_ SCALE 3" = 1'-0" SCALE: 3" = 1' 0" - OUTSIDE :R TRIM; V 8 SEAL TO PER ACTURER 2EMENTS WALL TYPE PER PLAN AIB SAF LAP OVER MWP3�� MWPT; FASTEN & SEAL TO SIDING PER MFR SCALE: 3" = 1'-0" GB, WALL TYPE PER PLAN � SAF, TYP EACH SIDE OI COVER PLATE TO SEAL IT TO THE WALL AIB, CONT BEHIND STL LEDGER J-BOX PER MFR PROVIDE TARGET— FLASHING AT ALL MWP PENETRP,TIONS CFMF PER STRUCTURAL JS PLAN AT MWP �__ i � {i I�� _ _ AIB MWP PER VARIES PER ��IAMETER OF CIRCULAR- MOUNTING OPENING � FOR FIXTURES PER MFR REQUIREMENTS PROVIDE BLOCKING AS REQUIRED � wW W � a 28 A6.3 �x� /lil Q � > � JS, CONT. SEAL AROUND MOUNTING OPENING � MWPT FINISH TO MATCH ADJACENT MWP � �WEEP HOLE \ �— MWPT; FASTEN & SEAL �� TO SIDING PER MFR c A J% - - REQUIREMENTS � n A SECTION B ELEVATION SCALE: 3" = 1'-D" SSFCOLUMN 3116" MMF BENT {� — WELDED TO COLUMN 3/8" GALV STL BOLT— 3/16" MMF BENT f'� — PLAN AT SSF A1.5, A6.1 & A6.2 FOR MWP TYPES & LOCATIONS. 2. PROVIDE HORIZ HCH AT VERT MWP, AN� VERT HCH AT HORIZ MWP, TYP. DS MWP TRIM MMF DSB ` g ELEVATION AT MWP DOWNSPOUT �RACKEi 15 �DSB @ MWP) 3" = 1'-0" 3!8"x3" EXPA AFC 3/16" MMF BENT I� �� `\ � I/ � I CW7 I I\ / � � L\ — J I EQ EQ I. � r—� ��i i � Q 3/8" GALV STL BOLT ' _ I 3/16" MMF BENT F'� PLAN AT AFC � DOWNSPOUT �RACKET (DS� � ��C) 3" = 1'-0" 3/8"x3" EXPA � (V � MWP TRIM CMU —"� 3116" MMF BENT f�' - JS, TYP — 3/8" GALV STL BOLT 3/16" MMF BENT P 3/16" MMF BENT f1' �S 3/16" MMF BENT F'� PLAN AT CMU B ELEVATION AT CMU DOWNSPOUT BRACKET ��(DSB @ CMU) I V 1 3�, _ ��_0„ K� Y L I� K S C H E D U L E KA SSN DESCRIPTIBN AFC 03 3D 00 ARCHITECTURAL FINISH CONCRETE AFF -- -- -- ABOVE FINISH FLODR AIB 06 16 00 AIR INFILTRATION BARRIER BATI 07 21 00 BATT INSULATION BLKG -- -- -- HL�CKING CFMF OS 40 00 COLD-FORMED METAL FRAMING CIPC 03 30 DO CAST-IN-PLACE CONCRETE CMU 04 20 00 C�NCRETE MASONRY UNITS CONT -- -- — CONTINUDUS/CONTINUATIDN ➢P -- -- -- ➢IMENSIDN PDINT ➢S OS 50 00 ➢OWNSPOUT (MMF) DSB O5 50 00 DOWNSPDUT BRACKET CMMF) DTL -- -- -- DETAIL ELEV -- -- -- ELEVATIDN EQ -- -- -- EQUAL EXPA O5 50 00 EXPANSI�N ANCH�R EXT -- — -- EXTERIDR F&SM 07 62 00 FLASHING & SHEET METAL GALV -- -- -- GALVANIZE➢ GB 09 20 00 GYPSUM BOARD GS 06 16 DO GYPSUM SHEATHING HCH 07 42 13 HAT-SHAPED FURRING CHANNEL (MWP) JS Oi 92 00 JDINT SEALANT MFR — -- -- MANUFACTURER MMF OS 50 00 MISCELLANEDUS METAL FABRICATIDN MWP 07 4Z 13 METAL WALL PANELS MWPT 07 42 13 METAL WALL PANEL TRIM NLMF D9 22 16 N�N-LDADBEARING METAL FRAMING PTWD 06 10 00 PRESERVATIVE TREATED W�OD SAB 09 20 00 SDUND ATTENUATIDN BLANKETS SAF 06 16 00 SELF-ADHERE➢ FLASHING SPEC -- -- -- SPECIFICATION SPMR 07 54 00 SINGLE-PLY MEMBRANE RODFING SSF OS 12 00 STRUCTURAL STEEL FRAMING STL -- -- -- STEEL KEYLINK N❑T�S SEE DRAWING SHEET AO-0 F�R KEYLINK LISTS BY ALPHABET AND HY DIVISIDNS. n BATI GS MWP MWP - OUTSIDE CORNER TRIM M5 —�- ��5�;:� � � . � � _ �_ GS 8 SAB, F WALL TYPE SCALE: 1" = 1'-0" MWP BATI GS MWP - OUTSIDE CORNER TRIM � COLUMN MWP ---�\ GB R SAB, PER WALL � TYPE PLAN DETAIL N4 � M5 SCALE: 1" = 1'-0" GB� 1'-6" � 2" NLMF, FUR UP � TO 3'-4" AFF �CFMF i,�. � � - r: ' �� — — — — — — — — � .. ... .. . ,. ..... . .. . . . .. ---�_— —� SEE 2/A6.4 FOF MWP @ INSIDE CORNER. � �,': PLAN DTL a� HOSE BI� SCALE: 3" = 1'-0" ry �� Hutteb al1 & O�e'ril�ius 1 C4010 Lake Washington Blvd NE, Sui[e 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 IREGISTERED ARCHITECT � 7080 i Ore�v oF WASHiNcroN Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Proiect No. 0806 n�„W„• MW ICONFORMED BID SET Exterior Details Sheet No. A6.4 30'-0" Max. allowable Height Limit R2 1 A8.1 20'-0" Basic allowable Height Limit `i � 7'-4° � " � Top of CMU ( � I � PUMP 121 0'-0" Top of slab BUILDING SECTION A-A 12 ��a f 120 SCALE: 1/8" = 1'-0" 30'-0" Max. allowable Height Limit 20'-0" Basic allowable Height Limit 17'�" Top of CMU a,_o„ Top of slab — R2 � A8.1 SIM _ i a I I,-� '� -- ' I' �� I I I � I I PWBP� � � � ELEC. MDF i123 124 � �;,v��%;ynv,�, v>.vu� BUILDING SECTION B-B 3 � I A8.3 ¢� R1 0l /� 5 ♦ al ( j w�� - Z - \ --�-- - - i - I - -- A8.3 �2 � � � �\ � 4 \ � \% ii SCALE: 1/8" = 1'-0" 30'-0" _ Max. allowable Height Limit 20'-0" _ Basic allowable Height Limit [cI. [� 11'-8'° Top of Wall a-o�� Too of slab R2 � 1 A8.1 "' a I I l 12 I ( Zr— i-- ��_J i � i � �i I �ii 3 A8.1 �� ,-- R1 0 � f 5 �' 4� 3 n �� I ' , — W — � � f— — — — 2 � >� 1z I I � A8.1 � � � _` 4� r i � I / u � I I / i nn �/ I � �; I I � I I --t---- ---�--TT---�-r- I � � � " ' `--r, , ' -----��----�z� ',i I Fi 2 � - % � �� ---I- �--� � � F^� � ^ � -- � — — — � � � r �--�-- �- - � ----� � � I I I � � ' -------r--�- - � i i`- - �--JL� � r�-� I I �_ _�----' � I I I " " �--J � � I �STUDENT � � I GIR S � � ENTRY � � CONF. � COE ADMIN � 11 � � 117 � � 126 S � 127 128 � � � � � ,� ' � � � � � � � - - --- -- - ---------------------- .�, �� ` � � �- �-� � � .. �, . .. ; _ � . � �n �__� TRUE VIEW 8 T�IiE VIEW SFM - TYPICAL �'*�'��' �� EXISTING GRADE 12 WOOD SUPPORT 116 G � 1 _ �__� 6 7 � I A82 A8.2 oi,�__ ` �'�ee�m� ` '—� z f 1 1 R1 W � A8.1 SIM � 5 � I � 3 I - - � 12 - -i ---- - - � - - -- -- - � - � � � � a� I I I � ��I� I I I / � \ ; �'ii � I I � � I I I C I ' �I � ` ,-��l; , I I I I 1 -� - � , �: -- - - _ `� � � ) � � I l— I I,,-'' ��1� ��p�� I I --i , , 1 �-- - � �� --- I � � `__ < I _ I I �,i _ � ___- — � � I —_ I � � � � � ��, � �� i � ��s o�� I I I � � �� \ � � � � � � � � MAIN � � � ��' E RY '� � �i �� ENTRY � � �� I�� , � � � � �o� � � I�� I � \ \ \ \ \ \ 'I �I �II 0 \ ,�I � �� I � � C' �i ? �� '//�/ i" s --- --- - � ------- .. . .. � �. . � .� � � � ��' - , „ ; , .�,_ � -->, � � � � �� , . �� J � ,. 1 ,.';� ' � � l � � 'i i i i. A�� / c��" � I � ` , TRUE VIEW TRUE VIEW SFM - TYPICAL � � . � ��_ ;� � �� EXISTING GRADE 1 ' � '�'� ' I �� I ( �� I � I � - �-= - � � � -. I � �, ' � '� �� I � I _ l=r, —��I ,— � � � � � I I i\ S S S � \ i � - -- - � � � �� R JE�� T � � �I � �I� A ZY.OR S I � �i �� 12 1 /4�— �A �!� � � �:Y�4:..`�`"5: i<� �UILDING SECTION C-C � I:�Il ��11 ��di � I:�q ��/ I�N�1 SCALE: 1/8" = 7'-0" � WOOD SUPPORT I 116 � �� I 12 �z 4 , � �� LECTURE -- 102 \ � �� SFM - TYPICAL �� EXISTING GRADE �� / 1 ___� ,! — �" -- K� Y L I N K � C H E D U L� KA SSN DESCRIPTION ADMIN -- -- - ADMINISTRATIDN CLR -- -- -- CLEAR CMU 04 20 00 CONCRETE MASONRY UNITS CONC 03 30 00 CONCRETE CONF -- -- -- CONFERENCE cusr -- -- -- cusroniAN EA -- -- -- EACH ELEC -- -- -- ELECTRIC/ELECTRICAL GB 09 20 00 GYPSUM HOARD LAH -- -- -- LABORATORY MAx -- -- -- MAxIMuM MDF -- -- -- MEDIA DISTRIBUTION FRAME MECH -- -- -- MECHANICAL MIN -- -- -- MINIMuM NLMF 09 22 16 NON-LDADBEARING METAL FRAMING PWBP 06 10 00 PLYWDOD BACKING PANELS RRI 07 54 00 RIGID R�OF INSULATIDN (SPMR) SAB 09 20 DO SOUND ATTENUATIDN BLANKETS SFM 31 20 DO STRUCTURAL FILL MATERIAL SIM -- -- -- SIMILAR SJT O5 21 00 STEEL JDISTS SRD O5 31 �0 STEEL RO�F DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING w� -- -- -- wrrH KEYLINK NDiES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS. KEY PLAN G F ry s M Hutteball & or�111L1S C401 D Lake Washington Bivd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 IREGISTERED ARCHITECT � �oso � � , s. �em�s OF WASHI{�GTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 n...,�.,. K H F CONFORMED BID SET Building Sections Sheet No. A7.1 E D C B A / — R3 I R2 � �� 13 A5.2 �_\ /._ _` _--� 30'-0" Max. allowable Height Limit zo._o„ �,,., Basic allowable Height Limit �-17'-4" Top o�MU I z�_. - ��-- � , I � STAIR �ACCESS � 112 I " ��" SFM-TYPICAL �� EXISTWGGRADE—� BUILDING SECTION F-F o�-o° Top of slab �; 12 CHAIN -FALL BEAM — PER STRUCTURAL MECH ALCOVE 111 SFM - TYPICAL ""'"",", „"" �RUE VIEW ,� TRUE VIEW �� i BUILDINC SECTION D-D SCALE: 1!8" = 1'-0" RM RL so,_o, I _ � — Max. allowable Height Limit 20�_Q„ � — Basic allowa6le Height Limit f �a,A„ To�o{ S�ab �, �� R1 �I �� w � � 1 _ A8.3 f ' �l I I ��\�/ �; � — � , — \i - — I r� � r � �, � �_ � �_� �_i \ S \ � V — S S �� S S � 4 � -- - \ \ � � V A � S � S 8_ S S � � i S S S S I �� ROJECT � ;�i i � S � A S� LAB i FRG' � /%/ 1� � 108 �� , % /�/ I I ------- ---- - --- ` F_ L � -- ---- � _'-- J _ � � � � \ 8'� � o I� L �� SCALE: 1/8" = 1'-0" \ �" j 3 `r A8.5 /� � ♦ II ' f I30'-0" Max. allowable Height Limit 20•-0� � BasicallowableHeightLimit ��---- �---- ��A�� Top of slab SOGD HORIZONTAL TRACK ASSEMBLY PER MFR, PROVIDE BACK HANGERS, ROOF HANGER ANGLE AND SWAY BRACE PER MFR RECOMMENDATION , �:� � S S S � � � � � � \ \ \ , , � � y� u� � 0 -W-� I�ll^I�I � � -- - - -- -- - ---------��--€_� -- -- � ---- F�1-�-- --- I I � � s � � � � � � � � � � � � � � � � � PROJECT � � 0 � LAB � � : \ � \ � � S \ \ � � S S 1 � s � , \ � -- \->, � ' � � � iz✓JY.,Y�r,� �/� � / �� ---- �UILDING SECTION G-G SCALE: 1/8" = T-0" 1 A8.5 � � � RK � O '� I I � —I — — — I � I � � � � � � � � � _ I —_� \ � � � � � -------- ----- � -- � � � � � � I I SENTRYT HALL � � 117 200 � � � � 12 4 � 5 � � � � 4 3.5 — � � 12 � Z I' `� � �_� � � , � ---� � � � � � � i � CHAIRlTABLE ALCOVE STORAGE � 105 104 � ---- ------------- �� : .��,� � � �� i�� EXISTWGGRADE � / y;,.; ��\,�,`�,�� - — -- — �---, REFER TO INTERIOR ELEVATIONS AND WALL SECTIONS FOR CMU PATTERN AND FINISHES @ PROJECT LAB AND STUDENTENTRY S \ \ S . � � , PROJECT LAB n S � S � 108 II LJ II I L -- �-�- � � S � � C S S S � � � � S S S S S � � � STUDENT ENTRY 117 EXISTING GRADE SFM - TYPICAL — �-�i � ^� �_l � � � � — — —��— — —� , � � ,' �� ` 2 ii iiii iiii fA8.5 � � � ��i li i i ii ii �ii ii i ------ - ---- ��-'-=�--.�= \ \ � � , , � � \ i \ S i O I CMU-3 �-� T--� ii ii i i CMU-2 �i �i�i � � � i � � CMU-1 i�i � � ,� C f� �.. � r� r� I' il � �� ---! --------'-'--- '�'� �� ii ii i ili i, ii KEY PLAN fl �� — �-� -- �� ii ii iii . . . ry M Hutteball & Q�'�rY1LlS 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 IREG6TERED P.RCHITECT I N 7080 �� 5�0 OF WASHINGTON G F Northwest Career & Technical Academy 1606 R Avenue Anacortes,98221 ANACORTES CAMPUS Date: 07/13/2009 Proiect No. 0806 DraWn: KHF 2 ADDENDUM 2 - 8/06/2009 ICONFORMED BID SET Building Sections Sheet No. A7.2 R2 � 30'-0" _ Max. allowable Height Limit � 20�_0�� -�`— Basic allowabfe Height Limit — � � � �,_4�� / � Top o� I � � � � � � � Topo�p,_p�� I _ _ --� v ;, �„ 12 BUILDING SECTION E-E �, �i R1 � I a w-�I —� — \ \ SCALE: 1/8" = 1'-0" SJT PER STRUCTURAI CMU TO SRD STRUCTURAI SSF PER STRUCTURAI CMU PER PU PWBP @ ALL WALLS, TYP CONC CURB PER 3/A3.1 RRI SR� TOf CMI ssF STF GB SJT STF SJT S4FFIT SSF P STRU� NLMF GB NLMF CONN STRU� SAB SCALE: 1 1/2" = 1'-0" PARTIAL BUILDING SECTION �� Z SCALE: 114" = 1'-0" ' � � WWF @ INT WALL SCALE: 1 1/2" = 1'-0" �LL t URAL �� iIM IU PER PLAN RRI-1 SRD TOP CMU SSFI STRI CMU GB S TO F CAUL NLMF PERI I FRAA SSFI STRI ��!` / ♦ � � SCALE: 1 1/2" = 1'-0" PER PLAN F PERIMETER ME, EA SIDE LK ALL �ES PER � D UCTU- " 1 G � C B � GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS G F ry M Hutteball & Ore'ri�ius C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 IREGISTERED ARCHITECT N� 7080 i/ �v re�� OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes,98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0�06 DraV�n: KHF -� ADDENDUM 2 - 8/06/2009 CONFORINED BID SET Building $E`C#1017S sc ws��l P@Il@tPc�t1011 Deta1IS Sheet No. A7.3 H - tLtVHI I111V �SJT PENETRATION @ CMU 'B' - SECTION KEY PLAN R2 1 A5.2 / � \ \ \ � F A4GFMRI V - CPMR � 17'-4" • SPMR � TOP OF CMU I 1 • BP OVER WPU I I • RRI -1; UNO � I • VR �2 �" I , � • ASRD � 1/4� O I � I �. ,,. ... _ '� �� CO � L J - - (V �� TOP OF PLATE (� � INSIDE FACE OF CMU ` I � PER STRUCTURAL \ / - - 96 � � � A6.4 � � 12'-0" � SJT CL OF DSB -� os6 � . os CMU PER PLAN —� � fV 'o � 0 v PUMP 121 0 � O F- 0 0 ��' CL OF DSB � - � U i — � :� �i� �'�� ° ; �;a — RB — EPBI �4" SOG i- VR 6" DCM rw— � � a�/ A8.2 WALL SECTION 1 SCALE: 1/2" = 1'-0" SFM,TYP // SGR-/ CIPC FTG - REFER TO STRUCTURAL 11 A5.2 / / ---- -�i/ ROOF TOP EQUIP PER li �� MECH —� I � 12 4� Y U w � K O O m O H ao CV ^ m fV 0 � 0 v R1 ROOFASSEMBLY-MRP • MRP • BP OVER WPU I • RRI -1; UNO �r • VR I • SRD I ROOFASSEMBLY-SPMR i • SPMR ��19'-4" • BP OVER WPU C�' L pF pgg • RRI -1; UNO MWP — • VR • SRD HCH — DS 7— i �SRfBP PEF � RRI -2 - - - - ( � �SJT - SEE STF DUCT PER �— � �MECHANICAL �------ - 1 � '� — � 4 A5.2 � ---- � I � / IN: PE RPC PER PLAN CMU PER PLAN 6" CFMF @ 16" OC GIRLS 119 � • o�-o^ T P F LA MINUS 0'-2" TOP OF DEPRESSED 4" NLMF CTW OVER CEMB CTF OVER CMB- -4" SOG -VR -6" DCM a< 9 „ . °. STUDENT ENTRY 117 4" SOG VR — 6" DCM �--SGR CIPC FTG - REFER TO STRUCTURAL WALL SECTION 2 SCAIE: 1/2" = 1'-0" � — CIPC FTG BEYOND - REFER TO STRIJCTURAL WALL SECTION � SCALE: 1/2" = 1'-0" GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR NPE AND THICKNESS ROOF ASSEMBLY-MRP • MRP • BP OVER WPU • RRI -1 � I INC1 I O 51 FiUG I UKAL AFG �_$ ... _.. v � CL OF DSB WALL SECTION 4 SCALE: 1(2" = 1'-0" ry - � Hutteball & Ore'rrius C4010 Lake Washington Bivd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REGIST�RE� ARCHITECT � N 7080 Vl'Y/��%�'1�`' TE OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Praject No. 0806 DraWn: KHF �ADDENDUM 2 - 8/06/2009 1 i BID SET Wall Sections Sheet No. A8.1 �/ . �''!■ _ - � 9'3" h CL OF DSB DSB-TYP �DS �--ASF K E Y L I N K S C H E D U� E KA SSN DESGRIPTION ADMIN - -- -- ADMINISTRATIDN AFC 03 3� DO ARCHITECTURAL FINISH C�NCRETE AIB 06 16 00 AIR INFILTRATIDN BARRIER APC D9 51 13 ACDUSTICAL PANEL CEILING APCSS 09 51 13 APC SUSPENSION SYSTEM ASF 08 41 13 ALUMINUM STOREFRONT ASR➢ OS 31 00 ACDUSTICAL STEEL R��F DECK BATI 07 21 00 HATT INSULATION BC 12 35 50 BASE CABINET BC 31 20 00 BASE CDURSE BDP 07 I1 13 BITUMINDUS DAMPPROOFING BP 07 41 13 BUILDING PAPER (MRP) CEMB 09 30 13 CEMENT BACKER BDARD CCT) CFMF OS 40 00 COLD-F�RMED METAL FRAMING CIPC 03 30 00 CAST-IN-PLACE CONCRETE CL -- -- -- CENTER LINE CMB 09 30 13 CEMENT MORTAR BED CMU 04 20 00 CONCRETE MASONRY UNITS CONF - CONFERENCE CP 32 13 13 CONCRETE PAVING CTF 09 30 13 CERAMIC TILE FLOOR CTW 09 30 13 CERAMIC TILE WALL DCM 31 20 00 DRAINAGE CDURSE MATERIAL DP -- -- -- DIMENSIDN POINT DS OS 50 OD DOWNSPOUT CMMF) DSH OS 50 00 DOWNSPDUT BRACKET (MMF) EPBI D7 21 00 EXTRUDED POLYSTYRENE BDARD INSUL EQUIP -- -- -- E�UIPMENT FAWP 07 14 16 FLUID APPLIED WATERPRO�FING FDS 03 20 00 FDUNDATIDN DRAINAGE SYSTEM FTG 03 30 00 FOOTING GB 09 20 00 GYPSUM BOAR➢ GS 06 16 00 GYPSUM SHEATHING HCH Oi 42 13 HAT-SHAPED FURRING CHANNEL CMWP) HSS OS 12 00 H�LLOW STRUCTURAL SECTION MECH - -- - MECHANICAL MRP 07 41 13 METAL RDOF PANELS MWP 07 42 13 METAL WALL PANELS N�MF 09 22 16 NON—LDADBEARING METAL FRAMING oc -- -- -- ❑N CENTER PBD 07 14 16 PROTECTIDN BOARD RB 09 65 13 RESILIENT BASE RPC 09 54 14 RA➢IUSED PANEL CEILING RRI 07 41 13 RIGI➢ RDOF INSULATION CMRP) RRI 07 54 00 RIGID RDOF INSULATI�N (SPMR) SAB 09 20 00 SDUN➢ ATTENUATIDN BLANKETS SFM 31 20 00 STRUCTURAL FILL MATERIAL SGR 31 20 00 SUBGRADE SIM -- -- -- SIMILAR SJT OS 21 00 STEEL JDISTS SMSP 07 62 00 SHEET METAL SPLASH PAN S�G 03 30 00 SLAB-ON GRADE SPMR 07 54 00 SINGLE-PLY MEMBRANE RODFING SRD OS 31 00 STEEL RDOF DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING TOS -- -- -- TOP ❑F STEEL UND -- -- -- UNLESS NOTED ❑THERWISE VR 03 30 00 VAPOR RETARDER (CIPC) VR 07 41 13 VAP�R RETARDER CMRP) VR 07 54 00 VAP�R RETARDER CSPMR) wPU 07 41 13 WATERPRODF UNDERLAYMENT KEYLINK N�TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS HY ALPHABET AND BY DIVISIONS. CPEJ CP/AP PER GRID SITE PLAN BDP - TOP TO FOLLOW FINISH GRADE OR SLOPE OF PAVING; DO NOT EXPOSE TO ;�,.:�,..':.• VIEW BC . 4 . . d a . � . . � '�� :� .� i J-�� `-� � _ � � � � >�O J �:��G��0 4 �� ti o� � � � a c �� v ��.� I>� � �� a � �. � � - I,. � �J-c�j�.� • � ° a . a ° . � � � G sY' �� a.� a ��a . � � �° �� a� . I I i � /��/ , �i��//��//��//��//��//��//� �\� ''� � ��j�/Fos \�A��A��A��V��V��` �\�/�\��\�\ � //�\�\ //� FM C �F\� \\ �STRUCT\RAL� FF �FOUNDATION DETAIL VR DCM SFM SCALE: 1" = 1'-0" BATI CFMF GB RB EPBI SOG �VR 6" DCM Qa ' e d� �. 'd � I . . C FTG - REFEI STRUCTURAL d a �' e - ° PE - � - TRUCT _ � a < �- _ a � � - � e J� ' a� � �`� �O � aa � � < c-�'O� o a v ,. d d �c�� ° a° � P a Q � G O ' ' ' d �, .. . . . � . . ,. FOUNDATION DETAIL F�S c�ei o �� - ��_n^ FOUNDATION DETAIL 3 SCALE. 1" = 1'-0" �RID EPBI SOG PER PLAN vR '� 6" DCM i� Qa a � �a __._ . ._ d n �.'. �,�L�° r`: �� " a aq a � a ' ' �� a a � CIPC FTG - REFEW�A/�A% ��A ��A! TO STRUCTURAL FOUNDATION DETAIL � ^^OR PER �N =J ;4P PER E PLAN � � �_ �m:eeem � o �� ►i� I ■r �� MWP OVER HCH AIB OVER GS CFMF BATI a 0 � NLMF GB BATI APC & APCSS i A11.5 ASF COE �127 9 A11.5 � 3'-4" TOP OF CIPC GB ; a AFC 1 1/2" CFMF `'. Ra-�'�--� EPBI � � �- - SS a - __ 4" SOG PBD OVER �.--- AIB OVER GS VR s i=c - �-FAWP - MWP OVER HCH ��'z'' - �� ,� o'-o" 6" DCM ��, - VII�- I Fs�sM �fio�s� � o � �a� �� — � �sc�� fflll,� FINISH FLOOR - {' � � - i '3�'_�,_ . % FG R j/�\\/�\\/�\\//\//\/\ lIl = -� _ �\/� j BDP - TOP TO ///A�/�jj��j��, I — � �� Ni�i, ,> �Fo��ow FiNisH ii��i��Ni��T��Ni�� = � a` �� , e a %/Ni��i GRADE OR //��//��//��//��/i��j��//�%/��/�, �' `� � ' � _�%��/��%��% - = PAV NG; DO NOT /��\�/��/��\� �\��'�\��\��\ �\�\��\�\ � \��\ \ �\�\�� - //i✓/i//i�/n//n// //i//i�/i��/i�/��/�/i��%? %�/i�%�/�//i�.��i//i.�b�/%?�/..�/ EXPOSE TO VIEW � � �� CIPC FTG - REFER � / 2 �>� �" " TO STRUCTURAL � A8'Z ,-r �-� ,'G�� -- � - � r� , I WALL SECTION o� � �� - �\� cJ �' � � � �� SCALE: 1l2" = 1'-0" � . � I ��V� SCALE: 1" = 1'-0" CMU WALL SOG PER PLAN EPBI � AFC FGR FAWP; DO NOT ,EXPOSE TO 12 4� SJT HSS-COLUMN BEYOND — GENERALNOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS � � n ^ /` 5 A5.2 6 A5.2 �r \ � � '�"1 � � � ,/ RRI -2 SRD MWP OVER HCH AIB OVER GS 7 SS GB Ro TO STRUCTURAL—� 1FOUNDATION DETAIL SCALE: 1" = 1'-0" ROOFASSEMBLY-MRP � • MRP Q4 • BP OVER WPU • RRI -1; UNO • VR • SRD CFMF PER PLAN MWP PER PLAN FB�SM CIPC-MOWING STRIP BDP-TOPTO = FOLLOW FINISH ROOF ASSEMBLY (TYP) =GRADE OR SLOPE . MRP �OF PAVING; DO NOT • BP OVER WPU EXPOSE TO VIEW • RRI -1; UNO • VR �'_ i\� • SRD 1�� I� 1 ROOFASSEMBLY . MRP • BP OVER WPU • RRI -1; UNO ' VR I ' SRD K� Y L I N K � C H E D U L� KA SSN DESCRIPTION KA SSN DESCRIPTI�N ACjy 08 44 13 ALUMINUM CURTAIN WALL SFM 31 20 00 STRUCTURAL FILL MATERIAL AFC 03 30 00 ARCHITECTURAL FINISH CONCRETE SGR 31 20 00 SUBGRADE AIB 06 16 00 AIR INFILTRATIDN BARRIER SJT OS 21 00 STEEL J�ISTS AP 32 12 16 ASPHALT PAVING SOG 03 30 00 SLAB-ON GRADE APC 09 51 13 ACDUSTICAL PANEL CEILING SPMR 07 54 00 SINGLE-PLY MEMBRANE RDOFING APCSS 09 51 13 APC SUSPENSION SYSTEM SR➢ OS 31 00 STEEL RDOF DECK ASF OB 41 13 ALUMINUM STOREFRONT SS OS 40 00 SILL SEALER CCFMF) BATI 07 21 00 HATT INSULATI�N SSF OS 12 00 STRUCTURAL STEEL FRAMING BC 3i 20 00 HASE COURSE TOS -- -- -- TOP OF STEEL BDP 07 I1 13 HITUMINDUS DAMPPR�OFING UNO -- -- -- UNLESS NOTED OTHERwISE BP 07 41 13 HUILDING PAPER CMRP) VR 03 30 00 VAPOR RETARDER <CIPC) CFMF O5 40 00 COLD-FORMED METAL FRAMING VR 07 41 13 VAPOR RETARDER CMRP) CIPC 03 30 00 CAST-IN-PLACE CONCRETE VR 07 54 00 VAP�R RETARDER <SPMR) CL -- -- -- CENTER LINE WPU 07 41 13 WATERPROOF UNDERLAYMENT CMU 04 20 00 CONCRETE MASONRY UNITS CP 32 13 13 CONCRETE PAVING K E Y L I K � T ES CPEJ 32 13 13 CONCRETE PAVING EXPANSIDN JDINT (ISOLATIDN JT) SEE DRAWING SHEET AO-� F R KE LINK LISTS DCM 31 20 00 DRAINAGE CDURSE MATERIAL BY ALPHABET AND HY DIVIS ❑ � DD -- -- -- DOOR OPENING DP -- -- -- DIMENSIDN POINT DS OS 50 00 DOWNSPOUT CMMF) DSB OS 50 00 DOWNSPDUT BRACKET CMMF) ,; EPBI 07 21 00 EXTRUDED POLYSTYRENE BOARD INSUL � FBSM 07 62 00 FLASHING & SHEET METAL FAWP 07 14 16 FLUID APPLIED WATERPRDOFING FDS 03 20 00 FOUNDATIDN DRAINAGE SYSTEM FGR 31 20 00 FINISH GRADE/GRADING FTG 03 30 00 FD�TING GB 09 20 00 GYPSUM BDARD GS 06 16 00 GYPSUM SHEATHING HCH 07 42 13 HAT-SHAPED FURRING CHANNEL CMWP) HSS OS 12 00 HOLLOW STRUCTURAL SECiION MIN -- -- -- MINIMuM MRP 07 41 13 METAL RD�F PANELS MWP 07 42 13 METAL WALL PANELS NLMF 09 22 16 N�N-LOADHEARING METAL FRAMING 4 O PBD 07 14 16 PROTECTIDN BDARD RB 09 65 13 RESILIENT BASE RPC 09 54 14 RADIUSED PANEL CEILING RRI 07 41 13 RIGI➢ RDOF INSULATION (MRP) RRI 07 54 DD RIGID RDOF INSULATION (SPMR) I ROOF ASSEMBLY (TYP) ' • SPMR • BP OVER WPU II • RRI -3; UNO '�. SSF - COLUMN � • VR BEYOND PER � • SRD ooi o � ooi � STRUCTURAL I ��i I DLINE I � '', - SS.F - BEAM PE �, F µ TOS @ GRIDLWE S7RUCTURAL PER STRUCTURAL � � ---- � I /// \\\ I �� // i"�U i u i �� ' DUCT PER i � �� ii i �vIECHANICAL i �` ' �� .,'`. � \`: ��r i __, I -- - , :::. - i ,��' � �\ i �i __�� i �� i � �� i i j i� i �� i u i �°� __/ iif -..,.., I i \��.� �ii� , _- - _ I i _.._ �,. -_ - ; i i RPC PER PLAN , v I i ` RPC PER PLAN NLMF \ GB �� p � A4 z � � - a .i o. — a �� - �i I �i ---- � �_ STUDENT MAIN ENTRY I ENTRY 117 il 101 i i' i, i � i II _ i i ASFBEYOND ii �ii HSS - COLUMN i I lii - BEYOND �i i 4" SOG VR 6" DCM --- 0,_�., . . a ...d . a . . ' a . <° , , � ' , a _ , i�, °�. , a= e. TOP OF SLAB �--- SGR CIPC FTG BEYOND REFER TO STRUCTURAL WALL SECTION 6 SCALE: 1/2" = 1'-0" 10 A5.2 /� \ / � HSS PER STRUCTI SSF - BE/ BATI — CFMF — \ G� RPC PER PLAN — ACW � � �', I I� rI �\ C.° d . � ��. � � MWP OVER HCH I AIB OVER GS I 12 � 2 SSF-BEAM - SSF-COLUMN BEYOND PER STRUCTURAL- MAIN ENTRY 101 4" SOG VR — 6" DCM I � �� \ _�� - � - � 10'-D" h CL OF p�sg \ / 15 DSB - TYP as.a DS BEYOND MWP BEYOND 2�_8�, h CL OF pSg 4' CP— BDP BC � � SGR� �� -FDS SFM, TYP � CIPC - FTG ` � � "' ' 3 A82 7 WALL SECTION SCALE: 1/2" = 1'-0" ii,ll I III N� I � ;° _ �� _ I a .a.' � II I� III - �` � ° °� �� — �� lll = �,:��,,1III IIk � _ � III IIL t ` CIPC - FTG r�y � Hutteball & �re111L1S C4010 Lake Washington Blvd NE, Suite 320 Kfrkland, WA98033 p 425 828 8948 f 425 828 9067 I REGISTER=D ARCHITECT �N 7080 i Kevi�. Ore�� ATE OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Dray�n: KHF -� A�DENDUM 2 - 8/06/2D09 CONFORMED BID SET Wall Sections Sheet No. as■2 R1 ROOFASSEMBLY-SPMR I • SPMR • BP OVER WPU • RRI -1; UNO • VR • ASRD Y U w 0 � O F- O m O ch F— U � � N O � 0 v 16 A5.3 / / ' U PER 0 I OFFICE 110 0 v O � a 0 SFM, TYP—� � � CIPC FTG - REFER TO STRUCTURAL WALL SECTION 1 SCALE: 1/2" = 1'-0" � � O � 0 v 0 v O 0 0 � 6 � A11.6 �C e .�.. < .-,. a. R1 ROOFASSEMBLY-SPMR • SPMR • BP OVER WPU • RRI -1; UNO • VR i — • ASRD � � / 16 I A5.3 I � � � I I � � � � � � I I I / L . % i i i 1 r i i i i i i -PER BEYOND 0 I WOOD ' SUPPORT I 116 �i i I — �i i I � i RB i 5" SOG i VR �i 6" DCM i ' .� . + I d a... � �—s�- , ''� -- � � — lu : —J n-� �= � � I (�� \ � I 8 . d e �� `� � , \�`-a �� i� �.°� . a � �_ ROOF ASSEMBLY-MRP • MRP • BP OVER WPU • RRI -1; UNO • VR • ASRD 4 1��_�".�k�" SJT - PER STRUCTURAL "� ��. � _ � �'� �� i v � � i � i '---"i � / i i i r i I DUCT PER MECHANICAL i CMU PER PLAN i � � i OF CMU PER STRUCTURAL i I I il i i i i I PROJECT LAB 108 i CSWK PER PLAN ii ii i I . 3, O'_O'r � - , TOP OF SLAB SGR � CIPC FTG - REFER TO STRUCTURAL WALL SECTION 2 SCALE: 1(2" = 1'-0" 5 ROOFASSEMBLY-MRP I � MRP • BP OVER WPU �. • RRI -1; UNO • UR I • ASRD 5 A5.2 � 12 4� ., _ _ . , . SSF PER STRUCTURAL GB SJT CFMF — BATI — GB (2) LAYERS TOS @ GRIOLINE ER STRUCTURAL SSF-BEAM SAB NLMF— / � � � � HSS-COLUMN BEYOND ��i PER STRUCTURAL I i i i ,� � �,�, ili 2 A11 / i i / \ I` / � �� I� �� DUCT PER MECHANICAL RPC PER PLAN ASF I I I I � 'i PROJECT i i LECTURE LAB i i HALL 108 �ii�i 102 14 A11.6 / �I� ♦ CSW PE / � � J \ � PLAN � ' i NLMF � � � ♦ / SAB GB (2) LA, E `^ 5" SOG VR 6" DC � g ;i i � �I ip r J - � s � � ` �� i � �'� � ��\ — -� (� �/�\�/�� I I � a d' � �II�� ir��i/�/i�`%. � ir � lf a d e 1- �,ufl ✓�% — ' ----e ��_/��i i CIPC - F�N WALL SECTION 3 SCALE: 1/2" = 1'-0" GB-2LAYERS RB 4" SOG y ��-�n ( � _ � . < _. TOP OF SLAB ° CIPC - FTG BEYOND ROOFASSEMBLY-MRP � MRP • BP OVER WPU � • RRI -1; UNO 4 • VR • SRD f A52 I RPC PER PLAN SSF-BEAM — SJT i LECTURE HALL 102 GB ---�� BATI —� CFMF�-5" SOG EPBI � —VR � —6" DCM � �s on� I' I��I � I / ( � = , QI Q < a , I , e. K E Y L I N K S C H� D U L E KA SSN DESCRIPTIDN AFC 03 30 00 ARCHITECTURAL FINISH CONCRETE AIH 06 16 00 AIR INFILTRATI�N BARRIER APC 09 51 13 AC�USTICAL PANEL CEILING APCSS 09 51 13 APC SUSPEP[SIDN SYSTEM ASF 08 41 13 ALUMINUM STOREFRONT ASRD DS 31 00 ACDUSTICAL STEEL RDOF DECK BATI 07 21 00 BATT INSULATIDN BDP 07 11 13 BITUMINDUS DAMPPR�OFING BP 07 41 13 BUILDING PAPER (MRP) CFMF OS 40 00 COLD-FORMED METAL FRAMING CIPC 03 30 OD CAST-IN-PLACE CONCRETE CL -- -- -- CENTER �INE CMU 04 20 00 CONCRETE MASONRY UNITS CSWK lZ 35 50 CASEW�RK DCM 31 2D 00 DRAINAGE CDURSE MATERIAL DP -- -- -- DIMENSIDN POINT ➢S O5 50 00 DOWNSPDUT (MMF) DSB O5 S� 00 DOWNSPDUT BRACKET CMMF) EPBI 07 21 00 EXTRUDED POLYSTYRENE BDARD INSUL FDN 03 30 00 FDUNDATIDN FDS 03 20 00 FDUNDATIDN ➢RAINAGE SYSTEM FGR 31 20 00 FINISH GRADE/GRADING FTG 03 30 00 FDOTING GB 09 20 00 GYPSUM HOARD GS 06 f6 00 GYPSUM SHEATHING HCH 07 42 13 HAT-SHAPED FURRING CHANNEL (MWP� HSS OS 12 00 HOLL�W STRUCTURAL SECTI�N LAB -- -- -- LABORATORY MRP 07 41 13 METAL RDOF PANELS MwP 07 42 13 METAL WALL PANELS NLMF �9 22 16 N�N-LDADBEARING METAL FRAMING RB 09 65 13 RESILIENT BASE RPC 09 54 14 RADIUSED PANEL CEILING RRI 07 41 13 RIGID RD�F INSULATI�N <MRP) RRI 07 54 00 RIGID R�OF INSULATION tSPMR) SAB 09 20 00 SDUND ATTENUATI�N BLANKETS SFM 31 20 00 STRUCTURAL FILL MATERIAL SGR 31 20 00 SUBGRADE SIM -- -- -- SIMYLAR SJT OS 21 00 STEEL JOISTS SOG 03 30 00 SLAH-ON GRADE SOGD 08 36 13 SECTIDNAL ❑VERHEAD GARAGE DODR SPMR 07 54 00 SINGLE-PLY MEMBRANE R�OFING SR➢ OS 31 00 STEEL RODF DECK SSF OS 12 �0 STRUCTURAL STEEL FRAMING TOS -- -- -- TOP OF STEEL UND -- -- -- UNLESS NOTED ❑THERWISE VR 03 30 0� VAP�R RETARDER CCIPC) VR 07 41 13 VAPOR RETARDER CMRP) VR 07 54 00 VAPOR RETARDER (SPMR) WPU 07 41 13 WATERPR�OF UNDERLAYMENT K�YLINK N❑T�S SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHAHET AND BY ➢IVISIDNS, `ti GENERALNOTES: 1. WHERE RRI-# IS INDICATEO, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION ' 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS 12 � 2 � , A11.4 BEYOND �P BEYOND \ � AIB OVER GS � ♦ MWP OVER HCH \ � � FGR AFC�_ ' .� �� i �SGR ` � � FDS \ / CIPC - FDN / 4 `� -� — �'� A8.2 WALL SECTION 4 SCALE: 1I2" = 1'-0" � �� Hutteball & �remus C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 �REGISTERED ARCHITECT �� oao �� OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Proiect No. 0806 Dray�n: KHF � ADDENDUM 2 8/06/2009 ICONFORMED BID SET Wall Sections Sheet No. A8.3 ROOF ASSEMBLY-MRP • MRP • BP OVER WPU • RRI -1; UNO • VR • ASRD 12 4� � � Y � W _ �/ � � � � \..._ � i% � / \ � / JT-PER O � STRUCTURAL ' 00 TOP O PLATE @ r� � INSIDE FACE OF CMU � � PERS RUCTURAL � �" U� � MRP OVER ^ � SRD � A4.2 I �2 3 —�4 a ` A11.6 � � � � �_9�, f BOTTOM OF DECK / @ CL i F ASF . _, �� ` ��_� r 5" SOG i I VR 6" DCM _ ( ' ' . n e . 4 I � .. x, -- —�;_ >��ii��i ��ii�� A — _ �I - .��\�j _ _� ii : �.�a ' i� ��/� /�/ � — ._ ad . v�vT\i� ��\\��\��\ � , ¢� � �� 5��!�;��;.. 6 A5.2 � �\ �� / / � TOS @ GRIDLINE �-- RRI -2 PER STRUCTURA �-- SRD MWP OVER HCH �--'---AIB OVER GS ROOFASSEMBLY-MRP • MRP • BP OVER WPU 7 • RRI -1; UNO 52 • VR • SRD 12 I -- � 2 �2) � SJ - PER S RUCTL / \ � i �'�� i 1 � ��i� / �RI -2 � �� `� A52 ; `� ' Z"--� / / � AI R GS MWP OVER HCH CFMF 9�_3„ CL OF DSB �-. _ R2 3.5 1 I A52 ��` / � 17'-4" � � TOP OF CMU I � � � � '� � � � � ' m� �^-------------�\ � r"n / U, N � � TOP OF PLATE � � INSIDE FACE OF CMU � � � PER STRUCTURAL � � � � ----- � / � � � � � , , ' � �° �r+bwwwaa+++ wwwba��wwwb+�+�+r+r+ww �--------- Q ---- ` 12 �`' „ o� T A5.3 A11.5 N � v MMF-SUNSHADE �_ U � ASF �_—� z RRI -2 ASSEMBLY O • MRP 4 • BP OVER WPU • RRI -1; UNO • VR � • ASRD 12 I � � �p � � ` .� �, —�' �----- �n��_ �� = �� '- � I�� . � I! � CHAIR/TABLE ' STORAGE , 104 ��_�� TV pp pp gLqg,.a ... _ 2�-8�� h o CL OF DSB v O �� = o ♦ � ` U o AFC BDP � FGR� I �I + � CL OF DSB BEY{�ND " � � �� i D56-TYP �� i i i � DS I I x i� I MWP OVER HCH i i �i i i I�—AIB OVER GS i i x .I/ MDF O`�ER GB— BATf CFMI� il RB ' � EPB�� 4" S�G � VR � 6" D�M ea'all . �Q�. SGR CIPC - i � ♦ � � ... _ �. A82 WALL SECTION 1 SCALE: 1/2" = 1'-0" — — — 11 — A11.5 /� A 3�_8" ' `�, TOP OF CSU i CSu � CMU PER PLAN FGR i � � BDP � \ — — _...__ 7i de. a.. .. a . I FDS-� / ♦ / 1 � � � i I A8.2 WALL SECTION 2 SCALE: 1/2" = 1'-0" K E Y L I N K S C H� D U L� KA SSN DESCRIPTI�N AFC 03 30 00 ARCHITECTURAL FINISH CONCRETE AIB 06 16 DO AIR INFILTRATIDN BARRIER APC 09 51 13 ACDUSTICAL PANEL CEILING APCSS 09 51 13 APC SUSPENSIDN SYSTEM ASF D8 41 13 ALUMINUM STOREFRONT ASRD OS 31 00 ACDUSTICAL STEEL ROOF DECK BATI 07 21 00 BATT INSULATIDN BDP 07 11 13 BITUMINOUS DAMPPRDOFING BP 07 41 13 BUILDING PAPER (MRP) CFMF OS 40 DO COLD-FORMED METAL FRAMING CIPC 03 30 00 CAST-IN-PLACE CONCRETE CL -- -- -- CENTER LINE CMU 04 20 00 CONCRETE MASONRY UNITS CSU 04 20 00 CAST ST�NE UNIT CSWK 12 35 50 CASEWORK DCM 31 20 00 DRAINAGE CDURSE MATERIAL DP -- -- -- DIMENSION PDINT DS O5 50 00 noWNsPour cMMF� DSB O5 50 00 D04JNSPOUT BRACKET CMMF) EPBI 07 21 00 EXTRUDED POLYSTYRENE BDARD INSUL EQUIP -- -- -- EQUIPMENT FDN 03 30 00 FDUNDATIDN FDS 03 20 00 FDUNDATION ➢RAINAGE SYSTEM FGR 31 20 00 FINISH GRADE/GRADING FTG 03 30 00 FOOTING GB 09 20 00 GYPSUM BDARD GS 06 16 00 GYPSUM SHEATHING HCH 07 42 13 HAT-SHAPED FURRING CHANNEL CMWP) HSS OS 12 00 HOLLOW STRUCTURAL SECTIDN LAB -- -- -- LAB�RATORY ROOFASSEMBLY-SPMR • SPMR • BP OVER WPU • RRI -1; UNO • VR • ASRD 12 1/4�— I SJT-PER STRUCTURAL CMU PER PLAN HOOD BEYOND PER MECH COMPOSITE 114 BEYOND I 5" - : -.-� e-- a --, �dP FTG Y U w � � O � 0 m O � � � � 0 0 "v 0 v O U o � i i j�ROOF TOP EQUIP PER � MECH KA SSN ➢ESCRIPTION MDF -- -- -- MEDIA DISTRIBUTI�N FRAME MECH -- -- — MECHANICAL MMF OS 50 00 MISCELLANEOUS METAL FABRICATIDN MRP 07 41 13 METAL RD�F PANELS MWP 07 4Z 13 METAL WALL PANELS NLMF 09 22 16 NON-L�ADBEARING METAL FRAMING RB 09 65 13 RESILIENT BASE RRI 07 41 13 RIGID RDOF INSULATIDN (MRP) RRI 07 54 00 RIGID RDOF INSULATIDN (SPMR) SAH 09 20 00 SDUND ATTENUATION BLANKETS SGR 31 20 00 SUBGRADE SIM -- -- -- SIMILAR SJT OS 21 00 STEEL JOISTS SOG 03 30 00 SLAB-ON GRADE SOGD 08 36 13 SECTIONAL OVERHEAD GARAGE DO�R SPMR 07 54 00 SINGLE-PLY MEMBRANE RDOFING SRD OS 31 00 STEEL RDOF DECK SSF OS 12 00 STRUCTURAL STEEL FRAMING TOS -- -- -- TOP �F STEEL UN� -- -- -- UNLESS NOTED ❑THERWISE VR 03 30 00 VAPOR RETARDER (CIPC> VR 07 41 13 VAPOR RETARDER (MRP) VR 07 54 00 VAPOR RETARDER (SPMR) wPU 07 41 13 WATERPRDOF UNDERLAYMENT KEYLINK N❑TES SEE ➢RAWING SHEET AO-0 FOR KEYLINK LISTS BY HAB �B VISIDN GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER DESIGNATION AND REFER TO SPEDIFICATION SECTION 07 54 00 OR 07 41 13 FOR TYPE AND THICKNESS R1 �i ROOFASSEMBLY-SPMR � • SPMR . ----�� • RRI -1; UNO • VR i — 1� • ASRD � � 1/4�T _ � ROOFASSEMBLY-MRP • MRP • BP OVER WPU • RRI -1; UNO • VR • ASRD 12 4� 2 ��s� �,--�' A53 _��"� ,�i � i i � ---� � --=� SJT , /�� — � �_ ", z A112 SOGD-TRACK SOGD MECHAN ICAL 109 O PER PLAN ROOFASSEMBLY-MRP • MRP • BP OVER WPU • RRI -1; UNO • VR • ASRD 5 A52 12 SSF PER STRUCTURAL— GB - (2) LAYERS SJT CFMF BATI TOS @ GRIDLINE PER STRUCUTRAL SSF-BEAM SAB NLMF — @ CL OF ASF il GB (2) I LAYERS i i SIM , � �� MRP OVER A4.2 � �i SRD / I � \\ 12 � 4� i i ,�� \ / � , � �i i / I' 3 � li � N 1.6 i � PROJECTLAB ' 108 ASF 6 5" SOG 5" SOG A11.6 VR VR 6" DCM 6" DCM � ��_p�� . . . , . - � . � � �.'i TOP OF SLAB a ^ a ad''s> ^r�),'-�` .��.�..- % '% // // // ' � J � // // // // �� V� �� V� � ��/V/ / /V/ 1 � �� . I� � �III. I i �� % �/ �/ �/ �/ �/ ��j � ,.�, e — �.��j��/� �� /��% �� . � . � -� �� i��i�%� � ��. e ° �ii�! ��i��i��i�ii �i� �i��i��i�vj, /i.%i�%i�%i�%i✓.:�%.�%i . � .e . � a a � . � . . . � � I �. i,�/��/�%�i��/i��/i��/,� \�, iAY��i��; CIPC - FTG 3 WALL SECTION SCALE: 1/2" = 1'-D" / - � \\ i— —T-�'C � i � i � � � , �� i � , i� , ' � i i Y -, � 1 -�SJT , DUCT BEYOND I PER MECH � CMU PER PLAN / , PROJECTLAB 108 CIPC - FDN WALL SECTION 4 SCALE: 1/2" = t'-0" SIM� 6 1 6 � \ A52 ��, � � / � TOS C �—RRI -2 PER S- �"---- SRD MWP OVER HCH —'�AIB OVER GS CFMF i _ BATI � ASF �� i i i I �i ROOF ASSEMBLY - MRP • MRP � • BP OVER WPU 7 • RRI -1; UNO � A52 • VR � • ASRD � '�� - \� ,z ` �� _—� � 2 ( / " ♦ � a ❑ i i il � � i I i i i i i i GB a 0 �— APC & APCSS v OFFICE 107 I�i 4" SOG I d e . I . ', �I ' . A . . . . . � ° . � ,, e . CIPC - FTG BEYOND ry . �� Hutteball & �r��ll'111S C4010 Lake Washingion Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 I REGISTERED � �ARCHITECT U��N 7080 ��W TE OF WASH�NGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project Na. 0806 Drayyn• MW ��, -� ADDENDUM 2 - 8/062009 CONFORMED BID SET Wall Sections Sheet No. A8.4 O ROOF ASSEMBLY-MRP WALL SECTION 1 SCALE: 1/2" = 1'-0" K� Y L I N K S C H E D U L E KA SSN ➢ESCRIPTI�N ACw 08 44 13 ALUMINUM CURTAIN WALL AIB 06 16 DO AIR INFILTRATIDN BARRIER AP 32 12 16 ASPHALT PAVING APC 09 51 13 ACDUSTICAL PANEL CEILING APCSS 09 51 13 APC SUSPENSI�N SYSTEM ASF 08 41 13 A�UMINUM STOREFRONT ASRD OS 31 00 ACOUSTICAL STEEL RODF DECK BATI 07 21 00 HATT INSULATIDN BC 31 20 00 BASE CDURSE BDP 07 11 13 BITUMINDUS DAMPPRDOFING BP 07 41 13 BUILDING PAPER CMRP) CFMF O5 40 00 COLD-FORMED METAL FRAMING CIPC �3 30 00 CAS7-IN-PLACE CONCRETE CMU 04 20 00 CONCRETE MASONRY UNITS CONF -- -- -- CONFERENCE CP 32 13 13 C�NCRETE PAVING CSwK 12 35 50 CASEWORK DCM 31 20 00 DRAINAGE CDURSE MATERIAL DP -- -- -- DIMENSIDN PDINT EEW 22 40 00 EMERGENCY EYEWASH EPBI 07 21 00 EXTRUDED POLYSTYRENE BDARD INSUL FDN �3 30 00 FOUNDATI�N FDS 03 20 00 FDUNDATION DRAINAGE SYSTEM FTG 03 30 00 FDOTING r.a no �n nn r.voci iF� nneon WALL SECTION 2 SCALE: 1(2" = 1'-0" a � O F ro cV �� tV 12 A52 � r i � � BATI --`c MWP OVER HCH AIB OVER GS G PER PLAN ♦ \ ROOFASSEMBLY-MRP • MRP • BP OVER WPU • RRI -1; UNO • VR • ASRD i — — L i li �—.�I li/ I/ '". ��' \I If� i i �� , � i �— - � --- � � < � DUCT PER MECH, TYP ROOFASSEMBLY-SPMR •SPMR • BP OVER WPU • VR � •SRD � � 1 HSS - PER MWP OVER AIB OVER C GB � � 1 _ / 3 A112 �'� �i ♦ � /� ' 'N SOGD-TRACK ': �— SOGD PROJECT LAB 108 MWP CSWKBEYOND la�•r � / / \ � � i�� ?;:. �� F � ° a '-tlll� � illll �� , . a : =1'. 3 FDS—� ��\ A82 IM �I / / � / / � — EPBI �5"SOG � VRI \ 6" DCM — CIPC - FTG BEYOND CIPC - FTG WALL SECTION 3 SCALE: 1/2" = 1'-0" 15 A5.4 � i � a 0 � o'-o^ TOP o� �nB �.�� .,-� �.,.,��.,�.� WALL SECTION 4 SCALE: 1/2" = 1'-0" N �E r�y �a Hutteb al1 & Ure 'rniis 4D70 Lake Washington Blvtl. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT Nas� 7c8o TE OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project Na. d�Q6 �rawn� MW Z ADDENDUM 2 - 8/06/2009 BID SET Wall Sections Sheet KA SSN ➢ESCRIPTION ❑C -- -- -- ON CENTER RPC 09 54 14 RADIUSED PANEL CEILING RRI 07 41 13 RIGID RD�F INSULATI�N CMRP) RRI 07 54 00 RIGID RD�F INSULATION CSPMR) SGR 31 20 00 SUBGRADE SIM -- -- -- SIMILAR SOG 03 30 00 SLAB-ON GRADE SOGD 08 36 13 SECTIDNAL OVERHEAD GARAGE DODR SPMR 07 54 00 SINGLE-PLY MEMBRANE RD�FING SRD OS 31 00 STEEL RDOF DECK UNO -- -- -- UNLESS N�TED ❑THERWISE VR 03 30 00 VAP�R RETARDER (CIPC) VR 07 41 !3 VAPOR RETARDER CMRP) VR 07 54 00 VAPOR RETARDER CSPMR) WPU 07 41 13 WATERPRDOF UNDERLAYMENT KEYLINK N❑TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND HY DIVISIONS. GENERAL NOTES: 1. WHERE RRI-# IS INDICATED, IGNORE NUMBER nFcir.ninTinN nnin RFFFR Tn coEDIFICATION SECTION VD THICKNESS �I I / / �' / / / < \ � \ � \ � A8.5 �� i� �TOIL 119 & 120 GROUT CELLS PER STRUCTURAL \ � % SCALE: 1/4" = 1'-0" �� GROUT CELLS PER STRUCTURAL CEMB JS AT INSIDE CORNERS BULLNOSE AT OUTSIDE CORNERS @ CMU il,�CT AT CORNER � V 3,� _ � �_p�� FIT EVENLY ATFRAMES JS TYP HMF NOTE: NOTE: NOTE: EXPOSED DRAIN PIPES AND RECESS MIRROR INTO AT MULTIPLE SINK HOT WATER PIPES SHALL BE CTW AND INSTALL JS LOCATIONS, CENTER INSULATED PER 606.6 OF BETWEEN MIRROR AND CT SD BETWEEN ICC(ANSI A117.1 - 1998 Y� MIRRORS zp z u� � O ^ p� �OFSD � � �,�I SEE SPE� � � p � QIE � a=� ��_6�� fr---il R---71 OZ� _ F- U � II � II I �i �!I Q Q. U w ii . F u a f � ii '-0' r� �w a � U ii '.' r i!� %' o X j� pp v fn � w II f il II Q � ) r-? a II I! II II � �� e I 4 W /� LL — LL-- JJ � i� ��'�� W � oX a � -� ' I i v li N(V � M o M� M (p � 1� Q � � _ FLOOR � � � � LINE DF/HC MR HCM SD PTD WC/HC UR/HC UR URSC CMU � CT AT HMF 3�� _ � �_�� TYP UNO � PER A4.1 a COMPOSITE \ 4 CTLW ELEVATION �6 ,� FRP CEMB 8" HIGH „i VINYL � RB BASE EDGE � TRIM io :' � RB NLMF �f CONC � I, .. e � ' a ... � � a,� a ed @ NLMF � FRP AT �ASE crw � v CEMB-TYP UNO C�M� � GB-TYP UNO PER ,� CTW ❑J� � CMU @ CMU A CTWC 3" = 1'-0" DLAV SECTION CENTER ABOVE LL � � TOILET EXCEPT ///TC AT LOCATIONS 4'-6" GBR � �P SEE PLANS 3'-6" MOUNT SCD WlGBRLOCATE � PER PLAN 3'-4" CLEAR OF GBR i i 3'-6" PTD PTD � �� I' 3 0 a R ❑ � � i� � �o �i 2,�� o TOILET �i � � 4 � � t3� � TTD ii o � COMPARTMENT � �� GBR � ii GBR "v _��_ -____.,:__�-� N-� -, ii =__=_== SCD - -- - �i�.-; ---- �� 18" �---� �o `---r-----' v � SN �,l� �TTD o ii a� o � < < v � M `° ___� 7"MIN �-- Ii ---= � i� F-�----,-! i; �� [V r. .^r (. ..�r ` Z N 11 h � i N ° I I I i I l 4i I'-' �9��M'4X L= t�- }-- - � i FLOOR � � ;.�,.�; i� ti LINE TYP STALL TYP STALL ACCESSIBLE STALL ACCESSIBLE TC (SECTION & ELEVATION) UTS (UTILITY SWK) WFL (WASH SCD SNRITTD LAYOUT STALL LAYOUT FOUNTAIN LAVATORY) NOTE: � FIXTURE ELEVATIONS FAUCETCONTROL HANDLES SHALL BE LOCATED NOT MORE SCALE: 1/4" = 1'-O" THAN 17" FROM THE g ��2" FRONT EDGE OF LAVATORY, PER SEC ITEM INSTALLED 1106.7.5 IN OPENING ^ a JS TYP o FIT EVENLY � AROUND � FIXTURES ETC. `� fF� � � � @ CMU CT AT EDGES � 3" = 1'-0" CEMB CTW TYP l CTB TYP � CTF OVER CMB/ � o RECESSED SOG (MES) AT ADJOINING FLOOR FINISHES ....... , @ CEMB � � n CTW TYP CTB TYP CTF OVER CMB! io � RECESSED SOG (MES) AT ADJOINING FLOOR FINISHES G;.a a MU B CTW @ BASE 3" = 1'-0" @ CMU o — SCALE: 1" = 1'-0" 4�_�� .,�. ,� G!Y cm � OF SND � I �� - � �� ~z N � W �O SND SNR FRP-EDGE MOLDING FRP JS TYP MSK PER MECH RB-RUN CONT TO MSK AS SECTION / ELEVATION [ 7_ \ ( 7 �9.1% A9.1 MOUNTING HEIGHT STANDARDS 1/2' = 1'-0" I+TAI A TOIL 119 NORTH ELEVATION =NT TRIM � � % 3" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 9(4" = 1'-0" b - (V �IN PROVIDE DUPLEX OUTLET FOR WORK BENCH MAIN POWER SUPPLY 10B A9.1 i---� , � — HORZ SUPPORTS PER STRUCTURAL METAL COLUMN PANELS AT (4) SIDES � � METALSHELF — METALCOLUMN PANELS AT (4) SIDES _� 18"X18" UNISTRUT COLUMN-CONTTO UNDERSIDE OF STRUCTURE COMPRESSED AIR SUPPLY PER MECH �RAWINGS VACUUM LINES PER MECH DRAWINGS HOSE BIB PER MECH DRAWINGS UTILITY COLUMN COMPOSITE LAB SCALE: 1/2' = 1'-0" 4=.`- .3h « a . -_. f-�:i�, � - I" :,a` � � �� ,o r.a MDF VERTICAL BACKING � � �� , C ELEVATION MDF VERTICAL BACKING WOOD SCREWS @ X" OC PRE-DRILL VERTICAL RISER FOR SCREW PRE-DRILL TABLE LEG FOR SCREW WOOD SCREWS @ X" OC WORK BENCH TABLE LEG DETAIL ��TAIL � 3„ _��_�� F 3„ _ �, p�� 1UTILITY COLUMN a� WORK BENCH- SYSTEMS LAB KEYLINK SCHEDULE KA SSN ➢ESCRIPTIDN CEMB 09 30 13 CEMENT BACKER BOARD (CT) CLR -- -- -- CLEAR CMU 04 20 OD CONCRETE MAS�NRY UNITS CONC 03 30 00 CONCRETE coNT -- -- -- coNTINuousicoNrtNuArioN CT 09 30 13 CERAMIC TILE CTB 09 30 13 CERAMIC TILE BASE CTF 09 30 13 CERAMIC TILE FLO�R CTW 09 30 13 CERAMIC TILE wALL DF/HC 22 40 00 DRINKING FOUNTAIN�HANDICAP DLAV 22 40 00 DECK LAVATORY DP -- -- -- DIMENSI�N PDINT EQ -- -- -- EQUAL FOF -- -- -- FACE OF FINISH FRP 09 77 00 FIBERGLASS REINFORCED PLASTIC PANELS GBR 10 28 00 GRAB BAR GGF 09 20 00 GYPSUM GRDUT FILL ' HCM 10 28 00 HANDICAP MIRROR � HMF OB 11 13 H�LL�W METAL FRAME JS 07 92 00 J�INT SEALANT LAB -- -- -- LABORATORY M&BH 10 28 00 MOP & BRDO M HOLDER MAx -- -- -- MAxIMuM MDF -- -- -- MEDIA DISTRIBUTIDN FRAME MECH -- -- -- MECHANICAL MES 09 30 13 METAL EDGE STRIP (CT) MtN -- -- -- MtNtMuM MR 10 26 00 MIRROR MSK 22 40 00 MOP SINK NLMF 09 22 16 NON-LDADHEARING METAL FRAMING �C -- -- -- ON CENTER PTD 10 28 00 PAPER TOWEL DISPENSER RB 09 65 13 RESILIENT BASE SCD 10 28 00 SEAT C�yER DISPENSER SD 10 28 00 SDAP DISPENSER SND 10 28 00 SANITARY NAPKIN DISPENSER SNR 10 26 00 SANITARY NaPKIN RECEPTACLE SOG 03 30 DO SLAB-ON GRADE SPEC -- -- -- SPECIFICATION SRD OS 31 DO STEEL RDOF DECK TC 10 21 13 TDILET COMPARTMENT TOIL -- -- -- TOILET TTD 10 26 00 TOILET TISSl1E DISPENSER UN� -- -- -- UNLESS NOTED �THERWISE UR 22 40 00 URINAL UR/HC 10 14 DO URINAL/HANDICAP URSC 10 21 13 URINAL SCREEN UTS 22 40 DO UTILITY SINK W/ -- -- -- WITH WC/HC 22 40 DO WATER CLOSET/HANDICAP {yFL 22 40 00 wASH FDUNTAIN LAyATORY KEYLINK N�TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS HY ALPHABET AND BY DIVISIONS, S3 WORK BENCH W! PLAM SURFACE WORK BENCH RISER 4'X6' 3/4" MDF VERTICAL BACKING ATTACHED TO WORKBENCH 3"X18" UNISTRUT OLUMN-CONTTO — NDERSIDE OF TRUCTURE HORZSUPPORTS PER STRUCTURAL — 4'x6' 3/4" MDF VERTICAL BACKING ATTACHED TO WORK BENCH WORK BENCH RISER— S3 WORK BENCH —� W/PLAM SURFACE 10E �A9.1 ��TAII� B3„ _ �,_o„ 10B A9.1 _ -- r- . � �� oF A9.1 METAL COLUMN � PANEL AT (4) SIDES � �il � � SECTION l0 D WORK BENCH RISER SCALE: 1/2' = 1'-0" ry . �� Hutteball & Ore 'rriiis 4010 Lake Washington Bivd. NE, Suite 32D Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 REeisT�Reo ARCHiTECT � N 7D80 U�� TE OF WASHINGTON Northwest Career & Technical Academy 160fi R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 CONFORMED BID SET Enlar ed Restroom Plan � Details / Utilit� Column Details Sheet No. A9.1 UNISTRUT COLUMN - CONT TO UNDERSIDE OFSTRUCTURE DATA CONNECTION 10D PER ELECTRICAL �_ A9.1 TOIL 120 SOUTH ELEVATION n _____ . ___ 5 1/2" CLR W FIXED PANELFRONT 2 EQ 3 EQ PER INT. , BACKSPLASH �� I, ELEV� PER ELEVATION W M ADJUSTAI COUNTERTOP PER ELEVATION SHELVES DUCT PER � ADJ SHELF(S) MECHANICAL � PROVIDE CENTER � SUPPORTS WHERE — WIDTHS ARE � � GREATER THAN 42" RB TYP BC CHS BASE CABINET CUBBY HOLE STORAGE ��CASEWORK LEGEND / PER ELEVATION COUNTERTOP PER ELEVATION ' DRAWERS AS ' INDICATED � RB TYP i i i � � i W.H.D DBC DRAWER BASE CABINET H.D. DB DRAWER BASE "� � FASTENER W/ WASHER JOINT E IN: MDFW W/ CONST ADHESIVE MDFW W/ CONST ADHESIVE -HMF CHAMFER CONF :: Va1VC DPCT COUNTER DPCT ON 3/4" APPLEPLY SUBTOP W/ FINISHED EDGE HDINT W/ 1/8" BEVELED EDGE / i i \ � / W.H.D W.H.D SB SHB SINK BASE SHELF BASE COUNTERTOP ...................... ..................... ................................................. ....... �...�.......�....�HMF.. �. � \\ �� .....�..�.. .....�..�....�. � � � � .................. � : : � :-vvvc : .. . . . . . . . . . . . . . . . .........: .1��..... \ �.� �.�.�.�.�.�.�.�.�.� � �.�.�. .�.�.�.�.�...�.�.�.�.�.�.�.�.�.�. � / . �. �� \ � �.�. . .�.�.�.�.�.�.�.�.�. .�.�. .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. � � .�.�.,..i�B . � ....................................................... � �.'.�......� ........................... � I'. F�IO -- -- -- FURNISHED/OwNER INSTALLED/OWNER FP 12 35 50 FILLER PANEL GB 09 20 00 GYPSUM B�ARD HDwT 12 35 50 HARD wO�D TRIM HMF 08 11 l3 HOLL�w METAL FRAME HT -- -- -- HIGH/HEIGHT INT -- -- -- INTERIOR JS 07 92 00 JOINT SEALANT LAB -- -- -- LABORATORY LK 12 35 50 LOCK LKR 10 51 13 L�CKER MAx -- -- -- MAx1MuM MB f0 11 DD MARKERBDARD MBS -- -- -- METAL BACK SPLASH a MCT -- -- -- METAL CDUNTERTOP °� ,� CSU MDF -- -- -- MEDIA D[STRIBUTI�N FRAME MDFW 06 20 00 MEDIUM DENSITY FIBERBOARD WAINSCOT MECH — -- -- MECHANICAL MD -- -- -- MASONRY OPENING MRP 07 41 13 METAL RDOF PANELS OPP/M 10 22 26 OPERABLE PANEL PARTITIDN EDGE ry � Hutteball & �rei�il..LlS rri C4010 Lake Washington Blvd. NE, Suite 32D Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTEPED ARCHITtCT Nm,t 7080 OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Z ADDENDUM 2 8l06I2009 BACKSPLASH � � PER ELEVATION � � � COUNTERTOP i PER ELEVATION II �� — \ � , (1)ADJ �\ SHELF(UNO) � W.H.D T5C TALL STORAGE CAB I N ET a � — v SCALE: 1/4" = 1'-0" — GB — —1/4" CHAMFER �MDFW W/ � CONSTRUCTION ADHESIVE EXPOSED —FASTENER W/ WASHER —CONT BLKG AT WALL A TOP E�GE MDFW W/ CONST ADHESIVE / CONT BLKG "'i� AT WALL � �1/4" CHAMFER TO RB p JAMB EDGE MDFW DETAILS SCALE: 3" = 1'-0" ADMIN ADMIN SCALE: 1/4" = 1'-0" ADMIN 6 SCALE: 1/4" = 1'-0" NOTE: NO WIREMOLD AT SIM ............................. ....�..—vuv�....�.� ...�..�. ...........�,'�... ,,....... �..... �... �....... �...,.��. � ... .... ........ �.,...,...,...,. COE 7 SCALE: 1!4" = 1'-D" COE 8 SCALE: 1 /4" = 1'-0" I BID SET �GB� SCALE: 1/4" = 1'-0" MDFW W! CONST ADHESIVE LOCKER TOP ELEVATION ASF COUNTERTOP & BACKSPLASH DETAILS SCALE: 3" = 1'-0" � � � � � � � � � � � �(,R- ws 4 ADMIN SCALE: 1/4" = 1'-0" . . ..... . .... . ..... . . . ...\ .::_::..�..� .�...........�. /� � HMF y' � '.VWCJ.'.. / �.'.'.'.': .'.'.'.'.'.'.'.'. ...................... � � .............. � � ................. \ .''',''''''''''''''''' :. \ :. ..'.'. .". .'RB'� .'.'. .'. . . . 9 COE � o COE SCALE: 1/4" = 1'-0" SCALE: 1!4" = 1'-0" MDFW W/ CONST _. SCALE: 1/4" = 1'-0" BACKSPLASH BACKSPLASH PER ELEVATION PER ELEVATION COUNTERTOP DPCT PER COUNTERTOP- PER ELEVATION �ELEVATION PER ELEVATION DRAWERS �� \ SHELF I �_LKR PER RB TYP � � PLAN WIREMOL� PER ELECTRICAL WHERE OCCURS NOTE: SCRIBE MCT TO CSU / CMU / GB GBICMU W/ COLOR PER ELEVATION MATCH JS WHERE NO BACKSPLASH MBS r'MCT 12 CONF SCALE: 1/4" = 1'-0" NOTE:NO BACKSPLASH AT SIM �GB� LEFT HAND FILLER PANEL RIGHT HAND FILLER PANEL ,�'�FILLER PANEL DETAILS � ��% SCALE: 1 1/2" = 1'-0" (5) ADJUSTABLE SHELVES PROVIDE LOCK (LK) WHERE INDICATED 7:��7� K E Y L I N K S C I� E D U L E KA SSN DECCRIPTIDN KA SSN DESCRIPTIDN ADJ -- -- -- ADJUSTABLE PLAM 12 35 50 PLASTIC LAMINATE ADMIN -- '- -- ADMINISTRATIDN PLBS 12 35 50 PLASTIC LAMINATED BACKSPLASH AFF -- -- -- ABOyE FINISH FLDOR PLCT 1� 35 50 PLASTIC LAMINATED COUNTERTOP ASF 08 41 13 ALUMINUM STOREFR�NT PLwS 12 35 50 PLASTIC LAMINATED WIN�OW STDOL BC 12 35 50 HASE CABINET PSE 11 5� 13 PROJECTION SCREEN�ELECTRIC BLKG -- -- -- BL�CKING PTD 10 28 00 PAPER TOWEL DISPENSER CHS 12 35 50 CUBBY HOLE STORAGE RB 09 65 13 RESILIENT BASE W.H.D W.H.D CJ 09 20 00 CONTROL JDINT (GB) RPC 09 54 14 RA➢IUSED PANEL CEILING PER INT. � � � PER INT. � CLG 32 31 13 CHAIN LINK GATE SB 12 35 50 SINK BASE ELEV.� PER� / ELEV�. CLR -- CLEAR SD 10 28 00 SDAP DISPEN�R ELEV. `�' / \ CMU 04 20 00 CONCRETE MASONRY UNITS SHB 1'c 35 50 SHELF BASE CONF -- -- — CONFERENCE SIM -- -- -- SIMILAR CONST -- -- -- CONSTRUCTIDN SJT OS 21 00 STEEL JDISTS SHELVES PER � � C�NT ---- C�NTINUDUS/C�NTINUATIDN S�GD OS 36 13 SECTIONAL DyERHEAD GARAGE DDOR ELEVATION CSU 04 20 00 CAST STONE UNIT TSC 12 35 50 TALL STORAGE CABINET PROVIDE CENTER DB 12 35 50 DRAwER BASE UND -- -- -- UNLESS NOTED �THER{yISE -(3)ADJUSTABLE DBC 12 35 50 DRAWER BASE CABINET REFR 11 31 00 UNDERCDUNTER REFRIGERAT�R SUPPORTS WHERE SHELVES DLAV �2 40 00 DECK LAVATORY USC 12 35 SD UPPER ST�RAGE CABINET WIDTHS ARE DD --- -- DDOR OPENING UTS 22 40 00 UTILITY SINK GREATER THAN 42" DP --- -- DIMENSIDN PDINT yWC 09 72 00 VINYL wALL COVERING ➢PCT 12 35 50 DIAMOND PLATE CDUNTERTOP W/ -- -- -- WITH 2 L DEDICATION PLAQUE WDPC 09 51 14 w�OD PANEL CEILING DPL 5 0 0 DIAMOND PLATE FINISH WSC 12 35 50 WALL STORAGE CABINET EA -- --- EACH WSS 12 35 50 WALL SHELF STORAGE EE�' 22 40 DO EMERGENCY EYEWASH ELEC -- -- -- ELECTRIGELECTRICAL KEYL I NK N �T ES USC WSS WSC ELEV __ __ -- ELEVATIDN SEE DRA�yING SHEET AD-0 FOR KEYLINK LISTS UPPER STORAGE WALL SHELF WALL STORAGE EQ -- EQUAL BY ALPHABET AND BY DIyISI�NS. CABINET STORAGE CABINET FECR 10 44 13 RECESSED FIRE EXTINGUISHER CABINET FDIC - - FURNISHED/Oy1NER INSTALLED/CONTRACTOR 4 1/2" PLBS FILLER PANEL EQ , ..... ............................................ � ::::::::::::::::: ::::::::::::::::::::::::::::: ::::: : ::: ::: : � � �� .... :... ... . ..... . �: .... ..........: \. . _ . .'.'.' '. .'. . .'. ... . . .'. . ' ' ' ' ' ' ' '. :. . . . . '. .'. .'. � . . . . . . �`:—�=Vth/e--._.`- . . . � ...PtC.T...'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.' ...'.'.'.'.'.'.'.'.'.' �;j " ' ' ' _ .�.'.'''.'' {RB..'��............'...'.'.'.'. CONF SCALE: 1/4" = 1'-0" ........................�.......................... . � : =� � � � � � k : : �::�:: ::::::::::�:: . . . . . . . .. .:. .:. .:. .: . . . . . . . . . . .. . . . .�. .�. .�. . . �:_:-�w�--.__I_�� ...... :: : : : : . �: . .: . . . .:.. : �. �. � . . . . . . . :: : : : .: .:::::: ......�.... . 5�� W .. .-. '.'.'.'.'.'.....'.'. LC� ..'.'.'...'.'.'.'.'.'.'.' '.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'. .'. .'.'.'.'.'.'.'. . . . . .'.'.'.Q . . : . : .': .': .'. . . . . , . �. �.-. �. �.'. . .'.'.-. �.-. �. �. �. �. . . . . .'. �. �. Rg'.'...:.:.:.: _ �. . _ � .: .:: . ..:.:. ..:.:. ..:.:.:. ... .._ .......'� .... ... 14 CONF SCALE: 1/4" = 1'-0" Interior Elevations Sheet No. A10.1 .� . , � _ . _ __ . __ __ ___ �GB� � � \ \ \� \ � � 0 \ � \ \ ` \ � � \ � \ \ � ASF � � � / \ \ / \ / \ / \ � '� �� \ � �� GB� � � \� A/ � `.� A/ � n �� i �` � � `��t; � � � � �'�� RB � <�h�. / / \ / . / 5/%% .. .�� MAIN ENTRY SCALE: 1(4" = 7'-0" SJT PER— STRUCTURAL � �CJ CJ� � � I \ I � � \ � � / � / � \ � �� \ \ �� i \ � � �,.�,.0 � I � I �� . �. � STUDENT ENTRY SCALE: 1/4" = T-0" RH COOR FIXTUI W/ ELE MAIN ENTRY SCALE: 1/4" = 1'-D„ VALLEY BEAM PER STRUCTURALDRAWING VAV-01 (IN FOREGROUDN SHOWN IN DASHED FOR CLARITY), COORDINATE INSTALLATION WITH RPC FOR CLEARANCE STUDENT ENTRY ��STUDENT / MAIN ENTRY SCALE: 114" = 1'-D" SCALE: 114" = 1'-0" STUDENT ENTRY SCALE: 1/4" = 1'-0" ry �� Hutteball ARCHITECTURE & remus 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT Nes� 7080 i �r �remus OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 z ADDENDUM 2 - 8/06/2009 CONFORMED BID SET Interior Elevations Sheet A10.2 ry � Hutteb al1 � Ore 'mus C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 CJ OPP/M TRACK & SUPPORT SJT PER NOT SHOWN FOR CLARITY �STRUCTURAL RPG2A � � / \ i� �� \\ \ / \ Y� \\ / � � � �4/OA�10.3 PEF \ \ � ASF \ ' �'` \ , \� � ' PLWS i �GB� �CJ LECTURE HALL � � \ � � � � � � ,'� \ i�� `, � i � �� / �' / � C� � GB—�• � RB � SCALE: 1!4" = 1'-D" BRACE FRAME PER STRUCTURAL � � � � \ � � � � � \ �GB� RB TERMINATE WDPC W/ END PIECE LECTURE HALL R� � \ / � � � �� t / � \ \ \ PP/M� \ _ A42 ao \ 3� 1p.1 / �' /� / � 1ie LOCATE — OUTLET PER ELEC. SEE A4.1 � _ i � \.—� — \ \ �k�0 i � �K° / F�FR \ /�<\��/,�/ / 1 � � � \ \ I I �Gg� DLAV � \ yc / � \\ \ � \ � I � � � � \ / NOTE: REFER TO 5/A9.1 FOR DLAV DETAILS �TERMINATE WDPC -2 W! END PIECE SCALE: 1!4" = 1'-0" MECHANICAL DUCT (PER MECH.) HOLD TIGHT TO CLG AS SHOWN, COORDINATE - WITH SJT & RPC I N STALLATION � OPP/M TRACK SJT PER STRUCTURAL �------ � CJ CJ RPG2A �__ 10'-0" CEILI G MN OUP � \ PROJECTORF � ELECTRICAL � GB � � I' ASF \ � � � � F � RB �;fi'� , ','�/,H � R � F, �� LECTURE HALL 0 i � 4'x8 MB �� --___ _ --' � �PS/E-2 �Gg� \ \ \ � � � � � � / \ /\ \ � � � � � � � _ � � � � q � �� : ,��_ - r � c� \ / �/ /� % �%, j ' ` '. /�i !; SCALE: 114" = 1'-0" �_ COORDINATE MECHANICAL DIFFUSERS AND DUCTS WITH '— —' RPC —__— ---'�� — — — — _—_T --- -- --� i i r— '---- i �� RPG2C :� __--- —J�---� --_ � �L-- � i ��----i�CJ M ---- ----' — ---- �----- 0 � RADIUS ti 10,_�� PS/E-9"�. °' , � GB SOFFIT AF� � � � B � � \ \ \\ HMF � / / � // RB� � SJT SHOWN FOR COORDINATION RPC-2A NOT SHOWN FOR CLARITY 0 � �\ �nF i / / � RB- i / / / / / i � � � 6'-2 1!2" LECTURE HALL SCALE: 1/4" = T-0" ASF REGISTERED ARCHIIFCT N� 7080 0� Nr'ASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 C�ADDENDUM 1 -7/292009 BID SET Interior EleVations Sheet No. A10.3 ,�.,. , _- � .� ._.��.� �.�.�. - � Hutteball ARCHITFCTURE � r°err�.us C4D10 Lake Washington Blvtl NE, Suiie 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 �CJ � STRUCTURAL � I�CJ CJ � Ge� CJ � GB� ASF ASF � � \ � � � 91(2�� S1-FOIO / /� � � 3D � - � —�� - � 3D � � I ` I —'L � -- -1- -� --'�- � — � � i � \ -�--�- I I �--��--�� PLWS � 6 1/2" P BS �� \ PLVV� �� 6 1/2" PLB� I I � � � \ 0 0 0 �` I I / o � o � o � � I I � I I I I � OUTLETS � � I I� i I I� � I I � � � � I I � i I I� i I I� i I I� i I I� � ' LIC/ �_^ LK� �_^ LK� @ i � i � i � �—� ------- i � i � i � i � \ / \ i \ / BACKSLASHPE ----- ----------- --------- � ----------- ---- ----- —� ��— ELECTRICAL �� i� �� i� �� i� � ,� �'_,� �, .� �� i� �� i� �� i� �� ; ii � � �RB��I� V/ 8.32.30 � 48.32.3D �, 48.32.30 � 45.32.30 � 48.84.30 BC '� BC �C B � SYSTEMS I�i�cI�:Z�7 32.30 48.32.30 36.84.24 36.8424 36.84.24 BC BC FP TSC TSC TSC SCALE: 1/4" = 1'-0" PROVIDE BACK HANGERS, ROOF HANGER ANGLE AND SWAY BRACE PER SOGD MFR RECOMMENDATION _ CJ s 13'-6" AFF PRO I IDE CONT GB BLK @ MDFW TOP � & BO TOM EDGES � � „ � \ _��_ i � 7 = _ � � � � (V � I I �� MDFW W/ CONST ADHESIVE -` 8 EXPOSED F�TENERS @— EA CORNER, P — � � — � '— 36.84.24 TSC SYE ��YSTEMS � 2A 10.1 HMF / / � / 2D A10.1 � �B- \ 2E 10. � � � � \� �, / � � � / \ �_ � � � \ � � � � � � � � � � —� \ � � EEW PER — MECHANICAL Pa=3 EXPOSED J� � DUCTWORK, �2� PER MECH `� 2C 2A 10.1 � GB � A10. MDFW � 1 PTD - F IC — HMF /\ —� i � I � � S2 - FOIO � a � "' � RB � A R — — — — \ �—UTS PER MECHANICAL m � SCALE: 1/4" = 1'-0" 12'-0" � AFF 6 1/2" �GB� RECESSED ELECTRICAL PANEL / \ �—� / \ S1 - i � � Foio � ' I \ / �7�� \ � / �I ��II RB � SJT PER ,' STRUCTURAL ----- ii ____- --_" _13'-6"h - __ ----�i AF� _ --_ = i�i PR/F-'I—., GB SOFFIT _ . J __ � \ <M SYSTEMS � /\ \ � 2D 10.1 SCALE: 1/4" = 1'-0" EXPOSED — DUCTWORK, PER MECH PROWIDE CONT BLKG @ MDFW TOP & BOTTOM EDGES LOW WALL AIR RETU PER MECHANICAL DOCUMENTS \ � � �� / \ \� \ WIREMOLDF ELECTRICAL UTS PER MECHANICAL 1 �1 � ' =�_ --� i��,i i -- - � ' ---- 1 _ 1 L -- _ -'--- �� __'-- i\ ' �GB� r �_ \ � � SYSTEMS SJT PER — STRUCTURAL -� ___� o � � ` \ � � PLWS � / � � \ •�CJ •�Gg� CJ—� � SCALE: 1/4" = 1'-0" SOGD HORIZONTAL TRACK ASSEMBLY PER MFR, PROVIDE BACK HANGERS, ROOF HANGER ANGLE AND SWAY BRACE PER MFR RECOMMENDATION MEC}I GRILL - REFER TO ME(d�I�ANICAL DRAWINGS A10.1 A10.7 WlCONST �IVE & EXPOSED NERS, TYP 1!2" PLBS REGISTEP.ED �IARCHITECT Ny� 7080 � ��,�t�= i S. Oremus OF WASHINGION Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Dray�n• �ADDENDUM 2 - 8/06/2009 ! CONFORMED BID SET Interior Elevations Sheet Na. A10.4 2C 10. ,,,� _2 � 4'x8' MB ------- -�F- A10.1 GB RB—� PROVIDE CONT BLKG @ MDFW TO & BOTTOM EDGES ELECTRICAL PANEL MECH SCALE: 1/4" = T-0°' CMU SOFFIT PER STRUCT CORD REEL - REFER TO ELEGTRIGAL DRAWINGS EXPOSED DUCTWORK PER MECH � � � U �GB� . 1 � HMF- M13A 8�� M13B � ��_� � � I I AFF / , , / ; � � ' \ -� �- ; nn � � � � -� �- � i \ � � � � � \ �\ � � \ � � � � � �U� �� \ \ ��I ��II�� II�� II�� —� -----�:-- --_ _3,-__ ____ � � � � � � � , , , , , , � N � � U CORD REEL - REFER TO ELECTRICAL DRAWINGS � _ � U MECH SCALE: 1/4" = 1'-0" 48.32.30 � 48.32.30 � 48.32.30 �4.42.3q, 48.42.30 BC '� BC BC DB DBC SOGD HORI20NTAL TRACKASSEMBLY PER MFR. PROVIDE BACK HANGERS, ROOF HANGER ANGLE AND SWAY BRACE PER SOG� MFR RECOMMENDATION (SOGD ASSEMBLY SHOWN IN DASHED LINE FO � CLARITY) � �� i �O �F i / U m N II ` � o 4v. / �� ` j � f � ^y, _ "!.'.F"�/ '%'�i;%f� ''. / %i/'�i��.)� '. �, � f. � \ � � %'�' �;. � � �f U `, /�t y � � ;� � �\ � C-R -' i�'f� � ��% I �� i' � @ � :y � a.- , .. � � � � U SCALE: 1!4" = 1'-0" Y U W � 2x6 PTWD MOUNTING � PLATE W! 3/16" MASONRYANCHORS PRE-DRILL PILOT— HOLE @ 5° `�^ � SCALE: 1 1!2" = 1'-0" \ \ \ \ ASF �, � PLWS � CJ '�-�B� l OFFICE SCALE: 1!4" = 1'-0" ry M� Hutteball & Ore'rrius 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8945 f 425 828 9067 IREGISTERED ARCHITECT N� 7080 �� i S��remus OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 �C 9 I A�DENDUM 2- 8/06/2009 �JJ SJT PER 6 OFFICE SCALE: 1/4" = 1'-D" OF�IC� SCALE: 1/4" = 1'-0" 8 OFFICE SCALE: 1/4" = 1'-0" �GB� 2A 10.1 ir�uuau�►ea�m_, MECH SCALE: 1/4" = 1'-0" 48.32.30 BG MECH i ;l.�i � �� i ��, ` � � . ,L,'''�i��/�/ i ,% W. \ � � ,' %� . ' 1'� �/ � � \ � 3E �/d' < .: � � . � ' � � A10.1 / �' � . , ,, � 3114' LBS i� V CS � .l� % � ��`,, �, � � i / I I � � I I� i I I� i I I� � I I� � � , , � , , , , , - � ---- --- � --- — ----- � -- � _ � i � � � � � .�` � � � � � 2C 1 D.1 MDFW W/CONST ADHESN & EXPOSED q � FASTENE S, TYP '� �B PROVIDE CONT BLKG @ MDFW - 2D & BOTTOM EDGI A10.1 STORAGE SCALE: 7/4" = 1'-0" �GB� PROVIDE GONT ZH zc BLKG @ MDFW TOP A10.1 A10.1 & BOTTOM EDGES MDFW W{ CON T ADHESIVE q & EXPOSED F STENERS @- � EA CORNER, P 11 STORAGE SCALE 1/4" = 1'-0" 2E 10.1 STORAGE 1 � SCALE: 1/4" = 1'-0" 5!8" x 8" STEEL ROD-� � WI CHAMFERED END SECTION @ WALL MASONRY ANCHORS � 2x6 MOUNTING PLATE W/ 3i16" MASONRYANCHORS 5/8" x S" STEEL ROD W/ CHAMFERED END ELEVATION �"�EQUIPMENT HANCER (M3) CONFORMED BID SET Interior Elevations Sheet No. A 10.5 10 STORAGE SCALE: 1/4" = 1'-0" ry M Hutteball s� Or� '�iU.s C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 COMPOSI`T� / WOOD SUPPORT SCALE: 1/4" = 1'-0" WOOD SUPPORT / PAINT �OOTH SCALE: 1/4" = 1'-0" PAINT BOOTH / COMPOSITE SCALE: 114" = 1'-0" SJT PER � STRUCTUR,4L COMPOSITE SCALE: 1/4" = 1'-0" WOODSCREWS @ 12" OC @ ALL PANELEDGES Northwest Career & Technical Academy 1606 R Avenue Anacortes, 9822i ANACORTES CAAAPUS SURFACED MOUNTED ELECTRICAL PANEL YWOODEDGE � �in�� Tvo 1 112" TYP @ AL PANELEDGES iEAM DETAIL SCALE:1112'• _ Ta'• 2x6 PTWD MOUNTING PLATE, CENTERED ON SEAM 5/8" x 10" STEEL Date: 07/13/2009 ROD W/ CHAMFERED END Project No. 0806 iEAM DETAIL SCAIE'.� 1f1•=1•-0• 2 ADDENDUM 2 8l06/2009 5/8" x 10" STEEL ROD W/ CHAMFERED END PROJECT LAB SCACE: 1/4" = 1'-0" , r� ,a er i i i �i i i i i i�i o 0 0 o i i o 0 0�i �i �1 /2" W D �i ' DOWELS �i i i i o o a o 0 0�i i° � i i i i i i i e m. i i i I I�� m ------- �� r_______�_ � r 1 �BB 9B BB BB 9B BB I I a o ol �� _--_____�_--_—____� �—______I � ' v II I � I I I 6B I I o , � �i A10.6 �i �i 6A i o e o�i �i �3/4" MDF I1/2" MASONRY �iANCHORS -(8)� iLOCATIONS J �i �i o�l'� e i i 'i i �i i i i i , e i i i °i i ii ii � 1----- , ELEVATION PIPE & CLAMP RACK SCALE: 1/2" = 1'-0" PRE-DRILL PILOT , � HOLE @ 5° 2x6 PTWD MOUNTING PLATE ��HANGER DETAIL `��' sca�eiirz.=p-p. =DGE DETAIL SG4LE:11I2'=T-0' Interior Ele�ations Sheet No. 10.6 PER MECH r� M SJT PER STRUCTURAL DUCTWORK PER MECH ^ �? m U �OQ UO�O i � , I � i � AFF '�cB—� , \ \ � \ � i \ \ \ � \ _ j � � � � � N�r � � U � '� �� i � �� o � � � � � � \� \ \ r�s :� � � � \ � ❑ � . . — � �❑ � ❑� I�'�/ � O i%�,�/%%� � \ �\ �/ � � .: �<. � Tf � � �O \ / ,�_ � Q j�'�� /. � I �� o - .�.: : � �1_ai PROJECT LA� SCALE: 1!4" = 1'-0" SJT PER 10 A5.3 � 4�� 4�_�� ^ � �MO� Hutteb al1 & �i'�i111L1S 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 EXPOSED DUCTWORK PER MECH- �.�. r�/ / / � / J- /, `` ` ,� . l`Y/ � � `�' � ` � . %f// ,�i ,' , � � �, 0 \ � � \ � � �.�_ ,� . ,`� ,F � � PCT ' �/'�� \ \ %��' � �\ / � :� �\� \'vA� 54?1�� :�� .. . . �. .: .._ t. '.: / . • � e � e� � e � o � e � e � a � e � e � � � e � i i i / \ V \ V \ \ \ V V \ j� ; A \ LOW WALL AIR RETURNS PER- MECHANICAL DOCUMENTS 2A 110.7 PROJ�CT LAB AIR RETU13t �:�:I:.; . . . . :t A �I �S� �� \ \ � \ � � \ \ � , �� — \ \\ \ ol� \ ol \ al \ el \ el \ el \ ol \ o� \ o� \ a� \ \ � � � � \ \ \ � / / �RB— / \ � \ � � � \ � \ � � \ \ \ � � � � � � � � T � / \ ; ,�. /; � i � �� \ � � \ � � � � � �` � \ \ � A Ff-a i SCALE: 1!4" = 1'-0" METALEDGE PANEL-TO MATCH LOCKER FINISF' EDGE OF COUNTER ABOVE -- REFER TO 3A/A10.1 SJT PER STRUCTURAL ROOF HANGER ANGLE AND SWAY BRACE PER SOGD MFR RECOMMENDATION (ATTACHED HANGER ANGLES TO SJT WHERE OCCURS)— �� -' i �€XPOSED DUCTWORK PER MECH CJ� �GB A IGN � � . - / \ -- ::.::,;. -_ / \ - HM� _ / �� / � i � i� �� \ /: � - � � �� /� -: A - I � v I � M � RB EEW PER MECHANICAL PROJECT LAB ; / , 18�_�" �-- � � � � � � � \ � \ � � � � � � � � � \ � \ � � � �\ , � � i i i�---� �r----{ i � � . � � . �. \�T 14'-0" AF� �GB� GR:' � g � '�'- - . . _�..• :. / OFFICE 0 � m Y ��O � UOJO � � � N � � U �u � SCALE: 1/4" = 1'-0" \ \ � � � / PROFILE OF LOCKERS /� END PANEL DETAIL 2~ SCALE: 1 1/2" = 1'-0" SCALE: 1!4" = 1'-0" 5 OFFICE SCALE: 1/4" = 1'-�" OFFICE SCALE: 1/4" = 1'-0" 7 OFFICE SCALE: 1/4" = 1'-0" REGISTERED ARCHITECT N2G1 7080 TE OF WASHINGTON Northwest Career � Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date; 07/13/2009 Project No. 0�06 Q ADDENDUM 2 - 8/06/2D09 BID SET Interior Elevations Sheet No. H � Y M m � � ❑ UaOO CU a�o■■ FLOOR NOTE: ALL EXTERIOR DOORS TO MEET U-VALUE OF 0.63 OR BETTER GLAZING AT ALL EXTERIOR DOORS SHALL HAVE MAXIMUM U FACTOR OF 0.55 AND A MAXIMUM SHADING COEFFICIENT OF 0.82 ALL INTERIOR AND EXTERIOR ASFIACW FRAMES HAVE STRUCTURALLY GLAZED GLASS WITH EXTERIOR ALUMINUM ACCENT TRIM AS DETAILED. O - WIDTH SEE PLAN NOTE: 1. �OOR UNDERCUTS AS SPECIFIED. 2. VERTICAL DIMENSIONS ARE MEASURED FROM FINISH FLOOR. 3: 3. DOOR MATERIALS: W= WOOD H = HOLLOW METAL A = ALUMINUM STOREFRONT 4. PAIRS OF DOORS WILL INDICATE THE DOOR TYPE TWICE ON THE REFERENCE BUG. FOR EXAMPLE "AA", "BB", ETC. � � N ('J w $�� 8�� $�� $�� C7 SGLORISGL W PER PLAN � W m SGL OR ISGL � PER PLAN � � _ w � \ \ fV � � E-- N Ci DOOR w \ GRILLE- � � nCOi � MIN 1SF �,r M FREE w o AREA o A B C D E F G � NOT USED r N DOOR TYPES . EQ 3/4�� 4 � A11.4 °e �m �u 2 3/d' 2 3/4" � 3 3/8" EQ EQ EQ EQ N d ISGL 15GL ISGL ISGL N � � � � N � ISGL ISGL 15,S,L ISC! � � � � � ISGL ISGL IS�L ISG�L \ \ \ \ � ISGL I�GL IS�L IS� \ \ \ d ISGL ISGL IS�L ISCx� \ \ \ \ � ISGL ISGL IS�L ISC6 W \ \ \ \ N �. .. / � .'� `.:'� .:./ �'-/�� ' : ..__ � ' .��; ' j ;: 9 @ GB A11.2 OPAQUE PANELS � � N SOGD2 SCALE: 1/4" = T-0" DOOR FRAMES (HMF) SCALE: 1(4" = 1'-0" 2 „2�� 1'-6 1/2 I FLOOR 21 A11.4 A11.4 @ INT @ EXT FLOOR F8 DOOR FRAME iYPES (STL) SCALE: 1/4" = 1'-D" � A17.4 A11.4 �� DOOR FRAME TYPES (ASF & ACW) SCALE: 1!4" = 1'-0" 2 2 A11.6 A11.6 6._6� 4�_�„ 2 1/2" TYP RO 2 ��2„ .n, RO EQ EQ HBL HBL `� IR>i � � � ISGL\\ I IISGL I `„ �ISGL \ � ISGL� ISGL� `" � � ISGL � c0 10 I I � - - - °' �"' IISGL 11.6 ��SGL � `" �ISGL A O'6 ' � ��GL� � ��G� � 21/2"TYP �+ �ii � � 14 � "�� A11.6 � �� FINISH - FLOOR ASFP 2 9/2" TYP g R1 R2 A11.6 �� RELITE FRAME TYPES (ASF) SCALE: 1/4" = 1'-0" 2 1/2" 2 1/2" TYP 13 M 11.6 ��'1 '�� ISGL � 10 � � `��'J I�ISGL \ 14 A1'1.6 R3 2 1!2„ �o in 2 1/2" TYP � RO EQ �.�. 10 I� @ �2 2 3L 3 3!8" 13�L ' IS6L IS� \ \ I�L I� IS� I�L I�L IS� I�L 196L ISGY �� Q 15&L ISCvL IS�L \ \ \ SOGD1 �� 2 � \ � \ � \ 3 A11.6 3'-0" 16'�" 3'-0" FW 5 112" 5 1/2" 2 1/2" 2 112" TYP 2 1/2" 4 4 51/2" Z'-11" EQ EQ 2'-11" 51/2" 1 A11.6 �p 12 A11.6 q�� 4� 9,_4,� � 21(2"TYP MO 3�_2�� \ (V \ 9,�„ ISGL _ ISGL ISGL �6-4 ISGL \ ISGL ISGL HBL FIN CLN �S� ISG� ISGL � ISGL �� ISG� I IS� _ I � I I HBL i� � ISGL ISGL A11. �= I I I I I I HI I o O� �ISGL� � �ISGL � NLL I\ I I�{ I \ I \ I I I� I ��" �\ � A1 .6 � � \ � � \ � A11. \ � - � � � I I� I II II II I I I N I � II � ISGL ISGL ISGL ISGL ISGL _ J LGL J �ISGL J LSGL_ _ L J I L J L J l- J L I 15 � � I � � ,,,;;; „ i ,,.� , �� s N w �% . 2 1/2" TYP A11.6 SIM @ Cn R4 SIDE ( ' FRONT �2 1/2" TYP R5 11 @ GB 6 A11.6 A11.6 SIDE 11 �H 15 OH A11.6 A11.6 @ Gg @ CMU (V � N�w � � N 13�L ' IS`�L IS� \ \ 15�L 13�L ISCs� \ \ \ [3 OPAQUE PANELS 12 11, 4 112" 7 1/8" 7 1/8" 4'-5 3/8" 5'-11 1 ~ SGL \ SGL \ _ 17 � � SOGD3 11.6 � \ �_ K E Y L I N K S C H E il U L� KA SSN DESCRIPTIDN ACW DB 44 13 ALUMINUM CURTAIN WALL ASF OB 41 13 ALUMINUM STOREFRONT ASFP 08 41 13 ALUMINUM STOREFRONT PANEL CLNG -- -- -- CEILING CMU 04 20 00 CONCRETE MAS�NRY UNITS COMP - -- - COMPOSITE DD -- - -- DDOR OPENING E� -- -- -- EQUAL EXT -- -- -- EXTERIDR FH -- -- -- FRAME HEIGHT FIN -- -- -- FINISH FW -- -- -- FRAME WIDTH GH 09 20 00 GYPSUM BDARD HBL 12 21 13 HORIZONTAL HLIND NMD 08 11 13 HOLLOW METAL DDOR HMF 08 11 13 HOLLOW METAL FRAME IGL 08 80 00 INSULATED GLASS INT -- - -- INTERIOR ISGL OB 36 13 INSULATED SAFETY GLASS YSGL 08 80 00 INSULATED SAFETY GLASS MIN -- -- -- MtNIMuM MD -- -- -- MASONRY OPENING �H -- - -- ❑PPOSITE HAN➢ R� -- -- -- R�UGH OPENING SF -- -- -- SQUARE FO�T/FEET SGL 08 36 13 SAFETY GLASS SGL 08 80 00 SAFETY GLASS SIM -- -- -- SIMILAR SOGD OB 36 13 SECTIDNAL ❑VERHEAD GARAGE DODR - STL -- -- -- STEEL KEYLINK N�TES SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIyISIONS. FRAME/DETAIL SCHEDULE �ETAILS > V� p a � � U Q ¢ ¢ K � Q Z LL F- = K J F- 'S 101A F10 * ' " ' ` 2 101B F10 ' " ' ' � 2 701C R7 ' 131A11.4 17/A'11.4 17lA11.4 18lA11.4 6B 102A F11 ' ' ` � + Z 102B F14 ' • * ` : 6B 102C F11 ' ' ' ` " sB 102D F11 • ' ' * ` 6B 104 F1 9 V2" 5JA11.3 5/A11.3 5/A11.3 18/A11.3 SB 105 F1 91l2" 5/A11.3 5/A11-3 5/A11.3 - 6B 106A F1 8718" 13/A11.3 13/A11.3 13lAit3 - 6A 106B F9 * " ` ` ' 6A 106C F1 B1lA" 41A17.3 81A11.3 91A11.3 181A11.3 2 1D7A F6 9112" 5lA11.3 5lA11.3 5IA11.3 - 6B 1076 F6 81/4" 1/A11.3 1/A11.3 1/A11.3 - SA 108A F13 + • � _ * 5B 1088 F1 8114" 4/A11.3 B1A'IL3 81A11_3 1BlA11.3 2 108C F9 � � � * ` 2 109A F8 . + * * * 3 1098 F2 7518" 171A11.3 16/A11.3 16/hi1-3 - 4 109C FB ' ` ` ` ` 4 110A A 7518" 11lA11_3 16IA11-3 16/A71.3 - 4 110B A 7518" 11fA713 i6lA11$ 16/A113 - 4 1'12 Ft 8114" �IA11.3 15/A11.3 11A11_3 - 5A 113 P2 7518" 111A11.3 76/A11.3 iBlA11.3 - 4 114A F2 75I8" 11/A11$ 16/A113 16/Ai13 - 4 114B FB + • + + + 4 1i6 F2 75J8" 11/A11.3 i6/A113 16fA11.3 - 4 117 F12 * * ' " ` 2 119 F2 75l8" 11/A11.3 i6/A11.3 15/A11.3 14/A113 4 120 F2 75/8" 11/A11$ 15lA11.3 i6/A11.3 14/A11.3 4 121 F1 8 1l4" 1/A11.3 11A11.3 1/A11.3 - 5A 122 F2 6 5!8" 12lA11.3 17lA11.3 17lA11.3 18/A11.3 3 123 Fi B1/4" 1/A11.3 VAt1.3 7IA71.3 - 5A 124 F1 8 1/4" 1/A11.3 1fA11.3 1IA11.3 - 5A 125A F2 75I8" 11lA113 i6/A11.3 16/A11.3 18/A11.3 4 125B F2 65lS" 12/A113 77JA11.3 17lA11.3 78fA11.3 3 126 F4 9 V2" 5lA11.3 7/A17.3 5/AN.3 9fA11.3 6B 127 F4 9112" 5lA11.3 51A11.3 5lA1L3 9/A11.3 6B 128 F4 81l4" 11AN.3 1/A11.3 3fA11.3 9/A11.3 5A �pgq F1 81l4" 4/A11.3 B/A113 8/A11.3 18lA11.3 2 129B FS 75I8" 3lA112 S/A112 8/A1t2 - 2 12gC F8 75l8" 3lA112 8/A112 8lA112 - � 129D F8 75/8" 3lA112 8/A172 8/A112 - 2 129E F1 81/4° 4/A11.3 8/A11.3 SlA113 18/A11.3 2 "REFER TO FRAME TVPES FOR ASP AND ACW �ETAILS 16'-6" 4'-11" 1'-10" - 2 1/2" 8 3/4" 8 3/4" 7 118" 7 1!8 2 1/2" 2'-10 3/4" 2'-10 3/4" 2'-9 7!8" 3'-7 1 tS" 1'-0 3/8 � � � � � SGL SGL SGL SGL S A11.4 o O 13 A18.6 A18.6 A11.4 \ \ A11.6 SGL SGL SGL SIDE FRONT R6 2 1/2" TYP 16 R7 18 A11.6 A1'I .6 A11.2 3 3/8" 2 12' 2'. 3 3/8" . E� 3/4", EQ ,� Z 3EQ 3 3/8" 3 11 ro � N OPENING a / \ � 8 OPAQUE PANELS S�L � ,� SIDE SIDE 18 � �� Hutteball & Qre 'r�ius 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8945 f 425 828 9067 �REGISTERED ARCHITECT Ng�1 7080 �� i 5. re� oF wasr+wcroN Northwest Career & Technical Academy 1606 R Auenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Proiect No. OSO6 DraVrn: KHF � ADDENDUM 2 8/06l2009 ICONFORMED BID SET Doors, Storefronts & Relite Frames Types/ Details Sheet No. A11.1 GL GL 1 1 11.5 A11.5 -1" FW 2'-6" � � 2 1 /2" � I HBL FINISH FLOOR 11 A11.4 11'-11" RO 11'-4" 21/2" 4'-11" HBL �1 L5 ' �� I' `A1'f;5/ � � p � IGL � � IGL v � � IGL in � - � IIG� I I IGL � I IIGL � N ItU�� LGL _� J IS�L �� = 2 /2" TYP v� � 9 9 16 �O � � A11. A19.5 A11.5 � SIDE FRONT W1 i � �WINDOW FRAME TYPES (ASF) � SCALE: 114" = 1'-0" _ � CMU L SEE S" SOGD TRACN WEATI SEAL Y�I�7�] ��SOGD HEAD @ CMU �SS 6 � SCALE: 3" = T-0" � MO � WEATHER CMU ,;' ::. :=..,{ z r �' � '�:�.'.:+`�.`.:s' a GL MMF- JAMB ANCHOR (SEE S7RUC7) SOGD-TRACK �� SOGD JAMB @ CMU � ' � SCALE: 3" = 1'-0" n 1/2" f[7 1 11.5 6,_�� RO 2 �J � � ' IGL �-� � � ' � IIGL � N i\� - IrSF�' \ � = 2 1 2" TYP 15 v�� 9 11.5 M � � A11.5 W� 11 11.4 15 1 1 i[:� �:i7 11 _ \\ � IGL � � IGL IGL� I IIGL � 13�GL� � �IGL _ � S 9 2 1 /2" 5'-5" � IGL A11.5 N �IGL � N �ic� _ \ 21/ "TYP W4 3 11 16 1 6 2 1/2" TYP A11.4 EQ EQ EQ EQ � IG� IG� IGL� I IGL� � � � IG� IGI� IG� IG� � IG� IG� IGL� IGL� 7 11.5 2 1/2" TYP 6 11 A11.5 A11.4 Cm MWP HCH FURRING VSF Gg AIB GS F&SM DRIP SO� EPGE WE SOi MMF-HSS LAYER GB 1ERE -CURS B MF YREGLET TRIM a 0 � AF-HSS SCALE: 3" = T-0" SCALE: 3" = T-0" . /� ^ � 2 1!2" ' IGL �-- � IIGL � N �IGL _ � 2 1/2" TYP J J � W3 n ^ \ SCALE: 3" = 1'-0" '14•_$" MO 3'-D" 5'-5" ;\ � � IGL � � � � „., \ AYER GB, CRE :URS SCALE: 3" = 1'-0" ^ � �-�� .,.,.,�,.� �r �� rRIM �MWL FRAME PLAN 5 SCALE: 6" = 1'-0" ^��MWL JAM� NOTE. ALL INTERIOR AND EXTERIOR ASFlACW FRAMES HAVE STRUCTURALLY GLAZE� GLASS WITH EXTERIDR ALUMIN UM ACCENT TRIM AS DETAILED. K� Y L I N K � C H E D U� E �KA SSN DESCRIPTION A11.4 AIB 06 16 00 AIR INFILTRATIDN BARRIER ASF D8 41 13 ALUMINUM STOREFRONT BATI 07 21 00 HATT INSULATIDN CFMF OS 40 00 COLD-FORMED METAL FRAMING � CMU 04 �0 00 CONCRETE MASONRY UNITS A11.4 DD - DDOR OPENING DP - DIMENSI�N POINT EQ -- -- -- EQUAL F&SM 07 62 00 FLASHING & SHEET METAL FOS -- -- -- FACE OF STU➢ 21'-6" FW -- -- -- FRAME WIDTH GB 09 20 00 GYPSUM HOARD GS 06 16 00 GYPSUM SHEATHING HBL 12 21 13 HORIZ�NTAL HLIND o HCH 07 42 13 HAT-SHAPED FURRING CHANNEL (MWP) HMF OB 11 13 HOLLOW METAL FRAME IGL 08 80 00 INSULATED GLASS ISGL 08 80 00 INSULATED SAFETY GLASS JS 07 92 00 JDINT SEALANT MMF OS 50 00 MISCELLANEOUS METAL FABRICATIDN M❑ -- -- -- MASONRY OPENING MWL 08 90 00 METAL WALL LDUVER (MWL-) MwP 07 42 13 METAL WALL PANELS �, RD -- -- -- RDUGH OPENING SAB 09 20 DO SDUND ATTENUATION BLANKETS SOGD 08 36 13 SECTIDNAL ❑VERHEAD GARAGE DDOR VSF 04 20 DO VINYL SHEET FLASHING K�Y�INK N�T�S SEE ➢RAWING SHEE7 AO-0 FOR KEYLINK LISTS HY ALPHABET AND BY DIVISIDNS. RRING z � a � w a � � % SCALE: 3" = 1'-0" E R, �ND � MWL FRP�ME HEAD TI MF OLDING )IAMETER, F-HSS PIPE MF TI SCALE: 3" = 1'-0" Hutt� U� ��..1 & Or�1111�.�� C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED IIARCHITECT Ny�7 7080 ��w i S��remus OF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 DraWn: KHF/SB -C I ADDENDUM 2 - 8/06/2009 J CONFORMED BID SET Doors, Storefronts , & Relite Frames Types/ Details Sheet No. A11.2 W6 W7 W8 �SOGD HEAD @ MWP 1SOGD JAMB DETAIL @ INTERIOR �SOGD JAMB @ MWP SOGD HEAD DETAIL @ INTERIOR ' GL � w a m JS NLMF SAB '. , :i. � � -----__ 1----- i � \ % i � / 1� 1 1l � I -- �� ;, . ` :.. . . .; ..: . . :. . : . . `, 1 ! ( f � � _.. _�,�„ %^ �HEAD / JAMB DETAIL HMF GGF HMD OR SGL � HBL, WHERE OCCURS PER FRAME TYPE ON A11.1 SIM (a� SILL � SCALE: 3" = 1'-0" JS 2 NLMF 5�$ SAB • �, .. ... ;. �� -- --- � , 1 � ___ ____ � � I � 1 Q � , �r ,� � a / I � ' fY \� � �/ /� (��i w a ` . ' . ...` '.: : , : :' : . //// , 1 ( f I N a' � �� (2) LAYERS GB EACH SIDE �s HEAD / JAMB DETAIL W uLZ�]:�Y� HBL, WHERE OCGURS PER FRAME TYPE ON A11.1 GGF HMF SIM (a� SILL � � % SCALE: 3" = 1'-0" DOO REDUCER STRI CARPE ��SILL DETAIL - CPT / CONC H AS � `� � SCALE: 3" = 1'-0" �� SILL DETAIL � CTF I SOG \� T J SCALE: 3" = T-0" MULLION DETAIL IMD OR SGL iMF SCALE: 3" = 1'-0" MULLION DETAIL SGL HMF SGL SCALE 3" = 1'-0" YP) )N t SCALE: 3" = T-0" HMF- JAME ANCHOF SILL @ INTERIOR CMU CMU JS HMF HMD OR SGL ASF SCALE: 3" = 1'-0" o un" SCALE: 3" = 1'-0" HMD FURRING 3 MWP Q HMF JAMB AT MWP SCALE: 3" = 1'-0" CMU LINTEL- SEE STRUCT- HMF & MGF GL �. , .b... , ;., : .�.... �i ii �— HMF HEAD AT CMU INT CMU LINTEL- ` u '' SEE STRUCT EXTERIOR < � ' •' . �% + , 0 � �° HMF & MGF I HMD 15/16" 15116" 6 518" ^�HMF HEAD/JAM� AT CMU EXT SCALE: 3" = 1'-0" GL � SCALE: 3" = 1'-0" HMF JAMB AT CMU INT SCALE: 3" = 1'-0" HMD OR ISGlIGL MGF HMF JS CMU F�. :� :: �. SCALE: 3" = 1'-0" INTERIOR a � � � EXTERIOR HMF JAMB AT CMU EXT HMF HEp,D AT MWP F io � I HMD � ,n HMF � GS MGF AIB JS VSF F&SM MWP EDGE TRIM HCH MWP CLOSURE SCALE; 3" = 1'-0" CFMF 2�� GB N a 5/8�� aari � � �� I AII 1� �i i� i �� , � \ � ` � � � � \ — i '1 ( 11 I \� I � � � �_�i �� INTERIOR � 1Ai��:1��Ni��C� GL SIM a(�. SILL SCALE: 3" = 1'-0" K E Y L I N K S C H E D U L E KA SSN DESCRIPTIDN AIB 06 16 00 AIR INFILTRATION BARRIER AP 32 12 16 ASPHALT PAVING ASF 08 41 13 ALUMINUM ST�4EFRONT BATI 07 21 00 BATT INSULATIDN CFMF O5 40 00 C�LD-FORMED METAL FRAMING CMB 09 30 13 CEMENT MORTAR HED CMU 04 2D 00 CONCRETE MASONRY UNITS CONC 03 30 00 C�NCRETE CP 32 13 13 C�NCRETE PAVING CPT 09 68 13 CARPET CTF 09 30 13 CERAMIC TILE FLOOR UD -- -- -- DD�R OPENING EXT -- -- -- EXTERI�R F&SM 07 62 00 FLASHING & SHEET METAL GB 09 20 00 GYPSUM BDARD GGF 09 20 00 GYPSUM GRDUT FILL GLZ 08 80 00 GLASS/GLAZING GS 06 16 00 GYPSUM SHEATHING HBL 12 21 13 HORIZ�NTAL BLIND HCH 07 4Z 13 HAT-SHAPED FURRING CHANNEL (MWP) HMD 08 li 13 HOLL�W METAL DOOR HMF OB lf I3 HOLL�W METAL FRAME IGL OB 80 00 INSULATED GLASS INT -- -- -- INTERIDR JS 07 92 00 JDINT SEALANT MAx -- -- -- MAxiMuM MES 09 30 13 METAL EDGE STRIP CCT) MGF 04 20 00 MASONRY GRDUT FILL MD -- -- -- MASONRY OPENING MWP 07 42 13 METAL WALL PANELS NLMF 09 22 16 NON-LOADBEARING METAL FRAMING SAB 09 20 00 SDUND ATTENUATION BLANKETS SCFF 03 36 00 SPECIAL CONCRETE FLDOR FINISH SGL 08 80 00 SAFETY GLASS SIM -- -- -- SIMILAR SOG 03 30 00 SLAB-ON GRADE VSF 04 20 00 VINYL SHEET FLASHING KEYLINK N❑TES SEE DRAWING SHEET AO-D FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS. HEAD/JAMB DETAIL R SGL I SCALE: 3" = 1'-0" CPIAP PER SITE PLAN, SLOPE AWAY FROM DOOR 1/8" PER FOOT. � � a �4 Q ' �f4 SOG (CONC OR SCFF PER A3.1) � , � Q. . . . � a 4 4 Q a Qd 4 d a 4 G Q, � Q p 4 THR�SHOLD SOG TO CPT/AP SCALE: 3" = 1'-0" � �� Hutteball & Oremus C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 I REGISTERED \ ARCHITECT � �N� 7080 % �% �n St�remus STATE CF WASHINGTON Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Dra�yn: MW CONFORMED BID SET Hollow Metal Frame Details Sheet No. A 11.3 �DOOR JAMB DETAIL �SILL DETAIL DOOR JAMB DETAIL G� G� G� G� K E Y L I N K S C H� D U L E �y KA 3SN DESCRIPTIDN � HORIZ HCH •�� GS -��-' ACW 08 44 13 ALUMINUM CURTAIN WALL FURRING Hutteball BATI BATI � BATI 6"NLMF AIB 06 16 00 AIR INFILTRATION BARRYER GS HORIZ HCH / SAB ASF O8 41 13 ALUMINUM STOREFR�NT I I `, FURRING � ASFP 08 41 13 ALUMINUM ST�REFRONT PANEL / I I q�g �: I A�B I BATI 07 21 00 BATT INSULATIDN A R C H I T E C T U R E GB GB (2)LAYERS OF GB CFMF OS 40 00 C�LD-F�RMED METAL FRAMING CFMF SAF CFMF SAF . I�— (2)LAYERS GB CP 32 13 13 CONCRETE PAVING & O r e m u s CFMF CPEJ 32 13 13 CONCRETE PAVING EXPANSION JDINT CISOLATIDN JT) DP -- -- -- DIMENSION PDINT � MWP-1 &2 .,` I F&SM 07 62 00 FLASHING & SHEET METAL KOkandkWAa98D 3tonBlvd.NE,Suite320 MWP-3 GB 09 20 00 GYPSUM BDARD SHIM .. I I I GLZ 08 80 00 GLASS/GLAZING p 4258288948 f 4258289067 SPACE I I I v I a GS 06 16 00 GYPSUM SHEATHING � I F&SM DRIP I F&SM DRIP I � HHL 12 21 13 HORIZONTAL BLIND EDGE EDGE SHIM AS REQUIRED HCH D7 4Z 13 HAT-SHAPED FURRING CHANNEL CMWP) JS 8 BACKER ROD HORIZ -- --- H�RIZONTAL JS 07 92 00 JDINT SEALANT ASF MAX -- -- -- MAXIMUM p N �g o N �S N ��S MwP 07 42 13 METAL WALL PANELS r�EciSTERED II� � N N _ NLMF 09 22 16 NON-LDA➢BEARING METAL FRAMING I nRCHiECi ACW AT �- - /� SAB 09 20 00 SOUND ATTENUATIDN BLA�KETS 1 i N 7080 SIM � � i SAF 06 16 00 SELF-ADHERED FLASHING � SHIM SHIM SIM -- -- -- SIMILAR ��{�i�i� � II ASF SPACE ASF SPACE ASF _ SpG 03 30 DO SLAH-ON GRADE Kevin SVOre' mus HBL, WHERE � I HBL, WHERE STA7E oF WnsHiNc7oN TH 08 71 DO THRESHOLD OCCURS PER ACW @ OCCURS PER VERT -- -- -- VERTICAL FRAMETYPE 1" 41/2" 1" 41/2" 23/4" 41/2" FRAME TYPE 1" 4 1/2" AT SIM: PROVIDE ONLY (1) N ON A112 71/4" 7 1(4" 7 1/4" ON A11.2 ', 5 ��2„ �pYER OF GB EACH SIDE K� D Aw NK HEET�A0�0 FOR KEYLINK LISTS AT ACW AT ACW BY ALPHABET AND BY ➢IVISIDNS. H�AD a� VERT MWP DEiAIL A�W,ASF HEAD a� HORIZ MWP DETAIL A�W HEAD / JAMB DETAIL � 2 3 A�W 4 HEAD / JAMB DETAIL ASF SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" DP DP CFMF SHIM SPACE CFMF SHIM SPACE GB ACW AT SIM GB ACW AT SIM (2) LAYERS OF GB BATI BATI ASF DOOR 6"NLMF JAMB ASF DOOR SAB \ . � � �, � -- ; �. :. :� .� _ % 1,` � II _ �'I '� �� ` Ii �; �,f ��.. �. _ �� _ � GL - � - i � ¢ �� I � I � - i �Q 1 \ � / � � � 1 - r¢ 1 ' � � �~ / � � - � I � i � � I � ' � Q G L ��- �� - i , � / � � / � \ / a _ ASF DOOR - - - - - � THRESHOLD _ _ _ _ _ -- BELOW GS GS , �. AIB ASF A�B ASF SAF 4" 2 1/2" �S SAF 4" 2 1t2" J5 (2) LAYERS OF GB pP MWP-1 & 2 MWP3 HORIZ HCH MWP TRIM VERT HCH MWP TRIM •- FURRING FURRING AT SIM: PROVIDE ONLY (t) LAYER OF GB EACH SIDE 5 JAMB @ VERT MWP DETAIL ACW/ASF 6 JAMB @ HORIZ MWP DETAIL A�W 7 NOT USED 8 ASF DOOR JAMB ASF SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" GL DP — ACW DOOR CFMF SHIM SPACE Northwest JAMB AT SIM GB ACW VERTIHORIZ BATI ACW JAMB MULLIO�I AT SIM Career 2 3l4" 4 1/ ' MULLION AT SIM � �� - � MUL IONT/HORIZ _ � "� � �echnical ,, „� ASF ,� , ; , ; � Academy ACW DOOR I I � � I i' ASF DOOR 1/4" GLAZING THRESHOLD BELOW - � THRESHOLD BELOW acw - � -- - — GL GL - - - - _ � GL � � -�-1- - � - -- 1606 R Avenue -- _ -- � ¢ � a / , � � Anacortes, 98221 _ � _ � � � � � I ASF - ¢ - Q � " ____ � � � � I� �1 . ACWIASFDOOR � � I ANACORTES CdMPUS HEAD — - � -- - Date: 07/13/2009 ACW DOOR GLZ GLZ j Project No. OSO6 I � ASF SLIDER Drayyn: MW ACW DOOR ASF DOOR 1� ', GS ASF DOOR AIB JAMB I SAF � MWP-1 � 2 JS � HORIZ HCH FURRING MWP TRIM 9 DOOR HEAD acwrasF � � ACW DOOR JAMB acwrnsF � � �P ASF HORIZ / VERT MULLION ACW/ASF � 2 ASF DOOR JAMB ASF � 3 ASF SLIDER HEAD ASF SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" GL G� GL CONFORMED 1!4" GLAZING BID SET 1" 4112" ASF 1/4„ GLZ ASF/ACW DOOR OPAQUE GLAZING OR ASFP PER A11.1 1/4" GLAZING SHIM AS CPEJ REQUIRED i ASF VERT TH I CP - SLOPE JS & BACKER MULLION ASF SLIDER SOG ' PER CIVIL ROD � � , _ x ASF ------ FLOOR FINISH �'� ,�I� ASF BEYOND �� FLOOR FINISH - GLZ AS SCHEDULED I IIIf11111I AS SCHEDULED - JS � W�WJ Aluminum L ASF SLIDER _ /' a _ a a a � Storefront & � � a Q a HBL � � a o � 4 Q ° o Q Curtain Wall ° a � a ^ � � ° � � ° � ° Details Sheet No. DOOR THRESHOLD ACW/ASF �CW SILL ASF HORIZ MULLION DETAIL ASF SLIDER JAMB ASF SLIDER SILL ASF 14 SCALE: 3" = 1'-0" � 5 SCALE: 3" = 1'-0" 16 SCALE: 3" = 1'-0" �� SCALE: 3" = 1'-0" �� SCALE: 3" = 1'-0� A 11 ■� L•J� GB CFP a ❑ SHI SP/ HBL ��iEAD @ VEF�T MWP ASF \ � � SCALE: 3" = 1'-0" �JAM� @ VERT MWP \ " % SCALE: 3" = 1'-0" GL PLWS a ❑ SHIM SPACE — NLMF FURRING— BATI �� GB --� F Q = .. �Q,-a � ¢��,Q.Q a °aa 1�n — - . . - 4 � - . . . < .. .- . - a- . e aa a q ^ aa. a.3" 7�. a: > d. � e ^ a , � fl a . ..a �9�SI�L @ CONCRETE � SCALE: 3" = 1'-0" SILL @ VERT MWP SCALE: 3" = 1'-0" CLERESTORY SILL @ HORIZ MWP ASF SCALE: 3" = 1'-0" JAMB DE"iAIL SCALE: 3" = 1'-0" INTERIOR O � JS SH S P, HB HEAD @ CMU CMU WALL PER PLAN JS ASF SCALE: 3" = 1'-0" I NTERIOR � M� .. GL EXTERIOR JAMB @ CMU JS SHIM SPACE ASF JS ASF SCALE: 3" = 1'-0" JS a � INTERIOR SH S P, SILL @ CMU SCALE: 3" = 1'-0" ASF JS W/ WEEPS F&SM SILL FLASHING CSU :TERIOR NOT US�D SCALE: 3" = 1'-0" NOT USED CMU WALL PER PLAN ASF NOT USED ASF SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" K E Y L I N K S C b E D U L E KA SSN DESCRIPTIDN ACw OS 44 13 ALUMINUM CURTAIN WALL AFC 03 30 00 ARCHITECTURAL FINISH CONCRETE AIB 06 16 00 AIR INFILTRATIDN BARRIER ASF 08 41 13 ALUMINUM STOREFRONT BATI 07 21 00 BATT INSULATIDN CFMF OS 40 00 COLD-FORMED METAL FRAMING CMU 04 20 OD CONCRETE MASONRY UNITS COL -- -- -- COLUMN CSU 04 20 00 CAST STONE UNIT DP -- -- -- DIMENSIDN PDINT F&SM D7 62 00 FLASHING & SHEET METAL GB D9 20 00 GYPSUM BDARD GS 06 16 00 GYPSUM SHEATHING HBL 12 21 13 HORIZONTAL BLIND HCH 07 42 13 HAT-SHAPED FURRING CHANNEL CMWP) HORIZ -- -- -- HORIZONTAL JS 07 92 00 JOINT SEALANT MO -- -- -- MASONRY OPENING MWP 07 42 13 METAL WALL PANELS NLMF 09 22 16 NON—LDADBEARING METAL FRAMING PLWS 12 35 50 PLASTIC LAMINATE➢ WINDOW STDOL SAF 06 16 00 SELF—ADHERED FLASHING SSF OS 12 00 STRUCTURAL STEEL FRAMING VERT -- -- -- VERTICAL W/ -- -- -- WITH K�YLINK N❑i�S SEE DRAwING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS, �� Hutt�ball & �re 'n�ius 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 IREGISTERED ARCHITECT Ny� �oao � i�w i 5. remus OF NlASHINGTON Northwest Career & Technical ' Academy I 1606 R Avenue Anacortes,98221 ANACORTES CAMPUS Date: 07/ 13/2009 Project No. 0806 Drawn: SDB CONFORMED BID SET O S5� GB (V V TRIM 3 HCH ING ASF �13 JAMB DETAIL SCALE: 3" = 1'-0" ASF HORIZ HCH FURRING GS AIB SAF MWP-1 & 2 F&SM DRIP EDGE JS ASF MWP BEYOND ASF JS W/ WEEPS F&SM SILL FLASHING AFC .... Q4 1JAMB DETAIL ASF ASF ACW SCALE: 3" = 1'-0" ASF ASF JS W/ WEEPS F&SM SILL FLASHING HORIZ HCH FURRING MWP-1 & 2 AIB GS ASF JS W( WEEPS F&SM SILL FLASHING VERT HCH FURRING MWP-3 AIB GS GS AIB VERT HCH FURRING SAF MWP-1 & 2 MWP TRIM JS ASF ASF VERT/HORIZ N a ASF SCALE: 3" = 1'-0" GL ASF MULLION @ GLASS VENT ASF SCALE: 3" = 1'-0" Aluminum Storefront Details Sheet No. NOT USED ASF SCALE: 3" = 1'-0" A 11.5 � ��ASF JAMB @ GLASS VENT \ " / no � 2'-9" TO GL R1 GL G� ��rz�� KEYL I NK SCHEDUL€ � 3'-1 1/4" TO GL � g ��2�� KA SSN DESCRIPTIDN �� . "' ASF OB 41 13 ALUMINUM ST�REFRONT �1'' . : : .. : . ASFP OB 41 13 ALUMINUM ST�REFRONT PANEL 6" NLMF . <. `: SAB MRP 2„ 2„ � B/ -- -- -- B�TT�M OF P � 2" 2" MRP BATI 07 21 00 BATT INSULATIDN � v � � i'' , . ,, CFMF OS 40 00 C�LD-FORMED METAL FRAMING A R C H I T E C T U R E (2) LAYERS GB (2) LAYERS GB ,, ,, � CMU 04 20 00 CONCRETE MASONRY UNITS � O�^��S MRP TRIM COL - COLUMN C , � �-'� DP -- -- -- DIMENSIDN PDINT -�'� AT RAKE EQ -- — -- EQUAL BOTTOM EDGE � �'� 11'-9" GB 09 20 00 GYPSUM BOARD 4010 Lake Washingion elvd. NE, Suite 320 OF WDPG2, -'� \� ,-' BOTTOM OF DECK GL -- -- -- GRIDLINE rKirkland, WA98033 WHERE '� � ACOUSTICAL SRD �A� HBL 12 21 13 HORIZ�NTAL BLIND I p 4258288948 f 4258289D67 CMU OCCURS.SEE ,--'� ,-'� I B/DECK HSS OS 12 00 HOLLOW STRUCTURAL SECTIDN L 3/A10.3 ,-�� ,,-'� SEALANT CFMF INT -- -- -- INTERIDR 2"x2"x1/4" SHIM AS REQUIRED ,� � 4" CFMF 2"x2"x1(4" JS 07 92 00 JDINT SEALANT � JS JS '' I MMFANGLE ASFTRIM MMFANGLE MMF OS 50 00 MISCELLANEDUS METAL FABRICATION �S � � .�— I ASFTRIM MRP 07 41 13 METAL RDOF PANELS SHIM a ASF - ALIGN FACE SRD �S ASF TRIM MwP 07 4P 13 METAL WALL PANELS �ALI N �---_ �— JS ��►- NLMF 09 22 16 NON-LOADBEARING METAL FRAMSNG SPACE � ASF o I OF FRAME FWSH 2"x2"x1/4" MMF �_ __ __ _ REGISTERED � I WITH FACE OF JS NTS - NOT TO SCALE nRCHirEc7 � a ANGLE ASF a �C -- -- -- �N CENTER ` i N 7oao HBL � � FINISH o FASTEN CONCEALED I p pH -- -- -- OPPOSITE HAND �,v1 I�n � �g LEGOFTRIM ASF PLWS 12 35 50 PLASTIC LAMINATE➢ WINDDyJ STOOL Y�/ ��J � HBL � GLAZING PER A11.1 ____ LINE OF SUBSTRATE _ RB 09 65 13 RESILIEI�T BASE Kevin 5. Oremus --- SAB 09 20 00 S�UN➢ ATTENUATIDN BLANKETS SrnrE cF WasHiNc7oN � SIM -- -- — SIMILAR AT SIM: PROVIDE ONLY (1) ASF TRIM SRD OS 31 00 STEEL RDOF DECK � SSF OS 12 00 STRUCTURAL STEEL FRAMING LAYER OF GB EACH SIDE ��L U�'� TYPICAL INTERMEDIATE JOWT WDPC 09 51 14 yJ00D PANEL CEILING "Ts KEYLINK N❑TES � CMU HEAD AT INTERIOR ASF 2 HEAD @ INTERIOR ASF 3 HEAD @ INT ASF RAKE @ INT ASF SEE DRAWING SHEET AO-0 FOR KEYLINK LISTS ASF ASF ASF ^ ASF BY ALPHABET AND BY DIVISIDNS, SCALE 3" = t'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" �f SCALE: 3" = 1'-0" GL � PER STRUCT L N4 JS Gg � I ASF CFMF � — JS � ', �S 1/4" GLAZING JS SHIM SPACE ' I ASF pP ASF DP �' . _ .: �� 0 1/4�� . GB BEYOND l _- GLAZING � JS � � ASFP � � � �� RB BEYOND � � I ASF � � � Y � � _ � TRIM 1 � sHiM as , GL a , � ; ', REQUIRED . (7 � ❑ ,\ � / , ' w .�� JS ASF � :. — . . .. . ... . � TRIM . : . : FLOOR FINISH ASF �� I � `� � , , � ___---- -- �- -. -- ASF TRIM � � � � GL AS SCHEDULED EQ EQ �S CFMF �— JS ASF SHIM I � ASF ASF SHIM \� � SPACE 1� JS Q Q 114" GLAZING SPAC �PQ-QS JS �-� �� CMU a � a Q�Q- �oo � �„ � Q JS a' � . � 4 4" CFMF '; DP � CMU JAMB @ INTERIOR ASF ASp SILL @ INTERIOR ASF ASF JAMB @ INTERIOR ASF CORNER ASF JAM� @ ASF DISPLAY AREA ASF ' 5 , 6 , 7 , g JAMB @ AS� DISPLAY AREA SCALE: 3" = 1'-0' SCALE: 3" = 1'-D' SCALE: 3" = 1'-0' SCALE: 3" = 1'-0" 7 SGALE: 3" = T-0" � GB GL (2) LAYERS OF GB (2) LAYERS GL ;. .:.. :. , . ..: . : . . : MWP TRIM � JS GB� @ �H �rthw . :. .... .:.:. GLAZING PER A11.1 — �— � �. � 6" NLMF J 6" CFMF � BATI EQ EQ � � Career & PLWS ASF - ALIGN FACE s'4B ASF - ALIGN FACE ��.� � MWP-3 I \, ) i C A • OF FRAME FLUSH OF FRAME FLUSH CFMF T�iC�I�IIC�I WITH FACE OF FINISH ACE OF SSF - COL 4" NLMF @ Gg 5 %/ � �\ FINISH I Gg 16" O.C. � 1 i �j � � � Academy - J5 � J � � -- _ 5 4" NLMF BRACE � � � � � � � �� Q �� i —� @ as^ o.c. i � 160B R Avenue � 2 LAYERS GB, @ � _� Anacortes, 98221 SHIM AS REQUIRED � � �� 'i SHIM AS REQUIRED I � � � � �OH � _,. i i� .., GL ANACORTES CAMPUS 3/4, � i � � � ,. ,. � -- B I � a JS CMU il � . . . . . �S ___ � �� MWP TRIM �F SHIM SPACE . . - . . SAB JS __ Date: 07/1 � 3/2009 � �� ` 6" NLMF -- - � i Project No. OSO6 . . . . . Z PLW @ 4 - i 1/4" GLAZING ��_ r� ! � S R2, R3, R ASF ALIGN FACE I I OF FRAME FLUSH I ¢ WITH FACE OF � � JS � � i � DraWn: SDB (2) LAYERS OF GB � � I FINISH 4" CFMF ASF I �P GB SOFFIT } � ,�a��GLAZING 18 JAM� a� ASF DISPLAY AR�A EDGE OF WDPC-2, WHERE AT SIM: PROVIDE ONLY (1) JS OCCURS. SEE 3/A10.3 � LAYER OF GB EACH SIDE SCALE: 3" = 1'-0" CMU SILL a� INTERIOR ASF JAM� a� INTERIOR ASF JAMB @ INTERIOR ASF HEAD AT ASF DISPLAY AREA Na 9 ASF ASF ASF ASF � SCALE: 3" = 1'-0" � O SCALE: 3" = 1'-0�• � � SCALE: 3" = 1'-0" �� SCALE: 3" = 1'-0" 8 FV � A11.6 O I 17 GL G� �oo ; A11.6 CONFORMED ��° j BID SET � GLAZING PERA11.1 ; HBL /^ GLAZWG PERA11.9 � ASF - ALIGN FACE OF DISPLAY CASE ! 4 PLWS � qSF-ALIGN FACE FRAME FLUSH WITH ' A8.5 GB � I OF FRAME FWSH FACE OF CMU � a � WITH FACE OF I I p FINISH JS SHIM AS REQUIRED � / i � I � ! N JS JS � �7 � GL — M c� � a � A11.4 SHIM AS REQUIRED �� I � 314" I SHIM AS I� I 1/4" GLAZWG U � i REQUIRED � i - ' - - O � , � (2) LAYERS OF � � I GB EACH SIDE 8" CMU WALL JS � I �$ I FLOOR FINISH ASF � A71.6 6" NLMF AS SCHEDULED � sAB � I 5 — - — - ��-� �. _ �� s � o m � 8ao tio '.. .'. :` � i p a Q N A11.6 . SHIM SPAGE � a a a � ` 8 Alumtnum o � 5'-0" A11.6 Storefront Details AT SIM: PROVIDE ONLY (1) � �S LAYER OF GB EACH SIDE �' a' 16'-3" TO GRID O Sheet No. 13 JAMB _@ INTERIOR ASF 14 ScA L a� I�NTERIOR ASF ASF � 5 CMU3JAMB @ INTERIOR ASF ASF 16 ScA L AT_ASF DISPLAY AREA ASF � 9 �N EARG�D PLAN AT DISPLAY CASE A11.6 � — — — — — — — — — — � � � � i i �� i � � � j r— — — — — — — — — — — — — — — — � � B129A � I I Ix x—x—x I i i --- i I � I I � I � L I I � I I I � � I I � � I � L I i i --- i I � I I � I I L I I I � B�zse � L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J <V �L_—��_ SIGNAGE PLAN 1/2" HIGH LETTERING 3/8" HIGH LETTERING 1/5" HIGH LETTERING � Z � � � a N w a > SCALE: 1l16" = 1'-0" ACL MOUNTWG PLATEPER MFR ACL PER MFR � BASE COLOR 3I5" LETTERS 1" LETTERS — 1/2" LETTERS 'Welcome to �HE NORTHWEST CAREER & TECHNICAL ACADEMY Visitors Check in Office COLOR BAR ��_Z�� WS WELCOME SIGN �,_6„ \ YORTHWEST CAREER S TECHNICAL ACA[ exEcume eonw oF oiaecmrs� mmaa Haw��qs co��ie s�moi oisi� Clios ooryen, Bnacorles SCM1caI DISIr.G ta�rei e�ow�me, a�mnamrEal:o� srnod o�s�n oc nm atice. �eco��or smwm o;sina or. can aNnar, mo�m vemo� s�nod osNn u�nrve��, sse�o-woovev s�oa oism�i Di. Gary l'ollel4on, PresOen� SFegl� ValbyShcBg9 DPL #1 DEDICATION PLAQUE No.1 �UIRCIiIVR CENTER OFEXCELLENCE FOR MARINE MANUFACTURING & TECHNOLOGY 127 � ROOM NAME (RN) SIGNAGE 0 � ROOM NAME (RN) � — - ---- —. _ ..-- � � RESTROOM SIGN(RRS) RESTROOM SIGN(RRS) SCALE: 1 1/2" = 1'-D" REFER TO SPECIFICATIONS LM LOCATION MAP � —� tt� l i ``I 1 L--- 1 1 1 t L BASE N COLOR � SUBSURFACE GRAPHICS— ACCENT - FRAMED COLOR BAR— PANEL SIGN Maximum Occupancy �51 c - 9,. MOS "" MAXIMUM OCCUPANCY SIGN(MOS) 1"LETTERS� r-- n� � � � h �o �� F w Q Z N N � ROOM NAME(RN) CONFERENCE ROOM 126 �° s° � ROOM NAME(RN) 1"LETTERS � EXECUTIVE DIRECTOR N NORTHWEST CAREER 8� - - TECHNOLOGY ACADEMY 128 � .:•:..::••.:••: :�:..•:••.:• : ...... •'. _ ::..•:•::� .;•;••:�•••;••; .;•:..::�•.;�•; � W MEN .1 6 I 9 ` EPDXY EMBEDEED ANCHORS- BLOCKING AS REQUIRED GB- PER WALL TYPE , ,n , � � , ,. , � � 4 �� (a� GB c�il, CMU ACL SIGNAGE SECTION SCALE: 1 112" = 1'-0" (RN) 0 i TYP SIGN LOCATION SCALE: 1!5" = 1'-0" 1 ,1, (sl _ � ,. — —�,` I� u U 1/2" � VARIES PER SCHEDULE � ROOM NAME(RN) ACL SIGNAGE �- SCALE: 1 1/2" = 1'-0" � � t!2" DIA ROSETTE �s Reqo� (5 REQD) BOLT MOUNTING DETAIL SCALE: FULL SIZE I\I _ „ __ K� Y L I N K S C H E D U L E KA SSN ➢ESCRIPTIDN ACL 10 15 00 ALUMINUM CAST LETTERS ADMIN " " -- ADMINISTRATION CMU O5 20 00 CONCRETE MAS�NRY UNITS DIA -- -- -- DIAMETER DPL 10 15 00 DEDICATION PLAQUE FFLR -- -- -- FINISH FLDOR GB 09 20 00 GYPSUM BDARD HT -- — -- HIGH/HEIGHT LAB -- -- -- LABORATORY LM 10 15 00 LOCATIDN MAP MAx -- -- -- MAxIMuM M➢F -- -- -- MEDIA DISTRIBUTION FRAME MFR -- -- -- MANUFACTURER MIN -- -- -- MINIMuM MOS 10 15 DO MAXIMUM ❑CCUPANCY SIGN NTS -- -- -- NOT T❑ SCALE QTY -- -- -- QUANTITY RERD -- -- -- REQUIRE➢ RN 10 15 00 R�OM NAME RRS 10 15 00 RESTRDOM SIGN W/ -- -- -- WITH WS 10 15 00 WELCOME SIGN K�Y�INK N��S SEE ➢RAWING SHEET AO-0 FOR KEYLINK LISTS BY ALPHABET AND BY DIVISIDNS. SICNAG� SCH��UL� I ARCHITECTURAL ROOM SIGNAGE TEXT MOUNTING HEIGHT QN � TAG NAME & NUMBER (PERMANENT NAME/#) 1 A'101 MAIN ENTRY/101 Marine Technology Center 13'-6" 1' B101A MAINENTRY(101 101A SEE5/Ai2.1 1• 6101B MAINENTRY/101 1016 SEES/Al2.1 1 H102 LECTURE HALL / 102 Lecture Hall 10'-0" 1 B102A LECTURE HA�L/102 102A SEES/A721 1 B102B LECTURE HALU W2 102B SEE SJA12.1 1 B102C LECTURE HALU 702 102C SEE 5lAl2.1 1 6102D LECTURE HALU 102 102D SEE 5lA121 1 B105 CHAIRSTG/105 105 SEES/Al2.1 1 Bi05 SYSTEMS ALCOVE/105 105 SEESlA121 1 H106 SYSTEMS/106 SystemsLab 1Y-9" 1 B106A SVSTEMS/t06 106A SEESJA12.1 1 B106B SYSTEMS/106 106B SEES/Al2.1 1" B107A OFFICE/107 iWA SEES/Al2.1 P B107B OFFICE/107 1078 SEES/Al2.1 1 H108 PROJECTLABl108 PmjectLab 17-6" P B108A PROJECTLAB/108 108A SEES/A72.1 1 B1086 PROJECTLA6t108 108B SEES/Al2.1 1 H109 MECHANICAL11D9 MechanicsLab 12'-9" 1 B109 MECHANICAL1109 109 SEE5lA121 1' B110A OFFICE1110 110A SEESlAl2.1 1" B1108 OFRCE1110 1108 SEESlA121 1 6112 � ROOFACCESSl112 112 SEESlAl2.1 1 B113 �i STORAGEl113 113 SEE5IA72.1 � H115 COMPOSITEl115 GompositesLab � 1Y-9" � B115 COMPOSITE/115 115 SEESlA72.1 1 B116 WOODSUPPORTJ716 116 SEES/Al2.1 1 H117 STUDENT ENTRV / 117 Student Entrence 12'-0" 1' B117 STUDENT ENTRYf117 117 �I SEE5/Al2.1 1 F119 GIRLSRESTROOM/119 I� WOMEN � SEE5fAl2.1 1 G120 gOVS RESTROOM/120 �I� � MEN SEE5lAl2.1 1 8129 PUMPf121 121 SEE5lAl2.1 1 B122 RISER! 122 122 SEE 5/Al2.1 1 6123 ELECTRICAL/123 123 SEE5/Al2.1 1 8125 MDF! 125 725 SEE 51Al2.1 1 B125A CUSTODIAN / 125 125A SEE 5lAl2.1 1 B125B CUSTO�IANl125 725B SEESlA121 1' C'126 CONFERENCEl12fi CDNFERENCE ROOM / 126 SEE 5lAl2.1 1' D'127 GOE/�27 �IRECTORICENTEROFEXCELLENCE SEES/A72.1 FOR MARME MANUPACTURING & TECHNOLOGY/127 Y E128 ADMINI120 EXECUTIVEDIRECTOR(NORTHWEST SEES/Al2.1 CAREER & TECHNICAL ACADEMY! 126 1 8129A STORAGE BUILDING! 129 129A SEE 5lA721 1 B12gB STORAGE BUILDING! 129 129B SEE 5/A121 ' OMIT FASTENERS AN� PROVIDE OF EQUAL SIZE FOR BACK SIDE OF SIGNS MOUNTED W GLAZING " VERIFV ALL MAX. OCW PANCY NUMBERS & SIGN TEXT WITH 9UILD WG WSPECTOR ry ■u■ Hutteball & �re111L1S C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 E28 9067 REGISTERED ARCNITECT NmA 7080 STATE OF WASHWGTCN Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 0806 Drayyn: K -� F ,CONFORMED I �ID SET Signa�e . Coordtnation Plan Sheet No. Al2.1 � SCHEDULE