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HomeMy WebLinkAboutPermit D07-288 - SEGMENT 3 PLANS - LA FITNESS - BUILDINGD07-288 LA Fitness 350 Baker Boulevard Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - LA Fitness D07-288 Segment 2 - LA Fitness D07-288 Segment 3 - Plans - LA Fitness D07-288 0 15 30 60 SS EX. SSMH RIM=26.53 IE=8.1 1(N) IE=8.18(S) IE=8.93(E) 30'33" =50.00' L=78.11' /, r r '1 qj EX. SDMH RIM=25.45 IE=18.65(SW) IE=18.69(NE) SS E CB 79 (NW) EX. CB RIM=25.69 IE=23.41(SE) EX. SSMH RIM=27.15 IE=8.95(NW) IE=8.90(S) w rvv s^o- a>a 3,..,3,3,-3-3333, ?LYF.:,sA-+�. s•w NEW SCORED COLORED__ CONCRETE r REMOVE EXISTING SIDEWL K AND INSTALL NEW 6' WIDE SIDEWALK PER CITY STANDARDS IIIIKEEMIESSE zirdnuseumm 41 1121®1I EVIREB IMENISINIUMW few VINl v. :.............w...^.^,ttasn. EX. SSMH RIM=27.72 IE=9.62(N) IE=9 52(E) EX. SDMH RIM=27.60 IE=11.80(N) GRADING AND STORM DRAINAGE PLAN OF PARK WEST PLAZA A PORTION OF THE SE 1/4 SE 1/4 OF SECTION 23 AND NE 1/4 NE 1/4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON EX. SSMH RIM=27.78 IE=12.03(N) IE=11.93(5) IE=12.28(E) ++n.0 zF u.Y++Khhiatr o-,.n.t H+a .ti+»Ya1., ss,,,.i:s h'+�':e: Ytr1: •J w, •S'1;,W: wAN EX. CB ----",h I I JL SD CONCRETE NEW 6 EXT' WALL i CONC. CURB ( DED,r P.) EX. CB- RIM=26.34 IE=19.69(E) XE,„. CURB CUT it A1... ..wf EX. SDMH RIM=27.40 IE=11.31(N) IE=UNABLE(S) c +',xY:.;,:>ry,,,,>.., .-�,.•,et c+.:x .af.-utrdro'FiGcuuv..u�m.�:Ff^ he .a��.Y':ti•»wuf ANDOVER PARK WEST EX, Ce -r SD rl EX. SDMH RIM=27.20 IE=11.20(S) EX. CB S88'25'27"E RIM=27.81 5.50' // // // // // // II I I II II II II II II II II II II II II II NEW 4'x4' TREE PLANTERS (1YR) 5z • V d1'. CO 0 t0, 0 LW .�.--.. N V) • NEW CURB cur PER CITY STOS. EX. SSMH RIM=28.18 IE -1 1.43(N) IE=1 1.53(S) IE= 1 1.22(E) IE=1 1.13(W) CO w se CO 2 G) 34? NEW 30' HIGH STREET LIGHT PER CITY O TUKWILA STANDARD CONNECT TO DUSTIN TYPE 13 J -BOX POWER FEED FROM ANDOVER PARK EASIT 8" PVC ROOF DOWNSPOUT COLLECTIO PIPE © 1.0% EIXISTiNG STORM 0 BEIUSED FOR ROOF DRAIN COLLECTION CAP AND STAKE 1 CURB CUT TO BE Pi COM ON CURB CUT ITH ADJACENT 0 ER co co oo rrl a' 30' C 8" PVC ROOF DOWNSPOUT COLLECTION PIPE © 1.0% 8 PVC ROOF DOWNSPOUT COLLECTION PIPE © 1.0% SO 1.05'06 VAgZ ROAN 33. • y, 29 _ CALL BEFORE DIGGING (800) 424-5555 REVIEWED CODE MNE APPROVED DEC - 6 2007 City Of Tukwila WIN DIVISION ,»ii ;ra;.„:.„,,,,,. ,.....e•;....,..w..s �i::m tuws�x,»».,.ms...-ax;�:+M'o:, 33:3,33 3:X3r33, REVISED PER L.A. FITNESS REQUEST. w w REVISED PER CITY REVISED PER NEW SITE PLAN. UP -DATED PER SITE REVIEW. REVISED PER NEW SITE PLAN. c 0 in t/7 CD a 0. a 0 0 rn w 0 rn 0 rn m Co Co n 0 No. CV Co Poo. N. CO v CD 03 G v CO O 0 0 cJ 0 z ib z 0 Z w 0 z C� Q cc Q cc0 ci 0 PARK WEST PLAZA THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF TUKWILA ENGINEERING DIVISION. APPROVED BY: DATE APPROVED: DAVE KEHLE ARCHITECT 1916 BONAIR DRIVE SW a w m 0 U (7) 0 c 0 N •O 0 M 11 0 U z a •0 ID C.) U co x Dote 4/3/20071 0 cn 18215 72ND AVENUE 251-8782 FAX 0 z w z t7 w� O V) z .0 o 9" 15 CA 1) 0 N U cn 0 Date/Time:7/122007 File:P:\ 12000s\ 12631 \engineering\ 12631—g 1.dwg FOR REFERENCE ONLY - N.T.RECFVED AUG -3 2007 PERMIT CENTER a i iI tY ye f/ / f)J II I I II II II II II II II II II II II II II NEW 4'x4' TREE PLANTERS (1YR) 5z • V d1'. CO 0 t0, 0 LW .�.--.. N V) • NEW CURB cur PER CITY STOS. EX. SSMH RIM=28.18 IE -1 1.43(N) IE=1 1.53(S) IE= 1 1.22(E) IE=1 1.13(W) CO w se CO 2 G) 34? NEW 30' HIGH STREET LIGHT PER CITY O TUKWILA STANDARD CONNECT TO DUSTIN TYPE 13 J -BOX POWER FEED FROM ANDOVER PARK EASIT 8" PVC ROOF DOWNSPOUT COLLECTIO PIPE © 1.0% EIXISTiNG STORM 0 BEIUSED FOR ROOF DRAIN COLLECTION CAP AND STAKE 1 CURB CUT TO BE Pi COM ON CURB CUT ITH ADJACENT 0 ER co co oo rrl a' 30' C 8" PVC ROOF DOWNSPOUT COLLECTION PIPE © 1.0% 8 PVC ROOF DOWNSPOUT COLLECTION PIPE © 1.0% SO 1.05'06 VAgZ ROAN 33. • y, 29 _ CALL BEFORE DIGGING (800) 424-5555 REVIEWED CODE MNE APPROVED DEC - 6 2007 City Of Tukwila WIN DIVISION ,»ii ;ra;.„:.„,,,,,. ,.....e•;....,..w..s �i::m tuws�x,»».,.ms...-ax;�:+M'o:, 33:3,33 3:X3r33, REVISED PER L.A. FITNESS REQUEST. w w REVISED PER CITY REVISED PER NEW SITE PLAN. UP -DATED PER SITE REVIEW. REVISED PER NEW SITE PLAN. c 0 in t/7 CD a 0. a 0 0 rn w 0 rn 0 rn m Co Co n 0 No. CV Co Poo. N. CO v CD 03 G v CO O 0 0 cJ 0 z ib z 0 Z w 0 z C� Q cc Q cc0 ci 0 PARK WEST PLAZA THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF TUKWILA ENGINEERING DIVISION. APPROVED BY: DATE APPROVED: DAVE KEHLE ARCHITECT 1916 BONAIR DRIVE SW a w m 0 U (7) 0 c 0 N •O 0 M 11 0 U z a •0 ID C.) U co x Dote 4/3/20071 0 cn 18215 72ND AVENUE 251-8782 FAX 0 z w z t7 w� O V) z .0 o 9" 15 CA 1) 0 N U cn 0 Date/Time:7/122007 File:P:\ 12000s\ 12631 \engineering\ 12631—g 1.dwg FOR REFERENCE ONLY - N.T.RECFVED AUG -3 2007 PERMIT CENTER iI II I I II II II II II II II II II II II II II NEW 4'x4' TREE PLANTERS (1YR) 5z • V d1'. CO 0 t0, 0 LW .�.--.. N V) • NEW CURB cur PER CITY STOS. EX. SSMH RIM=28.18 IE -1 1.43(N) IE=1 1.53(S) IE= 1 1.22(E) IE=1 1.13(W) CO w se CO 2 G) 34? NEW 30' HIGH STREET LIGHT PER CITY O TUKWILA STANDARD CONNECT TO DUSTIN TYPE 13 J -BOX POWER FEED FROM ANDOVER PARK EASIT 8" PVC ROOF DOWNSPOUT COLLECTIO PIPE © 1.0% EIXISTiNG STORM 0 BEIUSED FOR ROOF DRAIN COLLECTION CAP AND STAKE 1 CURB CUT TO BE Pi COM ON CURB CUT ITH ADJACENT 0 ER co co oo rrl a' 30' C 8" PVC ROOF DOWNSPOUT COLLECTION PIPE © 1.0% 8 PVC ROOF DOWNSPOUT COLLECTION PIPE © 1.0% SO 1.05'06 VAgZ ROAN 33. • y, 29 _ CALL BEFORE DIGGING (800) 424-5555 REVIEWED CODE MNE APPROVED DEC - 6 2007 City Of Tukwila WIN DIVISION ,»ii ;ra;.„:.„,,,,,. ,.....e•;....,..w..s �i::m tuws�x,»».,.ms...-ax;�:+M'o:, 33:3,33 3:X3r33, REVISED PER L.A. FITNESS REQUEST. w w REVISED PER CITY REVISED PER NEW SITE PLAN. UP -DATED PER SITE REVIEW. REVISED PER NEW SITE PLAN. c 0 in t/7 CD a 0. a 0 0 rn w 0 rn 0 rn m Co Co n 0 No. CV Co Poo. N. CO v CD 03 G v CO O 0 0 cJ 0 z ib z 0 Z w 0 z C� Q cc Q cc0 ci 0 PARK WEST PLAZA THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF TUKWILA ENGINEERING DIVISION. APPROVED BY: DATE APPROVED: DAVE KEHLE ARCHITECT 1916 BONAIR DRIVE SW a w m 0 U (7) 0 c 0 N •O 0 M 11 0 U z a •0 ID C.) U co x Dote 4/3/20071 0 cn 18215 72ND AVENUE 251-8782 FAX 0 z w z t7 w� O V) z .0 o 9" 15 CA 1) 0 N U cn 0 Date/Time:7/122007 File:P:\ 12000s\ 12631 \engineering\ 12631—g 1.dwg FOR REFERENCE ONLY - N.T.RECFVED AUG -3 2007 PERMIT CENTER 11 C LF CSD „ C P!! .0% 1 'umyif • RoNc ' J GA 1 Ja L__ TOFI `J= ,5 } L1 1 1 'umyif • RoNc GA Ja D274 TOFI `J= ,5 } GA 1'-3" 2 2' -6" 3 1'-3" PROTECTION BOARD OVER ROOF INSULATION 12 L i i Ar. ROOF DRAIN SEE MECH. -CONT. WATER - BLOCK MASTIC Al ROOF DRAIN/OVERFLOW 3" = 1'-0" LAP SEALANT 6 MANF MASTIC C PREMOLDED PIPE SEAL ROOFING SYSTEM OVER FLOW DRAIN INVERT 2" ABOVE ADJACENT ROOF DRAIN PROTECTION BOARD SUMP RECEIVER CONE. WAT R BLO K MAS IC ROOF DRAIN SEE MECH. PROTECTION BOARD OVER ROOF INSULATION PLUMBING VENT PIPE SEE MECH MANF UNCURED FLASHING SPLICING CEMENT STAINLESS STEEL CLAMPING RING -LAP SEALANT B1 PIPE PENETRATION 3" = 1'-0" D0415002 PT 2x10 2x BLKG MECH EQUIP W/ MANF CURB - SEE MECH COUNTERFLASHING SST SCREW ANCHOR W/ NEOPRENE WASHER FIBER CANT MINERAL CAP FLASHING ROOFING SYSTEM B2 SMALL EQUIP. CURB INSULATION TO UNDERSIDE OF DECK CONT. CURVED STEEL ANGLE - REF. STRUCTURAL 3" = 1'-0" SEE PLANS CMU WALL SEE ELEV. FOR CMU FINISH Ddi SEE ELEV. T. OPENING BACKER ROD AND SEALANT JOINT, TYP. 2 -COAT EXTERIOR CEMENT PLASTER OVER METAL LATH STEEL HEADER REF. STRUCTURAL STEEL FRAMING REF. STRUCTURAL D0415003 '\?'\/? ,AA2( D1 ENTRY SOFFIT / / / / / / / / / / / // // SEE PLANS 3" = 1'-0" E F D05190001 D0415001 PT 2x10 2x BLKG 4 SKYLIGHT ASSEMBLY FIBER CANT MINERAL CAP FLASHING ROOFING SYSTEM B4 TYF'. SKYLIGHT CURB 3" = 1'-0" SEE PLANS D4150004 SEE PLANS SE ELEVATIONS 2 3/4" TYP. BACKER ROD AND 1/2" SEALA JT JT. CMU WALL BEYOND BACKER ROD AND 1/2" SEALANT JT MTL SILL FLASHING 4" CMU SILL PEICE CM05 TYP. SEE ELEV B.O. CMU SILL ONT. DRIP GROOVE 4" COURSE CMU WALL BEYOND 6" CMU. FACEW8"x16" DIM D4 EXTERIOR GLAZING DETAIL 3" = 11-0" FLOOR COVERING AND BASE PER SCHEDULE STRIP DRAIN SEE PLANS FOR LOCATION gCC 4 DQooL D rJ D0324205_PC SEE PLANS 1/2" SEALANT JT. 100' 5-3/4"64 T.O. CURB SILL FLASHING TO %" CHAMFER PERIMETER FOUNDATION INSULATION REQUIRED 1/2" JOINT FILLER AND SEALANT SIDEWALK AS OCCURS .v oo. cpci oQr 0Q O 00 O 0C F4 CURTAIN WALL SILL AT POOL 3" = 1'-0" DLFM0014 SEE PLANS CMU SOLDIER 5 COURSE, LINTEL, SEE ATIONS <C> SEE PLANS /,. BACKER ROD AND 1/2" SEALANT JT. B. V" FLOOR COVERING & BASE PER ROOM FINISH SCHEDULE CMU WALL BEYOND BACKER ROD AND 1/2" SEALANT JT MTL SILL FLASHING CANOPY BEYOND -SEE D4/A803 2 3/4" TYP. z J D. SILL FLASHING TO LAP 3/4" CHAMFER 100' 5-3/4" ck T.O. CURB PERIMETER FOUNDATION INSULATION REQUIRED 100'-0" FIN. FLOORV • -1 /2" JOINT FILLER AND SEALANT F5 TYP EXTERIOR SILL DETAIL 3" = 1'-0" D0324205_PC A. PARAPET CAP FLASHING, PAINTED METAL COPING SUPPORT ALLOY DRIVE PIN ANCHOR W/FORMED NEOPRENE WASHER 6 REVIEWMPI�A�CE APPROVED DEC — 6 21:10 Ci�Y pf Tukwila BUILDIM DMSI4N. SEE PLANS CONT. CLEAT SEE ROOF PLAN T. PARAPET PARAPET WALL FLASHING - 24 GA. ZINC GALVALUME FINISH 30# FELT " ALLOY DRIVE PIN ANCHOR W/ NEOPRENE WASHER SPRINGLOCK FLASHING CONT. DRIP GROOVE NJ SEE ELEV.S CMU WALL SEE ELEV. FOR CMU FINISH MINERAL CAP FLASHING FIBER CANT SEE SECTIONS PT BLKG B. SEE PLANS SEE © PLANS PERIMETER FOUNDATION$. • INSULATION .' REQUIRED ir Are' C. FLOOR COVERING AND BASE PER SCHEDULE 4 D. .44 " SEE PLANS INSULATION TO UNDERSIDE OF DECK CMU WALL SEE ELEV. 4" CMU SILL PEICE CM05 TYP. SEE ELEV 9.0. CMIJ SILL w CONT. DRIP GROOVE 4" CMU COURSE SLOPE -1J4 PER 1'--0" MIN. 100'-O" MAIN LEVEL 1" 4 Vi°t�,..�o0K icip:o o ° ,D0: Ste•+•+: • •4R • v 4 1/2" JOINT FILLER AND SEALANT F6 EXTERIOR WALL AT FLOOR 4 3" = 1'-0" D0324182 PI•ARCHITECTURE Inc 513 NW 13TH AVENUE 300 PORTLAND OREGON 97209 TEL 503 827 0505 FAX 503 827 0506 Ll L A FITNESS INTERNATIONAL L A FITNESS TUKWILA WASHINGTON TUKWILA, WA PROJECT NO.: FILE: DRAWN: DATE: REVISION: 07146 07146-A801 XXX JULY 30, 2007 PERMIT ISSUE DESCRIPTION: REPRODUCTION OF THIS DRAWING LS EXPRESSLY FORBIDDEN WITHOUT THE SPECIFIC WRITTEN PERMISSION OF WPH ARCHITECTURE INC. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEITHER RECEIPT OR POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE THE SUEIECT MATTER OF THIS DRAWING OR ANY TECHNICI, INFORMATION SHOWN THEREON, NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORIZATION OF WPH ARCHITECTURE INC. PERMOT OSSUE 7038 REGISTERED RCHI T OF WASHINGTON SHEET TITLE: EXTERIOR DETAILS SHEET NO.: A801 RECEIVED ED AUG — 3 2007 PERMIT CENTER