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4' CONCRETE WALK <br />(FINISH PER PLAN) FINISH GRADE <br />PAINTED BLUE THICKENED SLAB <br />BACKGROUND B" EXTRUDED CONC. CURB AT EDGE <br />211 4 2 4" CONCRETE (FINISH PER PLANK <br />INTERNATIONAL SYMBOL OF ACCESS FINISHED GRADE <br />SERVED TO BE MOUNTED IN FRONT OF EACH <br />PaH; BARRIER FREE PARKING STALL PER CONT. EXTRUDED CONCRETE ASPHALT PAVING — <br />SECTION 5503 WA5HINGTON STATE PAINTED WHITE CURB W/ EXP. JTS. AT 20'-0" O.G. <br />BARRIER FREE HANDBOOK L�'O 0 t SCORE JTS. AT 5'-0" O.G. O <br />L] m uj <br />3/4" R. w <br />0 STATE DISAELED WHITE FIGURE, BORDER t LETTERING ASPHALT PAVING d 4 <br />7 <br />v 12 <br />PaPoc �a it ALL W/ 3js" STROKE, WHITE PAINT d ° _ _ <br />REQ"�° III III -III - III �' z <br />LT. BLUE BACKGROUND SLOPE 1 ° _ H"� W <br />=1 11=1 -I I I -I I I- Q <br />73" A GALV. PIPE - PAINTED _ _ III -I I -I '. III -III -I I I -I I -I I III III -I I -III -III <br />EMBEDED IN CONC. 1'-6" I I -I � I I I MI I I=1 I I -I I -I I I _- I -I I -III -I I -I 11=1 I I -I I I -III 111=1 I I -I 11=1 Q <br />3/4"4 P.V.G. DRAIN _ <br />_ _ <br />10'-0" O.G. - I -III III-III=1 I -' I-1 I I -III -III ; ,III- . ,III III III ;III-� i- <br />3'_0 III —III I Li <br />EPDXY BONDING AGENT <br />F' U <br />W <br />1� HC �'�, KIN SI N HC SUS ,4C SI N CU iB At ANDSCAPIN CURB Amr, WA K �� k ,4t �NDSC,�i='IN H a w w <br />SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=l'-0" SCALE: I"=1'-0" SCALE: I"=1'-O" W <br />^r <br />I..L <br />ROOF ASSEMBLY R4 Q� <br />J <br />2X BLOCKING <br />D.S. TYP. <br />DRIP EDGE <br />II'_V <br />L <br />B C ARAC90 M.EV,4t I ON <br />0 SCALE: I/8"=1'-0" CONTINUOUS METAL 0 <br />' CEILING POWER FOR <br />ft GUTTER t DOENSPOUT <br />2X& FASC'.a <br />0 F. E. GARAGE DOOR OPENER WRAP W/ Fa'_D FORMED <br />TRIM SHEET- TYP. <br />0 VINYL SOFFIT- TYP. <br />0 2 TOP OF PLATE DET. 4/A403 SIM. <br />1.02 SIMPSON HI CONNECTOR <br />B H AT EACH ROOF TRUSS <br />10 <br />s. EXTERIOR WALL W"I <br />SEE SHEET A4.01 <br />GARAG DOOR _ <br />-10' 5'-2" 3'-4" 5'-10" 5'-10" TOP OF °D <br />STEM WALL a v <br />23'-0" a � <br />Gl�Rl4GS PLAN IX4 TRIM 2 c N X <br />� rA r � � � Q <br />SCALE: I"=1'-0" a Z I LL <br />ISMAINTENANCE/HrEAD- IN a4RAGrm END AR40 Lrm\/,4orION - <br />SCALE: I/8"=l'-0" SCALE: I/8"=1'-0" ALE: 1/8"=1'-0" m <QO <br />CEILING POWER FOR 4" GONG. SLAB WITH <br />GARAGE DOOR OPENER- TYP. FIBER MESH REINF. SLOPE AT <br />Ua m� <br />I/B" PER FOOT TO DOOR <br />U + ,�j O � <br />B D. TYP. P.T. PLATE WITH Q D. w <br />3 <br />'�z" A.B. 0 4'_0" O.G. <br />0 <br />4" THICK SLAB ON <br />GRADE WITH FIBER <br />0 MESH REINFORCING <br />N N 0 B Q dd ° dILL d <br />GRADE <br />ro <br />Om O N 04 VERT. BAR o 32" O.C. d <br />� 5VA 11 a <br />UJI]9'_0 X I'_0 9'_0 X I'_0 <br />23'-0" GARAGE DOOR GARAGE DOOR <br />q 9'-0" X l'-0" 9'-0.. X l'-0..9'-0" X l'-0" 9'-0" X 1'-0" <br />0 GARAGE DOOR GARAGE DOOR F•E• IGARAGE DOOR GARAGE DOOR n <br />/ IX4 TRIM ll'-2 1/4" II'-0 1/2" II'-0 1/2" 11'-0 1/2" 2 - 04 HORIZ. <br />GA "�(3rZ ELrZ If l�t I ON 22'-2 3/4" 22 -I" 22'-2 3/4" BARS CONTINUOUS 3" b" 3" <br />GARAGE FDN. PLAN -61/2" 1,_m <br />SMA IN SNANCE/H M,41D - IN QMA INT NANO /H 4D - <br />SCALE: 1/8"=1'-0" <br />SCALE: 1/8"= I'-O" w '_ <br />SCALE: 1/8"=1'-0" 3 <br />a SCALE: I/8 -I'-0 <br />SCORED CONCRETE 02 SCALE: I -I p <br />Ty RAMPS TO PROVIDE SLOPE UP 6" <br />DETECTABLE WARNING <br />I 10 t NON -SLIP SURFACE MAX. AT 1:12 <br />B .02 .02 SLOPE UP 6" MAX. SLOPE CONCRETE5727 <br />v MAX. AT 1:12 1'-6" ' 5-0" I'-Fi " _ <br />-'+ MAX. SLOPE WALK B REGISTERE➢ <br />4" GONG. SLAB WITH <br />0 FIBER MESH REINF. SLOPE AT ARCHITECT <br />v B ie" PER FOOT TO DOOR <br />➢A I➢ H. AUL <br />Y ' SEE STRUCTURAL STATE OF WASHINGT➢N <br />FOR FOUNDATIONS GARAGE DOOR <br />ASSEMBLYt DETAILS. <br />36 �4" THICK SLAB ON d ~0 6 0 2X 6 WOOD TRIMaJAMBS <br />0 _ <br />O ILC BADE WITH FIBER 0 0 0O 13 WRAP W/ FIELD FORMED <br />0 5 <br />1i 02 9 G LL <br />W 1` 14 REINFORCING 0 TRIM SHEET- TYP. <br />w wluw Project ": MR13108 <br />_u 9 0 0 13 4 O Drawn by: AJIH <br />;n .0 ;n a �° �m a �° Date: 9-26-91 <br />v , .02 DRIVEWAY PAVING a Revised: <br />`Ta <br />� ° <br />V-3" " 0 °d TCR REVSIONWSa ' " 9-3THICKENED SLAB 06-04-98 <br />°a EDGE AT DOORS <br />LID 11'-2 I/4" 11'-2 I/4" 10'-10 3/4" 10'-10 3/4" W-2 1/4" 11'-2 114" 2 - 04 HORIZ. BARS <br />i CONTINUOUS o EDGE <br />66'-61/2" A4 08-21-58 <br />x <br />8'-0" 5'-0" 8'-0" Plan Check NO: B 60846 SEPA <br />./ <br />REGULAR HG STALL ACCESS HC STALL HG STALL ACCESS HG STALL COMPACT ApplicatDate: 1116/98 <br />Job Addrs: 10101 TH AVE SE <br />VEHICLE AISLE VEHICLE VAN AISLE VAN STALL <br />m - Owner: T LL O <br />i Tenant: R <br />T Proposed Use: MULTIFAMILY <br />Desc. ofWork:tYPICAL �AR NCG�•AGS FOUNDATION <br />MAINTENANCE BUILDING <br />u SCALE: 1/8"=I'-0" 4 A <br />SCALE: I/8"=1'-0"A DOOR OFFICE SET JOB SET <br />11��11J�AA� <br />c !A"!"111 L <br />i APPRVD FOR PERMIT: DATE/ H <br />i o 1 n l 7th Ava ql= <br />r ' <br />i <br />