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05-0048 Yelm Storage Building♦ a a a N �O N C R �yy O n. I J / / DRAINFIFI_D -` UkAINt=1El s l� RESERVE xI RE$ERVE� 1 xl I I I FIELD I x I �I . X.,. - -X SITE PLAN Scale: 1" = 60' -0" NORTH SITE ADDRESS )`O FORT STEVENS ELEMENTARY 16535 100TH WAY S.E.; P.Q. BOX 476 u YELM, WASHINGTON 98597 ;a p s o? O SCHEDULE OF DRAWINGS O A 1.0 SITE PLAN A2.0 FLOOR PLAN ,- A2.1 ROOF PLAN & DETAILS A3.0 ELEVATIONS 52.0 FOUNDATION PLAN AND FLOOR FRAMING PLAN z S3.0 ROOF FRAMING:, PLAN � S4.0 STRUCTURAL DETAILS 0 ' S5.0 STRUCTURAL DETAILS M1.0 MECHANICAL PLANS 00 � E1.0 ELECTRICAL SITE PLAN AND ELECTRICAL LEGEND CL Q E2.1 ELECTRICAL LIGHTING /POWER PLAN ' C LIGHTING FIXTURE SCHEDULE AND PANEL SCHEDULE DESIGN TEAM •� cv o LLA .Q OWNER YELM COMMUNITY SCHOOLS NO.2 107 1 ST STREET NORTH; P.O. BOX 476 YELM, WA 98597 (360) 458 -6128 (360) 458 -6434 (FAX) CONTACT: ERLING BIRKLAND ARCHITECTURAL ERICKSON McGOVERN, PLLC 120 SOUTH 131 ST STREET TACOMA, WASHINGTON 98444 (253) 531 -0206 (253) 531 -9197 (FAX) CONTACT: JOHN ERICKSON SHENON PORTER STRUCTURAL ENGINEER L.F. "SKIP" BUSH 16412 139TH AVENUE EAST PUYALLUP, WASHINGTON 98374 (360) 893 -1464 (360) 893 -1466 (FAX) CONTACT: SKIP BUSH MECHANICAL ENGINEERS ELECTRICAL ENGINEERS BCE ENGINEERS, INC. 6021 12th STREET E SUITE 200 TACOMA, WASHINGTON 98424 (253) 922 -0446 (253) 922 -0896 (FAX) CONTACT: CHRIS CAFFEE (MECH) CONTACT: MIKE COZART (ELEC) J 11.1 h- STATE IV O z v� O O m U V) C] L o cl:2 O O U t/7 W `STORAASLI WASHINGTON Sheet: A CD ) 0 CD N U z � a 206'-0" I DS ELECT. DS Ds 77­71" Wt M-11 ji FUTURE FUTURE FUTURE TOILET ME H. TOILET mw, REF. FUTURE OFFICE FUTURE RECEPTION / SECRETARY/ OPEN OFFICE FUTURE GD� FUTURE LUNCH/MEETING ROOM N.I.C. FUTURE N.I.C. FUTURE -,OFFICE CD _==ZL� ff ----------- 4r ------ N__ D F DS D D D D D D DS DS_ 8'-6" 6'-U" 6-0" 1 16-0" 30'-0' 16-0" 16-0" 16-9' 16'-0" 16'-0'' 6'-0" 19' -5' ' BASE BID ALTERNATE BID A-2 17-0" 3'-4" 6'-4" N FF NOTE: DIMENSIONS ARE TO OUTSIDE FACE OF FRAME GD CD H.M. DOOR AND FRAME H.M. DOOR AND FRAME INSULATED SEGMENTED GARAGE DOOR 3'-0" x 7-0" DOOR PAIR 3'-0" x 7'-0" DOORS (8) TOTAL PROVIDE ROUGI I OPENING PER GENERAL NOTES DOOR TYPES ALT. BID A-] SCALE: 1/4"=]'-O" ---a— z CV r� 0 VINYL HORIZONTAL SLIDER (BASE BID: CONCRETE �OOTINGS, CONCRETE FLOOR SLAB & ROUGH-IN PLUMBING) ALTERNATE BIDS A-1: SEGMENTED GARAGE DOORS, TRACKS, HARDWARE AND COMPONENTS REQUIRED FOR INSTALLATION, A-2: PROVIDE ALL BUILDING COMPONENTS AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS FOR THE BUILDING BETWEEN GRIDLINES BASE BID: CONCRETE FOOTINGS, CONCRETE FLOOR SLAB, ROUGH-IN PLUMBING AND TI-1 ISIDING AT WALL ALONG GRIDLINE"L", ATTACH ------ SIDING WITH GALVANIZED SCREWS IN LOCATION SHOWN ON SHEET A3.0 VINYL HORIZONTAL SLIDER FUTURE WINDOW TYPES (N.I.C. SHOW FOR REFERENCE ONLY) SCALE: 1/4"=V-0" Div ti- 7 Scale: 1/81, = 11-01, GENERAL NOTES ORTH A. SEE ARCHITECTURAL FLOOR PLAN FOR CORRECT DOOR LOCATIONS B. THE FOLLOWING ITEMS ARE N.I.C. UNLESS NOTED OTHERWISE: INTERIOR FINISHES (GWB, FLOORING, ACP), CASEWORK, APPLIANCES AND PLUMBING FIXTURES (SEE MECH.). C. PROVIDE FRAMED ROUGH OPENINGS FOR FUTURE DOORS AT INTERIOR WALLS CONSTRUCTED AS PART OF THE WORK, D. PROVIDE FRAMED ROUGH OPENINGS FOR FUTURE WINDOWS, CONTINUE EXTERIOR SIDING / SHEATHING OVER FUTURE WINDOW OPENINGS. E. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUTS LEGEND FUTURE 2 x 6 WALL (N.I.C,) FUTURE HIM DOOR & FRAME (N,I,C.) FUTURE WINDOW (N,I,C,) 4_1 of I c? FUTURE FUTURE HALLWAY c. FUTURE HALLWAY MAN MANAGER'S OFFICE 01 o f� TOILET II A FUTURE A i OFFICE FUTURE I FUTURE FUTURE FUTURE LEI iN LOCKER ROOM I STOR. N.I.C. N.I.C. LOFT ABOVE SEE STRUCTURAL mw, REF. FUTURE OFFICE FUTURE RECEPTION / SECRETARY/ OPEN OFFICE FUTURE GD� FUTURE LUNCH/MEETING ROOM N.I.C. FUTURE N.I.C. FUTURE -,OFFICE CD _==ZL� ff ----------- 4r ------ N__ D F DS D D D D D D DS DS_ 8'-6" 6'-U" 6-0" 1 16-0" 30'-0' 16-0" 16-0" 16-9' 16'-0" 16'-0'' 6'-0" 19' -5' ' BASE BID ALTERNATE BID A-2 17-0" 3'-4" 6'-4" N FF NOTE: DIMENSIONS ARE TO OUTSIDE FACE OF FRAME GD CD H.M. DOOR AND FRAME H.M. DOOR AND FRAME INSULATED SEGMENTED GARAGE DOOR 3'-0" x 7-0" DOOR PAIR 3'-0" x 7'-0" DOORS (8) TOTAL PROVIDE ROUGI I OPENING PER GENERAL NOTES DOOR TYPES ALT. BID A-] SCALE: 1/4"=]'-O" ---a— z CV r� 0 VINYL HORIZONTAL SLIDER (BASE BID: CONCRETE �OOTINGS, CONCRETE FLOOR SLAB & ROUGH-IN PLUMBING) ALTERNATE BIDS A-1: SEGMENTED GARAGE DOORS, TRACKS, HARDWARE AND COMPONENTS REQUIRED FOR INSTALLATION, A-2: PROVIDE ALL BUILDING COMPONENTS AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS FOR THE BUILDING BETWEEN GRIDLINES BASE BID: CONCRETE FOOTINGS, CONCRETE FLOOR SLAB, ROUGH-IN PLUMBING AND TI-1 ISIDING AT WALL ALONG GRIDLINE"L", ATTACH ------ SIDING WITH GALVANIZED SCREWS IN LOCATION SHOWN ON SHEET A3.0 VINYL HORIZONTAL SLIDER FUTURE WINDOW TYPES (N.I.C. SHOW FOR REFERENCE ONLY) SCALE: 1/4"=V-0" Div ti- 7 Scale: 1/81, = 11-01, GENERAL NOTES ORTH A. SEE ARCHITECTURAL FLOOR PLAN FOR CORRECT DOOR LOCATIONS B. THE FOLLOWING ITEMS ARE N.I.C. UNLESS NOTED OTHERWISE: INTERIOR FINISHES (GWB, FLOORING, ACP), CASEWORK, APPLIANCES AND PLUMBING FIXTURES (SEE MECH.). C. PROVIDE FRAMED ROUGH OPENINGS FOR FUTURE DOORS AT INTERIOR WALLS CONSTRUCTED AS PART OF THE WORK, D. PROVIDE FRAMED ROUGH OPENINGS FOR FUTURE WINDOWS, CONTINUE EXTERIOR SIDING / SHEATHING OVER FUTURE WINDOW OPENINGS. E. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUTS LEGEND FUTURE 2 x 6 WALL (N.I.C,) FUTURE HIM DOOR & FRAME (N,I,C.) FUTURE WINDOW (N,I,C,) CL CY 0 0 LL 3828 1 REG I I F40A;i _j 0 0 :E u V) Cn u-i o 0 0 U I-- LLJ STf STATE F �-WASH I NGTLONI Sheei: A2.00 of _n c? c. 02. 01 o > LEI t.7 z ro 0 4-J CL E CL CY 0 0 LL 3828 1 REG I I F40A;i _j 0 0 :E u V) Cn u-i o 0 0 U I-- LLJ STf STATE F �-WASH I NGTLONI Sheei: A2.00 0 z v a V E E a E E w s E CL 4 8 N a 1; IL rA mm Q 0ACL 1 � RIDGE VENT ASPHALT SHINGLE ASPHALT COMP. SHINGLES OVER UNDERLAYMENT r-- ROOF SHEATHING PRE - FINISHED EAVE FLASHING W/ DRIP EDGE STRAP- 24 GA. x 1 1/4" L 3' -0" O.C. 22 GA. GUTTER - PREFINISHED CONTINUOUS 50' MAX. LENGTHS - LAP JOINTS - 2 ". FASTEN WITH POP RIVETS AND SEAL 9 r T / MIN. NOTE: PROVIDE GUTTER j -�, EXPANSION JOINTS AT MAX. 50' -0" SPACING ✓ I ROOF STRUCTURE AS SCHEDUL RIDGE VENT Scale: 1 1/2" = 1' -0" I ' #14x 1 1 /4 " TYPE A HEX HEAD GALV. SCREWS GUTTER DETAIL Scale: 3" = 1' -0" 2x10 , BEVELED TOF SCREEN DOWNSPOUTS 3" I.D. SCHEDULE 4( TI -11 WOOD SIDING REGLET SPRING -LOCK COUNTER FLASHING 24 GA. STEPPED 5" ` SHINGLE FLASHING 5„ ASPHALT SHINGLES OVER UNDERLAYMENT UNDER STEPPED FLASHING ROOF �' SLOPE ROOF SHEATHING -� MIN. NOTE: ALL SHEET METAL FLASHING AND TRIM SHALL COMPLY WITH THE RECOMMENDATIONS OF SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL" ROOF /WALL FLASHING Scale: 3" = 1' -0" z t- ROOF PLAN Scale: J 4 dS Z Q U- U- 0 0 rY 010 \wJ �Z J 0 0 3: u Z >- Z 0 0 U Lij LLJcn J ,38281 REGISTERED AR ITECT EVEN 0 AA LI STATE OF WASHINGTON Project: Drawn: t_WJ Sheet: A2.1 ,n u) rnke N c i C4 luul p� �� �p G 4 ' n i, C7 (5i. O Q V Cn ms's CCS 1% 3 F� () V I-- V > O Co ) 0 q n J .0 O a V CV n „ n '� £- W Q J 4 dS Z Q U- U- 0 0 rY 010 \wJ �Z J 0 0 3: u Z >- Z 0 0 U Lij LLJcn J ,38281 REGISTERED AR ITECT EVEN 0 AA LI STATE OF WASHINGTON Project: Drawn: t_WJ Sheet: A2.1 z 0 z W �yh m 'D Ql :Yl a a A E E a .c C E i C v N E W ti ru E a m St 8 n CL T I 12 41 iII!j III Ir-„II !I� I- )! ill ���ill ill I iiillllll!Ili!IIIIIII III h ill! j PLYWOOD SIDING (T1- 1!1)! -+-T I I I I i i l i i i j I I i i I I j l l 1 ATTACH WITH GALAVNIZED SCREY/S I !I�I�I I� ill!LII III!II'IlIll !Ill �li !III 11 Ij ' ;III Il�il !11!11 IIII III!ll,l !!.III I I I! Ijlllll�llilll! jllll !IIIIII!II!�II!ii''!II'�Illill ! OEM ALTERNATE BID A -2 PLYWOOD SIDING (T1 -1 1) I NORTH ELEVATION — BASE BID Scale: 1/8" = V -0" a�b' art' 9 GF Im Pi u .` 7T� — — — -r -. iFiC` I- -- -V 12 41 F Y I I I I i I I I, 'd,o"—� NORTH ELEVATION —ALT. BID A -2 Scale: 1/8" = F -0" (�A) CA) 111111 I I I l�ll) ALTERNATE BID A -2 WEST ELEVATION Scale: 1/8" = V -0" I� I SOUTH ELEVATION Scale: EAST ELEVATION Scale: 1/8" = V -0" la Fr rt: I <re 11P OF r'ialE -l7 `4, — U24 . LLA 0 0 a� j 00 n 0. Cue U M n �, N y O w ILU z O Lu J L1J = n r-' F a, 9 a, i h 117 � car cv � n O a. O �.i • h re7 L +7L' O O u Lei c Lu LL-J ui *3TEDE -- -STORAASLI STATE OF WASHINGTON A3.0 A �B I �c # 1 DF 15' -0" W m a 0 0 IV N Y d L CA C E x w LLC C Q H1 Lfl 0 N �O N G a n. E F 2 x 8 STUDS @ 24 1/ ' PW W/ 8d `a) 6" UNBLOCKED 5 8" ABS 48" o.c. -- CONTROL JOINTS - } -- CONTROL JOINTS I I 5" SLAB ON GRADE W/ CONTROL JTS AS SHO &N SAWCUT 1/3 THE SLAB DEPTH WITHIN 4 TO 12 HRS __- REINF W/ FIBROUS CONIC REINF (1.5 #/ CU YD)l -- CONTROL JOINTS WHERE HD IS CALLED PIN PLAN, PROVIDE EITHER HTT 16, PHD 2 -SD33, LTT131 W/5/8 G L BOLTS OR STFID 8 ALL W/ le= 8" MIN, SEA 655,0 OR 755,0, �L \ Mir I 56-0" I 7-2" 5 -5 " 6,_ „ 5' -77' 13-5" l( 1 STUDS 2 x 6#2 DF @ 241 1/2" PW SHEATHING BLOCf ED 2 x R HD HD j 7 -3�' C-N CONTROL JOINT 7 I Lr) i N 4' -0" 'FCANT I TFRNATF RIr) A -9 HD Al '05 FOUNDATION PLAN &SECOND FLOOR FRAMING PLAN SCALE: 1/8" = F -0" " rl NORTH z rCL V u- ry O 0 u— z Q J 0— z 0 H=- Q 0 z 0 0 V N (J-! Q 0 U J J w S2.0 C' c CV N r-- U LW C? �' C7 4 0 V! • r� 0 � � v u in o M ZS E y — O L U cI L ldJ F z rCL V u- ry O 0 u— z Q J 0— z 0 H=- Q 0 z 0 0 V N (J-! Q 0 U J J w S2.0 O O 10 W 3 d m a t A E W E i E a �o ui 0 0 0 n �d N C A V O a ALTERNATE BID A -2 ROOF FRAMING PLAN SCALE: 1/8" = V -0" NORTH K7 cN o cT, (5 c, c, r t- ar f) M u in > U) W) Q � CV V 4 G Lb ey (iii V E F V V) V V L Sleet: S3.0 z ae. LU 0 u z a J � CO rt in � O M ry iJ � O cN o cT, (5 c, c, r t- ar f) M u in > U) W) Q � CV V 4 G Lb ey (iii V E F V V) V V L Sleet: S3.0 13'-4-1/2" A.F.F._ B. 0. TJI NAIL THIS PANEL W/ 8d,4) 4" O.C. 0 a N N A d DETAIL Scale: 1" = 1' -0" 1 -1 /2" x 7-1/4" TIMBERSTRAND W/ JOINT CENTERED ON TRUCK DOOR NAIL EA END _ TO HDR W/ (3) ROWS III @ 3" TO R C4 STUDWALL W 1 1 6d @ 6' STAGGERED HDR TO BE TIGHT DROPPED TO TOP If UNLESS FRAMING AS OTHERWISE — REQD FOR IiEAD SHOWN = %;' ELEVATION NAIL THIS PANEL W/ 8d ,4) 4" 1 TYP STUD WALL CONSTRUCTION AT HEADER Scale: 1/4" = F-0" 0 O BLOCKING a? ST6224 & 72" I I ST FOR 2 JST I W/ (8) 1 O SPACES Ih @ EA END f 1— - - - -� ST NAILSTUDS O 6d EA B / END DETAIL Scale: 1" = 1' -0" 4j" 2 { 14' { - -R 3/16 W/ (4) I�r + + r 5/8" O MB'S la, MID DEPTH {�� - - -- + + OF SMALL BM t- + ! + �+ + NOTCH LARGE GL BM AS REQ'D CCO W/ W, = 5 - 1/4" H =g.. L = 1 1" -TS5x5 TYP. TOP OF TS 5x5 SECTION NOTE: ALONG© PROVIDE 6" HIGH CURB 3 x 6 TREATED If W/ 3/4" 0 AB'S @ 36" o.c. SEE PLAN FOR SHEAR WALL REQUIREMENTS. 2 x 6 TREATED IT W/ 5/8" O AB'S @ 48" o.c. #5 CONT. z N - -- -_ 7-7777 {II 1�- Ili �r LU p 11 1 I I — Scale: 1" If WASHERS 3 x 3 x 3/16 @ ALL ANCHOR. BOLTS E IT f- �11r� �III,II 11T __711 y - 6 (2) #5 BOT. SEE PLAN - #4 Cu, 32" o.c. TYP. FOOTING FOR INTERIOR BEARING STUD WALL I NT. STUD WALL FOOTING a N �Q m z� �w z �n 0 J N Q ckf U Scale: 24 O (15" MIN) TYP. ALL CORNER BARS PLACE ALT CORNER BARS AS SHOWN 1 24 BAR O LAP TYP (15" MIN) -' y 2" MIN _ 611 MAX (TYP) 1 " = 1 -0" NOTES: 1) VERT REINF SHOWN IS ADD'L IF NORMAL WALL REINF IS NOT IN PROPER LOCATION. 2) CORNER BARS ARE SAME SIZE & SPACING AS HORIZ REINF. 3) ACI MIN 90 °. HOOK MAY BE SUBSTITUTED FOR CORNER BARS. _ (2) #4 z TYP. REINF PLACING PLAN FOR CONCRETE WALLS * USE IF ALL WALLS HAVE SINGLE LAYER OF REINF. DETAIL Scale: NO SCALE 1/2" PW C) 8d @ 6" o.c. VENTED BLOCKING 1 - SIMPSON A34 L AT 24" 1 MFR TRUSSES v -� - SIMPSON H 1 8d dl 2" F" EACH TRUSS TOP PLATES #I DF x 1/2" PW - 18' MIN. LAP 6" MIN T_ [-1I PW NAIL TOGETFIER W/ (2) ROW 16d (tJP 5" 2 x 8 WALL W/ STUDS CENTERED UNDER TRUSSES TYP. TRUSS TO STUD WALL CONNECTION ALONG nA , USE DBL TOP E S ELSEWHERE W/ (2) ROWS 8d = 4" EA WALL PW TO TOP E CONN. SECTION Scale: DETAIL Scale: 1" = 1' -011 LSTA 24 1/2" PW NAIL TO WEB 9'- 6" A.F.F. -` B.O. TJI �- 4' -0" 'CANTILEVER (5) TJI'S (2) TIMBERSTRANDS DETAIL Scale: III= 1' -0" v - GABLE END TRUSS 3 /4 "T &GPW SHEATHING v 2X4BLKG@PW PANEL EDGE NAIL W/ 8d @ 2" STAGGER 3/8" DETAIL Scale: 1" = 1' -01, GABLE END TRUSS l 2 x 'S FLAT @ 24" o.0 STIFFEN AS REQ'D TC CARRY DESIGN WIN LOAD, PROVIDE BLK @ ALL PANEL JOINT! 1/2" PW SHEATHING NAIL ABOVE LOW ROOF W/ 8d Ca 4" o. NAIL BELOW LOW ROOF W/ 8d 4 3 -1 O.C. TYP BUILT UP COLUMN DETAIL Scale: 1" = 1' -0" `-L DETAIL Scale: NOTE: ALONG 1(�' ,OA NOTE: ALONG (l(A ) & T SEE FDN PLAN FOR STUD USE 8" WALL WIDTH & USE 8" WALL WIDTH & SIZE, SPACING, SPECIES AND PROVIDE 6" CURB. PROVIDE 6" CURB, FOR SHEAR WALL DATA, TREATED WD (2) #4 TOP-- - R WASHERS (2) #4 TOP -WALL BEYOND (2) #4 TOP 3 x 3 x 3/16 -WALL BEYOND RIGID INSUL EXTENDS - ® -- RIGID INSUI EXTENDS 6" HIGH 2' -0" FROM FTGi 2' -0" FROM FTG �, ` CONC. CURB SLAB ON GRADE -; ...GRAVEL DRIVE SLAB ON GRADE I � " � `,� ,* FINISH GRADE ON GRADE , - J FINISH GRADE -- - -- ' �) 9,.':t3:` E • __ 1 ' �- :- jnn - _ lC, 1tI'I ,cn'r 1 tlu z - n '� � - f r11 11• �_ _. _ WI fi+ 1, I : I {- ___ I I I l J (- _ -! I 11- I 1 e� - -..III lt, a 111_ j I I -.._. 11 - -- U l III _ :I 111 111 II j+ _ U 1111 �a II N uj .I f . � 'I -r , ;�. -_� "`-- ---..�- M •1 - -I.I - : - :. -_- I -. :-i I � - _._. _ II- �,. _ _ - -. I _ -.___ • -___.- I I __ -y (___:_ - - -- -:r._.- _.1 --rr � -.�- I ..L:�Ji, ..._..Lll - .�_:i; r' I - __ ._.,� :._.._.__r•Ir „I_ I _ -___ I ,�._,.. _ _ ._.J. l�l_I _ . �� �.. _� I I 1 I _ -:_ I i, __ , ..:Jll I a l I — - r —I} 1f ;;, ,, .._ _ I t T t I � l l...,, 71. ,;� ,,r, _ 1111 j 1i�! !1,_I 'li I '�F 1 I 11 L1111�1_ _- :.lil1( -.�li „ i'i'i - _ Trt Ell, I{ {LILT. 111. 11LLE :IrC..: l 811 � - (2) #4 BGT. - (2) #4 BOT. f .r' r r- SEE PLAN #4} 32' o.c. SEE PLAN - #4 @ 32" O.C. z, ;' 4 B I-- .. 1 6 C, 2x6 WALLS #4 41 32 Q.C. r 8" Cpl 2x8 WALLS X u SEE PLAN cl� TYP. FOOTING AT TRUCK DOORS TYP, FOOTING AT MAN DOORS TYP. EXTERIOR FOOTING F-- EXTERIOR FOOTING EXTERIOR FOOTING / -- 1 EXTERIOR FOOTING SPREAD i._ FOOTING SCHEDULEI III 8d (0 4" h,c -. 514 x 4 F5.0 .- L 70 Cp, 24" o,c. ; U24 REINF r L_ r I �— ) I SEE PLAN I 9' LONGITUDINAL 2 x 4 On 24" o.c. - , " HI @ EA � ,l� uj `U Cm TRANSVERSE - -- - - -J X NOTES: 1) CENTER ALL FOOTINGS OUTLOOKER TYP HIGH - GENERAL NOTES. TYP ROOF ' GABLE END TRUSS W/ i F 3.0 3' 0.. ROOF TRUSS JOIST < 2 x 'S FLAT cw 24" O.C. STIFFEN AS REQ'D TO I F3.5 3' -6" 10' CARRY DESIGN WIND - L 50 @, 16" O.C. ri LOAD. PROVIDE BLKG - 16d SINKER @) @ ALL PANEL. JOINTS , � . 16" o,c. 1/2" PW SHEATHING - _. -.. `8d @ 6" o.c:. 5/8" PW ON END BLKD W/ 8d4_1 4" O.C. @ PANEL EDGES 2 x 8 @ 24" O.C. 20' OF CEILING NEAR ['A , END 8' ALL OF CEILING NEARCL) DETAIL Scale: 1" = 1' -011 LSTA 24 1/2" PW NAIL TO WEB 9'- 6" A.F.F. -` B.O. TJI �- 4' -0" 'CANTILEVER (5) TJI'S (2) TIMBERSTRANDS DETAIL Scale: III= 1' -0" v - GABLE END TRUSS 3 /4 "T &GPW SHEATHING v 2X4BLKG@PW PANEL EDGE NAIL W/ 8d @ 2" STAGGER 3/8" DETAIL Scale: 1" = 1' -01, GABLE END TRUSS l 2 x 'S FLAT @ 24" o.0 STIFFEN AS REQ'D TC CARRY DESIGN WIN LOAD, PROVIDE BLK @ ALL PANEL JOINT! 1/2" PW SHEATHING NAIL ABOVE LOW ROOF W/ 8d Ca 4" o. NAIL BELOW LOW ROOF W/ 8d 4 3 -1 O.C. TYP BUILT UP COLUMN DETAIL Scale: 1" = 1' -0" `-L DETAIL Scale: NOTE: ALONG 1(�' ,OA NOTE: ALONG (l(A ) & T SEE FDN PLAN FOR STUD USE 8" WALL WIDTH & USE 8" WALL WIDTH & SIZE, SPACING, SPECIES AND PROVIDE 6" CURB. PROVIDE 6" CURB, FOR SHEAR WALL DATA, TREATED WD (2) #4 TOP-- - R WASHERS (2) #4 TOP -WALL BEYOND (2) #4 TOP 3 x 3 x 3/16 -WALL BEYOND RIGID INSUL EXTENDS - ® -- RIGID INSUI EXTENDS 6" HIGH 2' -0" FROM FTGi 2' -0" FROM FTG �, ` CONC. CURB SLAB ON GRADE -; ...GRAVEL DRIVE SLAB ON GRADE I � " � `,� ,* FINISH GRADE ON GRADE , - J FINISH GRADE -- - -- ' �) 9,.':t3:` E • __ 1 ' �- :- jnn - _ lC, 1tI'I ,cn'r 1 tlu z - n '� � - f r11 11• �_ _. _ WI fi+ 1, I : I {- ___ I I I l J (- _ -! I 11- I 1 e� - -..III lt, a 111_ j I I -.._. 11 - -- U l III _ :I 111 111 II j+ _ U 1111 �a II N uj .I f . � 'I -r , ;�. -_� "`-- ---..�- M •1 - -I.I - : - :. -_- I -. :-i I � - _._. _ II- �,. _ _ - -. I _ -.___ • -___.- I I __ -y (___:_ - - -- -:r._.- _.1 --rr � -.�- I ..L:�Ji, ..._..Lll - .�_:i; r' I - __ ._.,� :._.._.__r•Ir „I_ I _ -___ I ,�._,.. _ _ ._.J. l�l_I _ . �� �.. _� I I 1 I _ -:_ I i, __ , ..:Jll I a l I — - r —I} 1f ;;, ,, .._ _ I t T t I � l l...,, 71. ,;� ,,r, _ 1111 j 1i�! !1,_I 'li I '�F 1 I 11 L1111�1_ _- :.lil1( -.�li „ i'i'i - _ Trt Ell, I{ {LILT. 111. 11LLE :IrC..: l 811 � - (2) #4 BGT. - (2) #4 BOT. f .r' r r- SEE PLAN #4} 32' o.c. SEE PLAN - #4 @ 32" O.C. z, ;' 4 B I-- .. 1 6 C, 2x6 WALLS #4 41 32 Q.C. r 8" Cpl 2x8 WALLS X u SEE PLAN cl� TYP. FOOTING AT TRUCK DOORS TYP, FOOTING AT MAN DOORS TYP. EXTERIOR FOOTING F-- EXTERIOR FOOTING EXTERIOR FOOTING / -- 1 EXTERIOR FOOTING Scale: Ill= 1' -0" Scale: 1" = 1' -0" SPREAD i._ FOOTING SCHEDULEI III N p- 0 F5.0 DIMENSIONS (5) #6 - REINF MARK �— ) I SEE PLAN I 9' LONGITUDINAL cd cv � EA WAY uj `U Cm TRANSVERSE - -- - - -J X NOTES: 1) CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE, Lu GENERAL NOTES. i F 3.0 3' 0.. 9„ 1 (3) #4 'I S7 Cyr I F3.5 3' -6" 10' Cy o ri O U cn �v O� %:� � J � U �N' 60. .r Q M 0 roe Q p LJLA Scale: Ill= 1' -0" Scale: 1" = 1' -0" "W" (EA. WAY) �6" MAX TYP. 1,1 _ 1 1J II IIll `Il�Illl_ �liJflk �: t REINF -' SECTION l -1 I 1 I,' STEEL TUBE COL. PAINT ALL STEEL_ BELOW CLR GRADE W/ ASPHALTIC EMULSION I(11 111 1 t I •� , fir � I IHill ' llliill AD FOOTING DETAILS Scale: NO SCALE Scale: Ill= 1' -0" + + 30# ASPHALT P 5/8" SATURATED FELT MIN. ALL AROUND COL. U Q CL I II ill Hill 1.' Aj I� J (I� ,11111)1T'llITIII - ;il' ,IL I�1111 ,11111, - III�I �1. III II , ';I II,I t1 -1111 I - 'il�li� �1�1 I _­iil;v�. BLOCK OUT FLOOR (4) 3/4" O AB'S TYP. FOOTING SEE SLAB AS REQ'D (4' DETAIL 8/S4.0 COLUMN FOOTING TYP. BASE FOR STEEL COLUMNS TYP. STEEL COLUMN BASE �-- �I J O O Z C Lu LL O c) U ll J .__j L.LJ I , SPREAD i._ FOOTING SCHEDULEI III F5.0 DIMENSIONS (5) #6 - REINF MARK F A SEE PLAN I 9' LONGITUDINAL ,tW,, .,t.. EA WAY SEE PLAN 9" -- TRANSVERSE - -- - - -J NOTES: 1) CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE, Lu GENERAL NOTES. i F 3.0 3' 0.. 9„ 1 (3) #4 'I I F3.5 3' -6" 10' 3 #5 ri "W" (EA. WAY) �6" MAX TYP. 1,1 _ 1 1J II IIll `Il�Illl_ �liJflk �: t REINF -' SECTION l -1 I 1 I,' STEEL TUBE COL. PAINT ALL STEEL_ BELOW CLR GRADE W/ ASPHALTIC EMULSION I(11 111 1 t I •� , fir � I IHill ' llliill AD FOOTING DETAILS Scale: NO SCALE Scale: Ill= 1' -0" + + 30# ASPHALT P 5/8" SATURATED FELT MIN. ALL AROUND COL. U Q CL I II ill Hill 1.' Aj I� J (I� ,11111)1T'llITIII - ;il' ,IL I�1111 ,11111, - III�I �1. III II , ';I II,I t1 -1111 I - 'il�li� �1�1 I _­iil;v�. BLOCK OUT FLOOR (4) 3/4" O AB'S TYP. FOOTING SEE SLAB AS REQ'D (4' DETAIL 8/S4.0 COLUMN FOOTING TYP. BASE FOR STEEL COLUMNS TYP. STEEL COLUMN BASE �-- �I J O O Z C Lu LL O c) U ll J .__j L.LJ I , F 4.5 a' 6'L -10" ... (4) #6 F5.0 5' -0" 11" - t (5) #6 - (4) #4... F A SEE PLAN I 9' LONGITUDINAL #4 @ 12 SEE PLAN 9" -- TRANSVERSE - -- - - -J NOTES: 1) CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE, 2) FOOTINGS SHALL BEAR ON UNDISTURBED OR COMPACTED MATERIAL, SEE GENERAL NOTES. TYPICAL SPRE "W" (EA. WAY) �6" MAX TYP. 1,1 _ 1 1J II IIll `Il�Illl_ �liJflk �: t REINF -' SECTION l -1 I 1 I,' STEEL TUBE COL. PAINT ALL STEEL_ BELOW CLR GRADE W/ ASPHALTIC EMULSION I(11 111 1 t I •� , fir � I IHill ' llliill AD FOOTING DETAILS Scale: NO SCALE Scale: Ill= 1' -0" + + 30# ASPHALT P 5/8" SATURATED FELT MIN. ALL AROUND COL. U Q CL I II ill Hill 1.' Aj I� J (I� ,11111)1T'llITIII - ;il' ,IL I�1111 ,11111, - III�I �1. III II , ';I II,I t1 -1111 I - 'il�li� �1�1 I _­iil;v�. BLOCK OUT FLOOR (4) 3/4" O AB'S TYP. FOOTING SEE SLAB AS REQ'D (4' DETAIL 8/S4.0 COLUMN FOOTING TYP. BASE FOR STEEL COLUMNS TYP. STEEL COLUMN BASE �-- �I J O O Z C Lu LL O c) U ll J .__j L.LJ I , _ 16' -6 -6 A.F.F. \.1 BRG OF TYP TRUSS DHAIL Scale: 1" = V -0" GL BEAM 5 -1 /8" X 4" GL COL ATTACH TO (4) 2 X 6 BELOW W/ CST 173 ON FAR FACE Z 0 Z w 0 iA 0 N to t E W d LL E o. 0 r N M a Scale OL C 5" MIN, 1„ ]]"MAX 2 D ETA I L 1 " = V-0" { , ECCQ 5 -4+ SDS 2.5 W/ W, =5- 1/4" i W =4„ H =7" 4" -,,,---GABLE END TRUSS W/ 6" - - " WIDE SLOT FOR BM & ECC DETAIL Scale: 1" = V -0" DETAIL STHD 8 Scale: 1" = F -0" DETAIL Scale: 1" = 1' -0" 1 /2 "0ALL SECTION Scale: 1" = 1' -0" ADDITIONAL STUD CSK BOLT HDS DBL STUDS MIN HTT 16: LTTI 31, PHD2 - SD33, OR _ HPAHD22 W/5/00" O AB EMBED 8" MINIMUM NAILING 8d Cal 6" GENERAL NOTES J663 2003IBCSSF.GN Standards All methods, materials and workmanship shall conform to the 2003 International Building Code (IBC) as amended and adopted by the local building official or applicable jurisdiction. DESIGN CRITERIA Off & 2nd Warehse Roof Floor Floor Vertical Loads: Dead Load Actual Actual Actual Live Load 25 PSF 75 PSF 150 PSF Lateral Forces Wind: Basic Wind Speed = 90 MPH Exposure B Seismic: Per IBC Sect. 16. Site Soil Class:D, Seismic Design Category D Soil Bearing Pressure: 2000 PSF (Assumed) All footings shall bear on firm, undisturbed earth or compacted backfill. CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I- II, and shall be ready -mixed per ASTM C -94. f'c =2500 PSI, maximum slump Minimum cement content 5 sacks per yard. Metal Reinforcement: All reinforcing shall conform to ASTM A -615, Grade 60. Splices shall be 30 bar diameter, 18" minimum. CARPENTRY Wood Sheathing (Structural) Plywood shall be Group 1 or Group 2 species, APA Graded CDX Grade or Oriented Strand Board, Exposure 1, APA Graded. All plywood shall have a span rating of 24/0 and shall be 7/16" minimum for the roof and 3/8" minimum for the walls. Plywood siding shall be APA rated siding with exterior exposure. Framing Lumber -Beams and Headers: "Doug Fir - Larch" No. 1 (fb =1300 psi, f„ =85 psi) - Joists and Purlins: "Doug Fir - Larch" No. 2 (fb =875 psi, f„ =95 psi) or "Hem - Fir" No. 2 (fb =850 psi, f,=75 psi) - Studs: "Doug -Fir" No. 1 and 2 or "Hem -Fir" No.2 See dwgs for studs @ tall walls. General Requirements: Provide minimum nailing per 2003 IBC Table 602.3(.1) more as otherwise shown. Pressure treat all wood in contact with concrete. Provide cut washers where bolt heads, nuts and lag screw heads bear on wood. Do not notch or drill structural members, except as allowed by IBC or as approved prior to installation. Framing Connectors: Shall meet the requirements of IBC 1715 and be manufactured by Simpson Company, San Leandro, CA, or approved equal. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted otherwise. Glue- Laminated Members: Conform to ANSI /AITC A190.1 -1983. Members shall be combination 24F -V4 Douglas Fir for simple spans (24F V8 Douglas Fir for cantilevered spans) with exterior glue. Architectural Appearance Grade where exposed to view, Industrial Appearance where not exposed to view. All members to have AITC or APA -EWS stamp. Camber 1 x dead load deflection minimum, or as shown on drawings. Metal Dlated Wood Trusses: Shall meet the requirements of IBC 2303.41 and be manufactured by an approved truss manufacturer. Trusses shall be designed for the above design criterion plus snow drift and any additional loads shown on the framing plan. Provide truss shop drawings stamped by a structural engineer licensed in the State of Washington. Trus- Joists: Shall be manufactured only in a Trus -Joist Corporation plant under the direction of the licensed Professional Engineer resident at the plant in accordance with approved shop drawings. Trus- Joists shall be designed to carry the loads listed in the design criterion plus snow drift and any additional loads indicated on the framing plan. Provide shop and installation drawings produced under the supervision of and bearing the stamp of a structural engineer licensed in the State of Washington. A Scale: In = 1' -0" T DETAIL Scale: I"= 1' 0" U ROOF PW NAIL TO TJ'S & BLOCKING PANELS W/ 10 d L, 4" / TJI JST HGRS 2 I TJI BLOCKING 3/4" PW PANELS W/ WEB FAR SIDE GABLE END TRUSS _ STIFFENERS ON TJI'S -' _ �. { -I ± 4' -0" DD 2 LAYER 1 /2" PW TO WE I TJI BLOCKING \ _ PANELS W/ WEB � I eKs ' OF BLKG THIS SIDE, NAIL ALL STIFFENERS ON TJI'S .0 AROUND W/ lOd X 3" 1/12" ALL THREAD X ' 6 ©± ' - -2 X 4 X 6' -8" MIN NAIL L 2 X 2 X 1 /4 W. (2) TO TJ'S & BLOCKING 5/8" 0 MB'S PANEL W/ 10d # 4" 5/16X3X3 CEILING k WASHER 11 DIAPHRAGM LOCATE 10' EA SIDE OF(3) D ETA Scale: I L 1" = 1' -0" 5 3" 1' -10" PROVIDEV' SPACE FROM TOP OF SLAM TO 2ND FLOOR FILL W/ 2 6 AFTER COLUMN IS ERECTED GABLE END TRUSS @(Q) 2x4 CONT. @ CEILING DIAPHRAM CUT AFTER ERECTION FOR COLUMN & ADD ST6236 51 SCALE: 1/4" = 1' -0" (C NAIL W 8d CGS' 4' -0" O.C. _ 16- 6 "AFFFF,� ' BRG OF TYP. TRU _ 13' -4 1/2" AFF TOP OF PLATE � _ 9' -6" A_FF� BOTTOM OF TJI '7 10 BUILDING SECTION AT WALL ONnL SCALE: 114" = 1' -0" J W J U J 0 0 U 0 V) }- __J Z rCtC1 M LLJ 0 U LLJ ui Project: LWJ Drawn: j 1/26/05 i i 0'_0" FF � �VI Sheet: S5.0 rc .� Cil c P C f: © � c•a va SV Ga �fi N 4� LU a u? N C> LLJ E U cry Uvi 00, 4W U Ff% 0 Q 51 Q) N j Q 4/ (D 0, C RAE Gl v U 0 U ry n n Lm (V u J W J U J 0 0 U 0 V) }- __J Z rCtC1 M LLJ 0 U LLJ ui Project: LWJ Drawn: j 1/26/05 i i 0'_0" FF � �VI Sheet: S5.0 I 4 "W@2'6 "I.E.- (27DFU) SEE CIVIL DRAWINGS FOR CONTINUATION. I I I I I I I I I �L� I i I 1 I .I_ -6" DUCTILE IRON FIRE P PROTECTION PIPE, CAP FOR FUTURE FUTURE GAS METER, CONNECTION. I -FUTURE GAS LINE. o n � - - - - - - - -- - - - --- - - 4 WCO - - - - 4,� 4 1 4 "VTR TOILET \ , \ \MECH. "1[_- _---- '- - -___ 21' 0 HALLWAY HALLWAY 1 %I ��� MANAGER'S OFFICE -- TOILET ro 2)) I F c II p L---- - - - - - -- _ ° - - -J L---- 'rc_$_==� '----- ------ - °__ - // \` .�J.. _ -.� _-- . _ _ - ._..J `� 1 _ ----------- _- - - -- _ _ -'-_-' II I I I OFFICE I� ? ------- - - - - -- I ( O - - - - - - - - - - - - - --(\I A) I ^_s I I I I I I I I I I ' 1 NORTH FOUNDATION MECHANICAL PLAN Scale: 1/8" = 1' -0" I _ -{ _ - - - - - - -_ -- - - - - - - -- t - - - - - --(IA) I I I I I I I I I I I I I I I I I I I I I I I NORTH FIRST FLOOR MECHANICAL PLAN Scale: 1/8" = 1' -0" ROOF _ _- ___4XVTR GENERAL NOTES 1Y2,) 2" V��1-- i 1Y2" 1 DIAGRAM PIINDICATES NFUTURE WORK NOT TO - -- , ---- r - - - - -- -- -- 2 --------- a_ =- - I - __- - -_ - -© -___ _ BE INCLUDED IN THIS PROJECT, ___- z �, 2„ z I O I 1 o 0 1 2� 2v > ` `1Y2" >� > 1Y2' 2" 4 z 2. ALL PLUMBING FIXTURES SHOWN ARE U, I c, I v v I © FUTURE FIXTURES NOT TO BE INCLUDED IN FIRST FLOOR d d THIS PROJECT, PROVIDE ROUGH -IN ONLY, I 4 2" 4' 2„ 2,) 4 1) L 4., 4)' 3�, 4" >� 4 "W 0 2'6 "I.E. 4" 4" (27DFU) CONSTRUCTION NOTES (D FUTURE HOT WATER TANK, O CAP AND PROVIDE SHUT -OFF VALVE FOR EXTENSION TO FUTURE EQUIPMENT, NORTH WASTE AND VENT RISER DIAGRAM CAP PIPING 6" AFF. PROVIDE THRUST BLOCK AT ELBOW, 3 - _ -- STUB UP CW, PROVIDE CHECK VALVE, SHUT -OFF VALVE AND CAP Scale: NO SCALE FOR EXTENSION TO FUTURE FIXTURES. P Lu FUTURE GAS METER, —_ CW HEADE--R,�' o n � 0 N 'TOILET ` \1 TOILET \ \ \MECH. "1[_- _---- '- - -___ 0 HALLWAY HALLWAY 1 %I ��� MANAGER'S OFFICE -- TOILET F c II p L---- - - - - - -- _ ° - - -J L---- 'rc_$_==� '----- ------ - °__ - // \` .�J.. _ -.� _-- . _ _ - ._..J `� 1 ----------- _- - - -- _ _ -'-_-' I I OFFICE I' II LOCKER ROOM ; ; STOR. I, I, uiU I III 2� u o -J, ��- - -___- REF. REF.WJ._ - � Lie= __- { RECEPTION / SECRETARY/ OPEN OFFICE �' \\ OFFICE I LUNCH/MEETING ROOM - -------- - - - - -- OFFICE I _ -{ _ - - - - - - -_ -- - - - - - - -- t - - - - - --(IA) I I I I I I I I I I I I I I I I I I I I I I I NORTH FIRST FLOOR MECHANICAL PLAN Scale: 1/8" = 1' -0" ROOF _ _- ___4XVTR GENERAL NOTES 1Y2,) 2" V��1-- i 1Y2" 1 DIAGRAM PIINDICATES NFUTURE WORK NOT TO - -- , ---- r - - - - -- -- -- 2 --------- a_ =- - I - __- - -_ - -© -___ _ BE INCLUDED IN THIS PROJECT, ___- z �, 2„ z I O I 1 o 0 1 2� 2v > ` `1Y2" >� > 1Y2' 2" 4 z 2. ALL PLUMBING FIXTURES SHOWN ARE U, I c, I v v I © FUTURE FIXTURES NOT TO BE INCLUDED IN FIRST FLOOR d d THIS PROJECT, PROVIDE ROUGH -IN ONLY, I 4 2" 4' 2„ 2,) 4 1) L 4., 4)' 3�, 4" >� 4 "W 0 2'6 "I.E. 4" 4" (27DFU) CONSTRUCTION NOTES (D FUTURE HOT WATER TANK, O CAP AND PROVIDE SHUT -OFF VALVE FOR EXTENSION TO FUTURE EQUIPMENT, NORTH WASTE AND VENT RISER DIAGRAM CAP PIPING 6" AFF. PROVIDE THRUST BLOCK AT ELBOW, 3 - _ -- STUB UP CW, PROVIDE CHECK VALVE, SHUT -OFF VALVE AND CAP Scale: NO SCALE FOR EXTENSION TO FUTURE FIXTURES. .......... .. .. z CL Q U z �C U w 04 0 z 0 0 Z w Cie-0 7 U LLJ Project: Drawn: JRH Sheet: M P Lu o n � 0 N V) !, 0 -10C 11 uiU .......... .. .. z CL Q U z �C U w 04 0 z 0 0 Z w Cie-0 7 U LLJ Project: Drawn: JRH Sheet: M v a� rn 3 b CD O O N I _o LI U w i M 0 0 0 N C) O N 3 E 00 N N Ln O O N N C O C O N EXISTING TELEPHONE PEDESTAL ( / I / I ' / I / I I / I / I / I I / I / I / , I / I I I / I I 4 � I I I I I I I I I I ELECTRICAL SITE PLAN Scale: 1" = 50' -0" 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 W z V) z W W 0 z u_, LL, 107A NORTH ELECTRICAL LEGEND BELOW SYMBOL DESCRIPTION ON CONDUCTORS FOR TERMINATION BY PSE. O SURFACE OR PENDANT MOUNT FLUORESCENT LIGHT FIXTURE 2� ROUTE (1) 4" CONDUIT WITH PULLWIRE FROM UTILITY FIXTURE WITH EMERGENCY BATTERY PACK ROUTE � FIXTURE WITH EMERGENCY BATTERY PACK PROVIDE 3" SAND BEDDING $3 THREE WAY SWITCH TRENCH �--�, CONDUIT STUB OUT (PROVIDE CONCRETE MARKER ON EXTERIOR) HOMERUN TO PANEL &CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING � RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB, P = PRIMARY , S = SECONDARY FLEXIBLE CONDUIT D JUNCTION BOX -SIZE PER CODE � 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) D TRANSFORMER -U" UTILITY POLE 1Q CONSTRUCTION NOTES W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. / / / / EXISTING TELEPHONE PEDESTAL ( / I / I ' / I / I I / I / I / I I / I / I / , I / I I I / I I 4 � I I I I I I I I I I ELECTRICAL SITE PLAN Scale: 1" = 50' -0" 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 W z V) z W W 0 z u_, LL, 107A NORTH CONSTRUCTION NOTES ROUTE ELECTRICAL LEGEND BELOW SYMBOL DESCRIPTION ON CONDUCTORS FOR TERMINATION BY PSE. O SURFACE OR PENDANT MOUNT FLUORESCENT LIGHT FIXTURE 2� ROUTE (1) 4" CONDUIT WITH PULLWIRE FROM UTILITY FIXTURE WITH EMERGENCY BATTERY PACK ROUTE � FIXTURE WITH EMERGENCY BATTERY PACK PROVIDE 3" SAND BEDDING $3 THREE WAY SWITCH TRENCH �--�, CONDUIT STUB OUT (PROVIDE CONCRETE MARKER ON EXTERIOR) HOMERUN TO PANEL &CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING � RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB, P = PRIMARY , S = SECONDARY FLEXIBLE CONDUIT D JUNCTION BOX -SIZE PER CODE � 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) D TRANSFORMER -U" UTILITY POLE 1Q CONSTRUCTION NOTES W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. CONSTRUCTION NOTES ROUTE (1) 4" CONDUIT WITH 4 #500 KCMIL 24" BELOW GRADE TO PSE UTILITY VAULT, LEAVE 15' PIGTAIL ON CONDUCTORS FOR TERMINATION BY PSE. TRENCH AND BACKFILL TO ORIGINAL CONDITIONS. 2� ROUTE (1) 4" CONDUIT WITH PULLWIRE FROM UTILITY VAULT 36" BELOW GRADE TO EXISTING UTILITY POLE. ROUTE SCHEDULE 80 PVC CONDUIT UP POLE PER PSE REQUIREMENTS. PROVIDE 3" SAND BEDDING UNDER CONDUIT AND 6" SAND COVER OVER CONDUIT. TRENCH AND BACKFILL TO ORIGINAL CONDITIONS. 3O 45KVA PAD MOUNT TRANSFORMER AND VAULT PROVIDED BY PSE, CONTRACTOR SHALL TRENCH HOLE FOR VAULT AND PROVIDE 6" CRUSHED ROCK BED FOR VAULT. PROVIDE BACKFILL AS NECESSARY, 4� ROUTE (1) 4" CONDUIT AND (2) 2" CONDUITS WITH PULLWIRE 24" BELOW GRADE FOR FUTURE PHONE, CABLE AND FIBER. PROVIDE MARKERS WHERE CONDUIT STUBS UP, TRENCH AND BACKFILL TO ORIGINAL CONDITIONS. GENERAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH PSE, CONTACT CLINT FAIR AT 360- 239 -2689 FOR ALL PSE REQUIREMENTS. �1 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL PSE FEES AND ASSOCIATED COST FOR PROVIDING ELECTRICAL SERVICE TO NEW BUILDING, TO PSE UTILITY TRANSFORI C.VS & METER BY P,S.E. METER BASE, CT CABINET & SOCKET BY E.C. . (4) 500 W/ GROUND MCM ELECTRICAL ONE LINE RISER DIAGRAM Scale: NONE 0 5m if l� U 'a' J 0. ci y ca Cie M E A LU ?Z a �1 0 z Z � < 1J GL Lu < U U Lu w U 0 w < q E c3 N Q3 it p c� E ,7t 4') �s N v z 0 0 C U z a L 0 C2 0 O u LJJ w off wnsfii,���� ��S1UNAL ��G` EXPIRES 7�t1/m8 Project: Drawn: SJ R Sheet: El *0 PANEL A - SERVICE RATED 3 pl� 4 WIRE 120/208 VOLTS 400A MAIN CIRCUIT BREAKER SURFACE MOUNT 42 POLES TOP FEED 10000 AIC MIN LOAD CIRCUIT DIRECTORY CIR. NO. CIRC. BRKR. A B C CIRC. BRKR. CIR. NO. CIRCUIT DIRECTORY LOAD 952 LIGHTING 1 1 P -20A 1 P -20A 2 SPARE 180 LIGHTING 3 1 P -20A JI III i 1 P -20A 4 SPARE } RECEPTACLES 5 1 P -20A 1 P -20A 6 SPARE SPACE 7 41 8 SPACE SPACE 9 41 .4 10 SPACE II SPACE 11 REF PW ii 'I II II I 12 SPACE SPACE 13 41 14 SPACE SPACE 15 41 16 SPACE SPACE 17 40 18 SPACE SPACE 19 41 20 SPACE SPACE 21 41 22 SPACE SPACE 23 24 SPACE SPACE 25 26 SPACE 27 0 3P /20A 28 SPACE ONLY SPACE 29 40 30 SPACE 31 10 32 SPACE 33 41 13P/20A 34 SPACE ONLY SPACE 35 40 36 SPACE 3 1 38 SPACE 39 3P/225A 40 SPACE ONLY SPACE 41 42 1132 TOTAL VA= 1,132 CURRENT 3 AMPS DIVERSITY % DEMAND VA= 1,370 DEMAND CURRENT 4 AMPS i I I 1 1 I i 1 I I I I I 1 L - - - -J L - - - -J L---- L - - - -J L - - - -J I I I I I ! i i NORTH _ELECTRICAL LIGHTING PLAN � PSE UTILITY M ET R ---� CONSTRUCTION NOTES Oi MOUNT FIXTURE ON TRUSS. O FIXTURE SHOWN FOR FUTURE INSTALLATION. MON'TW3 RX"TURE SCHEDULE SYMBOL DESCRIPTION LAMPS MOUNTING &REMARKS 'I" -1 FHB24 6 32 61 X72 120 (6) 32W T8 120V FUTURE FIXTURE 2/3 GEB LP641 174W F -1 L 2 96T8 120 GEB (2) ggW Tg 120V MOUNT ON TRUSS 118W I, 3 PANEL A I� I _ I `111 JI III i L _ ... } I I E_ rl .4 I I� , ii II REF PW ii 'I II II I _. U 'd' �y a O �j. I:. P�- Lu Lu m u UJI t,r') d W uJ 0 wJ CL LLJ �y LIJ Q V z V uJ .� o E 0 l'71 O. U N v � U lL N a� N v v �J -Q CV 0 z 0 `'0'''' -.L 00 5 Lu Cie0 V Lu LU EXPIRES 11121" 1 Project: Drawn: SJR