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HomeMy WebLinkAboutCOM Plot / Site Plans - 7/30/2020 Washington State Department of Natural Resources Belfair Administration Building Belfair, Washington b R Mission Creek Q , g Corrections Center PROJECT PROJECT LOCATION LOCATION G`�k m' q� PROJECT LOCATION MAP VICINITY MAP 9 U p� i P N As INDEX TO DRAWINGS g, SHT NO. DWG NO. SHEET TITLE 1 01 G-01 COVER SHEET 0 02 G-02 GENERAL NOTES.LEGEND AND ABBREVIATIONS 03 DM-01 DEMOLITION,TESC AND CLEARING AND GRUBBING PLAN j 04 DM-02 DEMOLITION,TESL AND CLEARING AND GRUBBING DETAILS i 05 HS-01 HARDSCAPE FLAN 06 GR-01 GRADING AND STORM PLAN 07 UT-01 UTILITY PLAN OB DT-01 HARDSCAPE DETAILS 09 DT-02 UTILITY DETAILS 3 i UTILITIES LOCATE NOTE KDDwwhars below. Call before you dig X THE LOCATION OF EXISTING UTILITIES SHOYM HEREON IS BASED ON INFORMATION OBTAINED FROM THE FIELD AND FROM RECORDS. g PARAMETRIX ASSUMES NO RESPONSIBILITY FOR EXACT LOCATION OF EIOSTMNG UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY THE EXACT SIZE,DEPTH,AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR 90 % REVIEW SUBMITTAL SHALL CALL FOR UNDERGROUND LOCATE AT 811 PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF EXISTING UNDERGROUND UTILITIES DEPICTED OR NOT DEPICTED ON THESE PLANS. NOT FOR CONSTRUCTION REVISIONS DATE BY DESIGNED a` PROJECT !_.�c [a>n1 ri,NCK. BECKER ONE INCH AT FULL SCALE. Pa�rametriX DRAWN IF NOT,SCALE ACCORDINGLY ENGINEERING PLAN', s �.ONMENTAl5IENCE5 WASHINGTON STATE DEPARTMENT 01 of 09 K. BECKER M r C� ---- OF NATURAL RESOURCES CHECKED PS1795028—CV ,� COVER SHEET J No YLJ/� ALAS' 101939'TH AVENUE SE,SUITE 100IPUYALLUP,WA98374 BELFAIRADMINISTRATIONBUILDING G-01 214-1795-028 \V�� P 253.604,6600 APPROVED DATE LY 2020 Q WWW.PARAMETRIXCOM BELFAIR.WASHINGTON LEGEND-EXISTING ABBREVIATIONS GENERAL NOTES BUILDING OUTLINE ADDL ADDITIONAL LF LINEAR FEET.LINEAR FOOT 1. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS,LABOR,AND EQUIPMENT NECESSARY TO ADJ ADJUSTABLE LG LENGTH LONG COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE COUNTY. AGG AGGREGATE LIN LINEAR CATCH BASIN ALLOW ALLOWANCE.ALLOWABLE LN LANE 2. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTMTIES WITH ADJACENT PROPERTY OWNERS.DRIVEWAYS TO REMAIN STORM MANHOLE AMR AMOUNT LT LEFT ACCESSIBLE AT ALL TIMES. GAS VALVE ANG ANGLE LTG LIGHTING AP,APPD ANGLE POINT APPROVED MAN MANUAL 3. INSTALL STRAW BALE BARRIERS,SILT FENCE,WATTLES.SEDIMENT TRAPS,AND OTHER NECESSARY EROSION CONTROL MEASURES TO FIRE HYDRANT APPROX APPROXIMATE MATE. MATERIAL PREVENT EROSION AND KEEP SILT AND CONTAMINATED WATER FROM LEAVING THE PROJECT LIMITS.EROSION CONTROL MEASURES LUMINARY APWA AMERICAN PUBLIC WORKS ASSOCIATION MH MANHOLE SHALL BE INSTALLED AND MAINTAINED PER MASON COUNTY AND DEPARTMENT OF ECOLOGY STANDARDS BY THE CONTRACTOR. MAILBOX ARV AIR RELEASE VALVE MIN MINIMUM,MINUTE J-BOX ASPH ASPHALT MISC MISCELLANEOUS 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL'PRECONSTRUCTION'STATE OR BETTER AS ASSY ASSEMBLY MON MONUMENT DETERMINED BY THE OWNER AND COUNTY INSPECTOR. POWER POLE ANCHOR ATB ASPHALT TREATED BASE MPH MILES PER HOUR POWER POLE AVE AVENUE MTL METAL 5. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION(LATEST EDITION)UNLESS OTHERWISE SUPERSEDED POWER RISER AVG AVERAGE MW MONITORING WELL BY COUNTY STANDARDS. POWER VAULT BC BEGINNING OF CURVE,BOLT CIRCLE N NORTH,NORTHING BCR BEGINNING OF CURVE CENTER NIC NOT N CONTRACT 6. MAINTAIN IT MIN HORIZONTAL AND 1.5 MN VERTICAL SEPARATION BETWEEN WATER AND SEWER MAINS UNLESS OTHERWISE NOTED. BF BLIND FLANGE NO. NUMBER SANITARY CLEANOUT BLDG BUILDING NTS NOT TO SCALE 7 A MINIMUM 64NCH SAND CUSHION IS REQUIRED FOR ANY UTILITY LINE WITHIN 64NCHES OF ANOTHER UTILITY LINE AT CROSSING. SANITARY SEWER MANHOLE BLVD BOULEVARD P PUMP,POWER SIGN BM BEAM.BENCH MARK PC POINT OF CURVATURE 8 PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY.BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. PO BLOW OFF PCC PORTLAND CEMENT CONCRETE SIGNAL LUMINARY BOT BOTTOM PCY PRESSURE CONTROL VALVE 9 SYMBOLS ARE NOT TRUE SIZE SURVEY MONUMENT BRG BEARING PERF PERFORATE.PERFORATED TELEPHONE MANHOLE BVC 8EG11 VERTICAL CURVE PH PHASE CALC CALCULATION PI POINT OF INTERSECTION,PRESSURE INDICATOR TELEPHONE RISER CAP CAPACITY PNC POINT OF INTERSECTION FOR VERTICAL CURVE WATER METER CB CATCH BASIN PP POWER POLE WATER VALVE CCP COONCRETE CYLINDER PIPE PRV PRESSURE REGULATING VALVE.PRESSURE RELIEF VALVE, CCSP CONCRETE LINED AND COATED STEEL PIPE PRESSURE REDUCING VALVE CEM CEMENT PS PRESSURE SWITCH ALIGNMENT RIGHT OF WAY LINE CHV CHECK VALVE PSI POUNDS PER SQUARE INCH ASPHALT LINE CI CAST IRON PT POINT OF TANGENCY POINT DITCH CENTERLINE CIP CAST IN PLACE.CAST IRON PIPE Pv PLUG VALVE CUR CLEAR,CLEARANCE PN POINT OF VERTICAL INTERSECTION FENCE-WOOD CND CONDUIT PVT PAVEMENT.PAVING,PRIVATE EXISTING GRAVEL ROAD CO COUNTY.CUEMDUT PWR POWER HIGH WATER MARK CONIC CONCRETE QTY OUANTITY MINOR CONTOURS CONN CONNECT,CONNECTION QUAL QUALITY MAJOR CONTOURS CONST CONSTRUCT,CONSTRUCTION R RISER CONT CONTINUE.CONTINUOUS READ RADIUS SANITARY SEWER LINE CONTR CONTRACTOR RCP REINFORCED CONCRETE PIPE ^8. STORM DRAIN LINE COCRD COORDINATE RD ROAD,ROOF DRAIN WATER BANK LINE CSBC CRUSHED SURFACING BASE COURSE RED REDUCER WATER MAIN CSTC CRUSHED SURFACING TOP COURSE REF REFERENCE CTR CENTER REDD REQUIRED g RIGHT-OF-WAY BOUNDARY CUFF CUBIC FOOT,CUBIC FEET FEET RETAINING,RETURN PROPERTY BOUNDARY CULv CULVERT REV REVERSE,REVISE CV CONTROL VALVE ROT ROTATE CY CUBIC YARD ROW RIGHT OF WAY D DEPTH,DENSITY,DRAIN.DRAINAGE RT RIGHT DOE. DOUBLE RV RELIEF VALVE DEG DEGREE RW RIGHT OF WAY DEMO DEMOLITION S SOUTH DEPT DEPARTMENT SCH SCHEDULE LEGEND-PROPOSED DET DETAIL SD STORM DRAIN DI DUCTILE IRON SDMH STORM DRAIN MANHOLE ALIGNMENT CENTERLINE DDIIM DIAMETER AMENSIION SECT S SE SECTION UATION WATER MAIN CAP DIP DUCTILE IRON PIPE SEG SEGMENT m WATER PIPE FITTING DIST DISTANCE.DISTRICT SERV SERVICE DSGN DESIGN SIG SIGNAL WATER VALVE DWG DRAWING SL SLOPE,RAW SLUDGE E EAST,EASTING SPA SPACE,SPACES EA EACH SPEC SPECIFICATION WATER MAIN EC END OF CURVE SPG SPACING y EL ELEVATION So SQUARE F ELL ELBOW SOFT SQUARE FOOT,SQUARE FEET FIRE HYDRANT EDP EDGE OF PAVEMENT SON SQUAREINCH,SOUAREINCHES WATER SERVICE WIMETER EOUP EOUFLIENT SQYD SQUARE YARD.SQUARE YARDS / EVC END VERTICAL CURVE SS SANITARY SEWER PRESSURE RELIEF VALVE EXIST,EX EXISTING SSMH SANITARY SEWER MANHOLE EL EXCAVATE ST STREET FCR FINE CRUSHED ROCK STA STATION ,A FG FINISH GRADE STD STANDARD FH FIRE HYDRANT SUR SURFACE s FIN FINISH.FINISHED SURV SURVEY �^ FL FLOW LINE SYS SYSTEM g DETAIL AND SECTION DESIGNATION FUG T FLANGE,FLANGED TAM, TANGENT FM FORCE MAIN TEL TELEPHONE G GAS TEMP TEMPERATURE,TEMPORARY INDICATES DETAIL INDICATES SECTION GND GROUND THK THICK.THICKNESS NUMBER LETTER GR GRADE THRU THROUGH GV GATE VALVE T NK TOP OF BA M HIGH TODOC TOP OF CONCRETE,TOP OF CURB 4 INDICATES DRAWIN&SHEET 5 INDICATES DRAWING/SHEET HORIZ HORIZONTAL TOT TOTAL WHERE DETAIL IS SHOWN WHERE SECTION IS SHOWN HT HEIGHT TOW TOP OFwAu ID INSIDE DIAMETER TIP TYPICAL 1 2 IE INVERT ELEVATION UG UNDERGROUND IN INCH UP UTILITY POLE i INCL INCLUDE,INCLUDING UPR UPPER ! DETAIL OR SECTION APPEARS ON INSn INSTALL.INSTALLATION V VALVE,VENT.VOLT THE SAME DRAWING/SHEET TNT INTERIOR,INTERSECTION VAR VARIES,VARIABLE g INV INVERT VERT VERTICAL q B JUNCTION BOX VOL VOLUME J i CT JUNCTION W WATER.WATT,WEST.WIDTH INDICATES DETAIL NUMBER INDICATES SECTION LETTER LAT LATERAL,LATITUDE WD WIDE,WOOD LB POUND WM WATER METER SUBTITLE SUBTITLE USE. LABEL WS WATER SURFACE DETAIL �\ SECTION �A1 WT �G GTON STATE DEPARTMENT OF TRANSPORTATION HT SCALE 4 SCALE 5 XFMR TRANSFORMER XSECT CROSS-SECTION IL YD YARD I101Y Wh2Y6 below. INDICATES DRAWINGISHEET INDICATES DRAWINGISHEET YR YEAR Call before you dig, WHERE DETAIL IS REFERRED TO WHERE SECTION IS REFERRED TO o� 90% REVIEW SUBMITTAL PAY Nf ,, p� NOT FOR CONSTRUCTION C� i c> PENSIONS DATE BY DESIGNEDK. EIED?(ER PROJECT NAME EP.+.ht N;NO ONE INCH AT FULL SCALE. Parametrft 02 OF 09 DRAWN IF NOT,SCALE ACCORDINGLY ENGINEERING PUNNING.ENWRONMENTALSCIENCES WASHINGTON STATE DEPARTMENT- K. BEO(ER FILE NAME GENERAL NOTES LEGEND CHECKED PS1795028-CV /\� ,XXX/222aaa]]] `4 ---- OF NATURAL RESOURCES JI1 TH Nu \VJ/� pu��� 101939AVENUESE,SUITE1001PUYALLUP,WA98374 BELFAIR ADMINISTRATION BUILDING AND ABBREVIATIONS 2E14-1795-028 \vn� P253,604.66M G-02 APPROVED LATJULY 2020 VV WWW.PAAAM�IX.COM BELFAIR.WASHINGTON S I LEGEND -----CONSTRUCTION LIMITS —O---O---O—SILT FENCE REMOVE SITE FEATURE CLEAR AND GRUB AS NECESSARY REMOVE EXISTING GRAVEL AREA CONSTRUCTION NOTES 0 MAINTAIN AND PROTECT EXISTING BULDING DURING CONSTRUCTION OF PROPOSED BUILDING.EXISTING BUILDING TO REMAIN OPERATIONAL DURING CONSTRUCTION UNTIL PROPOSED BUILDING IS OPERATIONAL. DEMOUSH AND REMOVE EXISTING BUILDING AFTER PROPOSED BUILDING IS COMPLETE AND OPERATIONAL. MAINTAIN AND PROTECT EXISTING UTILITY. �\ 3 MAINTAIN AND PROTECT EXISTING UTILITY DURING CONSTRUCTION. EXISTING UTILITY TO REMAIN IN USE UNTIL PROPOSED UTILITIES ARE f \/ OPERATIONAL.CUT,CAP AND ABANDON AND/OR REMOVE EXISTING `S UTILITY AFTER PROPOSED BUILDING IS OPERATIONAL. EXISTING SHED 0 MAINTAIN AND PROTECT EXISTING BUILDING. EXISTING O PRESERVE AND PROTECT EXISTING GRAVEL PARKING AREA EXISTING SHED WOOD ---------- SHED 2 EXISTING OFFICE BUILDING I —EXISTING COMMUNICATION VAULT GENERAL NOTES 1. PROTECT AND MAINTAIN EXISTING VEGETATION AND TREES 2. STRAW BALE BARKERS,WATTLES,AND OTHER NECESSARY TESC MEASURES �\ TO BE INSTALLED BY CONTRACTOR AS NEEDED OR AS DIRECTED BY OWNER. /\\ \• SEE DETAILS ON SHEET DM-02. 3 INSTALL SILT FENCE BEFORE CLEARING AND GRUBBING BEGIN PER � STD PLAN N30.1041Q.ONLY SMALL AREAS OF CLEARING REQUIRED TOO INSTALL THE SILT FENCE IS ACCEPTABLE BEFORE THE SILT FENCE IS INSTALLED.SEE DETAIL ON SHEET DM-02. - AS^ \ \ 4. ALL DISTURBED ARE TO BE STABILIZED TO PRECONSTRUCTION CONDITION OR BETTER 5 PRESERVE AND PROTECT EXISTING ASPHALT NOT SHOWN FOR REMOVAL o /"�Y 6 MAINTAIN AND PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THESE PLAINS. EXISTING 2 STORAGE BUILDING o 4 p s r� x / � %j i g EXISTING OFFICE BUILDING N • SCALE IN FEET a 0 2LY 40' Know whaYs below. Call before you dig. NOTE:SYMBOLS NOT TO SCALE 90% REVIEW SUBMITTAL O� NW4, N NOT FOR CONSTRUCTION 03 REY1soNs DAZE BY N�ECKER parametffu PROJECT NAME D OF NO d ONE INCH AT FULL SCALE. O3 OF 09 DRAWN NFL NA"SCALE ACCORDINGLY r ENGINFTF.! .,.... ENVIRONMENTAL SCIENCES WASOF NATURAL RE DEPART0URCEMENTK. DEMOLITION TESL AND � cnEaEO��� PS1795026—DM 14^'e'9+ ---- OF NATURAL RESOURCES � N J Nn '�oRAl.es`O 101939TH AVENUE SE,SUITE l00PUYALLUP,WA9837C BELFAIR ADMINISTRATION BUILDING CLEARING AND GRUBBING PLAN K 214-1795-028 Q \S" P253604.6600 DM-01 APPROVED DATE LY 2020 WWW PA"ETRIX.COM SELFAIR.WASHINGTON S JU ran-wY Pro ws.Pn ArM \ 110[PA A wVA61T,wTaYAN IAYK � � NOT!s a aiwiwi:�nTh•nw� 1 bMw Mwmrdl�aMYo baV„rlplN vC[mV.mpM,! EaA Iaw1C .-_�T �b,�a Yan IbM9 ravb W w4r d M Yv E -cdrtau[E 1 NMb.tlW a n aDabr .m SUMrA Su' alubon t. M mr,Yrrf,u n acrObas wb lWYrr�8 it!!w, IC tm, a mwr,u baJ[re SM�,I[+!a lOt.]I1 P, Lw.x"A All!N j"sM rmnwn�Pryo1pe s sps Mr a..a owe a m.w a..ro'anAnb n k � aNu! � Sna.V bml aAP,.,a d wma o..w agaar Yrla _ w.orwbrr[abmr>wro.�.n[wy mn�•[.ama , ,awvam.o vwr,r� ar.e,.v., Nl,lelMaP u+w lr PmNd Erprrr wpalNa ti asaaaeon � !M�a�A�l npm j / r�M .aal,r a,na w.,dr,..na�auMy a,op.ebf m� I. YNNI r wW b nwg0 mdaa is ] w-b p (awd wrwNa 4 N v Jr[b n^t'+aabro .ArAe it AaaAVN1 rmq a,M a nrrrr b P.wa utlNo�vq ,a[wr ♦ blAi wNMa PMPw—m A>.N v caW. we wrM, � �"! � s nAAln ll,r a+wldM NEAPN.alN bnwewN[rlr p raYY Pasbw Nall.b YbV.MT Twb tivggNr •lala sra a wlbla� i •V i / d 10 / I..• T w[.m se„ew sr.r:num,as 4161 a mbwl IAMwwWlesA / w �: awr,a,u aaA aTrWlo-a rtAMMab \� � _ rnmr ''' nar Tols,s irala mrl PMafLTAM1M 1 Non WrTtil>Rm wGM,bM rbm�,IAMN!T,e P.ule py[, •'I Ile - .'wae't10 T ucarn[m'�ACAO"naw a famrn m S' I P-M100° ,�u mrry ,( AMw��rlsMMsw TYPIGL OWALAI MOMTAL "-'.• P[wx vew TwLaall wOMA ,..�"/ ':: ' amaze MrAs.raaAr raA ^•^� __ _ pp .aaT _ �./ . .wnml,s.lnbNAw,Pw M+awalAllPrPl ,.fa.u.[ / �� T Marran[ cv[[wun o. Ewlnu WATBA MAf'Jp TAM.! 6,[6 aCrtl A+aWa � wAr1 MATAY n.OI! w[.,E•it _—. '�•w�..�..r..�` y SILT FENCE w:N w-P "^ WATTLE INSTALLATION ■ WITH BACKUP SUPPORT ON SLOPE Y STANDARD P FS0.1042 w.R M-P STANDARD PLAN 1-30.30-01 b � roa�MswrrBTAar�rwa�M�w.rw°"'lP Tlwar�+,b LANo.oa w:w w.P *iva nrwm. c N PYco�BMbtlN I Y1277 O PMCo BYotlC/[■ Y/VIS N MNA=aTAL - � -r MCROM A IT.n�— T ig wla rain MbN� .o.1wP,.r a.�ar. WATRL MMTALUIIOM ON anPe � "� _ aw OWllM - s w� - ���SlCT T �lm�ns•m+,.l w. mrr ur mw aa[aru � I �. ..e „rriwal" araFY�Fr ara,aF. b�11� pl.e paECTFOTnrt rVr'A�n��TaF��• / I F- P, 110METRIG vWwl STABILIZED CONSTRUCTION ENTRANCE a, a[rtA,dAO YtlPJnbN wa',P M M t � W,id allMnV i -_- Pally OPwVT _ 1 's PA=RNI vaw0PLas V W�A l fa,•w rd 6AMM1 "T - _ _ _ _ � ..•aPElR NC/.vama x.PgIwOU W,V afU„Ea --, � I� a•x-ballwPa lrtERa lMMIa�V r I MISCELLANEOUS rvnrwL lecT,oN EROSION CONTROL DETAILS % STANDARD PLAN I_80.10.02 NOTI Mnl[olru0lML NOTION o�:"rtrai'arm-- - arwllrra ruwAwrn+ 0 mlAlMi�°'�°mnl.`a�E:,�`:K"aa���aE..aa..A. ,...[aw �•va«94Y .....,� TEMPORARY SEDIMENT^TRAP as +rrt •-+-4-}-..-- ..— 4 • i s aKnow whars below. Call before you dig. e 90% REVIEW SUBMITTAL 0 NOT FOR CONSTRUCTION a C> REASIONS DATE BY DESK � PRO,ECT 1-F DRAWING NO. ONE INCH AT PULL SCALE. Parametfix 04 OF 09 DRAWN IF NOT,SCALE ACCORDINGLY ENGINEERv. -.-',.1.'; -�•., I'JrAtKIENCES WASHINGTON STATE DEPARTMENT DEMOLITION TESL AND rR rR K.OMER Ha NAM026—DM TM�+`4 ---- OF NATURAL RESOURCES s r cNEam JOB No \�(J�J�pS� auLE� 101939TNAVENUESE,SUITESOO IPUYALLUP.WAa_R: , BELFAIR ADMINISTRATION BUILDING CLEARING AND GRUBBING PLAN IPPROYED C4T5ULY 2920 \ \V!V PWWW.PARAMETRI%.CDM BELFAIR,WASHINGTON DM-02 S JFULr 202o V EXISTING GRAVEL PARKING AREA LEGEND TO REMAIN AND PROVIDE PARKING CEMENT CONCRETE • FOR PROPOSED BUILDING GRAVEL LANDSPACE.MATCH EXISTING —EXISTING GRAVEL ADA PARKING STALL AND ACCESS AISLE °01 CONSTRUCTION NOTES TO BE CONSTRUCTED AFTER PROPOSED O INSTALL CEMENT CONCRETE SIDEWALK PER WSDOT STD.PLAN F-30.1003 SEE BUILDING IS OPERATIONAL AND Qy Q 1 SHEET DT-01 DEMOLITION OF EXISTING BUILDING ■�Tyi�� BLOCK WALL PER MANUFACTURER O PARKING SPACE LAYOUTS PER WSDOT S .PLAN M-17.1002 ON SHEET DT-01 RECOMMENDATIONS,TO BE LAID OUT IN d FIELD AND ASSUMED 7 TALL:20'LONG O INSTALL ADA PARKING SIGNAGE ON BOLLARD PER DETAILS 1 AND 2 ON SHEET OT-01 2 GENERAL NOTES 3 RAMP PER ARCHITECTURAL PLANS 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT SO 15.0 SI' NECESSARY TO COMPLETE THIS WORK i p ti 2. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES. 3 CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. ♦ i p t+L i i 1 p a a O c y -9 y ` i PROPOSED i p BUILDING WE=L7� e - -�Wc-. i p d rn O® 3 � s % G• Y m � a i S ° a a0 p a` o yG a i N k ♦ Y# i1' + 1 y i o ♦ ♦ i i D ♦ i ♦ c y to 7A J, i r ♦ / 7 ♦ 4 �_ ♦ N i SCALE IN FEET 5 o i 0 10, 20' Know Wi below. Call before you dig. NOTE: 90% REVIEW SUBMITTAL r KNI',, p�S" sYMBasNOT7oscALE NOT FOR CONSTRUCTION i RE•i'ii CIJS DATE BY DESIGNED � s �/ 7BELFAIR .F ,- K. ONE INCH AT FULL SCALE. Parametrix DRAW„ IF NOT,SCALE ACCORDINGLY EN<�'.': ",• aoNNENTa sDENCEs TON STATE DEPARTMENT 05 OF 09 FILE:NAME6� ---- TURAL RESOURCES �„ PS1795020—HS /\� � HARDSCAPE PLAN J No CO< �AAg� 101939THAVENUESE,SUITE1001PUYALLUP,WA98374 DMINISTRATION BUILDING HS-01 APPROVED DATE214-1795-028 O \�� PyyWW.PAMMTRIX.COM WASHiNGTON 3 JULY 2020 GENERAL NOTES t CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND -EXISTING GRAVEL EQUIPMENT NECESSARY TO COMPLETE THIS WORK. PARKING AREA 2. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES PRIOR TO START OF CONSTRUCTION.IF VARIATIONS IN GRADES ARE PRESENT,CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER TO PROVIDE UPDATED DESIGN. -� ABBREVIATIONS II BS BOTTOM OF STEP LC 469.00 iC4d.13 I FFE FINISHED FLOOR ELEVATION TC TOP OF CONCRETE TS TOP OF STEP I �G DIREC NNANP PARKING GRADING QUANTITIES II STALL AND ACCESS AISLE / - CUT=40 CUBIC YARDS TC 489.05 FILL=35 CUBIC YARDS / TC 489.00-, �4 '� //-TC411111,17 ARCHITECTURAL PLANS TC 409.06 TC47021 TC 409.13 -- ---TC 47021 / \ TC 489.09 - TS 47026 / TC 469.02 BS 469.68 TC4 N1 1.0% 1.0% � a CONNECT TO BUILDING I n ROOF DOWNSPOUTS PER TS 4690 ARCHITECTURAL PLAN BS 469 10-' TC 470.32 �e !,D% TS 469.74 11 LF OF P STORM DRAIN I MAX BS 469.16- TS 470.32 PIPE 2.0%MN SLOPE - TS 469.74 BS 469.74 d•' 781f OF 6' SS 469.16 STORM DRAIN a TS 470.32 PIPE 2.0%MN SLOPE &S 46174 TS 469.68 ° TC 470.32 BS 469.10 3 TS 47028 BS 469.68 TC 47028 - --f s I PROPOSED I BUILDING SS--SS--Ss- Ss I. FFE:470.32' - s a � W J_ j I i � 2A% Y MAX TC 470.32 TC 470.32 CONNECT TO BUILDING ROOF DOWNSPOUTS PER CONNECT TO BUILDINGG° ARCHITECTURAL PLAN ROOF DOWNSPOUTS PER ARCHITECTURAL PLAN TC 17022 ° 20% �a 1 514 � 131E OF 6'STORM DRAW MAX 4 d PPE 2.0%MIN SLOPE _ 13 LF OF 6'STORM DRAIN PIPE 2.0%MN SLOPE TS 488.72 TS 470.30 BS 469.1/ ; BS 469.72 41 LF OF 6'STORM DRAIN TS 46& -TS 470.22 PPE 2.0%MN SLOPE BS 489.06 06- BS 469,64 DISPERSION TRENCH PER 0 7 DETAIL ON SHEET OT-02 _ N LF Of 6'STORM DRAIN 3 ' PPE 2.0%MN SLOPE 8 LF OF 6'STORM DRAIN o \ PIPE 2,0%MN SLOPE i -28 LF OF 6'STORM DRAIN • _ PPE 2.0%MIN SLOPE It SCALE IN FEET 5 0 10' 20' Know wN1aCs b610W. Call before you dig. NOTE: 90% REVIEW SUBMITTAL aKL` D �S� srw'Bo`SNOTTosCALE N' NOT FOR CONSTRUCTION �p C, RE`,iS_i!'i DATE BY DESIGNED y PROJECT�l-E DRAMNG N0. K. BECKER ONE INCH AT FULL SCALE. Paramet(x 06 OF 09 DRAMN IF NOT,SCALE ACCORDINGLY ?11'+IG.ENVIRONMENTAI SCIENCES WASHINGTON STATE DEPARTMENT K.BECI(ERFILE NAMEafeY3��`� ---- OF NATURAL RESOURCES CHECKED PS7795028-HS �, GRADING AND STORM PLAN /� au e ;s19 39 4 6600AVENUE SE,SUITE Too PurnuuP,wa 9937a BELFAIR ADMINISTRATION BUILDING GR-V1 E14-1795-028 R 253.PARR 00 APPROVED OATS LY 2020 WWW.PARAMETRIX.COM BELFAIR,WASHINGTON GENERAL NOTES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK.MISCELLANEOUS EQUIPMENT NOT SHOWN OR IDENTIFIED BUT NECESSARY TO COMPLETE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL VERIFY DIMENSIONS.ELEVATIONS AND LOCATIONS PRIOR TO I--------------------_----I CONSTRUCTION. I I 3. MAINTAIN 3 FEET MIN COVER OVER SEWER SERVICES FROM FINISHED GRADE UNLESS OTHERWISE NOTED. 4. MAINTAIN 10 FEET MIN HORIZONTAL AND 1.5 FEET MIN VERTICAL SEPARATION BETWEEN WATER AND SEWER MAINS UNLESS OTHERWISE NOTED. I n I 5 A MINIMUM 64NCH SAND CUSHION IS REWIRED FOR ANY UTILITY LINE WITHINWNCHES OF ILI^S 131 ANOTHER UTILITY LINE AT CROSSING. 6 PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY.BID QUANTITIES SHALL BE —EXISTING COMMUNICATION VAULT CALCULATED AS REQUIRED. / I 7. POTHOLE AND VERIFY EXACT LOCATIONS OF UTILITIES PRIOR TO INSTALLATION OF UTILITIES. / B. ALL CONSTRUCTION MUST COMPLY WITH WSDOT STANDARD SPECIFICATIONS(LATEST —J EDITION).AND COUNTY,STATE,AND FEDERAL REGULATIONS. 9. SEWER SERVICE CONNECTIONS SHALL BE MINIMUM 2.0%SLOPE.CONTRACTOR SHALL \ COORDINATE CONNECTION OF SEWER SERVICE WITH BUILDING ARCHITECTURAL PLANS / 10. SYMBOLS ARE NOT TRUE SIZE. EXISTING UTILITY TO REMAIN IN USE LI411 / \\\ 11. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. PROPOSED UTILITIES ARE OPERATIONAL a • n I 4 CONNECT TO EXISTING SANITARY I •4 SEWER SERVICE,CONTRACTOR TO A VERIFY EXACT LOCATION IN FIEND, SEE DETAIL ON SHEET DT-02 I • - = 4'-WYE(MJ) I d 4'-45'BEND �^ I N o EXISTING SEWER MNN I 'W CONTRACTOR TO POTHOLE —CLEAN OUT,SEE 8 LOCATION BEFORE DETAIL ON SHEET I SERVICE LINE IS INSTALLED DT-02 _ 3 —14 LF 4'PVC SANITARY SEE DETAIL ON I EXISTING WATER MAIN SEWER @2.0%MIN SHEET DT-02 4 PROPOSED CONTRACTOR TO POTHOLE 4'-2212'BEND I • BUILDING LOCATION BEFORE I \ SERVICE LINE IS INSTALLED 52 LF 4'PVC SANITARY c SEWER 02.0%MIN I 4 g y SANITARY SEWER SERVICE EXISTING SANITARY BUILDING CONNECTION,SEE SEWER SERVICE p ARCHITECTURAL PLANS FOR EXACT LOCATION 0 ` CONNECT TO EXISTING WATER MAIN,CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD T-TEE WA `64 LF?PVC WATER WATER SERVICE BUILDING s 2'-2212'BEND SERVICE MAN (2)2'-GATE VALVES CONNECTION,SEE 7 CAP ® ARCHITECTURAL PLANS O FOR EXACT LOCATION D� vl S � E1118TN8 WA7618@lVICE d u i � a d � e d` - EO 6"SD 6"SD s i r 0 i i S fa yi 5 SCALE IN FEET 6iii2!!!6iiR!!n QUO 0 0 AY 20' Know what's below. Call before you dig. �o� NOTE:SYMBOLS TO 90% REVIEW SUBMITTAL �KNle�s Ir� NOT FOR CONSTRUCTION i RE.I,I'r+s DATE BY DESIGNED Param�trbc PRO,ECT w>��[ T.P>mN,NO K. BE� ONE INCH AT FULL SCALE. DRAWN IF NOT,SCALE ACCORDINGLY ENGI.vEER,NG.PLAMING.ENVRONMENTALSCIENCES WASHINGTON STATE DEPARTMENT 07 OF 09 K. CKER PS1795028—HS cHECKm OF NATURAL RESOURCES UTILITY PLAN III No O �/ MIIALL ion 39TH AVENUE SE,SUITE 100IPUYALLUP,WA98374 BELFAIR ADMINISTRATION BUILDING 2214-1795-028 O P253604.6600 UT'01 APPROVED "T5ULY 2020 WWW.PARAMETRIXCOM BELFAIR.'NASHINGTON S roRgrlarawr fora •� ��� aaaerwfarf rr sNarrl -Hera _ -r r- _TT �0v^""fR wens farrR SataalRaaS •—' # Nnoaw —1._.L.___ -aoa�� aFrRlr►Aese�t tswu IaaFlrrf a rr WAmra re nrrrrlAN r.nn - ' aAmy Y ♦ r .'farfrau F -T fortAN I are Nar Nnwen^m neI l • � � ' ♦ za raa �- "`' '.rAA. ® ® ®.. 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(N SPACE mCHANNEL POST DIAMETER ' RESERVED ACCESS iI I I 0 SIGN TO BE DARN BLUE FIELD WITH A •i i I 1H`A1NDICAPPfM AICI C WHITE INTERNATIONAL SYMBOL FOR P i i IN IIIIN NUM FINE 1250 J L L PARKING INFRAACCESSIBILITY.CTION OF OVIDE MM60 ON i EACH SIGN ai PIPE BOLLARD,FILLED W/CONCRETE �` I{•I ,LI AA (�pI[ VAN ACCESSIBLE SIGN WHERE i I i I YAN AC�ESSI13lE INDICATED ON SfrE PLAN � I i FLOOR OF PARKING r SPACE _ ADA PARKING SIGN TO BE _ CONTXiETE BABE I I MOUNTED ON BOLLARD PER TOP f F i I B CUR DETAIL e C ^ Ir f ,;i i•i i i NOTES,. EACH PARKING SPACE FOR THE DISABLED IS S '. i• I REQUIRED TO BE IDENTIFIED BY A PERMANENT. I i i ••I REFLECTORIZED SIGN WITH THE INTERNATIONAL { I I SYMBOL OF ACCESSIBILITY. I }i Ai I 2.THIS SIGN IS EQUAL TO A PORCELAIN ON STEEL g I i i i I SIGN WITH BEADED TEXT.SIGN TO BE A MINIMUM a^ I•• .i 4 i}• •I SIZE OF 70 SQUARE INCHES. f 3.SIGN SHALL BE CENTERED ON THE INTERIOR END i• I OF THE PARKING SPACE. I L—__----`J • BOLLARD ADA PARKING SIGNAGE Know whars below. DETAIL DETAIL �1 Call before you ft o NO SCALE NO SCALE 90% REVIEW SUBMITTAL ^ N1 Its\� NOT FOR CONSTRUCTION 0 iC> REVISIONS DATE BY DESIGNED P PROJECT NAME DR AAING NO K. BECKDZ ONE INCH AT FULL SCALE. ` g" OB OF 09 DRA11N IF NOT,SCALE ACCORDINGLY ENGINEERING PUNNING ANVNK)NMENTAL SCIENCES WASHINGTON STATE DEPARTMENT r K.BEMER AN ,ylg®T¢¢ ---- OF NATURAL RESOURCES HARDSCAPE DETAILS c CHECKED P51795026-HS /�^\ , JOB No C i oNA1.e�' 3019 39TH AVENUE SE,SURE 100(PUvuLUP,WA 98314 BELFAIR ADMINISTRATION BUILDING 214-1795_028 vim_, P253.604.6600 DT-01 APPROKD DATE LY 2020 VVV WWW.PARAMETRIXCOM BELFAIR,WASHINGTON 3 • I RING d COVER + EXTEND d SPOOL T OF pipe O.D. (SEE DET.SS-12) W ADDITIONAL TRACER WIRE SURFACE UNDER RIND AND COVER I FINISHED GROUND 7 rrIOP OF PLUG TO BE a CUR1'min. 1'min. Flow m satothd —'•'I _ Z______ 1_BELOW 1NIOERSDE OF COVER dispersal trench e'MIN T9 )AT end cap a Plug necessary R/sl OR AS I OTHERWISE CONC. dean out Wye from pipe REQU REO BY CITY ENG. COLLAR(SEE 43-VERTICAL BEND SEE NOTE 5. DET.SS-12) YANG NUT PIPE PLUG 4'or 5'perforated pipe IF APPLICABLE ' -CHERNE ED EQUAL ES laid fiatAeVN Typed CB j 4DI MN. .Ott T OR APPROVED EWAL w/acid covar f CIA.PIPE A F==q A 45'M TRACER WIRE I F 1DMINATING O R/W- YItM i LATERAL — INSTALL CNERME PLUG INnotched grade s AxInt pipe(nhax design TEE WYE MAN To C.O. TEE WYE board 7 x 2' Bow_<O.5 cN per trench) GRAVEL BACNFI L FOR FITTINGS AS REQUIRED notches 18'O.0 � TRACER WIRE I PIPE ZONE BEDDING TO CET C.O.PERPENDICULAR3'OF TRACER TO RING COT SVfli ON MAN THUS SHESEE ET E BE SPOOLED UNDER (PER WSDO EDDING NOTES To GROUND SURFACE TDS.) bc Type 1 w/solid _—.— cover(locking) BEDDING NOTES: RING d COVER(INLAND FOUNDRY RING d COVER Flow to SPIs11C + 7. GRAVEL BACKFILL FOR PIPE ZONE BEDDING SHALL CONFORM WITH /247 WSDOi STD.OR APPROVED CIe9r1 AWYa hornl PIPaDrenchings TIEOO.D.(SPRING UNE)3.12(3). PEA GRAVEL ALLOWED TO DO><OF EOUIVALENT) Plan SEWER MAN 2. SEE C.O.ION ABOVE STD.DETAILS AND T-19 FOR TRENCH RESTORATION ABOVE THE PIPE ZONE BEDDING C.CQUp 4'CUR.BETWEEN BOTTOM OF Pipe O.D. SEE 01S1 12 COVER d TOP OF PLUG 3. BEDDING AND GRADE SHALL BE ESTASUSHED PRIOR TO PIPE BEING I PLACED IN TRENCH. CIQ❑ FOR SET s'-10•PVC galvanized boas D.C. �UO[❑7 1'rush. 1'min. 18. I 4. IF THE LATERALS STOPS AT THE EDGE OF RIGHT OF WAY, ❑ ❑ ADJJSTABLE RING •px I =� y)ram_ TERMINATE THE LANE Ml„A MNGNUT PIPE pLUG/CHERNE ❑❑O WING NUT POPE PLUG/CHERNE INDUSTRIES OR APPROVED EQUAL N TEE WYE. TYPE CB•SEWER SADDLE INDUSTRIES OR APPROVED EQUAL S L SEWER MAN W LINE,ON DOES NOT ALLOW D MIN.DEPTH BL 2'grade to FOR MAN LATERAL AT R/W LANE,INSTALL LATERAL AS DEEP AS POSSIBLE 2' H9ff C.0.SHELTON SM DETAIL SI I WHILE MAINTAINING MIN.SLOPE. CONFIRM EIEVS.W/PROJECT board notches ENGINEER BEFORE LATERAL INSTALLATION. 7RA�R 12'min. TRACER WIRE RING d COVER NOTE: lrrP,l MRE a ON SEWER YAM SEE CONCRETE CDIlM(DET 55-12) (.Res. F1TTNG5 AS REQUIRED AND CLEANOUT(DET SS-13) (DET SS-73) ADDITIONAL FITTINGS MA MAY 4'or B• 1. This trench shag be constructed w TCl �SURFACE 1a' CLEBE�TTPPERPENDICULAR NWspNTG as m prevent point discharge and/ot KE ro CET �(I To SOUND ES DACE. IF pgp,EU CNCI.UDEtS perforated WPa erosion TEE WYE 12'� I r12' CONTINUING TO BLDG. • laid gat 2. Trenches may be placed no closer than 50 feet to one another.(100 s• ryo prB6elltre�BlBdd B'mkh. • feet alongMwlirhe) Grr1l TEE WYE IWINGNDUSNTRUT PIPE IES OR APPROVEDE }T 3. Trench and grade board must be (�� I I OR EOUAI I dean(c5%fines) level.At to follow contours of site. J OTU 4. 3s' ►! filter fabric post 1)4'-�'washed 4. Support post specing as required by V-_ ACER WIRE >i LANE o rock sod conditions toensure grade board 'VER71CAL BEND ;� CAST IRON RING 8 COVER TO MAN Section A-A remains lavel. F APPucABLE biz FOR TEE C(WaWYE Ecr ON W/CONCRETE COLLAR Z •15%max for flow ContrOMWater TO NEW SEWER MAIN NT$ k.I quality treatment In rural areas. NOT TO SCALE NoTEs: PLAIN VIEW �' 4"MIN.DIAMETER Figure III-3.1.6 1. No GLUED FlTIINGS ALLOWED. NIS SINGLE SANITARY SEWER CLEANOUT 2. POPE SHALL BE PVC SDR 3035 NOTE: Standard Dispersion Trench with PIPE d ALLCAS at. LATERAL SERVICE A CLEANOUT SHALL BE PROVIDED FOR DETAIL Notched Grade Board 3 SEE TYPICAL D.EAMOUT d GRAADDETOR ALIGNMENT AND IN CHANGE OF 90 O ASE DEPARTMENT OF BAT CKKWAAIL�07ALVE INSTALLATION SHALL THE SPACING OF CLEANDUTS Revised November 2015 EXCEED too FEET. Please seeA'11.ety.we.gov1copynghthhnl for copyright notice includ ng permissions, ECOLOGY State of Washingtonj limitation of fiabgity,and dL9daimer. II 3 Y I 0 i i g Know whaCs below. Call before you dig. o� 90% REVIEW SUBMITTAL p�tL.N(E�S D(�� NOT FOR CONSTRUCTION a REVISIONS DATE BY DESIGNED Y PROJECT NAME DRAMNG N0. K. BECKER ONE INCH AT FULL SCALE `. arameWA 09 OF 09 DRAWN IF NOT,SCALE ACCORDINGLY "'I 1 N.,�. eN R-1 .;I; WASHINGTON STATE DEPARTMENT K. BECKER FILE NAME CHECKED PS179 is ��' -�-- OF NATURAL RESOURCES a 5028-HS �,. UTILITY DETAILS JOB„a roxN J73 I I, Nun ul vA.4 BELFAIR ADMINISTRATION BUILDING DT-02 214-1795-028 r 3to't.6°00 APPROVED DARE w,aw PaR V['R"Corn BELFAIR.WASHINGTON DULY 2020 TYPICAL SYMBOLS LEGEND SHEET INDEX © NORTH ARROW A0.0 COVERSHEET SHEET NAME Q"p'y R"'' R.hOUW By DNR BELFAIRA 1.0 PLOOR PLAN 1 Ref A 1.1 REFLECTED CEILING PLAN A 2.0 EXTERIOR ELEVATIONS A,Ot ELEVATION BUBBLE A3.0 FINISH NOTES O SCHEDULES 7 6' x 4 9' MODULAR OFFICE R� $ 1 FOUNDATION PINT.ELEVATIONS&LAN a 2.1 FOUNDATION F DETAILS �M 82.1 FLOOPoNG FRAMING 0 DETAILS 1 SECTION BUBBLE 92.1 sub-RooF FRAMING PLAN At01 S 2.2 ROOF FRAMING PLAN 33.0 BUILDING SECTIONS SIM 33. BUILDING SECTION'S Alm DETAIL BUBBLE s3.2 BUILDING SECTION aDETAILS S4.0 DETAILS SM E 0.1 ELEC.PANELS&LOAD CALLS. 1 DETAIL CALLOUT E 1.0 ELEC 6 LIGHTING PLANS A701 M 1A /NAC PLAN OP 1.0 1 PLUMBING PLAN&SCHEMAncs Q GRID BUBBLE EIBNN-e ELEVATION LEVEL MOD A MODULE TAG 1I WALL TAG ® 1m DOOR TAG ® ,1 WINDOW TAG _ Q REVISION TAG q ti CENTERLINE KEYNOTE GENERAL NOTES ENERGY CODE NOTES 1.THE TERM IBC SMALL APPLY TO THE CURRENT EDITION OF THE 1.ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN ACCORDANCE WITH WSEC C303 1 1 AND INTERNATIONAL BUILDING CODE(IBC)AS AMENDED BY THE INSTALLED PER WSEC C303A 2 STATES OF OREGON AND WASHINGTON.FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF 2.BLOW WIN INSULATION SMALL BE INSTALLED AND CERTIFIED PER WSEC C303.1 1 1 THE USC OR IBC AS ADOPTED BY THAT STATE. 3.ALL AJR BARRIER MATERIALS SHALL BE ASTM E2170 RATED OR AS LISTED 2,ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO IN WSEC C402.5.I I PERSONS WITH DISABILITIES. 4.AIR BARRIER COMPLIANCE.AIR BARRIER TESTING AND REPORTING TO BE TION 3 LOCAL JURISDIC TO DETERMINE COMPLIANCE WITH IBC CONDUCTED PER WSEC C402.5.1.2 FOR THE STATE OF WASHINGTON CHAPTER 29(WITH REGARD TO ADJACENT FACILITIES)IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF 5.PENETRATIONS OF THE AIR BARRIER SMALL BE CAULKED,GASKETED OR SEALED PER WSEC C402.5.1 1 THE IBC. 0.ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER W SEC C30J.1.]MID C102.1.3 4.WHERE REQUIRED,PORTABLE FIRE EXTINGUISHERS SMALL BE INSTALLED IN ACCORDANCE WITH 20151FC SECTION 900 7.AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING 100%OUTSIDE AIR PER WSEC C403.3.3.1 5.PER WAG 296150E-0505 REQUIRES TOILET FACILITIES LOCATED IN 0.ECONOMIZER HIGH-LIMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER MANUFACTURER'S SPECIFICATIONS AN ADJACENT FACILITY TO BE NOTED ON THE PLAN SUBMITTAL AND AND WSEC C403.3.3.3 THAT THE REQUIREMENTS OF IBC CHAPTER 29.SECTION 2902,TABLE 2002.1 OF THE STATE BUILDING CODE MUST BE VERIFIED BY THE 9 MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE LOCAL JURISDICTION BUILDING OFFICIAL AND SHOWN ON THE NLEA MINIMUM REQUIRED PER WSEC C403.5 0. IF APPLICABLE,FIRE ALARM SYSTEM TO BE FIELD INSTALLED(BY 10.OUTSIDE AIR AND EXHAUST MR DAMPERS SHALL BE RATED PER WSEC C402.5.5 AND C403.24 OTHERS)PER 20151SC SECTION 9072.3.GROUP E.SEE ELECTRICAL PLAN FOR DEVICE LOCATIONS.FIRE ALARM INSPECnON AND „THIS PROJECT PROVIDES TWO ADDITIONAL EFFICIENCY PACKAGE OPTIONS APPROVAL PER LOCAL AUTHORITY HAVING JURISDICTION. PER 2015 WSEC,SECTION C400. 7 IF APPLICABLE.FIRE SAFETY AND EVACUATION PLANS SHALL BE A ENERGY ADD OPTION 01 IS WSEC C400.1(ITEM 02);C400.3 REDUCED LIGHTING POWER DENSITY.INSTALLED PROVIDED BY OWNER PRIOR TO CERTIFICATE OF OCCUPANCY LIGHTING WATTAGE IS LESS THAN 75%OF ALLOWED INTERIOR LIGHTING WATTAGE WSEC C405.4.2(1) PER 20151FC SECTION 403 OR C404.4.2(2) 0 AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO THE BUILDING AREA B ENERGY ADD OPTION 02 IS WSCE C400.1(ITEM 03);C4054 ENHANCED LIGHTING CONTROLS.NO LESS THAN 90% AS REWIRED IN 2015 IBC SECTION 1104 OF ALL INTERIOR LIGHTING 19 CONTROLLED WITH CONTINUOUS DIMMING ALONG WITH EXCEPTION b 1 OF WSEC 400.1 1 9 WHERE FLOOR LIVE LOAD EXCEEDS 50 PSF,A DURABLE SIGN SHALL 1 L BE CONSPICUOUSLY POSTED BY THE OWNER IN THE PART OF THE 12.THIS PROJECT MEETS DEDICATED OUTDOOR AIR SYSTEM REQUIREMENTS PER WSEC C4030.EXCEPTION 01, 1 BUILDING WHERE THIS INCREASED FLOOR LIVE LOAD OCCURS PER NATURAL VENTILATION AREAS AT OPERABLE WINDOWS IS GREATER THAN 4%OF FLOOR AREA(SEE NATURAL 1 ( � 2015 IBC SECTION 100.1 VENTALATION SCHEDULE IN THE MECHANICAL SHEETS) V � 1 N ABBREVIATIONS A B ANCHOR BOLT FD FLOOR DRAIN MAX. MAXIMUM SC SOLID TOREFRON ` 0 Q ' , ADJ. ADJUSTABLE FDN FOUNDATION MOO MEDIUM DENSITY OVERLAY SF STOREFRONT A.F F ABOVE FINISH FLOOR F E. FIRE EXTINWISHER AECH. MECHANICAL SH SINGLE HUNG O O N 1 O 1 AL ALUMINUM F E.0 FIRE EXTINQUISHER WBINET MFR MANUFACTURER SHT SHEET FFpp1H p BA BRONZE ANODIZED FGL FIBERGLASS MN. MINIMUM SHTG SHEATHING r N 2 R N y Nr BD. BOARD FLR FLOOR MSG MISCELLANEOUS SIM SIMILAR 1 BLK. BLOCK FIN. FINISH M.L. MARRIAGE LINE SUMP SIMPSON B.O. BOTTOM OF F.O.FIN. FACE OF FINISH MOD MODULE SQ. SQUARE --�-T-, BOT. BOTTOM F.O.FRM FACE OF FRAMING MPL MAPLE S.S. STAINLESS STEEL 1 L"'^ f--"I BRCM BIRCH FRT FIRE-RESISTANT TREATED MTL. METAL STN. STNN I 1~ V I 1 BV. BOTTOM VENT FS FLOOR SINK MV MIXING VALVE STRUCT STRUCTURAL 1 1 CDR. GEDAR GAO FORCE TRANSFER AROUND OPENINGS N.I.C. MOT IN CONTRACT TINT. TIMELY II TMP TEMPERED SAFETY GLAZING CJ CONTROL JOINT GA. GAUGE NOW. NOMINAL 1 11 1 1 CL CENTERLINE G C C GALVANIZED NRW NARROW(CITE) T.O. TOP,T 1 j j 1 CMG. CEILING G.C.0 GENERAL CONTRACTOR COORDINATE NT9 NOT TO SCALE To TAPE,TEXTURE 6 PAINT CLR. CLEAR (NOT BY MODE"-SITE INSTALLED) OBS OBSCURE 1 11 1 I TYP TYPICAL 11 I� I 1 1 CMU CONCRETE MASONRY UNIT GLB GLULAMBEAM O.C. ON CENTER LIN.0 UNLESS NOTED OTHERWISE j 1 I CO CLEAN OUT GYP GYPSUM OFCI OWNER FURNISHED CONTRACTOR INSTALLED UR URINAL CONC. CONCRETE HB HOSE BIB OFOI OWNER FURNISHED OWNER INSTALLED VCT VINYL COMPOSITION TILE 1 CON T CONTINUOUS HC HOLLOW CORE OPP. OPPOSITE V.C. VINYL COATED 1 CPT CARPET HF HEM FIR OSA OUTSIDE AR VWS VINYL WRAP SURROUND 1 DBL DOUBLE HM HOLLOW METAL OS.B. ORIENTED STRAND BOARD W/ WITH _________I 11 DF DRINKING FOUNTAIN HSS HOLLOW STRUCTURAL SECTION CVHG OVERHANG WC WATER CLOSET DA DIAMETER INFO INFORMATION PD PU NCH&DIMPLE WD WOOD awa-,`;� MODETO 1 DIM DIMENSION INS INSULATION PF PREFINISHED WH WATER HEATER 1 DIM DOWNSPOUT INT INTERIOR PLAM PLASTIC LAMINATE 1 1 1 I 2G'LO•.�-�F ELEC I 1 DTL GET KD KNOCK DOWN PLC9 PLACES 1 I a; to ::____ P' S DW DISHWASHER L LONG PLYWO PLYWOOD •� ____________________J 1 EA EACH LAV LAVATORY PNT PAINT .� ELEC ELECTRICAL LH LEFT P.T PRESSURE TREATED EFT OU REQUIRED 1 EAST EQUIPMENT EPOS ILAMI wTEO VENEERIHL�UMBER ERIOR b� UGHS R:GHTT HOPENING D D OUT SWING 1 E H WAY R 0 I L______________________________________________ _ _ ©1 SIT 1B 1'-0• RN.Di3d0IRlO1 wn aY MODERN' SMEETCOVER SHEET JOB' �p-L&� BUILDNG SYSTEMS pgOJ. 7W x 49'MODULAR OFFICE VETO TIE naElrtr a coma DNR BELFAIR ADDRESS 3430'SAND HILL RD,BFLFAIR WA 98528 °""'T$ DATE 7R2/20 MOD A C D MOD B F G MOD C H I MOD D K L MODE `TI' 7B-1P DESIGN CRITERIA 6'•0' 17-10' r 131•IV r 13'-IT 2• 18•10 ? IT-IV' GENERAL 11 CONSTRUCTION TYPE V9(NON-SPRWKLERED) I Ilr-T� 1z-3 12'-5' r-6• II OCCUPANCY GROUP e BUILDING AREA BASE ALLOWABLE AREA 9,000 SF f(1)STORY - 1'-9' F-(r 8' S'-0' 9-4 T-r B-0' T.Ir 7.10• 5'-0' 3'.r r•Y 6'-W 4'-r 1'4' B-O' Ir, 6'-0' 1'-9' FRONTAGE INCREASE AREA NA MAXIMUM ALLOWABLE AREA NA I II 1 19 4- � SIMP.CSIBW/(4)N10SEA END,FROM STUDPROP09E0 BUILDING AREA:a,091 9f a 1 TO FLRRIM•TYP. DISTANCE TO PROPERTY LINE NORTH:10'MIN. _ _ __III _ OR ASSUMED PROPERTY LINE SOUTH:10 MIN. I I )? EAST:IT MIN. I II I I I WEST:10'MIN. I I EXTERIOR WALL RATING FIRE SEPARA71ON DISTANCE 10'OR GREATER,NO RATING REQUIRED b 6 `A II II PER IBC TABLE 002 OPEN OFFICE OPEN OFFICE I OPEN OFFICE b OCCUPANCY LOAD 46 OCCUPANTS Sit (STATE LANDS III I (STATE LANDS B2)zr b d (LEO) OPEN OFFICE l� F. I (TIMBER SALES) FIRE RESISTIVE RATING REQURMENTS NONE REQUIRED - La I FULL HEIGHT MARRIAGE I IV ATTIC LMAFi9TOPPINO AREA NOT TO EXCEED 3,000 9F,SEE SHEETS 92.0.32.1 2 = — _ I LINE WALL4 W/7/16 O.S.B m SMTG.W/15 GA.STAPLES EXITS REQUIRED (1)EXR AT 0'6 11 O.C.•TYP. COMMON PATH OF EGRESS 16 FEET IT fr 7-4' 9' 0' •-W �7-4• I 11'-2' 4' 1'-f01 B-T T-01 EXIT ACCESS TRAVEL DISTANCE 200 FEET 1 1 b CORRIDOR CONSTRUCTION FIRE RATING NOT REQURED PER IBC SEC.IMA EXCEPTION IN ATTIC ACCESS THRU BlMWq WALL I do ELECTRICAL ACT CEILING HEADER 16 ELECTRICAL SERVICE LOAD (2)200A 12NMOV/1 PI(. b VESTIBULE n w - --- -- - - - - Sit 99.9 WA HB `J _ 5 MECHANICAL BEARING WALL __ - - ~ 1 - _ ¶ Y•10 SN' -- - - - - 2 - - • - - - � VENTILATION OCCUPANCY LOAD at 0 I.i•. +,; I HEADER >, --' COPY II b ei2 I adY I;, * CLIMATE ZONE Iefsc - 1 WALL PLUMBING 53.2 b WALL — T' r-10 4 6-0 II I I 0.p HEATING AJR.0 NORIONWO YES b I ROOM 2.6 FURRING tl b 41 12 vl PLUMBING 23 b e I + ( •d OFFICE WALL I PORCH b •;p PLUMBING OCCUPANCY LOAD 46(23 MALE/23 FEMALE) ( COVEE DISTRICT II MA d STIR. II N ICOVeII� •�A. MANAGER) I - _ I PLUMBING FIXTURES REQUIRED WC:(1)MALEI(1)FEMALE,LAV:(1)WLLEryt)FEMALE,DRINKING FOUNTAIN(1) I OIMIIY I P I 2.6 PLUMB s PLUMBING FIXTURES PROVIDED WC:(1)MALEI(1)FEMALE,LAV:(1)MALE41)FEMALE,DRINKING FOUNTAIN(2) '. • S-T a'-r 6'-p- �Ir O I _ ` _ WALL I • P 1 •+e4 b C I I, \ I I QUANTITY OF PLUMBING FIXTURES 9 b RE64R 11101 RESTROOM n 5 E 3 ) I 6 II C) STRUCTURAL b I I Lq \ AIA \ I I I b REQUIRED SPECIAL INSPECTIONS SUSPENDED CEILING W/BERC CLIPS,EXT.SHEATHING FASTENING AT GRIDS HB I s A4.o 7i OPEN OFFICE B4M • v1 I y (STATE LAN DSI b I RECREATIONS) ROOF 94OW LOAD 25 PSF b 0 II S 9 VI b FLOOR LIVE LOAD 50 PSF(•15 PSF PARTITION),100 PSF,125 PSF S 2.0 II I 0 O b WIND LOAD 1am06••1.0 V V•116 MPN(V•a6•M MPH) 3 SECOND CRUST-EXP.B N to 10 In FLOOR I II HALL / 4 O AIA II - F. SEISMIC BEARING WALL SYSTEM: S••1.467, F.•1 000 H 1 1 7.0' r-7 Lit 7 9a•0.9711,RISK CATEGORY II b b 920 4.1.00,SEISMIC DESIGN CATEGORY D,SITE CLASS D N b O CONFERENCE - ; ; I 611 B � THIS SET OF PLANS PREPARED AND SUBMITTED FOR APPROVAL UNDER THE FOLLOWING CODES: u I '� z �..a ;u� MECN. B � II FLOOR B b I e 'III 'i, aI 10 tt 920 BEARING WALL O BUIL04NO 20151BC AIA II I - - , b AH•1 tmuff FLOOR , HEADER 4 6 I MREHANICAL 20151FC 4 b I OQ WI+ 92A F Sa.2 52.0 FLOOR I b ENERGPLUMBIY 2014 OEESC ELECTRICAL -IT-- 5 I I O O C6 I RETURN AIR GRILLE.SEE M1 0 AI.O 3 1 1 A74.0 6-4 I W. LAMBING 9:.0 1 1 0 s.o' s-10 s-v 7-0 OCCUPANT LOAD SCHEDULE I.T. - - - 912' LOAD OCCUPANT R0 C49VSRSD►ATO I MUD ROOM e---`l r PnEARL_ 2 FUNCTION OF SPACE ARLa FACTOR LOAD w,n - - 14- - FLoaR Sit ASSEMBLY NTRATED BREAK ROOM 1168E 16 B 16Y (PACE ASSEMBLY ENTRAT®CONFERENCE RM 1893E 16 12 `� • e > o1HERsi - - Ems.PANELS BUSINESS 2606 SF IOD 26 8 - - - •• �5 - - __ _ _ _ — _ _ _ Taal 48 O I I Q 2.6FURRING ELECIMECH WALL NOTE:INTERIOR WALLS AROUMS) 1'-3' S-V 1'-r 6-0' 11 EI.ECMECH iOPEFUl HEK9/T gal t0-r 10.43R' 17-4* 3!-r 7-1111 r-41/4' VERIF4 tiYG- ti 21'-01/7 21T-0' 20-911r MOD F E FLOOR PLAN LEGEND FLOOR ANDGR JOIST LAYOUT STARTED F FOR REQUIRED PLUGRAD W FLOOR PLAN ® INTERIOR 2:4 INTERR LOAD BEARING WALL 8LOCK-OUT LOCATIONS 1 1/4 1'-0' 8MMMM 2.4 FULL HEIGHT MARRIAGE LINE WALLS •i.•• SIMP.NW46 W/(12)N10S TO DBL STIED, ram• - �44 TYP.(6)PLCS } �� ♦ SIMP.HRS416Z W/(6)1N'DA.X S L \_ SIMP.SOS SCREWS EA END FROM DBL. , STUD TO FLR.RIM am.Oe901ePT10N DRAB BY sHEET JOG,+ FLOOR PLAN 2020-LB-30 PROJ. 76'X 47 MODULAR OFFICE SHEET• DNR BELFAIR A 1.0 '�' "•�" �"�'�� ADDRESS 3430 SAND Hu RD,BELFAR.WA 9.026 °"A'TS DATE 7/22M A B MOD A C D MOD B F G MOD C H I MOD D K L MODE M REFLECTED CEILING PLAN NOTES 1.DIMENSIONS TO FLOOR,WALLS AND CEILING I I ARE TO FACE OF FINISH(UN.O.) REFLECTED CEILING SYMBOLS LEGEND c SYMBOL DESCRIPTION OPEN OFFlCE OPEN OFFICE- OPEN OF LAYJN LIGHT FIXTURE rr(STATEILANDS (STATE LANDS (LEO) II SURFACE MOUNT LIGHT FIXnPRE II I O SURFACE MOUNT LIGHT FIXTURE 8 II OPEN OFFICE aI SURFACE MOUNT OCCUPANCY/VACANCY SENSOR _b (TIMBER SALES) o EXTERIOR WALL MOUNTED LIGHT FIXTURE II SIM. I ® LAYJN SUPPLY DIFFUSER 2 h � A 1.1 LAY4N RETURN GRILLE VESTIBULE A71 2 ® EXHAUST FAN ® I 2 >I BEARING I.rr.• ` COPY WALL HEADER TRUSSES OFFICE II BREAK ROOMR� -(DISTRICT- MANAGER) sBHTRr '- �r I STOR ACOUSTIC CEILING II ROUGH SAWN GYPSUM BOARD TXE PLYWOOD-TVP. glm�ll I --BEARING WALL HEADERRESTROOM IH OM alnl h OPEN OFFlC F G (STATE LANDS/ RECREATIONS) % 2 a 4 MARRIAGE LINE TRUSSES WALLS CONFERENCE II I ELEC/MECH 1 4 h (NO CEIUN6) UTILRY (NO CEILING) N ACOUSTIC CEILING Nv GYPSUM BOA TILE MUD ROOM (SITE INSTALL) I.T. CEILING-MARRIAGE HEADER I - I I I �I 2•-D' � I II I I II E J / \REFLECTED CEILING PLAN Alp ti RlV.OB>ICN.T,OM oa■ I.Y I N' SHEET 'DO' �•;,;,TTM•,,o REFLECTED CEILING PLAN 2020-Le-30 r BUILDING SYSTEMS pRp,l. HEET#7g x 49'MODULAR OFFICE S A 1.1 DNR BELFAIR AOORESS S4So SAND HILL RD,BELFAq,WA 902S p1A'TS DATE 722I20 IS'x 24'OUTSIDE AIR LOUVER•TYP. T T 8I 5 44�L 4✓ HOR12.TRIM-TYP. II II I Sub- f SutsRod — � — — — — — — — —12.5.� — — — — — - - -- 17.5' v Roof/-10,�Plate�� —Roof /Platte - -- — -0O0 WINDOW I IE CORNER BATT-TYP. TRIM TYP C I Z I I � I — - -- — — - - - — - -Fm-Floor — — — - -- - - - - - - - - - - FmL 10 I I 1 NORTH ELEVATION I 2 SOUTH ELEVATION A B C D T01 2f E 30-? 4 5'-10' NOTE.DO NOT ALIGN METAL ROOFING I SEAMS WITH TRUSSES FOR INSTALLATION OF ROOF L ANCHORS � I I ROOF FALL PROTECTION ANCHOR, II II II GUARD.TRUSS BOSS'.11)EACH SIDE,(6)TOTAL I te'x te'OUTSIDE AIR LOUVER I I I Rod/Plate � � I ��ll 0 V h it _E [ cA) 0 C Fin-Floor — — — — — — — — — — — — — — — — — 0'-per t/ n WEST ELEVATION H A II II T i4 'T METAL MN. 5/1 x e OR 54 x e TRIM, C SECURE W/99 FIN.NA" II II II II PIPE OR CONDUIT I II II I I CAUUC-TYP.OTY AND LOCATION AS REWIRED — — — — — — — — — — — — — — — Suo-Roo_ f t...... 12' S' I I PLAN VIEW Rod/Plate a-� 0" II SIDING INSIGNIA•TYP. OVER SHTG. EE []]pd[]] LOA -- — — — — - - -- - -- -- - — — - - - - - - — — — — - - -- I Inoloortl SECTION J r it � f Ir- �_� � —III—I i 1-11 1—III—I 1 IF II—III—I 11-1 I I—III—� tt-I I i—III—III—III—III—III—III I I I—I 11 111- —I 1 I—II I=I—III 1� =1—III 111—III—III III—I i 1— �I—III—III—I i 1—I 11—III—III—III—I I.—III-1 I I—I I i—I WALL-EXT.PENETRATION R.V.DlftlefRlpl I DATE 15YI I 11WAF "'EE`EXTERIOR ELEVATIONS JOB1 zozo l�30 SUILDINO STSTEM9 114�'1'-0' .Ianrtnarxxr.oromw PRo.I. 78'z49'MODULAR OFFICE SHEETO DNR BELFAIR ADDRESS 34W SAND Hu RD.BELFAR,WA 90526 °A'x'TS DATE 7/22/20 FLOOR CONSTRUCTION INTERIOR WALL CONSTRUCTION SUB-ROOF CONSTRUCTION DOOR SCHEDULE FINISH:SHEET VINYL AT RESTROOMS;LVT AT MUD ROOM PLATE HEIGHT:4-1-1/0-(U.N.O.) SUB-ROOFING.FULLY ADHERED 45 MIL EPOM OR TPO ELEC/MECH,I.T.,BREAK ROOM,UTILITY,HALL;CARPET "i V19dd7 t Thida7666 Dw n Co Lie Sirs Life Glen FI106 Door FINah Frm T FI9n6 FlIN617 Th09t RO.T Hdw Fil9 Ra•I 110W H46dW U-Value R6177rk6 TILE AT BALANCE STUDS:2 It 4 HF STUD GRADE AT 16'O.C.(U.N.O.L SHEATHING:1W32 COX(4020)AT ROOFING,7Mr O.S.B.(2416) 1 IL_p e-8' 1 3M LHOS HM FULL CLR I TMP HM PT HMOPD PT 6 3W A 1 2 2 x 8 DF 62 2 x 4 OF 62 AT IW O.C.AT INT.LOAD BEARING WALL AT SUB•ROOFING.ROUGH SAWN PLYWOOD(FACE DOWN)AT 1 r'p e-C 1 3W LHOS HM NRW CLR/TMP HM PT HMIPD PT 0 3/4' A 1 2)2 x 8 DF 62 BASE:0'VINYL AT RESTROOM9;4'VINYL AT BALANCE EXPOSED OVERHANGS 3 r•p W-r 1 3M RHOS HM NOW CLR I TMP HM PT HM PD PT 6 3/4' A 1 (2f 2 x 8 OF 02 INTERIOR FINISH:W GYPSUM BOARD WITH TAPE (ACTS AS AIR BARRIER) UWERLAYMENT:11/32•CCP THRU-OUT TENURE 8 PAINT(TTP) 4 r•p e-r 1 3W RH HM FULL CLR I TMP HM PT HMIPO PT 0 3/4' A 2 (ACTS AS 1 PERM MAX.VAPOR BARRIER) FRAMING:G.N.TRUSSES AT 24'O.C. 6 3--Cr -I r 1 3W RH SC BIRCH PF HMB /4'D PT 4 3 6 3 SUSFLOOR:23W APA RATED SHEATHING(24) (ACTS AS AIR BARRIER) 0 r-p e•8• 1 3M' RH Sc - BITCH PF HMIPD PT 4 3W 6 3 (ACTS AS 1 PERM MAX VAPOR BARRIER) F.R.P.OVER WATER RESISTANT GYP.BD.ALL WALLS INSULATION:R-45(FIBERGLASS BATTS)WI FS-25 7 r-p C-r 1 3W LH SC NLW CLR I TMP BITCH PF HMIPD PT 4 3 6 4 (ACTS AS AIR BARRIER) AT RESTROOMS 8•/-r4r EACH SIDE AT MOP SINK AT (ACTS AS 1 PERM MAX.VAPOR BARRIER) UTILITY 8 r-p e•8' 1 3/4' RH SC 3WBRCN PF HMIPD PT 4 3 6 6 JOISTS:2 x 8 DF 62 AT 168 O.C.,OBL 2 x 8 AT ENDS, OVERHANG:24' 9 r•p e-Ir i 3/4' LH SC BRCH PF HM/PD PT 4 3W 6 5 (3)2 x8 OF 62 AT INTERIOR LOAD BEARING WALLS 10 r-p e-r 1 3/4' LH SC BITCH PF HMMO PT 4 314- 6 6 ROOF PITCH:a IN 12 8 1l4 IN 72 11 r-p e-Ir 1 314' RH SC BRCH PF HMPD PT 4 3l4• 8 6 RIM JOISTS:MUNPHYR-2 3100 F9.2.OE,i-12'W x 7-1/1'D CEILING NOTES 12 r•p e-S +3M' LH SC SRCH PF HMA7D PT 4.4' 8 7 (ESR-1767 AND E9R-2913) CEILING HEIGHT:NOMINAL W4r(U.N.O,) ROOF CONSTRUCTION 13 r-(r e-Ir +3M• tH sc BIRCH PF HMAPO PT 43/4' 6 7 OFFSET RIMS:P.T 2 x 6 14 r-(r-F.Ir 1 3M' RH SC BIRCH PF I HMrPD PT 4 3N• 6 7 CEILING:SUSPENDED T•GR6)WI ACOUSTIC TILE ROOFING:STANDING SEAM METAL(25 GA)TAYLOR METAL INSULATION:R•30 U(FIBERGLASS BATTS) (REF:MFR7 INSTALLATION DATA) EASY-LOCK,OVER(2)LAYERS SYNTHETIC FELT(MIN.CLASS 8) (1)r-p x r-0'SELFCLO54 N3 DOORR WITH AUTOMATIC LATCHES AT DRAFTSTOP,SEE SHEET S 2.1 ROUGH SAWN PLYWOOD AT COVERED ENTRY,COVERED FASTENING PER MANUFACTURER INSTRUCTIONS BOTTOM CLOSURE:FS-25 PATIO a COVERED PORCH NOTES'. SHEATHING:1913r COX(4024(ACTS AS AIR BARRIER) 1.CAULK AND SEAL ALL EXTERIOR DOORS EXTERIOR WALL CONSTRUCTION INSTALL ARMSTRONG 7301 HEAVY DUTY MAIN W/7/C ANGLE 8 ROUGH SAWN PLYWOOD(FACE DOWN)AT EXPOSED 2 ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE Of A KEY OR SPEC KNOWLEDGE OR EFFORT(U.N.O.) 9ERC ales OVERHANGS 3.ALL Dods LEADS 4-1tr U.N.O. PLATE HEIGHT:10'-0" 4.ALL DOORS TO HAVE A OPENING FORCE NOT EXCEED 5 POUNDS SPECIAL INSPECTION REQUIRED IN SEISMIC DESIGN FRAMING:O.N.TRUSSES AT 24'O.C.,2 x 0 OF 62 AT 24'O.C.AT 5. DOOR SURFACES WITHIN 1p OF THE FLOOR MEASURED VERTICALLY,SHALL BE SMOOTH SUFACE ON THE PUCH SIDE EXTENDING THE FULL SIDING:FIBER CEMENT LAP SIDING W/6'EXPOSURE 6 FIBER CATEGORIES C,D.E 8 F COVERED PATIO WIDTH OF THE DOOR PER SECTION 2009 A117.1 404.2.9 CEMENT PANEL W/t x 2 BATTS AT 10.O.C.AT GABLES, OVER BARRIER WRAP(ACTS AS A WATER RESISTIVE EXTERIOR NOTES EXPOSED COLUMNS:6 x 0 OF 62 BARRIER) WINDOW SCHEDULE EXPOSED BEAMS:SEE ROOF FRAYING PLANS MWk Caen W MF T Frm Gleam SHGC U-VAL AirExt TA. II1L Tdn WWA-Head. T.O.RO. Model Drat Ca.-ft SHEATHING:7/16 OSB I24/101 CORNER BATTS:t a 1 FIBER CEMENT INSULATION R45(FIBERGLASS BATTS) A 9 S•p r-p )(O VINYL DUAL/LOW E .18 CFMISF 1 x 1 HF 2 x 8 DF 7T2 e-101/S' 3932 HURIZ MI6•BLIDS STUDS:2.6 OF STUD GRADE AT IW O.C. DOORMINDOW TRIM:1 x 4 FIBER CEMENT B 1 9 1 S-p C-p 1 XO I VINYL I DUAL I LOW E I TMP I I-IBCFWSF I 1 x 4 HF 2 x 8 DF S2 1 e-101/8' 1 31S3.2 I HORIZ MINI-BUDS INSULATION R.21 K(FIBERGLASS BATTS) HORIZ,TRW Y4 x f FIBER CEMENT ANG OVERH :24.812' C 1 p CrC- V- SIM VINYL DUAL I LOW EI TMP .18CFM9F 1.4 HF (2)2x8DF62 a-101IS 3W.2 $HORIZ MINIICS : (ACTS AS i PERM MAX VAPOR BARRIER) ROOF PITCH:4 IN 12 NOTES: HEADERS TO BE(2)2X W/MN.R•10 INSULATION FASCIA:1 x 6 FIBER CEMENT 1.CAULK AND SEAL ALL EXTERIOR WINDOWS BETWEEN.SEE DOOR AND WINDOW SCHEDULE FOR SIZE. BARGE.1 It 6 FIBER CEMENT 2.INTERIOR TIM TO BE PAINT GRADE WOOD SURROUND AND CASING IN 130) INTERIOR FINISH:5A3'GYPSUM BOARD WITH TAPE,TEXTURE 8 PAINT(TTP) WALL PENETRATIONS:SEE DETAIL 5IA2.0 (ACTS AS 1 PERM MAX.VAPOR BARRIER) (ACTS AS AIR BARRIER) GUTTERS:(BY OTHERS) P FlRERESISTANT TREATED PLYWOOD ELEC. PANELS DOWNSPOUTS:(BY OTHERS) HARDWARE SCHEDULE SKIRT:NONE GROUP 61 GROUP 02 GROUP 63 GROUP 44 GROUP 65 FASTENNGISCHEDULE DOORS:1,2,3 DOORS:4 DOORS:5,6 DOORS:7 DOORS'.8,9 MINMUMNUMBEROF NAILS FOR WOOD MEMBERS DOOR ROUGH OPENING SCHEDULE AREA SCHEDULE(Gross Building) (EXCEPT AS NOTED ON DRAWINGS) MOM:(3)BUTT,HAGER BB 1279 NRP, NMOn:13)BUTT,HAGER BE 1279 NRP, HINGES:(3)BUTT,HAGER 881219 NRP, HINGES:(3)BUTT,MAGER 58 1279 NRP, HINGES:(3)BUTT,HAGER BB 1279 NRP, CONNECTION NO.I SPACING EXTERIOR DOORS AREA TYPE I NO.MODS AREA 4,5'x 4.6'.US260 4.5'x 4.W,U320D 4.5'x 4.5,US250 4Ar It 4.0',US26D 4.S■4.5,US26D RIM JOIST TO FLOOR JOIST 3 PER JOIST METAL DOORS W/HOLLOW METAL FRAME(WELDED) GlOr But Am6 3091 SF LBVWRSWT:(ENTRANCE) LEVER99r.(ENTRANCE) LMRfET:(PASSAGE) LEVERWT:(PASSAGE) LMRSR:(PRIVACY) A SCHLAGE ND53PO RHO,SN SCHLAGE ND53PO RHO,826 SCHLAGE N)109 RHO,626 SCHLAGE ND703 RHO,626 SCHLAGE N)40S RHO,8" JOIST TO JOIST 2 ROWS AT 1r O.C. R.O.WIDTH CALL SIZE.4-12' STRIKE:ANSI STEM:ANSI STRBKC ANSI STROUL'ANSI WMCATOR:PRIVACY SIGN BLOCKING 2 EACH END R.O.HEI14T CALL SIZE.2-1/0' CLOSER:LON 4040XP OLOfER:LCN 4040XP WALL STOP:IVES WS406CCVIWS407CCV,030 WHU STOP-.IVES 69.652 STRIKE:ANSI ROOF SCHEDULE STUDS TO PLATES-END NAIL 2 EACH EN)AT 2 x 4 B DBL.METAL DWIDTH I HOLLOW METAL FRAME(WELDED) DOOR S Ri7RV:PEMKO 986 WALL STOP:EVES W9400C(N/W3/07CCV,630 WALL STOP:IVES W9400CCV/W5407GCV.030 STUDS TO PLATES-END NAIL 3 EACH EN)AT 2 x 6 R.O.WIDTH CALL SITE•2-1? DESCRIPTION AREA DOOM f WEEF.D:PE KO I7 A BLOCKING 2 EACH EN) R.O.HEIGHT CALL SIZE.2-1/C ROOF 4338 SF ADA THRESHOLD:PEMKO 178A JAMB STUD TO 4x HEADER MIMIN.4 EACH END `+ STOREFRONT DOOR SUB-ROOF 2128 8F JAMB STUD TO 2x HEADER N.2 EACH END R.O.WIDTH GALL SIZE•Cl Ir STUD TO STUD(CRIPPLE,ETC.) e O.C. R.0-HEIGHT CALL SIZE•2-116' GROUP 65 GROUP 07 GROUP M GROUP M GROUP 010 UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD TOP PLATE D TIMELY SPLIT MEDIA DOOR DOORS:10.11 DOORS:12.13.14 DOORS: DOORS: DOORS: BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD R.O.WIDTH CALL SIZE.1-1/4' WALL SCHEDULE RIM JOIST TO RAFTER 3 PER RAFTER R.O.HEIGHT CALL SIZE.1' DESCRIPTION LENGTH MIMES:(])BUTT,HAGER BB 1279 NRP, NINOb:(3)BUTT,HAGER BB 1279 NRP, RIM JOIST TO TRUSS MIN.2 PER TRUSS E' METAL DOOR W/WOOD FRAME(PEASE AND STANLEI�(INSWING) CONCRETE STEM WALL 24C-r 4Ar x 4.r,US280 4.5'x 4.5,US26D RAFTER TO RAFTER 2 ROWS AT tr O.C. R.O.WIDTH CALL SIZE•r EXTERIOR 2.6 247'•T LWiWMT:(STOREROOM) LEVERfET:(STOREROOM) BLOCKING 2 EACH END R.O.HEIGHT CALL SIZE.7 SCHLAGE N)00.4 RHO,020 SCHLAGE N1BO3 RHO,ON 2 a 1 LEDGER I ROWS AT 8'O.C. METAL DOOR WI WOOD FRAME(PEASE ANO STANLEY)(OUTSW LNG) EXTERIOR GABLE WALL 137••7' fTFAM ANSI fTRKE:ANSI ?M BRACE TO RAFTER 4 AT RAFTER E2 R.O.WIDTH W CALL IRE•r FDN PONY 2 x 8 6'•3' MIME STOP:IVES 00.652 WALL STOP:IVES W S406CGWS407CCV,630 NOTE: R.O.HEIGHT CALL SIZE.t-eH6' INTERIOR 34 397-4' 1. ALL FASTENERS ARE 12d(.131),USE HOG FASTENERS OR EQUAL STOCKER DOOR INTERIOR 2x6 34•-11' AT P.T.MEMBERS F R.O.WIDTH CALL SIZE•t-t/4' 2. SUBSTITUTION OF CONNECTORS SPECIFIED IN THIS DRAWIN SET R.O.HEIGHT CALL SIZE.1' IS ALLOWED FOR EQUQUAL OR BETTER CONNECTOR PRODUCTS STANDARD SHEATHING FASTENING•U.N.O. G METAL DOOR WI HOLLOW METAL FRAME(KNOCK-0OWN) R.O.WIDTH CALL SITE.r FROM ESR•15N JULY 2019 R.O.HEIGHT CALL SIZE.V MIN. INTERIOR DOORS DOOR TRIM SPACINGLENGTH FLOOR 9MFJITNNG(UNBLOCKED) 1 HOLLOW I SOLID WOOD DOOR W/WOOD FRAME SIDING R.O.WIDTH CALL SIZE.r SHTG 23W COX OR O.S.B.OR 6•EDGE 60(.113) 2J/0' R.O.HEIGHT CALL SIZE.2.1/C SIDING DOOR FRAME STURDI-FLOOR T60 r FIELD RIN(Y5111ANK TB4ELY FRAME INT.FINISH SNTG I6W4'THROAT) FLOOR UNDERLAYMENT(GLUE AND STAGGER JOINTS 2 R.O.WIDTH CALL SIZE•1-1N• HEADER 'r METAL IN SET 1 R.O.HEIGHT CALL 912E.1' t U3r CCP 8'EDGE 67 SCREWS I- 3 POCKET DOOR DOOR TRIM PAN FLASHING r FIELD R.O.WIDTH 2x CALL SIZE 2* BFIASHING R.O.HEIGHT CALL 912E•4• INT.FINISH MOD ENDWALL SHEATHING AT GRIDS 1 8 4(ALL EDGES SUPPORTED) ST110.9 P.T.2 x 11 RIA elrAss DOOR 7116'O.S.B. 4-1Ir EDGE 15 GA STAPLE r 4 R.O.WIDTH CALL 912E DOOR FRAME -FIELD MIN.7/16'CROWN R.O.HEK3MT CALL SIZE.2-1/6' DOOR FRAME (6.3V'THROAT) MOD SIDEWALL SHEATHING AT GRIDS 8 8 M(ALL EDGES SUPPORTED) 5 BLFOLD DOOR (&y.IAA i THROAT) HEAD THRESHOLD R.O.WIDTH CALL SIZE 7/76'O.S.B. 4-EDGE 1 15 GASTAPLE r R.O.HEIGHT CALL SUE.SW 8•FIELD MIN.71t6•CROWN 6 SOLID WOOD DOOR W/HOLLOW METAL FRAME(WELDED) � EMERIOR DOOR DETAILS SUB-ROOF SHEATHING(UNBLOCKED) R.O.HEIGHT CALL SIZE•2-IW1 6' 1/2•=1'-0• 71 W O.S.B. W EDGE 750A STAPLE 7 NOTE:ALL TRIMMER HEIGHTS•R.O.CALL SIZE MINUS 1-11r C FIELD MIN.7110.GROWN WINDOW ROOF SHEATHING(UNBLOCKED) WnGow TRIM 19/3r COX 6'EDGE 8d(.113) b12' SDNe =3W r FIELD GALVANIZED 41lfO r SIOYNO SURROUND WINDOW 'SPECIAL INSPECTION REQUIRED INT.FINISH SHTo 'r METAL SILL WINDOW TRIM HEADER WINDOW TRIM SHTO INT.FINISH INT.FINISH WINDOW SIDING STUDS SURROUND WINDOW WINDOW SURROUND \� 4 JAMB HEAD 2 WINDOW DETAILS ♦ram R./ PTION DAIN I SY I � FINISH NOTES&SCHEDULES MERN' -- JOB 2020-L&30 0uu�x wtmmie i BUILDING SYSTEMS 4ls xxe r"vaAnoxnmW PaoJ. 76'X49'MODULAR OFFICE SMEET6 rams" "'""•- DNR BELFAIR ADDRESS 3430 SAID HILL RD,BELFAIR,WA 98628 °""'Ts DATE 7rz2/20 FILLER Z-Or, 3' Ir 2' 0'�Z 7' T-6" �FILLER 4'X HIGH FRP WAINSCOT SHOWER CURTAIN OVER WATER RESISTANT A ROD GYPSUM BOARD TYP DRYER (BY OTHERS) 18',36'MIRROR GPM ORM IW•3e'MIRROR WASHER GRAB BARS OUTLET Sox DRYER SHOWER SEAT VENT BOX DIM .SP. T.P. '--HIGH FRP WAINSCOT WASHER FILUER4Z•Ir 7-S' [2'-0'�Z (r 3-.114- NT-r PROVIDE PROTECTNE Y TP DISP V_ PROVIDE PP INSUL AT WATER SUPPIL OVER WATER RESISTANT INSUL AT WATER SUPPLY 11• (BY OTHERS) VERIFY rt AND DRAINPIPES GYPSUM BOARD TYP AND DRAINPIPES ti rL rt &%I!tK'Ro -NORTH LlEl*KLG FOUNTAIN 91-EAST #1-SOUTH RESTROOM 42-EAST 7 14 4 'E RESTROOM III-NORTH 02-SOUTH R DRYER • _0 �Olvl 2 J" ILI!7"W INTERIOR ELEVATION NOTES w PAK I DIMIENSIONSTO FLOOR,WALLS ANOCEILING 3r-41' MAX lor ARE TO FACE OF FINISH(U.N.0) 61 ,r MAX 1 1(4-TO ft 2 PROVIDE WOOD BLOCKING FOR ALL ACCESSORIES MOUNTED IN GYPSUM BOARD WALL'7�� PARTITIONS MAINTAIN INTEGRITY OF FIRE 4r MAX 1, 311'MIN. Ll Z*NOM. z - DIAMETER Ir 4'�g— Is* RATING,WHERE ACCESSORIES ARE IN RATED WALLS MIN. IN. c==========* GRAB BAR SECTION 3 SEE DETAILS FOR ADA RESTROOM @ o ACCESSORIES AND MOUNTING HEIGHTS Gl (D 4 Mft 91 TOE CLEARA14CE AT PARTITIONS. URINAL PARTITIONS MOUNTED AT 12'FROM FLOOR TO 901`.OF PARTMION,TOP AT NO Fm7- MORE THAN WA.F.F.AND NOT TO EXTEND FROM WALL MORE THAN I TOILET PAPER HOLDER SIDE 6 VERTICAL GRAB BAR BACK GRAB BAR BACK GRAB BARBEAT SIDE GRAB BAR CONTROLS ir X Lu NFL SCHEDULE OF ACCESSORIES SHOWER RUBBER THRESHOLD SPLASHGUARD 0� LL ITEMS 31114- FINISH FLOOR (COMPRESSIBLE) A PAPER TOWEL DISPENSER 0 TOILET TISSUE DISPENSER INI C) C HORIZONTAL GRAB BAR (VERIFY) VERTICAL GRAB BAR 44r MIN. E SOAP F 04SPENSER IN I C,) MIRROR TOILET SEAT COVER DISPENSER IN.I C) (NR T I Cl r MlN7,,4 MAX* I , =E IN IC) PAPER TOWEL MIRROR TOILET SEAT SURFACE 4—�A NOTEi COVER MOUNTED I DIMENSIONS TO FLOOR AND WALLS ARE UNDERILAYMENT SUS-FLOOR SUR RESTROOM 111w SuRg!MT[C) MOUNTED SOAP DOOR HOOK �A­FKT TOF EOFFINISH(Usmo) Elm-- AC ACCESSORIES DISPENSER 2 NOT AL L _CESSORIE MAYBE PRESENT IN THIS PARTICULAR 14' LAVATORY KNEE CLEARANCE BUILDING. SHOWER 9 TING HEIGHTS AD -R SjlOWER�THRESHOLD IN SHOWER C 3180 SIMILAR AT GRID LINES FA&KfL INTERIOR FINISH SONLARATORID LKSCA SIR 7116'0 S.S.SHTG.STRIP WI :NTTE�10 F G INSTALLED) (SITE 15 GA.STAPLES AT 4.1r2'O C INS I-LBUK RIPPED 12-L BUK RIPPED EA SIDE OF M L(SITE TOFIT AT 13PTS To FIT AT 1t3 PTS INSTALLED) INTERIOR (SITE INSTALLED) SITE / INSTALLED)E V4 FINISH INTERIOR FINISH SITE INSULATE SITE INSULATE PITIESRH INTERIOR FINISH (SITE INSTALLED) FACTORY INSTALLED. I I SIDING(SITE INSTALLED) FN FIELD INSTALLED SHEATHING 17*L BILK RIPPED TO FIT AT If3 PTS(SITE INSTALLED) FACTORY INSTALLED SHEATHING Pld'O.S.B.SHTO STRIP Wl 2 x 2 TRIM(SITE INSTALLED) < 1 5 GA STAPLES AT WO C EA SIDE OF Ml(SITE SIDING(SITE INSTALLED) INSTALLED) SIMILAR AT FACTORY INSTALLED SITE INSULATE GRID LINE I SHEATHING INTERIOR STUDS AT IIrO.C. 51-NO(SITE 7116*O.S.B.SHTG.STRIP W/ FORM 15 GA_STAPLES AT 4-11Z OZ TAW O.S.S.SHFATHINGI INSTALLED) 15 SIDE OF M.L.(SITE INSTALLED) r SIMILAR AT GRIO LINE I I�T�RRIAGE AI -EXT.MARRIAGE AT ALL-EXT.MARRIAGE AT �CORNER. MIRAGE RZV.OBSCIIIIIIPTION DAYS MY I "TINT.ELEVATIONS&DETAILS 2020-LB-30 wnir1®al BUILD' GSYSTEMS 'pRoj. SHEETO o�oew76x 4!Y MODULAR OFFICE A 4.0 DNR BELFAIR AFMI 3430 SANG HILL RD,SELFAIR,WA 35628 I—TS DATE 7W20 C D F G H I K L I II rs-1d r-P ev•1P @-11' r-a r-P r-d r•(w G• T-P r-0• 4 r-P T-P 4- @-11• A B I I I I 2 ' ,II• IlI b 21.1 1e[B'FOUNDATION VENT(18)PLACES r1_ _ _ — — _ __— —__ __ _ 4 ,.. - "- - --- - -- - — — - - - - — - — — — - - - - a --------—J� III TI 4) — I , @•t,w• I I I I I I g101 II I I b 11 I I Z — — ———— —J II II I) I Nb b 11., 4xBOF!! 2r-P it r 2!'-1. I Al .I �I. AlI I ( r n i I I I I I i 4 ( ( ) ( ) E c I ( ) ( ) ( ) E .. I b se.t b I I r.lvr r•a,rr r-r r-r r-r B•-r r.e• r-r IFulII 7-e1/zz fi1(1 r•r r-r r-a T-8 1'-61? r•!t .' I L - -- J -- - - -- - - - -- - - - - - - - - - - - - - - - - - -- - ,: b I II I I B � _ _ � _ _ 9 II LB_ _0 _ 9 e --e --- I_�° ____ I I I I T I ` I 12 I®I 1 N I L- --J II ( ) 31.1 (db ( ) 6 (4) ( ) 4P ) ( ) ( +�) ( ) w s,., , b -l 7r b 7r I , CONIC. CDMG— I I 1r —— — —— — — — LANDING b 2 ENLARGED FOUNDATION PLAN N I LANDINGI I 4 (q�) ( ) w — — — — — a— — — 3 I ' I r �e•=t-0• I s 1.1 �`" I I I I I w _ JI, r.r r•r r•r r•r r•1r tir I I O ( J ti II I I FOUNDATION NOTES /.CONTRACTOR SWILL VERIFY ALL DIMENSIONS AND CONDNTIONS THIS STRUCTURE SHALL BE 230 r-!W Zr-31/2 b 1r-2' 26-4l1r b r•r ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING I AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO.REMOVE ORGANIC/SOD b i I I II II I r I rt UNDER ALL BEARING PADS. 2.DESIGN LOADS: . I b `Ir tt I I 5 ROOF DEAD LOAD 12 PSF i t '. I II b N► 11 II !,-, II I I b ROOF show LOAD 26 PSF BALK FLOOR DEAD LOAD 10 F'SF 1 FLOOR LIVE LOAD 50 PSF(HS PSF PARTITION),1011 PSF,125 PSF \II b 1r I WIND LOAD L mb".1.0 W2.115 MPH(Va110•N MPH) S SECOND OUST-E%P.B i I I I ) SEISMIC BEARING WALL SYSTEM: S,•1.407, F.•1.000 ---- ------ ------ Sm•0.91 RISK CATEGORY II I I IY b II II I I r +1.00.SEISMIC DESIGN CATEGORY D,SITE cuss D L__ _ _ _ _ — _ _ — — _ _ _ __ Ak _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J • I CAPACITYLE BEARING 500 PSF AT SOIL r r II I { 1 I II S.EXCEPT AS NOTED,DIMENSION LUMBER FOR FOUNDATION SHALL BE WITH R,NO.2 AND BETTER. CRAWISPACE I TREATED LUMBER SHALL BE ACO PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD Ul,USE I at.t I ' S I CATEGORY UC4A TO A MINIMUM RETENTION OF 0.40 PCF.AT PIECES IN CONTACT WITH GROUND,SAWN P• f II LADING i 41!DF R ACCESS - i II ti CONIC. CdIC. END GRAIN SHALL BE FIELD TREATED WITH 2%MIN.CONCENTRATION COPPER NAPHTHENATE.TREATED a PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT COMAIN E%CESSIVE SPLITS.CHECKS OR WANE. (1 II 2 LATE FRAMING SHALL BE HEM-FIR,STANDARD OR BETTER,TREATED 2.t FRAMING SHALL MEET THE I REQUIREMENTS SPECIFIED_— - - _ - - -- - - - -- 1S1.ALL FASTENERS TO BE HOT DIPPED OALVANRED(HDG)OR EQUAL AT P.T.MEMBERSL _ _ J s1.1 S.VENT CRAWL SPACE AT(16)STANDARD 1e•z e•SCREENED FOUNDATION VENTS(MODERN STANDARD)-4I— — — — _ — INSTALL a MIL VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE LAP VAPOR BARRIER JOINTS MIN 12. e.CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING II CONC II I PAD TO AN APPROVED DRAINAGE SYSTEM. I SIDEWALK 7.FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED V BCD ORI SP EXCEPT FOR THE SUITABILITY OF 23M• td•r 1d-I SN• B-P N!•P @-0' @-0' @•d TH SYSTEM THE JURISDI THECTION MODULAR BUILDING.APPROVAL AND INSPECTION OF THE FOUNDATION SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. --- ------------------- - -- rt------------fi----- t �t - - -- - e.CONCRETE STRENGTH: Pc•2,500 PSI AT FOUNDATION,4,000 PSI AT FLATWORK B REINFORCEMENT STEEL. GRADE W.ASTM Ae15 6 /�,LouNDATaN PLAN FOUNDATION PLAN LEGEND SNMP.►ST4B W/yr DML%4-W L. SIMP.STRONG BOLT-2,MIN.EMBED 5• • TIE DOWN STRAP 5•U'BRACKET W/ SW DIA..5'L SIMP.STRONG BOLT•2, MIN.EMBED 0-71e' "",x,l ylmaN IL1,! I BY IMODERN. BNEET JOBF NMILa � . FOUNDATION PLAN 00�iiMm ae.t®i�u�a. BUILDMG SYSTEMS NEtt=naen•o=oma FROJ. 78'x47 MODULAR OFFICE SHEET S 1.0 •w lOEilD==IgIF OIt= _ DNR BELFAIR ra.wno>.alu4Ea 1.nvAin'a'A wwrtu '�,a.,.o......,•.,e ~mow ADDRESS S4s0 SAID HILL RD,BaFAR,WA 2116211 1°MTS DATE 7/29J20 P T 2 x 6 MUDSILL 8 SIMP SIDING OVER SIDING OVER P.T.2 x 6 MUDSILL d SIMP. SIMP.CS16 W!(4) MA OR MA Wi(9)N10'S SHEATHING SHEATHING MASAOR HASP W18 AT 8'.0'O.C.AND B'•I-FROM (I N10'S N70'S EACH ENO w0 H 7/16,O S B W/ AT 6'-0'O C AND6"•/FROMWIENDS AND CORNERSATG (wy BG HOG AT 47?OC ENDS AND CORNERS 4 0OF 02 w w (SITE INSTALLED) w W (SITE INSTALLED) O H 12d HDG TOENAL_ 1 12d HOG TOENAIL / 1 AT IT O.C. I AT 170C ro GRAVEL OR SAND FILL ro GRAVEL OR SAND FILL 1'./• 12d RICOE—SLOPE AWAYSLOPE AWAY (2)A4 CONT.REBM (2)A4 COST REHAR _ 0'xSx15/37 PLYWOOD M4 VERT REBM o =�' M VERT REBAR $ m I GUSSET W/(4)15 GA.x 2• _ • SIMP DBL STUD/AND SIMP AT 18.O C I:S AT 16'O C JY III STAPLES EACH MEMBER r,• STRONG SOLT-1 WEDGE m 16 N —I I b I ANC 1/2'DIA x 4-/4'L _ I— 4 x 4 OF 02 POST (2)A4 COST REBAR, (MIN EMBED 31 MIN 3"CLR COVER —1 f (2)M COM.REBM, �I I MIT CLR.COVER —1 BwNOLE ,. FDN DRAIN IF717 111-11 1-1 11-1 I —I I I SITE REDID — S S 5' —FIRM UNDISTURBED SOIL FOR.ORAIN S r S FIRM UNOISTURSED SON. -T rP f1T!REOD•np. NOTE.SEE DTL.7M.0 FOR TYP. NOTE..SEE DTI.1 d N91.1 FOR NOTE SEE DTL 1 S t A1.1 FOR 1, 4• 1 4' NOTES d DIMENSIONS TP TES d DIMENSIONS TYP.NOTES t DIMENSIONS 1,FOOTING-MOD SIDEWALL (1 FOOTING-MOD ENDWALL /el FOOTING-MOD ENDWALL AT BEAMS �4�TING-AT LANDING r1 FOOTING-MST48 HOLD DOWN 3/4•=1'-0• �J 3/4'=1'-0• 3/4'=1'-0• `- 3/4'=1'-0• 314'=1'-0 I 6 B s 1.1 SIMP.A..r L. I P. 111'DIA x Y L.SIMP. (2)126 AT rO.C.,(1) SDS SCREWS EA.END. (3)2 a 6 DF xR SIMP.SOWC15600 S4TOd r .c., FROM OBL.STUD TO SCREW AT EA POST FLR.RIM (2)12d AT S O.C.,(1)INTO EACH FLOOR RIM FLOOR RIM VENT WELL WHERE (MOD A) 15/32-P.T.PLYWD W/ READ BY GRADE r 8d HOG AT 4-I?d 8'O C � 1.1/4'x 0.036 GALY. f/7—STANDARD 16"x S 1TA F 02 STRAP W/BUCKLE I 4■SDF44 SCREENED O.C. LOOPED ARIXIND FOUNDATION VENT POST 15/'32'CDX PLYWD W/ FUR.RIMKET Wl') I 2 x 6 DF A2L 10'O C. _SIMP GSI8 W/131 Bd AT I-1/2'd6'O.C. x6 I PONY WALL _i N10'S.EMSED 4" L SAT WI (?) 4CONT. HOLD PLYWDUP I? MASH OR TDIA aSL.SIMP 'rL SHINGLE OFF CONCRETEPW/(S)N109 STRONG BOLT-2,r CLRL COVER W O.C.AND MN.EMBED 3-7/8'ROM ENDS P.T.2 x 6 -- I—i i — — I—I �. I—III III III SIMP.MASA OR MASAP NOTE:YE DTL 1 1112151.1 FOR �.4 I (2)64 COM.REBM. WI(S)IFRO AT 4'-0"O.C. TYP NOTES S DIMENSIONS 1-<• MN.3'CLR.COVER 8 SN-FROM ENDS 1S W x 7'II 4 CO CONC. FTN W/(21MCONT.REBAR. COST MN SCLR COVER COST FOOTING•FOUNDATION VENT FOOTING-BEARING WALL �e.. FOOTING-PONY WALL(GRID B) FOOTING-TIE DOWN STRAP 3N'=1'-0' 3/4'=1'-0' 3/4'=1'-0' 3/4'=1'-0' FIELD INSULATE 12d TOE MAL EA. SIDE•TYR —MUD SILL rSTRIP BARRIER 6 x 6 DF A2 COLUMN— SHEATHING WRAP,OVER SILP.ABW682 W/(12)10d SIDING OVER BARRIER ICE d WATER r iral5/SY PLYWOOD Ix6DF IR TO DOLUM'LNSIMP. PROVIDEM REBM OUT OF WRAP 4 x 8OF A2 POST 1�SEA L — — — — — FOOTING FOR GROUND +•, O GUSSET W/(4)10 GA.x r STRONG BOLT-2 MIN i0 INSIDE OF FOUNDATION 7'STRIP M CA.ROLL f STAPLES EACH dEAlER EMBED r•TYP. FLASHING,LAP OVER 26 Fe SIMP CS18 W/(3)L F p WALL GA.ROIL FLASHING NVYS.EMBED 4- L i_ SHINGLE Nth, NISED�) 4Y1a� r SHINGLE _ o= __-_-_ _�_ _ = FOUNDATION RE STEPS 'I 15/32'P.T.PLYWD CONC.UNDINGI w ?d GA ROLL FLASHING (PLANT INSTALL) O C E WAY,04 MiR O o OVER ICE d WATER .1 — EA WAY,ASId I NOTE. P.T.2 a 80FFSET RIM .'. r C A COVER 1•-g• GROUND CLAMP TO BE LOCATED NEAR ELEC.PANELS) 12d HOG TOENAIL I—I I—III -- - -BEE ELECTRICAL PLAN FOR LOCATION OF PANEL@). AT 1 Y O.C. - _ - P STRIP OF 1Y32•P.T. 1'•r DIA i'-8'D. MIN. VERIFY AND COORDINATE LOCATION .��COMPACTED — 4-1?O PLYWO W1 Sid(SI ROD AT TALL i (uN.o.) (u N.o.) FOOTING-MARRIAGE LINE n FOOTING-MID-SPAN 1 FOOTING-ROOF COLLM r l FOOTING-GROUND CLAMP 14 FLOOR-FLASHING AT LANDING 3/4'=1'-0' 3/4'=i'-0' I =I$ 314'=1'-0' 1 1/2'=1'-f7' C J REV FTION DATE In MODERN' FOUNDATION DETAILS JOBS 2020-LB-30 am aw�lelal SUILDNGSYSTEMS Ile nxOruLnoAxxal PRw. 76'x49'MODULAR OFFICE SHEETS DNR BELFAIR '_•"" �"'�"•"•'`' ADDRESS 3430 SAND HILL RD,BELFAR.WA 58628 p1A''TS DATE 7/22/20 (3)JOIST BELOW LOAD BEARING 1 4'-11? 1'•11/C WALL s,r F E 4 r,p 2 a 6(FLAT)WITH JOIST ON EACH SIDE BELOW PLUMBING WALL (3)JOIST rr (z)Jolsr SIMP.LUS26 Wl(t)100 TO BRACING AND(1)100 TO JOIST AT EA END-TYP. (2)JOIST fL I-r rt S z- I S 20 — — I— SIMP,LU26-2 W/(6) !a ANl ND(TO DBL.JOISTS L J rt AND(4) A ESL I 2a-TYP.(1)PLACES _ 1 I I ADO DBL.JOIST CLFAR b 2 a1 FLUSH TO BOTTOM OF JOIST I I I h _ACCESS COVER WI(2) ti TYP.µ)PLACES TERMINATION INSET PULL HANDLES 1 f BAR TRIMi'; 9tA 10 __ - I SIMP.LU326 W/(4)10d IL 4 TO JDOL.OTS 21 AND(1)106 2 J 1 AT MDSPAN TO JOIST•TYP. 1 BOTTOM7CLO.SUFtE (COVER RK30 INSULATION (r 1 MOD C Ho (coVER W/33 GA MTL n PIVtTYLL FLOOR FRAMING PLAN(MOD Cl PARTIAL FLOOR FRAMING PLAN(MOD F) S FLOOR-CRAWLSPACE ACCESS FLOOR-CRAWLSPACE ACCESS SECTION_ 9la•a p-0• 3!8'= ' 314' 1'-0' 1 1/2'=1'-0 1 a3 LEDGER SITE INSTALL 12'WIDE SITE INSTALL 1'WIDE SITE INSULATE SITE INSTALL 1Y WIDE INTERIOR FINISH SITE INSULATE STRIPOF UNDERLAYMENT SITE INSULATE SITE INS UNDERLAYMENT STRIPOF UNDERLAYMENT SIDING INTERIOR FINISH 2a BLOCKING SIDING y6'THREADED ROD Wl SITE INSTALL Yt/1'WIDE SIC THREADED ROD W/ SITE INSTALL 2-Ya'WIDE S/6'THREADED ROD W/ SITE INSTALL Y1?WIDE SHEATHING AT 1'JT O.C. 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(MIN) FLOOR JOIST SIMP.LU26 W/(6)N1O5 SIMP.LU26WI(6)N709 FLOOR JOIST FLOOR JOIST �_INSULATION Wl 1'IYP. TO RIM 6(4)N1O-S TO JOIST TO RIM AND(4)N1O'S TO JOIST 1 INSULATION WI SIMP.LU26 W/(5)NIIrS FS25 2-TYP. INSULATION W/ TO RIM AND(1)NIOS 13 DEL END JOIST FS25 RIM JOIST RIM JOIST FS-26 TO JOIST S20 RIM JOIST FLOOR-ALT.MOD SIDEWALL MARRIAGE n 13 FLOOR-ALT.MOD SIDEWALL MARRIAGE(GRID WD FLOOR-ALT.MOD SIDEWALL TO ENDWALL MARRIAGE FLOOR-BLKG 8 FASTENING AT RIM N>A>. I Nn I SHEETFLOORING FRAMING&DETAILS °B" 2020-LB-30 M s irc�ll1a11ERnt®�i�e�a� BUILDING SYSTEMS •6a ne"orEAl•orum" pRW. 7Bz49'MODULAR OFFICE SHEET. w.nw n�le�aa:No.le DNR BELFAIR ADDRESS S00 SAND HLL RD,BE 26LFAIR,WA S66 '"•TS DATE 72Z/ZO B MOD A 1 DSSOE Mcc D�BF ` ` �K L f, 4 MOS AV I 11•9' 2x48LGCKING CLEAR 7 7 7- 7 " � 4? ' 0 41 G.N.TRUSSES I I I Al I I I I I I J SIMP.A 4WI(4)NITS 4 I EA LEO-T'P. 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BEAM /0d TOea 61N EXT WALL TYP I� E 6-10• � s1A t R e ROOF FALL PROTECTION ANCHOR, 10 _ 11 •GUARDIAN TRUSS BOSS'-(a)PLC'S S,0 2_ROOF FRAMING PLAN(VESTIBULE/ENTRV) S2.1 41.0 DRAFTSTOP /a e OF e2 RIDGE BEAM WI 1 [1 DF 92 VERT.SUPPORTS I � tt0 2 X 1 DF 92 AT 24'O.C.OVER BUILD _ ` FRAMING X,DF 92 VERT SUPPORTSS AT AT 4'-0.0C I I 2cB Df QAT 7-0.0C i�_._--_ II I II r-2x8OF02(RAT) I 2lFNe DFIDF OLe SIMP HUCee WI(/)100 TO 4 I II Sll2 XS.C.O BEAMe(S)10d TOSv SIN I I EXT WALL-TVP 5 II I BCAP II II b SCAPI= h — BCAP — — — — — — — — — b I r E — •"' �— sal lKAP • BCAPE I t — — — — — — — — — — — — — /�LOOf FRAMING PLAN(COVERED PATIO) Le I M 1, F MOD F +13r �z•r`�z-r •o• gsis s s" /�T ROOF FRAMING PLAN SIMP HUCee WI(,)tOd TO SAS OF 92 BEAM e(S)10d TO eXdIN EXT WALL.TVP I t t10 eweDFet L I i ram♦ .♦.i �11 r /„PROOF FRAMING PLAN COVERED PORCH) REV. DATE - ----- �ODERNe ROOF FRAMING PLAN 1OB' 2020-LB-30 oFiar♦Ca a 1®i61�91 9UIlDING SVSTEM9 ra n.nernlr.0 wlew PRo.t. 78'r49'MODULAR OFFICE g+EET• DNRBELFAIR ADDRESS 3430 SAND HLL RD.BELFAR WA 98520 1—TS DATE 7171M 4 Q Q I I I TYP.RO N ASSEMBLY I ROOFING I I 1 SHEATHING TW.811&ROOf ASSEMBLY O.N.TRUSSES(CAM ROO INSULATION G.NATRUSSES(CHOP) ) I is I it/C WIDE 19132'Cox SHEAR STRIP I �i • INSULATION 4.0 Wl S0 AT S'O.C.EA.910E OF • BOTTOM CLOSURE MARRIAGE LINE-TYP.CHOP TRUSSES ' SuD�toaf 0.25 Plate I 1 0'v si.o T EM WALL••a WY y3cua y WALL BEARING • SHEATHING(AIR BARRIER) = c7 m I • STUDS OPEN OFFICE j COVMD F4 INSULATI NRISH (STATE LANDS BREAK ROOM CONFERENCE PATIO 1 ° q2 1'xP FLOORASSEMBLY F H UNDERLAYMEN- SUBFLOOR I - FLOOR JOISTS _ '�NSU CATION — — — — — Sl)-TOM CLOSUR t E lr �_ —�I I —III—III—III—III—III III III- I�I I I III I 111-1 I II I 11 III III III .I I III !I--III VMOD LONGTUDINAL SECTION-A 4 5 m S/A I II I e — — 91.0 1� 91MP.SOW 322S00DB SCREWS AT CAP TRUSSES(MIN.EMBED 2-/1' TYP.(3)PLCS(CAP TRUSSES TO ALIGN WITH CHOP TRUSSES BELOW) 023--l� :r Roc2tjp� 2.4 iRU9S W BRACO W/(21125 EA. TRUSS.SEE TRUSS DRAWINGS FOR LOCATIONS•TYP. m 0 INT.LOAD BEARING T b WALL D OPEN OFFICE(CEO) COPY RESTROOM M1 MECH. MUD ROOM 12 9 zo — 91M. — — — — —F " m III-I�I It1=�1t- - _�-4" \,V I-i I I=I I -1 I GI I I=I I GI I GI I I=I I GI I I-I I 1= -i I I=I I I-1 I I=I I I=I I I= -III=III --1 -: 1=1 I I=III-III-III=I i I-1 I I-III-III-I 111-III= f I� 2 MODNG LOITUDINAL SECTION 3/8'=1'-0' RN.DafCltl►TIOk DATE �DDERN° BUILDING SECTIONS JOB' 2020-LB-30 [ i n a imp BUILIMNO SYSTEMS PROD 78'z 45 MODULAR OFFICE SET 0 DNR BELFAIR S 3.0 .W�Im11TAin ^ � mr•Y�w wow.n�r Yak ADORF53 3430 SAND HILL RD,BELFAR,WA 906IS °i"'T$ GATE 722/20 I � Q Q It IT WIDE IW32"CDX SHEAR STRIP 1 84.0 1S W/9d AT E'O.C.EA SIDE OF 4 MARRIAGE LINE-TYP.CHOP I TRUSSES — _ Sub-Roof sio �• — — — _ — — 72• --- I I r0.26112 I Root/Plate RDaf/PI6ts J �._. TRUSS.SEE TRUSS DRAWINGS 8•. I FOR LOCATIONS-TYP 2 I IN T LOAD BEARING WALL OPEN OFFICE I OPEN OFFICE COVERED TIMBER SALES STATE LANDSI 11FA71BULE ( ) ( ENTRY RECREATIONS) b I � 92A I I 6 - _•s�r'�rya F _ _ — - - — U'�Y" FI= 1-1 I G I i=111-I I I - -1 i 1 11 1 11 11 1 I=1 I=1 I I I I I I I 111 11=1 11 II I-1 I I=1 I I=1 I I=1 11 1 I I 1 I I 1 I I-1 I =1 I-1 I -1 -1 I=III=111=III-1 I -I 11=1 I I=1 I=1 I 1 1-1 I I- —� I I—III—III—III—III—I 1 I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I-1 I Ill I I—I I I—III—III—III—III—III—I rl MOD LONGITUDINAL SECTION-C /J VESTIBULE SECTION E � T 8/.0 TYP.ROOFASSEMBLY c' ROOFING SHEATHING SIMP.SOWS22WODS SCREWS AT G.N.TRUSSES(CAP) TYP.SUBROOF ASSEMBLY CAP TRUSSES(MIN EMBED 2-14' INSULATION 1 ROOFING • SHEATHING(AIR BARRIER) TYP(3)PLCS(CAP TRUSSES TO {� G.N.TRUSSES(CHOP) ALIGN WITH CHOP TRUSSES BELOW) INSULATION • BOTTOM CLOSURE SUb=Roof TY R ROOFEMBLY 12'-� {� SHEATHING G N TRUSSES Roof/PlBle/� — _ Roof/Plate L, 10'-0!V 10,-0' \1 IYP ING YT WAL "Y SID • SHEATHING(AIR BARRIER) STUDS • INSULATION INTERIOR FINISH COVX D MUD ROOM I.T. ELECJMECM PORCH tR a TYP FLOOR ASSEMBLY UNDERLAYMENT O SUBFLOQR m FLOOR JOISTS • INSULATION BOTTOM CLOSURE Fin-Floor /� -1 I I-1 I ' 'I �=1�1-1 11=1�1=�It •=1111I --- -- — — — ---- =1 I (I I_I I III III I I I-I I I III-1 I I I -1 I I III-1 I I I I i-1 I I LI I, I I F-1 I I I I I I I I 3 II 111 III III III III—I.I III III III III II� 1' I----III i � I 'II III III III n MOD LONGITUDINAL SECTION-D 4 PORCH SECTION ? ' oAn I" MODERN' 6"�TBUILDING SECTIONS JOB 2020-LB-30 .+ 1 BUILDING SYSTEMS PRo.L. 76'x 45 MODULAR OFFICE SHEETS r. ;—-a" :.."....,.. DNR BELFAIR AODRE89 3430 SAND HILL RD.BELFAIR.WA 98528 I—TS DATE 7/22120 A CBS C D F G H I K L M wlFTamoP e I I S4A � I e s 4.o I I I I SIM. I I I I I j I I 1 Roof/Plate II II II II II II OFFICE OPEN OFFICE(STATE VESTIBULE (DISTRICT BREAK ROOM COPY LANDS/ MANAGER) II II II RECREATIONS) to —� ' II II II sz.a Fin-Floor _ 0' 0" SZA II I �II- I i.I I I-1 I I-1 I I=i I I-1 11-1 I I-III-I 11-1 11-1 I I-III-I i I-1 I I-I I i III-III-III I i i III-1 I 1-1 11-1 I I-i 11=1 I I-I I�_i i I-i I 1=1 I i n MOD TRANSVERSE SECTION 1'-0' � SIMP.sowc15e5o SJ2 SCREW TMRIJ TOP 0.N.TRI133 OFFSETTE MIN FROM PLATE TO TRUSS OPTIMAL TOP PLATE SPLICE FOR SIM. 221/2' FULL VALUES ]0' 10' 0' A G.N TRUSS SPLICE MAY BE IN 1 UPPER OR LOWER PLATE 11T MINIMUM 1 VARIE VARIE EDGE DISTANCE `SOWC15OW VARIES G N.TRUSS G.N.GRUBS O N TRUSS FOR FULL VALUES A WALL STUD LVL BEAM,SEE INSTALLATION MINIMUM EDGE DISTANCE AND SDWC15WO NOTE: ANGLE OF SCREW TO BE 22.5' $IMP.O818'LT STRAP SIMP CSi8 W/(4) SUR-ROOF 91MP-CS78 L'STRAP ANGLE RANGE SPLICE OFFSET REWIREMENTS WI(4)N70'S EA.END N10'S EA END FRAMING PLAN SIMP CS1e V STRAP W/(41 N10'S EA END PER INSTALLATION GUIDE SECTION A-A AT ENDS 8 T-W O.C 8 W/(4)N1VS EA END AT ENDS a 7-0'O.C. SIMP.SDWctseoo 8'N-FROM ENDS 8 8'N-FROM ENDS 6 SIMP.-NARROW FACE OF STUD TO TOP PLATE n SIMP.-SINGLE SDWC ROOF TO WALL OR BEAM SA2 AT STUD ALIGNED SIMP.CS18 W/ Ll NT9 `J NTS TO TRUSS (4)N70'S EACH 1 END I HEADER,PER HEADER,PER SCHEDULE.AT FRAMING PLAN TOP PLATE AT TOP PLATE METAL INSTALLATION SIMP.ALIGSTRAPS SIMP.CS18 STRAPS GUIDE TOOL TO BE ALIGNED ON TOP OF DOOW TO BE ALIGNED ON SAME MEMBER,T B B WINDOW R.O. SAME MEMBER,T B B _ 2.4 STUDS,ALIGN WITH TRUSS-TYP. INTERIOR FINISH t�C 'MINIMUM EDGE (FIRE HEIGHT) INSTALLATION 4 x 4 OF 82 ANCE FOR FULL GUIDE CHANNEL WW NEL COLUMN,SEE l21 2 R 4 OF t2 UES (212 z 8 STUD FLOOR PLAN COLUMN(U N O.) GRADE COLUMN = SIMP.SDS SCREW SIMP.SDWC158W ICE ALIGN THE METAL INSTALLATION GUIDE TOOL INCLUDED WITH 1/4'DIA.c 5'L.AT AT STUD ALIGNED S J 2 __-- T�RUBS OR RAFTER.AND DRIVE THE TIP OF THE L ONCLUORIVE WITH C 1.0.O.C.(ADJACENT TO TRUSS --- SIMP CS18 V STRAP TO ENGAGE THE THREADS. TO SCREWED STUD) WINDOW SILL SIMP.CS1e WI(4)N10'S END)N105 EACH SIMP.CS78 W/ (WHERE OCCURS) FROM COLUMN 70 FLR. µ)N10'S EACH I RIM AT M.L.910E r STEP 2-WHILE CONTINUING TO DRIVE THE SDWC,'DROP THE FASTENER HEAD INTO THE WIDE CHANNEL TO ENSURE OPTIMAL INSTALLATION (1)SIMP_SOS SCREW �'' r ANGLE OF 22.5'.THE INSTALLATION ANGLE RANGE IS Ur.30-(SEE DETAIL). END I 1/4•DIA■5%. 10• MINIMUM ONCE THE INSTALLATION ANGLE IS ESTABLISHED.THE METAL FLOOR OPTIMAL EDGE DISTANCE INSTALLATION W IDE TOOL MAY BE REMOVED. RIM 22.1/2' FOR FULLVALUES STEP - THE SDWC UNTIL THE HEAD E.THE FASTENER FULLY INSTALLATION RIM (J)FLOOR JOISTS STALLATION MINIMUM EDGE DISTANCE AND COUNTERSUNK INTO THE DOUBLE TOP PLATE.VERIFY THAT THE ENTIRE ANGLE RANGE SPLICE OFFSET REWIREMENTS SHANK OF THE FASTENER IS INSTALLED INTO A WOOD MEMBER. B FLOOR JOISTS UNDER BEARING WALL-TYP. n SECTION-BE WALL /;1 SECTION-EXT.WALL HEADER(U.N.OJ /�l 3ECTION-INT.BEARING WALL HEADER (LCTKNJ-INT.BEARING WALL HEADER IS MA%) �l SIMP.-NARROW FACE OF STUD TO SOT.PLATE a SIMP.-SOWC INSTALLATION(ROOF TO WALL) 1R'—•i'-0' NTS Ms t'l.C "".DSSCRPTION DATII MY �ODERN ' SHEET BUILDING SECTION 8L DETAILS JOB' 202D-LB-30 INT W. BUILDING SYSTEMS , 76'x 49'MODULAR OFFICE SHEETO DNR BELFAIR S 3.2 ADDRESS 3430 SAND HILL RD,BELFAR,WA98528 p1MTS 0,TE722/20 2x/SLK W/1211-1lC DIA 0ATRIJMSAT2YO.C. NOTE.PROVIDE I2)1.1/7 DIA.VENT HOLES, O.N.TRUSSES AT 21'O.0 VENT HOLES SCREENED SISLLATIDN W/F}25 PER TRUSS BAY AT LEDGER a BLKY3 INSULATION WI FS2s PER TRUSS BAY 2 x 10 BLOCKING G.N.TRUSSES AT 24'O.C. ROOFING W/EDGE NAILING 2 x 4 BILK WI(2)1-112•DIA EDGE NAILING 2 x 4 OF e2 RAFTER TAIL 2'.0' 2 It 8 OF 02 LEDGER W! VENT HOLES SCREENED W/(1)120 AT(2)PLC.TO ROOF SHEATHING(21 114•DIAL x}t?L. PER TRUSS BAY EACH RAFTER LAYERS AT EXPOSED SIMP.90S SCREWS 2 x 1 BLK W/S 1-E2'DIA (TEXTURE PANEL AT 18.O.C. ROOFING VENT HOLES SCREENED FACE DOWN) PER TRUSS BAY f ROOF SHEATHING ED ROOFING Y' SAVE FLA9HIN0 LAYERS AT EXPOSED � (ELELP) (TEXTURE PANEL - ROOF SHEATHING(2) ' FASCIA FACE DOWN) LAYERS AT EXPOSED 2 x 4 DF R WI(21 126 AT 2N O.C. RAFTER -/ 120 AT 24'O.0 EAVE FLASHING (TEXTURE PANEL . 12E EACH TRUSS ROLOHSAWN (EEO) FACEDOWN) EDGE NAILING AOOISTIC CEBJNfi TILE PLYWD / ACOUSTIC CEILING TILE EAVE FLASHING j J FASCIA--- — _ SIMP.LU26 WI(6)106 - (ELELP) 2 x 8 BLOCKING / 2 K 4 OF 02 W/2 ROUGH SAWN PLYWOOD RAFTER W/BEVEL CUT J TO LEDGER i E / FASCIA— ROUGH SAWN PLYWOOD N1D9 TO RAFTER J 126 EACH TRUSS SUMP.SDWC15600 AT EA 12E AT 6'O.C. 1T8 AT 6'O.0 EDGE NAILING 1 SIMP.WWC75800 AT EA. END OF EA TRUSSy I ENO OF EA.TRUSS T x 4 OF e2 Wl(2) Y•C SUMP.M7 W/(7)N85 EA LEG h SLK'G,INSTALL AFTER SIMP.SOWC15600 AT EA Z.BLICG,INSTALL AFTER 1 126 EACH TRUSS RIPPED 514 TRIM STUDS WI INSULATION ROOF ASSEMBLY IS END OF EA.TRUSS ROOF ASSEMBLY IS 1 1 6 x 6 OF 42 EAVE BEAM -y EAVE BEAM FASTENED TO WALLS / FASTENED TO WALLS RIPPED 5/4 TRIM W/F$-25 STUDS W/INSULATION 2 x 8 BLOCKING 1 1 SIDING OVER SHEATHING INTERIOR FINISH W!FS-25 INTERIOR FINISH SIMP.W4 WI 12)106 TO I 6 x 8 OF e2 COLUMN SIMP.8CA W/(12)108 TO I 1 2 x 6 BLOCKING WI 1-12'a 4' SIDING OVER SHEATHING ( (WHERE OCCURS) BEAM{(12)106 TO COL. I NOTCH Of 02 COLl1MN BEAM 8 112)108 TO COL (WHERE OCCURS) (WHERE OCCURS) I I (WHERE OCCURS) n ROOF-MOD ENDWALL EAVE n ROOF-MOD ENDWALL EAVE AT PATIO ��ROOF-ENTRY/PORCH EAVE �4,ROOF-PATIO EAVE NOTCH SIDING S TRUSS AT OUTLOOKERS NOTCH SIDING a TRUSS ROOF SHEATHING(2) (3)12E SCREW SHANK- AT OUTLOOKERS LAYERS AT EXPOSED OUTLOOKER TO TRUSS (>)126 SCREW SHANK- FACE R.9.GOWN ROOF SHEATHING(2) OUIMOOKER TO TRUSS NOTCH SIDING 8 TRUSS (SITE INST/LLLED) ROOFING LAYERS AT EXPOSED AT OUTLOOKERS GABLE FLASHING FACE R.S.DOWN ROOFING (ELGN) (3)128 SCREW SHANK GABLE PUSHING OUTLOOKER SCREWSHANK- (SITE INSTALLED) - ------- - F_f_ _ --- (ELGN) (3)126 SCREWSHANK SIMP LU26 WI(6)10E ROOF SHEATHING(2) OJTLOOKER TO TRUSS ---_ LAYERS AT EXPOSED _ ___ TO LEDGER AND(4) (TEXTURE PANEL 7-0• ROOFING (3)12e SLREWSHANK N10'S TO RAFTER FACEDOWN) BARGE(SITE _/'�U}7tF' (3)120 SCREW SHANK 0 GABLE FLASHING INSTALLED) / (3)2 x4x 1'4r L BARGE SIO (3)12e SCREWSHANK I a 4 OF 12 SUB43MGE BLOmm G.N.TRUSSES 2 x 8 OF•2 (ELGN) (SITE INSTALLED) O.N.7R118SE3 AT 24'O.C. LEDGER 2 x 4(FLAT)VERTS. AT 21'O.C. 2 x t OF 42 SUB-BARGE AT 16'O.C. (3)12G SCREWSHANK ENOWKL OF 2 x B OF e2 OUTLOOKER MODULARS I 2 x e RAFTER BARGE FLAT AT 4B•O.C. 2 x 6 OF F2 OUTLOOKER 2 x 2 BLOCKING BETWEEN FLAT AT 48"O C. J -- T x 1 DF R SUB-BARGE 71te'O.S.B.W/ RAFTERS OUttOOKERS 2 x 2 BLOCKING BETWEEN 15 GA.STAPLES AT 8'8 8'O.C. ♦ 2 x 6 OF Y2 OUTLOOKER ,2,AETAL 0 TLOOKERS AND F C SIDING S/.0 FLAT AT 48'O C I�INROUGH SAWN PLYWOOD 2 x 2 BLOCKING BETWEEN 514 x 8 TRIM _ J OUTLOOKERS V4'-(r FS28 SIMP.HUC26 WI(5)10e (2)SRI SDINCISIM SIDING OVER SHEATHING 21t 4(FLAT)VERTS.AT 16.O.C. SIDING OVER SHEATHING TO WALL AND(4)N10% JOIST TO RAFTER SPLICE INSU ATION JOISTND-TYP, SIDING OVER SHEATHING W/FS.28 2x O JOIST 2xeJOIST OVERHANG TO BE SITE INSTALLED DUE TO SHIPPING WIDTH RE97RICTKIM 1 x 4 TRIM(RIPPED) 5 ROOF-MOD SIDEWALL GABLE AT SUB-ROOF 6.ROOF-.MOD SIDEWALL GABLE 7 ROOF-PATIO GABLE END FRAMING ROOF-PATIO GABLE NOTCH SIDING 6 TRUSS AT OUTLOOKERS ROOF SHEATHING(2) (3)126 SCREW SHANK- LAYERS AT EXPOSED OUTLOOKER TO TRUSS 1�- FACE R.S.DOWN ..yLL�I-IL ROOFING GABLE FLASHING (3)1209CREWSMANK HOLD PLYWOODB ELGN) ROOFING F BACK P ( VENTED RIDGE CAP EA.SIDE OF RIDGE —ROOF SHEATHING W/FILTER FABRIC (3)12E SCREWSHANK (ELRFV) TURN UP METAL BARGE ROOF EDGE,CLIP AND CAULK-TYP. A$y I< 2 x 4 OF 02 SUB-BARGE G.N.TRUSSES N16'O.S.B.W/15 GA AT 24'O.C. GIT TRUSSES \A ` '- STAPLES AT 8'O.C., (SITE INSTALLED) 2 x 6 OF 42 OUTLOOKER EDGES TO BE SEALED FLAT AT 48'O C (SITE INSTALLED) 2 x 2 BLOCKING BETWEEN OUTLOOKERS SUB-ROOF SHEATHING .r META) -- 72.,ROOF FLASHING-(ELELP)EAVEFLASHING-(ELGN)NARROW GABLE 514 x 8 TRIM G.N.TRUSSES 7:18"O S B W;15 GA ROUGH SAWN PLYWOOD O.N.TRUSSES STAPLES AT 8"O.C., (PLANT EDGES TO BE SEALED - INSTALLED) (PLANT INSTALLED) r I 9 ROOF-ENTRY/PORCH GABLE � ROOF-RIDGE VENT I �Hx° ,'E 1'-0' 1 I T ,'-0' 61N• EDGE NAILING 1 8•WOE TEMP.SHTO. TO BE aEAeovEo ON /.A ROOF FLASHNG-MJWVI FULL VENTED RIDGE SITE " T-1'-V _ 2 x 6 BLOCKING n ROOF- MFTSTOP O.N.TRUSS 'k,•+ _ RN.OS3CIOPTIcN DAYS .T MODERN' SHEET JOB. >�•1� DETAILS 202D-LBM OOOYMfNRR4l axiVNO 2ROOF-VENTMAnON BUILDING SYSTEMS wlxne"xwanrama PRO,). 71T X 49'MODULAR OFFICE 'SHEET# DNR BELFAIR 'w11°�'�' "•��•�"�• ADDRESS 3430 SAND HILL RO,BELFAR,WA 98526 ° TS DATE 7/Y2/20 SUB-PANEL PANEL A PROJECT NO:2020-LB-30 MAIN DISTRIBUTION PANEL PANEL B PROJECT NO:2020•LB-30 MOIMTND Sulam DAM 7,2220 MOUNTING Surhm DATE:71221t0 '. ONE-LINE DIAGRAM Lod wm. pmt" Mull yNeFlOarr A B orNUF10arr III." lerwy la9B Naar load Nets I.,4 � NNu� A B dNN� mwChaM mw R,w,e leaB NeIN 1.EMf coNWIT srIALL Nor BE USEo wITH uNFusEo CONDUCroR9 INSIDE BUILDING LINES EXlelcr 20 A A7 1 Ml VA 57M VA A2 W A M.1 /I— 20 A 81 1 1382 VA 3M0 VA 2 B2 W A NP•1 011los 20A A3 1 12W VA 6720 VA - M - - CSaa1 20A W 1 2.FIELD VERIFY AIC RATING REQUIREMENTS -ONce 20A AS 1 540 VA 6720VA 2 AB BOA M1-2 IT 20A Be 1 SWVA 3N0VA 12W VA 34W VA 2 as BOA HP.2 J.ON OR IISERVICEET OFTHE BUILDING AND MUST BE LOCATED BEL -Caft-we 2DA A7 1 720 VA 6720 VA AS IT 20A 87 1 180VA 34WVA Be _ _ ID NT WITHIN 15 FEET IOTIE BULDMq AND MUSTHAVET PER CMm 20A AS 1 9W VA 5 VA 1 AIO 20A Dud D.I.M. CMw 20 A 1 1=O VA VA 2 B70 W A WAC 21FY BB-225G rrS FUNCTION A9 THE BUILDING DISCONNECT PER R •&a1MI Hai 20A All 1 1050 VA Al2 Iww" 20A B11 1 1000 VA VA - 812 - - WAC � 011lu 20A A13 1 1200 VA A14 /PrNW 20 A B13 1 1000 VA 22W VA 2 514 W A WAw Hanle 4.GROUNDING TO BE IN ACCORDANCE TO NEC 250 20A A16 1 IODOVA A1S Water 20A 513 1 1500 VA 22W VA BIB MI.— A 1 1 Iwo I A16 I 1 I olo5.SITE INSTALLED PORTION OF ELECTRICAL DISTRIBUTION SYSTEM FOMXal6 20A A19 1 SW VA A20 I I- DES Bw IGN IS GENERIC.SUBJECT TO APPROVAL OF ELECTRICAL A21 A22 LOCAL AUTHORITY HAVING JURISDICTION PLAN REVIEW ANDIOR A23 A24 023 524 INSPECTION OF SITE INSTALLED ELECTRICAL DISTRIBUTION AM AM B26 826 SYSTEM A27 Pao B2F A29 A30 BW ___ 1W06 VA 16DOO VA 16991 VA 7S6W VA TOTAL FAII<VM 3800E VA 7W A aTOTK FAGlL K►B TOTAL PAWL VM 31481 VA 131 A aROTK MAIL AMM METER —_ SUBS S12E 20DA VOLTAGE 120240 BUSS SIZE 2WA VOLTAGE 1W/N0 I _-F i 400A I MAN BREAKER 200 A PHASE 1 MAN BREAKER ZOO A PHASE 1 I .__. ;CT CAN ITBM CONBKCTM LOAD DBMAID FACTOR CALCBLATM LOAD mr cpBIBCT�LOAD DBMAD FACTOR CJWCU•ATI D LOAD I ' a::—(2)2-C 30"CU I LKBf13 ow LIGHTS 1298 VA iffi00% 1620 W I_---_'__---- BY OTHERS 400A PANEL 240/120V SIGN CIRCUIT 0 W SIGN CIRCUIT %0 VA 125.00% 15W W I 1 M.3W RECEPTACLE 6120 VA l W00% 612D W RECEPTACLE 1620 VA 1 W.00% 1BW W I NEMA 3R DED.RECEPTACLE ow QED.RECEPTACLE 300 VA 10000% 3011 W SERVICE I I ENTRANCE RATED MOTORS A C40MPRESSM MOTORS A COAlwsOR3 I E701Al1ST FAN OW EXHAUST FAN BOVA 70G00% Saw I L---rr-�r--� LARCf3T MOTIX2 LARGEST MOTOR OW VA 25DD% 1740 VA 7 C JI3�0 MB(G CU� NMTMA AIC(Pac WO SAa) HKAM=I Ammw MIS•Sp—) - TOTAL FEAT 6 MC LOAD 2%W VA /W.W% 26800 W TOTAL HEAT 8 AC LOAD 138M VA 10800% 13820 W 2W AMP 200 AMP M� qM MAIN BREAKER MAIN BREAKER DRINKING FOUNTAIN 5W VA iW.W% 500W WATER HEATER 45WVA 10000% 48WW R�PoG61ATpi 1000 VA /W.W% 1WOW COPIER 1W0VA 10000% 1OWW 120R40V SINGLE SINGLE V SINGLE PH. MICROWAVE 15WVA 1W.OD% 1500W PWNTER 1000VA 100.OD% 10WW wl r PVC W/2'PVC DUCT SMOKE DETECTORI OVA 100.W% 6W WASHER ISO VA /W.OD% 1WOW STUB-OUT STUB-OUT CONNBCTBO LOAD CKCULAT®LGD DRYER 5W0 VA 100W% 5W0W TOTAL VA• 30M VA TOTAL VA• 7600E VA CONNBWBD LOAD CALCULATED LDA9 BY MOOERN BY MODERN TOTAL AMPS• 1 W A TOTAL AMPS• 1S A TOTAL VA• JB442 VA TOTAL VA• J>O4E VA TOTAL NAPS• 1WA TOTKAFPS• 141A ONE-LINE DIAGRAM ELECTRICAL LOAD SUMMARY NO SCALE PANEL A: 35,000 PANEL& 33.E48 TOTAL 60852 09,852 VA•60.6 WA 00,8621240•291 A ELECTRICAL NOTES 1.CONDUIT SHALL BE ELECTRICAL METALLIC TUBING AND METAL I I PER NEC 1I(L25,WORKING SPACE FOR EQUIPMENT OPERATING CLAD CABLE AT 800 VOLTS,NOMINAL.OR LESS TO GROUND AND LIKELY TO REQUIRE EXAMINATION,ADJUSTMENT,SERVICING,OR 2,EXTERIOR RECEPTACLES SHILL BE WEATHER RESISTANT TYPE MAINTENANCE WHILE ENERGIZED SHALL COMPLY WITH THE W/IN USE WEATHERPROOF COVER DIMENSIONS OF 110.26(AXI),(AX2),AND(AX3) 3. IF APPLIES FLUORESCENT LUMINAIRES WITH DOUBLE ENDED 12.PER NFPA 72,NEC 760 AND WAC 29646&7W DEVICE AND LAMPS THAT CAN BE SERVICED IN PLACE AND SHALL HAVE AN JUNCTION BOXES FOR FIRE ALARM SYSTEMS OTHER THAN INTERNAL OR EXTERNAL DISCONNECT PER NEC 410.13OG SURFACE RACEWAY TYPE MUST BE SUBSTANTIALLY RED IN COLOR BOTH INSIDE AND OUTSIDE.POWER LIMITED FIRE 4,BUILDING SERVICE SHALL BE SERVED BY ONLY ONE SERVICE PROTECTIVE SIGNALING CIRCUIT CONDUCTORS MUST BE OR FEEDER PER NEC 225.30 AND 2302 DURABLY AND PLAINLY WNLY MARKED IN OR ON JUNCTION BOXES OR OTHER ENCLOSURES TO INDICATE THAT IT IS POWER LIMITED 5.SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER FIRE PROTECTIVE SIGNALING CIRCUIT. NEC 230.70.FOR BUILDINGS IN THE STATE OF WASHWOTON SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER 13.PER NEC 110.22 AND WAC 29BA6&220.032 IDENTIFICATION WAC 295-468-230 PLATES ON DISCONNECTING MEANS ARE TO SHOW DESIGNATION OF CIRCUIT SOURCE PANEL BOARD THAT SUPPLIES DISCONNECT 6,PERMANENT MEANS OF LOCKING OUT DISCONNECT TO AND IDENTIFY WHAT IT IS DISCONNECTING.MUST BE AN MECHANICAL UNIT(S)SHALL BE PROVIDED PER NEC 424A9 IDENTIFICATION PLATE 7. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO 14.PER NEC 408.3E,ALL NONLOCKING TYPE,125 VA 15 AMP,AND 20 WATER HEATER(S)SHALL BE PROVIDED PER NEC 422.31(B) AMP RECEPTACLES THAT ARE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE.OR THAT INCORPORATE CONTROL FEATURES B.GASKET ALL EXTERIOR WALL BOX PLATE COVERS THAT REMOVE POWER FROM THE OULET FOR THE PURPOSE OF ENERGY MANAGEMENT OR BUNAING AUTOMATION,SHALL BE 9.PER NEC 110.26D H. FIGURE,ILLUMINATION FOR PANEL BOARDS,SWITCH. MARKED WITH THE SYMBOL SHOWN IN FIGURE 405.3E AND BOARDS,AND SERVICE EQUIPMENT SHALL NOT BE CONTROLLED LOCATED ON THE CONTROLLED RECEPTACLE OUTLET WHERE BY AUTOMATIC MEANS ONLY.A MANUAL MEANS TO BYPASS THE VISIBLE AFTER INSTALLATION AUTOMATIC CONTROL IS REQUIRED. 10.PER NEC 400.9(BXI)15 AND 20 AMP RECEPTACLES INSTALLED IN WET LOCATION SHALL HAVE AN ENCLOSURE THAT WEATHER. PROOF WHETHER OR NOT THE ATTACHMENT PLUG CM IS INSERTED.AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS EXTRA DUTY'. RECEPTACLES SHALL BE LISTED AS WEATHER-RESISTANT TYPE. �•u \1 IW.OBSCRP(ION DATI BY an a�a ra . 4MMERN' 41EETELEC.PANELS&LOAD CALCS. JOB# 2020-LB-30 ,I��no.i o'roam. BUILDING SYMMS PROJI, 76'X 49'MODULAR OFFICE SHEET e a1RY.a etl9eK M41R � DNR BELFAIR E 0.1 ADDRESS 3430 SAND HILLRD,BELFAR,WA 96628 °""T3 DATE 7f22/20 MOD A C D MOD B F MOD C H MOD D K MODE I I I ELECTRICAL SYMBOLS LEGEND HEIGHT OPEN OFFICE 11 C II C SYMBOL DESCRIPTION t(U.N.0) AS•. (STATE LAIRS/I),•N AS A3 ,At A13 A13 .'A/J DUPLEX RECEPTACLE SEE GFCI•GROUND FAULT CIRCUIT INTERRUPTER PLAN WP•IN USE WEATHERPROOF COVEN A3 n 1pf- A3 •p(-' •-- A13 ___=1r-1'I[�� WR•WATER RESISTANT RECEPTACLE OPEN OFFICE OPEN OFFICE - / .�.\---- �OI CONTROLLED DUPLEX RECEPTACLE SEE Z A3 OPEN OFFICE (LED (TIMBER SALES), Sox OF RECEPTACLE CONTROLLED er SENSOR PUN STATE LANDS t2 ) 'Loa AND VISIBLY DIFFERENTITED PER WSEC 40&10 ( ) A13 TR•TAMPER RESISTANT II II II II un \ 1p 220V RECEPTACLE .42' VESTIBULE C1J A1J ® CONTROLLED RECEPTACLE POWER PACK �D QJ JuNcraN sox p OFFICE Nan. III 11 SIGN CIRCUIT ABV. p Q THERMOSTAT TOP 0 (DISTRICT -Atli CEILING EI!DOORS.AT © AUTo•sHuTDOWN RESET KEY SWITCH +4e'TOP 3 MANAGER)1 COPY 1 J 1O 'V A17 4• 0 PMONEIDATA BOX-SCONDUIT UP(RACEWAY ONLY) SEE B11 B13 PUN .jw ..chi COPIER COPIER II 9i I .a BREAK ROOM STOP -- -- -- - , OPEN OFFICE DISCONNECT -A71 2�A1l ,4Y (STATE LANDS/ O �AlI RECREATIONS) ELECTRICAL KEYNOTES 11 �- r As 'Ail RESTROOM ri I i�ili�w OUTSIDE AIR DUCT TO EXTERIOR WALL ABOVE RESTR OOM 02 q' BeO WITH DOT.AT T-5'A F.F.,COORDINATE WITH HVAC Z - I - -;' --,' 2 SEE 71A40 COORDINATE WASHERIORYER RECEPTACLE LOCATIONS WITH HVAC AND PLUMBING EQUIPMENT I A7µt� AID@ B4U CONFERENCE -it II i All Ails-� N II I A7 AH, �{ , 'v TA, B C D F G H I K L N Att " Ato MEG e1{,1a tm I M UT"" , ] MOD A M D MOD C MOD D MOD E AIWPAYR , ELEC1t1EC HP1 s24 Boa Hpg I OFFICE OPEN OPRCE OPEN OFFICE rJ I cGFcv.- Q At WPAVR LNDS 02) (TIMBER SALES) NA (Ijp) II MUD ROOM Q (STATE LANDS t1) (STATE I I sd n I.T. haw ANELA �� I e10+2 eta 57 L N ANaB I --_ 2 k' al� ; - el%„j I 0 YLIGHT PRIMARY NOTE:RECEPTACLESAND ( �r \11_ II; II ZONE-TYP DATA ( AT BOXES TO BE MOUNTED 3TATF.U.N.O.) .Y I U VISTIMULI DAYLIGHT SECONDARD _ �•�I,t• I 1 n N,T " Cw,T I�e,d• --- �a.t�l aa� ZONE-TYP. ELECTRICAL PLAN IT- I I I I 11.0 co" Ld LIGHTING SYMBOLS LEGEND ELECTRICAL LIGHTING SUMMARY :'!': - \/ Z x P LED LAY-IN 1 34 WATT x(31)•1054 WATTS HEIGHT -- - U W P DESCRIPTION C(U.N.0) I I \ 1'xr LED SURFACE N WATT x(21•a2 WATTS \ II 2'x4'LED UY•W FIXTURE CEILING 13'DIA LED SURFACE 1 2a WATT x(7)a 19s WATTS W1 INTEGRAL KIRGT DAYLIGHT el eli e1 �1t I STOP AND OCCUPANCY SENSORS OCCNAC.9UgFACE 9WATTx(11.9WATTS 7xVLED LAY-IN FIXTURE-CONTINUOUS GREW CEILING OFFICE(DISTRICT Ito011 \ ^n \ TOTAL INTERIOR INPUT WATTS•1741 WATTS DL-P•DAYLIGHT ZONE•PRIMARY MANAGER) I Q GHo \ OWN OFFICE n�/ EXTERIOR LIGHTING 17 WATT x(7)•Iis WATTS DL-S•DAYLIGHT ZONE-SECONDARY I I I RYTIIDOY N n i ATE TOTAL EXTERIOR INPUT WATTS•119 WATTS ®V■/'LED SURFACE MOUNT FIXTURE H2(' s1 1; RSCREATONS) 1 CONTIIA)OUS DIMMING PER WSEC C40e.1 IT LED SURFACE MOUNT FIXTURE CEILING I \ r- rI (105U7054•93%)•NOT LESS THAN 90% O - - - - - - G CLED OCCUPANCVNACANCY SENSOR LIGHT W7 wPoPc e1 Dl1C (1341)WATTS s(15301 WATTS•(75%)x(0.66 WATT*P)x 3091/FT2) PC•PHOLED WALL TOCELL RE ED LIGHTING POWER DENSITY MEETS WSEC C40a.3 MOUNT LIGHT FIXTURE -M' 1 r Imp WEATHERPROOF _ _ sl n 'i•�` ® LIGHTING PHOTOCELL L CONFERENCE I ae• OCCUPANCY CONTROL ALLSEN SWITCH -WI MANUAL ON To 4 ( MBCN. e, ' — 1�— _ UTILITY ELECIMECN g� LIGHTING coNTRa WALL swrtcH To — B1 WPIPC g SINGLE POLE WALL SWITCH TO 5 Irl I.T. LIGHTING PLAN NOTES i wp 1 THIS BV ILDING PROVIDES LIGHTING-ADDITIONAL EFFICIENCY PACKAGE OPTIONS'PER C405.3 AND C406.4,TO I B1 „ MUD ROOM I INCLUDE WAC 51.11C,SECTION C4064 02,EXCEPTION A 2,LIGHT LEVELS TO MEET WAC 246-36e-115 TABLE 2 3 OCCUPANCY SENSOR(S)IN EACH ROOM WILL BE WIRED TO CONTROL ALL LIGHT FIXTURES IN THAT ROOM T e11IYPIPC —r- I I II II 4.NIGHT WIRING AS SHOWN IS FOR GENERAL CONTROL CLARIFICATION ONLY.ACTUAL WIRING FOR CONTROLS(1 E.: SWITCHES,OCCUPANCY SENSORS AND DAYLIGHT SENSORS)SHILL E PER CONTROL CONTROL AND T 5 SPECIFICATIONS AND AS NECESSARY TO MEET THE CODE REQUIREMENTS FOR EACH CONTROL AND THE LIGHT FIXTURES CONNECTED TO IT. 5.DAYLIGHTING AND OCCUPANCY SENSORS ARE INTEGRAL TO EACH LIGHT FIXTURE AS SHOWN AND PROGRAMMED h TO COVER EACH DAYLIGHT ZONE.OCCUPANCY SENSORS ARE PROGRAMMED TO CONTROL ALL FIXTURES IN THE SPACE1 LIGHTING _;LAN _ 3l16•=1' 1 Y MODERN' �E`ELEC.&LIGHTING PLANS JO00 2020-LB-30 °xwM N as°�•AQ� BUILDING SYSTEMS pRO,). 76'x 47 MODULAR OFFICE SHEETS •m�a �:a"" "'"�. "'"` DNR BELFAIR E 1.0 - ADDRESS 3430 SANG HLL RD,BELFAR,WA 99529 °""TS DATE 7/22/20 l rAl IAI L A B MOD A C D MOD B F G MOD C H 1 MOD D K L MODE M OPEN OFFM:[ A (LEO � I OPENOFF= OrEN0"1" CONDITII ON#3 O►W Of (STATE LANDS nl ISTATS LANDS A) � 945 SF� Comm� — — — T. 39]5 OPENING OPENING OPEN OFFICE II OPEN OFFICE (STATE LANDS#1) (STATE LANDS#2) I C �� - -ll CONDITION#2 CONDITION#111 re 0 --� - — - 129 SF 22*ZM II 220 CFM II I 200CFM 208 SF COPY r. SPEAK ROOM O \ OPEN OFFICE- I I I - I OPEN OFF= (TIMBER SALES) Ire IOCFM Via VESTIBULE O r• Ilroff m CFM _. - KW. I 12'. -- CR1 14Y �CR1 - MI 101 3 — 200 CFM NM wR 22o CFM 1 I � o D r. 1w% r• IMCFM 1 /w12r LOUVER Ir X 24•LOUVER OFFICE(DISTRICT COPY IY I (SITE 91STALLED) (SITE INSTALLED) MANALiER) E�NROOY _. NATURAL VENTILATION PLAN DINING SPACES) OPEN OFFICE EF t I ( I (STATE LANDS/ CFM --- RECREATIONS) REfTROOM t» RESTROOY NATURAL VENTILATION SUMMARY O O I II I I ----- -- 4xdFww AM Wllmw a.aP•a0 Nan. M4r (R•quY.d) (RoMdd) 200� r. 1 / f FM �� I CONFERENCE 224 SF 6.95 SF 2&44 e.II Q OFFICE ISTPoLT MANAGER 156 Sf 6.24 SF 6.37 120 MW ROOM 1325E 8295E 1696 r. I3Y j� -__- _ OPEN OFFICE STATE LAIOSI RECREATIONS) 661 SF 72.N SF 3Z02 1 - 1r� COW 1293E 81BSF • BREAK RDOM 150 SF 6.36 SF OPEN OFFICE 114 SF 4.56 SF 8.48 OPEN OFFICE TUBER SALES 38B SF 14.70 SF 33.92 OPEN OFFICE STATE LANDS 01 214 SF 86B SF 0 / \ � 220 OF E ; 100� OPEN OFFICE STATE LANDS 147 Sf 880 SF IM CONFERENCE II — , a �s2! I NATURAL VENTILATION ADJOINING SPACES-IMC 402.3 -Ram- - -- - O Ire b i=-� --- _---- CONOITI'O BRE�AI(RROOMd�X�1l 9F rox FUR.AREA)AREA) o6 e 2B0 CFM 440 CFM �41 dA O TTo TAIL REQUIRED VENTILATION 945 SF AREA%FLR AREA)•37 e CGt 1S. NATURAL VENTILATION PROVIDED 5 1eocFM ry I 5'x IV WINDOWS:848 SF CLR OPENING EA x9=7632 \ / O I MEETS REQUIREMENT FOR ADJOINING SPACE NATURAL VENTILATION PER IMC 402.] HP-1 © Q ---HP_z X I woo 2' r II MUD ROOM 3 II Mw. � I - - - - - --- - - - - - - - I - to"x 24'O11T91DE AIR DV6/ 1ri1r OUT SIDE - - II I LOUVER(SITE INSTALLED) I LOUVER MIN.VENTILATIONIEXHAUST RATES(IBC TABLE 403.3.1.1) II MOD F I AmOuklow a ooa Dwift P R•N:T"x * AMpw Rift Rd*kbr Fk Se Om Om.Airfi- AFL Aklow Airll- N— Ana (N'1000 FT2) ( •on) (CFWFT2) (CF1#F'f2) wT FRO. Lod (CFM) (CFM) (CFM) BREAK ROOM 159 SF 60 6 OAS 0 0 6 40 10 0 HVAC PLAN CONFERENCE 224 SF 60 6 OAS 0 0 12 00 13 0 1/4 1'-0' COPY 129 SF 4 6 0.06 0.5 0 1 6 S 0 HVAC KEYNOTES ELEGAIECH 129 SF 0 0 0 1 0 0 0 0 0 MECHANICAL NOTES HALL 349 SF HVAC SYMBOLS LEGEND EXHAUST FANS DUCTED GABLE 1r x 24'LOWER I CONTROLS: I.T. 32 SF 4 6 0.08 0.5 0 1 1 6 2 0 HEIGHT O OR TO ROOF JACK TRUSSES THERMOSTAT: MECH. 26 SF 0 0 0 1 0 0 0 0 0 SYMBOL DESCRIPTION 4(U.N.O HONEYWELL TH6321R1001N MUOROOM 132 SF 0 0 0 0.26 0 0 0 0 0 ® MIN.1W X 1r RETURN AIR WALL GRILLE WI FILTER O OFFICE(DISTRICT MANAGER) 158 SF 6 6 O.OS 0.6 0 1 6 9 0 717LAY-IN SUPPLY DIFFUSER CEILING r AF,F.TO BOTTOM 1 DUCTWORK: OPEN OFFICE EO) 114 SF 5 6 OAS 0 0 1 6 7 0 SEE 7A4.0,COORDINATE DRYER VENT BOX MATERIAL. 2'12 LAY-IN RETURN GRILLE CEILWO O BELLY 1'FIBERGLASS(RA 3)OR 24 GA. OPEN OFFICE(STATE LANDS 01) 214 SF 6 6 O.OS 0 0 2 10 13 0 LOCATION WITH ELEC AND PLUMBING DEVICES SHEET METAL W/26 GA.SHEET OPEN OFFICE(STATE LANDS 92) 147 SF 5 6 0.06 0 0 1 6 9 0 EXHAUST FAN C4JIq STRAP METAL ROUNDS AND FLEX DUCT OPEN OFFICE STATE LANDS!RECREATIONS) 581 SF 5 6 O,O 0 0 3 I6 34 0 ® 4 r X r SUPPLY AIR DUCT TO WALL GRILLE.96' ROUNDS AT DIFFUSERS O A.F.F.TO BOTTOM OPEN OFFICE(TEASER SALES) 388 SF S 6 O.O 0 0 2 10 22 0 4NIN FLEX DUCT ATTIC INSU CT6/0 AND SBE INSULATED70 0s= IN-DUCT SMOKE DETECTOR CAPABLE OF ATTIC OA DUCT TO LOWER WITHIN CAP TRUSSES, DUCT DUCTWORKT SEC'C403.281AND RESTROCM II 88 SF 0 0 0 2 1 0 0 0 2 SHUTTING HVAC UNST(S)DOWN WHEN O HWLATE PORTION OF DUCT THAT IS WITHIN C�Y 9 PER W SEC C103.26.7 AND REsrRoaM#2 96 SF 0 0 0 12D 1 0 0 0 120 SMOKE IS SENSED UNCONDITIONED SPACE(SITE INSTALLED) CONSTRUCTIOM STOR. 21 SF 0 0 0 1 0 0 0 0 0 OT THERMOSTAT TOP O CIA DUCT TO EXTERIOR WALL LOUVER,SOT OF DUCTWORK TO BE CONSTRUCTED A9 UTILRY 218E 0 0 0 1 0 0 0 0 0 DUCT AT APPROX.T-5'A.F.F HVAC-DUCT SUPPORT LOW PRESSURE DUCT SYSTEM PER VESTq p F 67 SF 0 0 0 0 0 0 0 0 0 (� AUT04MUTDOWN RESET KEY SWITCH TOP W SEC C403 2 e.3.1 32 160 120 190 T DUCT TRANSITION FROM APPROX.104Y TO 11'-0' 1• 1'�O 3 VOLUME DAMPERS: (CENTE%wE OF DUCT, PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH TAKE-OFF HVAC EQUIPMENT SCHEDULE 1 DESIGN MECHANICAL EQUIPMENT TO MEET W-35 Caolny NOISE CRITERION AND MECHANICAL BACKGROUNDN-ing = _ C,d� �y ap�Y NOISE UI OR BELOW IS FBA. H+�N LOCATE BUILDINGS AWAY FROM NOISE AND Mak CaXX Description MaXNtaeor.r ModY ERI Efficlaricy, Woot (Bk•II) (BWk) CFM MG I MOP Volt 1#NNr Not POLLUTION SOURCES AH-1 1 4-TON AIR HANDLER RHEEM RHIT4s2ISTANIA - 123 - - IWO 50 00 240 1 10kW HEAT STRIP:RHEEA R1Ob1791AtOJ ; Er-1 1 ECONOMI1f.R CAN FAB 541041IB03iP43K 70 - 200D - - "`rrr Ni.�`\. HP•1 1 HEAT PUMP RHEEM RP1/40AI1NA HSPF"6 SEER"14 196 40DO 40A00 29 60 230 1 AH-2 1 4-TON AR HANDLER RHEEM RHIT4821STANJA 128 I= 56 00 240 1 10NY HEAT STRIP.RHEEM FO(181724AIOU RN.DESCRIPTION DATE BY MODERN° �ETHVAC PLAN JOB/ EC-2 1 ECONOMIZER CAN FAB 6410#i801TP4U( 70 - 2000 2020-LB-30 HP-2 1 HEAT PRIMP RHEEM RP144WINA HBPF"6 BEER•14 196 46,000 48000 29 60 230 1 IxXXrrtaonexwAro EF4 I EXHAUST FAN PANASONIC FV•111 ff" 11 150 0.31 20 120 1 ®R.AawOM'®"x"e' BUILDING SYSTEMS PROD. 76'x 47 MODULAR OFFICE 3HEETI EF-2 1 EXHAUST FAN PANASONIC FV4K10V31 9 SD 0.39 20 120 1 Nwna F4X.elrrowooea DVB-, , DRYER VENT eDK DRYER BOX DBa26 —.a— M 1.0 �a "Via" DNR BELFAIR era �'�����~"• ADDRESS 3430 SAND HLL RD,BELFAR,WA 9" -TS DATE 7/22120 A B C D F G H I K L M I � MOD A MOD B � MOD C MOD D MOD E I OPEN OFFICE(STATE II OPEN OFFICE(STATE OPEN OFFICE(LED) I OPEN OFFICE(TIMBER t t12'. 2Y 2 LANDS 01) LANDS M2) II SALES) II II fr•vm I II 11 II 11 II II �' _ 9-1 _ 11 �1 rt v!'o VtR pc II It t1T1NlL,E II Hat 11 II II (,FU) ^ II �II UV 1 II II COPY II II IT L fl r.CO. II DFaSH- II (1Fu1 it II II ro.ew) h I OFFICE(DISTRICT „ BREAK ROOM r9c.D. 1 III (2FU1) MANAGER) II UV t r.W(2 sl LAVA 1L II wa, w 1 Ip+I „rr.vrR -r.vm r.w(,t I' sH.t CwB,t IIII M9•1 Hat ESTROOM/1 RESTROOM#2 II OPEN OFFICE(STATE (3FU) - (3FU) I LANDS/ t tT W I. r.W Itq RECREATIONS) CONFERENCE II f:MECH�. Uj'r ELECIMECH r.w(17.5) WM_ I re WASTER(245 RAN. SEWER(2a6 FU) >_ _ �•�.... a>o -__ ++.� _ = n PLUMBINGSCHEMATIC-DWV 5 MUD ROOM LT. _ wn \ (BY OB Rs) 8 -- - - - - - - rq -- - -- - - - - - SEE I- ,COORDINATE CLOTHES WASHER BOX LOCATION WITH i 1?.HM E HVAC AND ELEC.EQUIPMENT I ;I ----I 1rz.c(zsl _ Wr.Cp4' - -- - -�--_ 11r.M�) MOD F -------- -- - - _ rr 1.•.�(5) , .c rr.c(s f - 1 PL11M81NG PLAN (TO 314'.Oro I f 1'' REFRIO.) trr.c(.5) PLUMBING NOTES g1 )(lF , �•� (�) 11FU) ' 25F 1 SUPPLY PIPING AND FITTINGS. 10 DISHWASHER:WHEN PRESENT SHALL BE PROVIDED WITH AIR - (2'' 7MY C(5S��• TYPE'L'CU GAP FITTING PER OPSC/UPC 907.3 HB7 1 7.H(3) , CHLORINATED POLYVINYL CHLORIDE(CPVC)PLASTIC DFU) SCHED 40 11.CLOTHES WASHER,WHEN PRESENT SHALL BE PROVIDED ' 1-1?.C(2.5) • CROSSLINKED POLYETHYLENE(PEX)PLASTIC WITH A STANDPIPE PER OPSC/UPC W4 DF 1 aM-.C(11 WC-1 f 2 SUPPLY PIPE SIZES BASED ON: 12 EXPOSED PIPES AND SURFACES (II I I UV-1 SH-1 • 10OFT.DEVELOPED LENGTH PER 200E ANSI A7171,WATER SUPPLY AND DRAINPIPES ir7.H17 H-y�• (IFU) (2FU) (2.5FU1 • 46-60 PSI UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT 12-.C 13r' 14•.C(15 3 WASTE PIPING. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES 14'.H(15 • ASS•DWV UNDER LAVATORIES AND SINKS 1,2. H 14r 4 WASTE PIPE SIZES BASED ON: 13.WATER CLOSET SEATS. r • 114'PER FOOT SLOPE PER OPSGUPC 411.3,ADA COMPLIANT TOILET SEATS SHALL BE OF THE ELONGATED TYPE AND EITHER OF THE OPEN MS1 5 FLOOR DRAINS: FRONT TYPE OR HAVE AN AUTOMATIC SEAT COVER (3FU) FLOOR SHALL BE SLOPED TO FLOOR DRAINS PER OPSCIUPC DISPENSER.PLASTIC SEATS SHALL COMPLY WITH IAPMO t2'.G(4r WHGO 416.E Z124 5 PROVIDE TRAP SEAL PROTECTION PER OPSCAIPC 1007 14 WATER CLOSETS: --- 6. TRAP PRIMERS TO BE MIN.1r ABOVE FLOOR RIM PER PER OPSGUPC 411.1,WATER CLOSET BOWLS FOR PUBLIC OPSC 10074 USE SHALL BE OF THE ELONGATED TYPE. C W at NOTE: (4FU) PROVIDE AT WATER HEATER: 7.WATER HEATING: 15 FLUSH CONTROLS' CAPPED T'FOR FUTURE EXP.TANK SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED • PER 2009 ANSI 6D4.6,FLUSH CONTROLS SHALL BE HAND 1•.BUILDING yt•PRESSURE B TEMPERATURE RELIEF VALVE, WITH TEMPERATURE CONTROLS PER OEESC 5G4.3 AND OPERATED OR AUTOMATIC.HAW OPERATED FLUSH SUPRY 123 51 FU) DISCHARGE TO EXTERIOR WSEC C404.7.3 CONTROLS SHALL COMPLY WITH SECTION 300.FLUSH • NOT WATER FROM PUBLIC-USE LAVATORIES SHALL ALSO BE CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE CONTROLLED PER OPSCA/PC 407.3 WATER CLOSET WATER HEATING EQUIPMENT SHALL BE SUPPLIED WITH HEAT TRAPS PER OEESC 5044 AND WSEC C404.4 16 URINALS. PLUMBING SCHEMATIC-SUPPLY • STRAP WATER HEATER TO WALL W/26OIL■To SEISMIC PER 2009 ANSI W5.2,URINALS SHALL BE OF THE STALL TYPE 3 STRAP WI(1).6 SMST TO TANK AND(1)03 X r BUGLE HEAD OR SHALL BE OF THE WALL HUNG TYPE WITH THE RIM AT 17 SCREW TO WALL EACH END INCHES MAXIMUM ABOVE THE FLOOR.WALL HUNG URINALS • NOT WATER PIPES TO BE INSULATED PER OEESC 504.5 AND SHALL BE 13-112 INCHES MINIMUM IN DEPTH MEASURED WSEC C404.6 FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL • W PEX PIPING WITHIN 1 r OF WATER HEATER PER OPSC lUPC WATER.13 PLUMBING FIXTURE SCHEDULE WATER HEATING TOR EFFICIENCY SHALL HAVE S LESS THAN THE ENERGY FACTOR EFFICIENCY PER OEESC TABLE 501 2 a WSEC TABLE c4a2 GPbV PLUMBING SCHEMATICS NOTE: \tV,t'L'c/,,,.+ • WATER HEATINGEOUIPMENTSHALL BE SUPPLIED WITH Mark Count Description Style GPF Watts Comments 1. PLUMBING SCHEMATICS ARE DEPICTED AS A GENERAL GUIDELINE, _ DRAINAGE PER OPEC 507.4 AND UPC 507.5 CWB-t 1 CLOTHES WASHER BOX ACTUAL PIPING LAYOUT MAY VARY.VISUAL.CONFLICTS MAY OCCUR 6 WATER HAMMER ARRESTER($): DF-1 1 DRKINKING FOUNTAIN-BI LEVELW/BOTTLE ELKAY EZSTLSWSL.K EZH2O INSTALL C FLUSHOMETERS OR WICK-ACTING VALVES PER FILLING STATION Jk oPscruPc e0910 HB-1 2 HOSE BIBS(FROST PROOF) I SHOWERS: LAVA 2 LAVATORY-WALL HUNG MR CHINA 0.5 WHEN PRESENT SHALL BE PROVIDED WITH A THERMOSTATIC BALANCE VALVE PER OPSCAJPC 406.3 MS-1 I MOP SINK MV,pE/pIPr,ON DATA BY s SHEET­ A A HAND SHOWER WITH A HOSE 59 INCHES MINIMUM IN Ml6..C41.1D R. MODERN PLUMBING PLAN&SCHEMATICS 2020-La30 LENGTH,THAT CAN BE USED BOTH ASA FIXED SHOWER S-1 1 2$OWL KITCHEN SINK S.S. ..urtNr wl.B.oM.no HEAD AND AS A HAND SHOWER SHALL BE PROVIDED SH-1 1 JADA ROLL-IN SHOWER W/RUBBER SPLASHGUARD EVERFAB S8334A •_ BUILDING SYSTEMS PRO,). 78'X 49'MODULAR OFFICE SHEET. WC-1 2 1 ADA WATER CLOSETBELFAIR P ,Q DNR WH•50 t WATERFWATER-50GAL.TANK.208V 4500 °"O1�T'"'^'""""`« °�:.w +• >.•} ,.n«mArur ADDRESS 3430 SAND HILL RD,BElFAR,WA 96626 011"'T$ GATE 7/22/20 L _ RECEIVED 0 C T 16 2020 615 W. Alder Street FIRE MARSHAL