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Home My WebLink AboutDDR2017-00064 Port Grapeview Restrooms - DDR Plot / Site Plans - 1/3/2017 pKfl vFD l S f t PART OF GRAPEVIE'Vil - RESTRuUM NEW ADA RESTROOM IN PARKING AREA, GRAPEVIEW, WASHINGTON ~ VICINITY MAP PROJECT DATA CODES AND STANDARDS SHEET INDEX w O LEGAL DESCRIPTION PROJECT NAME: GRAPEVIEW BOATLAUNCH-ADA RESTROOM CONTRACTOR SHALL COMPLYWITH ALL SHORELINE MANAGEMENT ACT REGULATIONS AND SHEET INDEX -RESTROOM a PARCEL#: 121055166001 PERWTCONDITIONS IMPOSED BYMASON COUNTY AND THE DEPTOF ECOLOGY. - - - ARCHITECTS ADDRESS: 5052 GRAPEVIEW LOOP ROAD,GRAPEVIEW,WA SM46 Z THAT PORTION OF BLOCK S AND U AND AS STREET AND 7TH STREET T PLATUT LINEO F NO.2,VOLUME 1 UE PLATS, 2015INTERNATIONAL BUILDING CODE(including IBC 2015-WSBC Amendments,July 1,2016, 01-�y P L L C PAGEN RECORDS NORTHWESTERLY WESHINGTOI LYING SOUTH OF THE SOUTH LINE OF COUNTY ROAD; AND ( 9 N -- - - LYING NORTHWESTERLY OF THE NORTH WESTERLY RIGHT OF WAY LINE OF GRAPEVIEW LOOP COUNTY ROAD;AND ALSO JURISDICTION: CITY OF GRAPEVEEW,MASON COUNTY w/IEBG2015 and ANSI-2009) AM COVER- RESTROOM _ _ U LYING EAST OF THE WEST LINE OF PARCEL 1 OF BLA NO.92-87,RECORDED OCT.22,1992.A.F.N.553712. G1.1 OVERALL SITE VIEW OF PROJECTS _ of PARCEL M 121055166001&121D55165001 20151NTERNATIONAL MECHANICAL CODE(including IMC 2015-WSBC Amendments,July 1,2016, G12 3D VIEW OF PROJECTS TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 3,SECTION 5,T.21 N.,R.1 W.,W.M.,LYING NORTHWESTERLY OF w/IFGC-2015,NFPA-54,NFPA.58) z 601 St.Helens _THE NORTHWESTERLY RIGHT OF WAY LINE OF GRAPEVIEW LOOP COUNTY ROAD,AND LYING EAST OF THE EAST LINE OF ZONE: RR5 O Tacoma,Washington 98402 02 Chill THAT 20 FEET STRIP OF LAND CONVEYED TO MASON COUNTY FOR ROAD PURPOSES IN DDED RECORDED AUG.12,1919, 2015 INTERNATIONAL FIRE CODE(including IFC 2015-WSBC Amendments,July 1,2016.and _ rr A.F.N.35077. IBC OCCUPANCY CLASS: B Shoreline Amendments) 1.0 SURVEY O Phone:(253)9224168 2.0 ISURVEY - IBC CONSTRUCTION TYPE: V-B 2015 UNIFORM PLUMBING CODE(including UPC 2015-WSBC Amendments,July 1,2016) o in BUILDING AREA: BUILDING 185 sf,PATIO 134 sf 2015 INTERNATIONAL ENERGY CONSERVATION CODE,with Washington State Amendments 04 Architectural Z (WSEC,WAC 51-11C) AP3A Project TitleSITE&DEMO PLAN-RESTROOM AREA 3 AP3.1 RESTROOMI PLANS 2014 NATIONAL ELECTRICAL CODE(NFPA 70) AP32 RESTROOM ELEV/SECTIONS a — _ PORT OF ..�.. AP3.3 RESTROOM SCHEDl1El DETAILS w L-.- PROJECT DESCRIPTION ICC/ANSI A.117-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES,with Washington F = State Amendments GRAPEVIEW 1 RESTROOM FACILITY:MALE&FEMALE,ADA ACCESSIBLE. (including IBC 2015-WSBC Amendments,July 1,2016,w/IEBC-2015 and ANSI-2009) 05-Sb=U'W w PROJEC /� WOOD FRAME w/METAL ROOF,NON-HEATED,INSULATED,NO HOT WATER AP3S1 STRUCTURAL GENERAL NOTES oil, LOCATIO - AP3S2 STRUCTURAL GENERAL DETAILS PROJECTS 1w„ 2.CLEAR AND GRADE AREA FOR CONSTRUCTION AP34i3 STRUCTURAL PLANS&SECTIONS 00 Op E ! .- i a. 3.FINISH GRADE WITH TOPSOIL,ALLOW S15DO FOR LANDSCAPING O EXISTING SEPTIC FIFI In AND TANK: GENERAL (y FOR EXISTING SEPTIC FIELD INSPECTION,CLEAN OL T AND LOCATION,AND 6RAP£YIEW 1 CONTRACTOR IS REQUIRED TO VERIFY UTILITY LOCATIONS PRIOR TO PROPOSED RESERVE DRAIN-FIELD,SEE SPECIFICATIONS. CONSTRUCTION.CONTRACTOR SHALL CALL UTILITIES U DERGRUJD LOCATION ° PO Box 3 CENTER(I4=4245555)OR CONTRACT WITH PRIVATE UTILITIES LOCATING FIRM w-+-A AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.THERE MAY BEUTILITIESINTHE Gralnleview,WA 98546 / " AREA WHICH ARE NOT SHOWN ON THE PLANS. F r r SEPARATE PERMITS O 2 CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEANUP FOR H9SMER - RESPECTIVE WORK,DAJLV AND ATPROJECTCLOSE-OUT. z Sheet Title THE FOLLOWING DRAWINGS WILL BE PROVIDED BY THE SUBCONTRACTOR. ¢ 7! 3 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. (PERMITS WILL BE PULLED BY THE SUBCONTRACTOR): m 4 DRAWINGS MAY NOT BE TO SCALE.DIMENSIONAL INFORMATION SHALL BE COVER - r OBTAINED FROM WRITTEN INFORMATION ONLY.VERIFY ALL DIMENSIONS BEFORE 1!l . ELECTRICAL DRAWINGS PROCEEDING.ANY DIMENSIONAL DEVIATION FROM THAT SHOWN WHICH MAY I 2. PLUMBING DRAWINGS AFFECT INTENTOR DESIGN SHALL BE BROUGHTTOTHE ATTENTIONOF THE Q ARCH ITECTTO OBTAIN WRITTEN RESOLUTION PRIOR TOPROCEEDING. RESTROOM 3. MECHANICAL DRAWINGS 5 ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OFDISCREPANCIES BETWEEN m DRAWINGS AND SITE CONOITINS. CraPe�ie- 4. PRE-ENGINEERED TRUSSES 6 PRESER VE AND PROTECT ALL IJTILIT ES WHICH MAYBE PRESENT AND NOT f Carasissioacr Disuttts IDENTIFIED TO BE REMOVED OR MODIFIED. i J O 5. LANDSCAPE DRAWWGS 7 PRIOR TO ANY CONCRETE FORMING,VERIFY SUBGRADE ELEVATIONS WITH ARCHITECT ENERGY SUMMARY fib_ d {! + pwsa��',-•wnt r.. 9 WSEC 2015 w ®` �-I r Ar : rare f w.wr NON-HEATED BUILDING,NO HOT WATER,INSULATED z --.------- .: w -_,�----• - � _ -...._ i "`, BUILDING SHELL ROOFS R-49 batt in attic z Project Number: WALLS(ezt) R-21 batt in stud walls ¢ WALLS(ht) R-21 batt in stud walk O Project issue date: 10/30/15z Submit date: 629201710:58:08 AM PROJECT TEAM ABBREVIATIONS LEGEND < r w AT EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES:BETWEEN WALLS AND o FOUNDATION;BETWEEN WALLS AND ROOF;PENETRATIONS OF UTILITY SERVICES Drawn: Author A - P - THROUGH WALLS,FLOORS AND ROOFS:AND ALL OTHER OPENINGS IN THE BUILDING O ACT ACOUSTICAL CEILING TILE PCC PORTLAND CEMENT CONCRETE O WINDOW TYPE ENVELOPE-SHALL BE SEALED,CAULKED,GASKETED OR WEATHERSTRIPPEDTOUMIT r PONEO AFF ABOVE FINISH FLOOR PLAM PLASTIC LAMINATE AIR LEAKAGE.NEW FIXED WINDOWS SHALL BE TIGHT FITTING WITH GLASS RETAINED BY E Checked: Checker PORT OF GRAPEVIEW B - PLYWD PLYWOOD O PO BOX 3 STOPS WITH SEALANT OR CAULKING ALL AROUND. 0LOUVER TYPE ¢ GRAPEVIEW,WA 98546 BR BRICK VENEER MASONRY LINT POL POLISHED F.UobrA2a15K1rapiiimbmt 425-610-6552 C - PR PAIR PORTABLE FIRE EXTINGUISHERS J I...IAREVm(1rspMewieu.I,.z File: contact Glen Carlson CMU CONCRETE MASONRY UNIT PRE-FMB PRE-FABRICATED 102 DOOR NUMBER PER IFC Sec 906 PROVIDE CLASS 2-A:10-B:C FIRE EXTINGUISHERS,PLACE IN z small:portofgrapwiew,@gmail.com CONIC CONCRETE PRE-FIN PRE-FINISHED COMMESSIONERS: CPT CARPET PRTD PRESSURE TREATED a 1 ASSEMBLY TYPE JAN ROTS ROOM. Scab: As indicated District John Arid mon CT CERAMICTI REVISIONS: LE PT PAINT J DistricQ2 Glenn Carlson CTB CERAMIC TILE BASE PTO PAPER TOWEL DISPENSER OFFICE ROOM NAME o. DESIGN PROFESSIONAL IN CHARGE: Rev# Rev Date esc Dription District 3:Lowell Mahugh E - R - 201 &NUMBER THE REGISTERED DESIGN PROFESSIONAL IN CHARGE(ARCHITECT OR ENGINEER < ARCHITECT: O'PT ENAMEL PALM RB RUBBER BASE SEALING THE DRAWING)SHALL BE RESPONSIBLE FOR REVIEWING AND HHJ ARCHITECTS,PLLC EPDX EPDXY RCB RUBBER COVE BASE COORDINATING THE SUBMITTAL DOCUMENTS PREPARED BY OTHERS,INCLUDING cc 062917-maso Revision 1 EPPT EPDXY PAINT S - PHASED AND DEFERRED SUBMITTAL ITEMS FOR COMPATIBILITY WITH THE DESIGN ncomments BUILDING SECTION 601 ST.HELENS AVE 1 a TACOMA,WA 98402 EX,(s),EXIST EXISTING S&V STAIN&VARNSH OF THE BUILDING PER IBC 107.3.4(2015) 253-9224168 F - SC SOLID CORE A1.01 cont t Roger Hansen,Architect FF FACTORY FINISH SG SEW-GLOSS FOR DEFERRED SUBMITALLS SHALL BE SUBMITTED TO THE DESIGN o ac z email:roger@hhandj.com FRP FIBERGLASS REINFORCED PANEL SOG SLAB ON GRADE PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND ¢ WALL SECTION FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT O v SLIPVEyEa: G - SPD SOAP DISPENSER 1 THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN W.E.COAT ES SURVEYING,LLC GL GLASS SS STAINLESS STEEL A1.01 FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. o 9825 GLORY DRIVE SE GLB GLULAM BEAM SSR STANDING SEAM ROOF THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN m OLYMPIA,WA 98513 GWB GYPSUM WALL BOARD STL STEEL AND THE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING 360413-0510 H - SV SHEET VINYL 1 DETAIL CALLOUT OFFICIAL. contact:Wade Ellis Coat PLS /P es, HC HOLLOW CORE T STRUGTURAI ENGINEER: FDWR HARDWARE T. TEMPERED GLAZING C CHRISTIAN FYNBOE,PE,SE FDA HOLLOW METAL T.S.H. TROWEL FINISH,SEALER&SHAKE 12181 C STREET SOUTH I - HARDENER 2385 TACOMA,WA 98444 IN UL. INSULATION THC THICK,THICKNESS A1.01 1 ELEVATION CALLOUT w REGI ED 253-537-8128 M _ TPD TOILET PAPER DISPENSER RC ECT 0 contact Chris Fynboe MAT MATERIAL TRWL TROWEL FINISH O small:ccfynboeQcs.com MFR MANUFACTURER TSCD TOILET SEAT COVER DISPENSESEN R� H MN MINUTES,MINIMUM U - a ASHINGT hR MOISTURE RESISTANT uL UNDERWRITER'S LABORATORY CAUTIONIII OVERHEAD AND UNDERGROUND UTILITIES MTL METAL V - ¢ y N _ VB VAPOR BARRIER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PERMIT SET-RESTROOM N0. NUMBER VCT VINYL COMPOSITION TILE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.THE Q _ VWC VINYL WALL COVERING FABRIC CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO COMMENTS-062917 oi OFCI OWNER FURNISH,CONTRACTOR W - CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- al INSTALL WD WOOD 800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. o= A P 3 OFOI OWNER FURNISH,OWNER INSTALL y PERMIT SET - RESTROOM COMMENTS - 062917 0 i : A 3t Is i RESTROOM 5,6 I f .,r PROJEC / �� :I o- DOCK y ` J PROD ECT� PLLC RCHITECTS mpa�ipnn 601 St.Helens O Tacoma,Washington 98402 1651a'�8� .L 'r° c ., o Phone:(253)9223168 - GRISWO s 51 ° - -M ORT OWNE _ z Project Title 3 PORT OF GRAPEVIEW ,r • Quo r ) "'� o PROJECTS 5167AQ6 a SEPTIC TAN J\F�� o10 e WATER/CA r ,.. C, \J ,itto3to7o671 ° PO Box 3 e WATE _ Y Ap I /� w MARINA `{ MAR NA - - BOAT RAMP o Grapeview,WA 98546 V SHOP 2_STRnOM T' - z Sheet Title :ROJEC OVERALL SITE C, VIEW OF e PPS ` PROJECTS �f t 3; i ri (.0) w z Project Number. z t is J z Project issue date: 10130H6 t� a Submit data: 629201710:58:22 AM Drawn: Author - 7590110 0 l` o Checked: checker 0 a 9 FUabaA2015k3rapeNmv east •/ �' f 5 f :. .' ., ' J WCMREVmC*apevievlaurchM z Fie: I 1 z Scab: 1•=40'-0" a REVISIONS: a Ra,* Rev Date Description A wt r_ J a ... ._ z \ , U_ a ► 576tx 1:3 o RE CIS EIll CT w r'- I U T R SEN SPATE OF WASHINCf a rc � o � SITE PLAN -OVERALL AREA WITH PHASES A 1 —40'-0° I PE COM.£NTSRO62917 o o W G1 .101 PERMIT SET - RESTROOM COMMENTS - 062917 011 i x. o + y a ARCHITECTS PLLC 2 601 St.Helens O Tacoma,Washington 98402 O Phone:(253)9221169 O F _ y Z Project Title RESTROOM @ PARKING AREA o r W PORT OF - GRAPEVIEW _ o PROJECTS - _ - - ° PO Box 3 Grapeview,WA 98546 O } Sheet Title .- 7d Y 3D VIEW OF PROJECTS Z a W W - Z Z W i Project Ntmber. i Project issue date: 10/30/15 Submit date: 6/2 9201 7 1 0:58:39 AM Drawn: Author �\ O oChecked: Checker F:Uo 01=151Grmlmm—Eoat bu'H RE VmGrapeviarleurohM z❑ File: 2 Scale: 4 Q a 7i REVISIONS: d Revp Rev Date DescripP.c: a t s re w a K O Z❑ Z 0 m 0 O J W 2 el U 23e5 REGI RED ❑ RC ECT W U 0 a �OF 1ASHINGTO n BOAT RAMP PROJECT&FLOATING DOCK PROJECT °' ? PERMIT SET-RESTROOM CObM1ENTS-052917 ❑ N G 1 .2 PERMIT SET - RESTROOM COMMENTS - 062917 g 1J1.11!wi) Ap Jy13'lll! 7J�J N13i1 1J1�11 u1;1 SYMBOL LEGEND: THE S.W. 1/4 OE N.E. 4 AND N.W. 1/4 C_ S.=. 1/4 CF SECTION 5, T. 21 N., R. 1 W., 'W.M., MASON COUNTY. WASHINGTON & ram WRAR INT.ASMo 7 VERTICAL DATUM: !T3 vXCAAI J PWWX w IOW"I IIDA_-lu,i Pa AM 1?501. LEGAL DESCRIPTION: DESCRIPTION FOR AQUATIC RESOURCES LEASE: +SUDi�BENCH WAR' AT Au,L CASE IIET, I%'ATKN:944 AT 7CAL 3 � • Fa6M1 A$NOTE) }Ai PI•}?CRE1gJ AYp-E,ACCpW:ID INAI PU41NN1 U HL 3L U JOl ALLI OLLA• HL_ML'!YLAV LLT IUL�WILN;, PI) SIM -� TaND WIG R YAS}•!N Ai NOIkU WE PIAT UNDO NO 2 Ai RTCOMED A W0LlbE' DINED 3l THE STAIE a AASNNCP}.,SITUATE IN FRONT CF G4 SWOL)41VU 14 TIC a," 199}IOU /\ U PLAN PAM.3.nOX6 O VASA.CO.AI-, P AF Of DETXIT ND.2.N G1%M,"'LOT 2.N SE21ON=T.?I R.P.I W_ILK. L•X00N-N47?SCA'.W122VOW NAO 93(1W) WASINCTCN,ANC BFAC A PORTION OF MASON CWNIY,M.SIINCI';A,NUR PAXIEULA LY LiSC-VAU AS tO.LJ^: EEEVA_" IS 11'NAM 6R 1t) =CALC.AATED C-0HRWENT L)T s.xcna S.1OWGIF 21 C]W_44CJ IL AT nE INTERSECTION 7 lE SIXIN LSE OF iND FFISYOLD AIEIRI=1ITi (100 NAM An:.•IV TrAl611 WI NUOIL MI.'6LSI,at THE SOUTWASEI.Y WE:AAPENEY LCOP RCAO;T,F:VCE S65D225Y AM 33 FEU IIILII VAR(q�.R_igE'F7 AI'NL i.:DD6"XY VI a OE7FaT N0.2.1AL•.FG?3 A W.%40 3TI14 ME OF(i3ipTl D A%FflIF AID-S FY'FN5(Y IT THE I IE OF WEAN ,Cis ` ALSO.ALL TEQAW,OF EE ICa1}Ct,M. LON RX AND IFE_N_EMT OF EEOWN IC DfNC_CONIME T,SAD L'\SVAP J N.1/a O)tN(R ZC}.11 S SLD(iW}x•ON ASU01 4I(MPl(pi f 'Ai T SJ fP.al MEL gTuAFrAu lY Fpm BY An"'�Tplf a N0-'A ]P, L41-J451?.DI Xv N_NL,y U451 UD AN"u,S�+25Y/19!; 1lV[k DA 56'1."L CALC.0 ILO H,1:NOS Y.a P.?A Ufl"IU-'IWA•NA(l C6 IU IUA_MLLIt.V 4RMiE w iR(INT T MALERi-0:1R AB.ITIW.^. 6100:�T TO n1:FASTR_Y DIENSIOn X THE Y3M lA4 P-SAI)CA>T70LD PZE; 9,0Q,HER_d. (] .5'qN CAT}BA>Y LJ'011}E ADV•C asaaBEJ INyA`E•AID LDVF M4.CE 19CDY51'W x.x FFE"A_TC SW NCPII_NC TO IRE LIE Or lEAp JN 7E: el wq YNE D)AIN ANC$OJT,LIES INCRECF nFTCE M613.'N 3.02-IT ALM SAC lPf a uEAN LON n]E 7FFNC_SI1572YE CCNDAf NTCCY,L-2' _ =5-0RV RtA1M JUIKI.F DLEND")EAGER-Y EXEF*C ANY FRTION TFEREIT HtOW It LINE OF W:AN LOA TIDE 3164�'M ALOW SAE LRE OF WEAN LON na:"WE SY-SYO9"W 1130 FEET ALOW, BASIS OF BEARINGS: ® -Polo,vAAI STUD LINE OF THAN LOW ME;HENCE S2413'25'W i 4a F=T 10 TIRETM.E PuT S B31IVNi Ep3.PNEM UTILIZED FOR THIS SURVEY: Ti,-u u�rAc / I - .. low( aI 9witXORI61ATE SYSTEM a!t63 San+ - 'FCCRA FPdCaa4 rOCL i0 AY'A;IKOI iUE VAD 1a33'fT i A !- PPOWAA 2 PR CLOT 91 P.YTY C11MTR7 WE'4N3D-'ELD RAIE6SE f—-WY WIRE / CE): i I,y• Z��'•�•- - Nis 3P.YC/COOP-ES III Yl Q .PROPANE t«.e 1 , s Fo,a Nq SuIU ES JF TFE SU44ET RE c.V:7 --ALL DAENSt«S ARE aNDWN ai 6R7tnD.S)F4 f,3 I �t -! t La,APFR S6.ON Ra AND 33<-131 r uN F;<o"xFeLe�MTr)-• as FM Em C1 -SE"TA.3•R k CM(it-,42664) PtIc o -NON:IAA •s Na9E ` `• �� '� } I -OHUNA!HILNNARP.I101!4: ' taarr_-' I I nMi s, I sococ" \A f+ • '`•. �. -am A% (EII PP[ I f CM �' NpJ4 -M HA([IaSON) 1\ mwm OFAfANC�` ,�j�/1J .� PUOP .T�p. A r(ON)•j f'AON iPE SHED H ALL } DII'NCP.l4 I !✓ `E 1?'L7.C:IlES' S EASERL Exrtw)31 a IAAND I AO M -- 1'. I O,F3AIAfY.", L C01175D' ��.�FOUO AD Rj'AC PER N3.RW6•DEED6,MFPE(5 Nni1 --r I / ,•- j•699F - 4b71':',7 I FAD ION 1Y'k-1E.iF MLLD'. R\ OY11PATUW 51.7r 1 .'Ti'3' N6Ti`6b 4Dr �(D�i `=Cv ► I y 0MI-'6f�: r-93F�' `T-'� -- I-• f aR�rNr PamT ! F6Rr0.geooc uW9iz ; LAID APE FZQ S,i - ; F•P•I.W ILD6 PFE � GRI OlD AYE. R 12LG ari - _ ! �boa eNp 'N " a D4r MONO S ! 9 1 2 U1.1•Ib iO•i roAdq iRR-DY I•rL Cf_A91W1L3]1__ �_ 771ahtEDEY L(l•R5T)- `�T.„�/ A -\\\ \m,\�)v io�]r)f w V 30.9D327 -cRALNN ! T— Ull 47 W:AM5M \rn• b x 1st IT 93 ' , N C1YPE1D 3j OM 3!PCum- I *Amy itw.11. rwmr�(NI LLJ1 OIIC.-21:6 OlfNTi IIW!RA ILK W,6 PLC-2331I >12' II — — — -� \ \•`T`\/. FUJIO WG I JI W I_ I '- SEU D�AIL WAW 1 , BUT FAY>pCR)ItCIF3 -I—-- _ 006•N711 E I J -NT-.iAf HAWIV F— � N ` PER SIT 19417* Q I I me Ii - - - - - _ f. I , . - I ' j - - - - - - - - - - - - - - - / I � fEAq):;4'IX* - - )� D,;HEP,4 , / LV" nv*M Av W D) I ' 10.11 %"AL.- — Om u E Of D7 F9Me,T LOT a i 699, i ' ------ ---I--- - - - -S63av^r+e a6--- --� 30 I_ A - - DEiAIL "A„ tAIC•%TT Cut 1--X' In"v-.Ww r. AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE SURVEY IN: Ri It 17-2 at IE.alldl USnAY n x— tH s MAP cuRRc-Lr r�rwE Nts A swrEY MADE a ME aR,rtrE:YT ��i i"S cf�a'` e.L Coates SL!rvgV t7J FCRTION OF TIDELANDS AND BEDLANDS IN AND T__—M.IN SCO4—OF AT PAGE DPECTIO\ N C:NFO;MANCE NTH THE RE"EVENTS OF MVEY;ECO;DNG /�'/yam 4EUTTING THE S W. 1/1 OF N.E. 1/i AND N.W. 1/4 Lnk::/'8/2O1' _ AT THE REGOT OF WE COATES SURNEYWC. ACT A-TH_REaIES- �I' 13ti� r�•� 9E25 s1. N SE OF S.E. 1/4 OF SECTION 5, T. 21 N., R. T W., C_Wx CSB IN•tLD!ANY OF'D+Z201, ' ^ �. :' .F/ p a,w/.9E5.3 W.M., MASON COUNTY. WASHINGTON .a+a be MEC e;lv.------ ---- s------- \\ ,\pFAWN / / ,'�; \ GOV`T LOTS 2 AND 3 } C^M5 na'x Gti BON-RAW `r^,_LAiw'i F T FOR: HHJ rues GRAPE\I--w _IPUTYAWIOP. COUNI'AWMR 4 J A CERTIFCA-E 042584 ' aPN: Sheet 1 of 2 ;1_Y,fj_J11j) A 'Ayil y-Y I 71 J.N1111�1J1�f� JV.A;j THE S.W. 1/4 OF N.E. 1/4 AND N.W. 1/4 OF S.E. 1/4 OF S-CTION 5, T. 21 N., R. i W., W.M., MASON COUNTY. WASHINGTON FOND 3,6'Poll W FOLK 3!4'P.ON np- SOY FIERSIM- I�@IFR;aN; FAND 5/6'REW f �`� / (� - 0.0E 11-X S O.La VEST r 7/3 n0i1F t C95'CAST --r a, �to"51e wNa a CAF �]fr�1 PRE 009'mom @ On,EST �- FD. CASED%%-Or VV.%E I \ .-0 ` �'�E rt'C�'..RF.Lz � '-- "�- 'I W*L / V,X1 9A0EY MFUL W.4RPANT f.:5202 �+' /— - �•-' (FA' _MOr fTREiO POIEP. 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C'o.R FOR PO.AD PUFCSES N OEM REOXCfD V.G.12.ILIA AFL.SOP. � l I iL D:tl1D 10 NAS.P.EM41Y L f AS PUXK RCN"Pe;VOL 36 JI I Sf PO 10 OF CUTS I at I . 1 AUDITORES CERTFICATE SURVEYOR'S CERTIFICATE - SURVEY IN: As F 17-2 / c sANA:I'=ST FlfD FOP.PE.ORD THS_DAY 0' 20_ 'HS 4A=CO CTLY FE=R=SENT:A SUBLET utiE BT NE:k UW3 uT I .,, `H]+Av,`^,�, W i. Coates Surveying PORTION OF TIDELANDS AND BEJLANDS h AND At__Y IN IER1i_01 A"PALT , G� h\�v ABUTTING THE S.W. 1/4 CF N.E. 1/4 AND N.W'. 1/4 D°I'2j8J2O+7 DkECDYE EE LIRi(IRVAN(F ATH THE E,1/R:IENTS llF SUP.'YEY kECIIP,pNG /�/.. '},� AT TIE REMST OF IEF.COATS SDRI a : C=:N ACT AT?TE�:U:ST d TIw t ,�1-c; 9825 Gorr Dr.SE OF S.E. 1/4 OF SECTION S, T. 27 N., R I W N..n, 'F Afl1 _ ` R4 FOM Y 201� -- cNrA I !� f OTmiT.MA 93513 W.Y., MASON COUNTY. WASHINGTON n„A.11y ITEC (GOV'T LOTS 2 AND 3) TA.— :;V HIAI RAW NT VO�A�\g`pL sL>1t�10'i. OR: HHJ reA Ix:RAP-V" DEP_-Y AgTOR Sheet 2 o WADE L f 2 . . ' ' ARCHITECTS Af Tacoma,Washington 98402 ' � � CONCRETE � )NCRETE Z Project Title CURB HC hRELOCATE PORT OF PLAT OF D (a)9 BOAT TRAILER CHAINLINK it EL (a)SEPTIC w ilds ADA 4 NEW Lit SYMBOL ><, Sheet Title PO LE 1 111000, SITE & DEMO NEW C I LINK RELOCATE PLAN ' | 1 FENCE REUSE , — - - - - - - - _ _ _ � — — — � RESTROOM / — _ _ — _/� _ _ _ — — _ ' . Dt / / ' AREA . / POWER T) / ' / / Vb^ I J A / / / m . NORTHLIN \ � / . / `+ � ' ~ FROM PUMP HOUSE .^�~, — — — — — — — — _ _ Submit date: 6/29/2017 10:58:14 AM � � '/ ,. mo�mn^omnam�wmmo�� ' ' | ' D—: Author ' +�o� / � . � � Checked: Chsk. (a)POWER POLE&LIGHT z File. / ° | / / | / , / ' F�ESTF�(}[lK� / // LOCATE [z(]IKjT // ' / � . | / ' ~ af w EST ~/ ,/ ,/ / // � ' /' / / / ( / C CT � �I GENERAL PLAN AND PLUMBING NOTES (a)CHAINLINK FENCE -1I RooF rvPEs: AP32 I 1 DIMENSIONS ARE TO FACE OF STUD,FACE OF CONCRETE OR GRID. WALL TYPES: Ill- STAR DOUBLE-LOC 18-,FERN GREEN )OH POWER—�) _ _ SELF-ADHERED MEMBRANE 2 NON-HEATED BUILDING,FULLYINSULATED INSATED PER WSEC, Wi-Tl-ll SIDING LINE 12'SHEATHING 3 HOT WATER IS NOT PROVIDED VB,BUILDING PAPER II PRE-ENGINEERED WOOD TRUSSES 4 WELL WATER IS NOT POTABLE,PROVIDE APPROPRIATE SIGNAGE 1@-SHE S @ 16 LANDSCAPE AREA I R-49 GATT INSUL IN ATTIC 2x2 STUDS INSUL oc 5 PROVIDE WATER SHUT OFF IN IN JANITOR PROVIDE CLEANOUf IN I I 1'-0' OVERHANG.Tr? JANITOR R-21 GATT INSUL RELOCATED R2- STAR TRANSLUCENT PANELS,ALMOND 6 INSULATE PIPES IN BUILDING AND TO I6'BELOW GROUND. 3/4'MDO PLYWOOD RHODODENDRON I .I PRTD 2x6 AT 16'ac w13I4x3 BATTENS I W2-3/4•MDO PLYWOOD BOTH SIDES NEW CHAINLINK FENCE 1 FINISH d PANT COLORS w/3/4x3 BATTENS 2x6 STUDS®16'oc NEW 42'GATE I 1 I I r _ ROOFING: STAR MNFR-FERN GREEN R-21 BATT INSUL 4'CONC SLAB I I 8. 8• 6'-6" METAL STAR MNFR-TRANSLUCENT ALMOND EDGING PAINT: ALMOND-INTERIOR,EXTERIOR TRIM •112' AP3.2 -112" dj SHERWIN WILLIAMS,SW 6133 MUSLIN JI O CHARCOAL-DOORS,WINDOWS • SHERWIN WILLIAMS,SW 6992 INKWELL ARCHITECTS SHERWN WILLLLIAMS,SW 75T7 BLACKBERRY -11/Y I 11 •tr a 'ec S/1Y TRANSLUCENT1 AP32 PLLC MAROON > AP32 4 J R2 O PEA GRAVEL,TYP- a51�I1S S a ra oF o MESSR 601 St.Helen. ALONG BUILDING 8 O Tacoma,Washington98402 O BESTCARE PHENOLIC RESIN WALL SINK w/FAUCET, { o o r I / I R1 ADA,MODEL#WH37753373 i w / .S a d O Phone:(253)922-4168 os w ILL I Q - < I' - O Q I O TOILET: � �.` Q ~ - DURA-WARE FLOOR FLUSH VALVE,1.25 NPT SEWAR LINE TO I slo 1�12.{' B 0. o I Y --��. +I - _ w - - 2 Project Title CONNECTK)NS,SATIN,ADA, (e)SEPTK:TANK O \�door. m I I 2 MODEL#R2141-T-3 FLUSH VALVE: -1' '-12� O112 AP3.2 PORT OF SLCAN G2,SENSOR ACTIVATED,BATTERY - ) MODEL #8111LUSHOME7ER, - HB 1 AP3.2 I w 4 FE,. .FROST, h. METAL GUTTERS GRAPEVIEW Uftl_ffYSNK: Wp KEYED ' I OPEN AT SOUTH END, a MUSTEE UTILITY SINK,SQUARE 24'x20', v L. ' - v FERN GREEN O� PROJECTS THERMOPLASTIC,w/FAUCET,MODEL#19CF '> o 'a G• "35-0' - i? ,•TYP - tD T(HI P1PFR QMPFNCFR J� ��---•--�� - N �. I \ - - - O TOUGH FT GUY,2 ROLL STANDARD,PLASTIC,SMOKE, AN. i \m 1 K MODEL#22LC64 r W3 Z. .WATER SHUT-OFF: \ \ I N MIRROR: -1' 12" ' B\ 1 F' BRADLEY TYPE 304 STAINLESS STEEL MIRROR, A.. AP3.2 ) METAL RIDGE& � ° PO Box 3 MODEL 746,24 x48' f O `K I I GABLE TRIM,FERN i w > O - GREEN,PER ROOF I� -I w Gralnleview,WA98546 HAND DRYER, ) m D AP3.3 B '2 m< MNFR \ r a ' Va 2 \� �/ O BRADEX,WHITE STEEL COVER,SURFACE MOUNTED, _ - I I SENSOR,LOW-MID TRAFFIC, `� #' ' 3 ,��'1�T2. ;•< 1 - ;.I U 3 8 L Sheet Title AERIX 2905-287300 I 00 •�4��+ C MME-N�', o S AP3.2 TOI FT c AT .OVER DICPFNc R• I� Z .. TOUGH GUY,SMOKE,MODEL i122LC68 3 -- d %� ew w RESTROOM N=LL SOAP DISPENSER: RESTROOM ROOF PLAN w PLANS OPS,VANDAL PROOF,WALL MOUNT, - -; <o- MODEL#1000-03G I 2 1/4•=P-0- m NEW U/G POWER I o TO SUBMETER o METAL 2'-0" l II EDGING ai LANDSCAPEAREA I z RELOCATED ' - rY RHODODENDRON (e)LIGHT POLE, A w ' ENERGIZE, z (e)WATER 'I I I (e)U/G POWER I REPLACE. z HOOKUP RESTORE, w I l MAKE EXPOSED WOOD o Project Nwber. FUNCTIONAL SOFFIT/FRAMING,PT, < L ALMOND iProject issue date: 107J0/15 (a)POWER POLE 8 \ -—-—--} Q� I METAL GUTTER,FERN Q Submit date: 629201710:58:15 AM 3,VTRELECTRIC METER I I —� GREEN __ t o JIL ` R I 11 (a)FENCEINLINK �'yti 4 Drawn: Author (e)OH POWER�✓ PVC WALL CAP, ?� O LINE \ J// (3)PLACES -a 1 �'r o C��: Checker < •� EXTEND U/G WATER RELOCATED GATE 11 5.•S® R Yq.1,.e->;.,"I P:Vo6#12a1s1ar'p.M'r so'1 LINE,DAYLIGHTED NEAR �) { FAtar, J humMREV1 GropeWevdau cRM 1 RESTROOM NEW CHAINLINK FENCE 6'FLEXIBLE DUCT .�: ,,.,. z Fla: /� 1�r• NOTE NON-POTABLE ABOVE CEILING,TYP f GF�-, O WATER q z I A - ' O Scab: As indicated TANKPTIC // l 2, RESTROOM FLOOR PLAN GFI :-"" y� 1. -9'� a REVISIONS: \ / 1/4'=1'-0• R ` .cf n GFI < Rev# Rev Date Descdption � 1 062917�o Revision 1 PANELS TRANSLUCENT ROOF a ncommed. I REFLECTED CEILING LEGEND GFr NEW LINE TO(a) SEPTIC TANK TOIL/ O A STOCKHOLM,EURO WALLICEIL PACK FAMILY,HIGH ABUSE,LED, ? 3' PACK I/ I STYLE A BLACK FINISH Y SINK L . ,IGHENSOR EXTERIORR PRTD WOOD BONING, z GF PT,ALMOND F o 3/4I MOO PLYWOOD C9� (6)LIGHTS SOW,300W TOTAL I I wl314x3 BATTENS a CORNER TRIM,PT, 2' ❑B CEILING EXHAUST FAN ALMOND -�`trl UTILITY 2" CLEAN VENTS•US TT750,65 CFM .-..,zR . TOILET I OUT CORROSION RESISTANT "??f„ ' (��\�� U 23a5 MOTION SENSOR AT TOILET \ / DS DS RE CIS RED SWITCH AT JANITOR `/ O w Y SINK c EN 5/4x8 FASCIA d GABLE w �OF WASHINCf0 < 1. ELECTRICAL,MECHANICAL AND PLUMBING TRIM,PT,FERN GREEN w DRAWINGS,ARE DEFERRED SUBMITTAL w RISER DIAGRAM BY SUBCONTRACTOR. N /1 1/2'=1'4' 2. ALL RECESSED FIXTURES IN CEILINGS O. c WITH BATT INSULATK)N DIRECTLY ON THE z PE CEILING BOARD NEED TO BE K: PERMIT SET-RESTROOM(INSUL RMIT ENTS-062917 CONTACT)RATED. RESTROOM RCP W A P 3.1 �3 v4•=1. W PERMIT SET - RESTROOM COMMENTS - 062917 g 1 A P32 R1 METAL GUTTER o/ 514.8 FASCIA TRIM,PT, FERN GREEN I ROOF PLT n I ROOF PLT 1 9'-6- 1 — g1 ❑ I) I l.J� 5/4x8 GABLE TRIM,PT, 514 x 6 WOOD OPEN FOR FERN GREEN w U-0.38 `� U=038 BAND BOARD, DRAINAGE, A I A A PT,ALMOND w/1TCHAIN I I WOOD FRAMING,PT, • U�]7 U�.37 I U-0.37 ALMOND O PVCWALLCAP I FHB, Z ARCHITECTS WOOD PRE-ENGINEERD @ KEYED, PLLC TRUSSES @ 24-oc $ U I Yo GRADE 35' FIRST FLR L. FIRST FLR Z _ _ m T� .601 St.Helens - - - O Teeoma,Washington 98402 ,T _ III--III'---III — ...... �.:- — -- - - O Phone:(253)9224168 5• —�RGLASSW84DOW6- ._ I1 = IFIBREGIAssDooRS,PT,=1 :ffi—:i7-7-Li = wpmww�=II—1 III-I I .III—III—III _11 IIwJSECURfTYGLAZING. - -i"T... =CHARCOAL=� �_� � � �-I I I—II I =1 I1—I I 1 _ UL 2x BLKG,w/(3)1.S die ADA SKiNAGE 1 Y sq CONC PLINTH m R1 VENT HOLES w/SCREEN 2 Project Title NCN-POTABLE 3 5/4x8 WOOD FASCIA,PT WATER,SIGNAGE METAL GUTTER PORT OF ROOF PLT 4 WEST ELEVATION ��EAST ELEVATION GRAPEVIEW — — — — 916 va•-ro° 1 va•= PROJECTS R2 SEESHEET O U / AP3.1 R2 O 1 1P 2x BLKG,STAGGERD, - A O 518- PT,ALMOND S/4x8 GABLE TRIM, INS PT R-49 GATT I O ,FERN GREEN 2.Sx1 PRE-FIN METAL PO Box 3 3!4'MOO,PT, / FLASHING, C T - - - - - - ALMOND 31/4' ROOF PLT� Grapeview,WA 98546 9_6- O PRTD FRAMING,PT, 2 Sheet Title 314.3 BATTENS, ALMOND PT,ALMOND m 5/4x6 WOOD BAND w RESTROOM ALMOND BOARD,PT, � 6x8 PRTD BEAM w/ I 'u E L EV 1 2x10 PRTD BOTH TI-11 SIDING,PT, SIDES,PT,ALMOND I MAROON R-21 BATT INSUL _ m SECTIONS t METAL'Z'FLASHING / I h _ _ FIRST SEE SHEETIII=—III-- I. :I AP3.1 BAND BOARD PER 1 ELEVATIONS ...III:.::::- �::::::::� �:—� �_-'� -� ...._� —� �..__� �.-'� —� --� �_� -:__:� w zCD / = z Project Ntrnber: 6x6 PRTD a - PER STRUPOST I CD Project issue date: 1OJ30115 PT,ALMOND I - I a Submit date: 629201710:58:17 AM T1-11 SOUTH ELEVATION Drawn. Author VAPOR BARRIER POST BASE AND I o Checked: CAP,PT,BLACK SHEATHING O CharJ�r Q --- F:UobN2015M,p"mbo•t .-_.. 2z PRTD PLATE OVER '• '� �'..:. � pun[NNEvmGrapevis.LeucrtM SILL SEALER 4 CHAMFER ALL zO Fie: CORNERS Z .. 12.OVERLAPATLAP 0 Scale: As indicated 10 OVERLAP AT MOO,ALL SIDING,PAINT B SEAL ! A Q WALLS,J-MOLD,CAULK / EDGE 12•x1-REVEAL �T1-11 &BAND BOARD FLASHING /'1 a REVISIONS: AND SEAL s :.; 3•_�,-0• m Rev# Rev Date Description / EXPANSION JOINT - 4-CONC SLAB 12-SO CONC PLINTH, 4-CONC SLAB,oW PEA REINF PER STRUCT,CHAMF w GRAVEL SSA &PATCH AEDGES 3/4-, - _ - - - ROOF PL_ T & cc 9 6' V o • 1/4'/12- O 7 FIRST FL�� _ _ — FIRST�FLR_ a J; — — 0'-0' p�1 « c2 �— - -- ••,y: � �•� :III_ :III III I I I � m ti s f 1 1 ; III I' III III 11 17777777777 VAPOeeARrtet _ I I—I I1= t' I —I I I I I I_I 11=1 I I —III III= III=�i —I i__ I_ I III= =1 =1 I' J 2365 R-10 RIGID INSUL.--- - 11 I UNDER FULL SLAB =III= ' `• III, I I=1 =� = - :._;�' •: III--III= FIRST FLR REGIS RED �- - L.I--III_::_ T77__—_ — —_ - -_ . -'_ = _—_ —_ _... ......... 0' o RC CT --III—III-III—III —TTT—_ III—I I I_I 1 —I I F—I I I—I 11=1 I I=III—IIII-1—I 113 F NSEN =1 I _—=16 _ _III—III—III =1 =1 1=�I�_�I�_� = 1=1 1= �_I I—� �_� �_� �_I I —� �_� �_I I —�I —I �_� �_�I —� I I=1 I I-24• —_ _ rc S'TATE OF WASHINGfO r I I—I I I III I I I—I 11=111— w III—III- I to to v1 C9 3 PERMIT SET-RESTROOM _ a COAMIENTS-062917 ��RESTRO M WALL SECTION �01 RESTROOM POST SECTION NORTH ELEVATION PERMIT SET - RESTROOM COMMENTS - 062917 W AP3.2 DOOR SCHEDULE-RESTROOM DOOR FRAME DETNLS FIRE DOOR ROOM DOORB WIDTH HEIGHT I THICKNESS I TYPE I MATERIAL FINISH GLASS TYPE IMATERIAL I FINISH I HEAD I JAMB SILL RATING HARDWARE I COMMENTS Phase 3 Plan Building I SELF-ADHERING TAPE AROUND ROUGH WENS 1 3'-0" T•0' O'•13M' A FG PT — 1 FG PT 1/AP3.3 1/AP3.3 2/AP3.3 — 2 lkY1.37,INSU. OPENING PER STO JAN 2 3'-0' T-0' 0'-13H" A FG PT — 1 FG PT 1/AP3.3 1/AP3.3 2/AP3.3 — 1 LkY1.37,'INS MNFR MEN 3 3'-0' T-0" 0'-1314" A FG PT — 1 FG I PT I 1/AP3.3 1/AP3.3 I 2/AP3.3 2 1 U=0.37,IHSl1L h SEALANT,BOTH SIDES DOOR TYPES FRAME TYPES WINDOWS DOOR SCHEDULE GENERAL NOTES ------ OFFRAME — 1 FIBREGLASS DOORS TO BE INSULATED N o O 2 PROVIDE ACCESSIBLE LEVER HANDLES AT DOORS � 3N'k3.5'TRIM,PT, 3 VERIFY HARDWARE&KEYING WITH OWNER. ARCHITECTS 4 FORCE FOR INTERIOR SWINGING EGRESS DOORS NOT TO z CHARcoAL EXCEED 5 POUNDS(22N). P L L C 5 FORCE FOR OTHER DOORS:DOOR LATCH SHALL RELEASE WHEN p FIBREGLASS WINDOWS SUBJECTED TO 15 POUND FORCE(67N). ¢ w/1"INSULATED 6 FORCE FOR OTHER DOORS:30 POUNDS(133N)TO SET DOOR IN m 12'AIR GAP GLAZING,LAMINATED z 601 St.Helens EXT DOOR AND FRAME, MOTION 15 POUNDS(67N)TO SWING DOOR TO FULL OPEN O Tacoma,Washington 98402 PER DOOR SCHEDULE HANG BOTTOM OBSCUSAFETRE. GLAZING, POSITION O e i �. DOOR OBSCURE,BOTH PANES � r--� FLOG L— O Phone:(253)9224168 LEVEL p _ 10"KICKPLATE FIBRE HOLD FRAME OA ALL DOORS, GLASS 1 UP 1/7 FROM 1 p DOOR SCHEDULE ABBREVIATIONS 3 Project Title BDTH sloes FRAME O SLAB,CAULK O "FIBREGLASS DOORS AND WINDOWS,PT,CHARCOAL ALUM ALUMINUM p PORT OF FF FACTORYFINISH s LEGEND - DOOR AND FRAME TYPES noOR HARnwARE GROUPS FG FIBREGLASS ~ EXTERIOR DOOR HEAD/JAMB SIM GRAPEVIEW 1/4"=V-0" 1 LEVER LATCHSET,KEYED DEAD-BOLT,SILENCER INSU. INSULATED w 3'=1'-0- 2 PRIVACY LEVER LOCKSET,OCCUPIED TURN WER MANUFACTURER J KNOB,KEYED DEAD-BOLT,CLOSER,SILENCER PT PAINT o PROJECTS "DOORS TO HAVE IW AIR GAP ON BOTTOM STIL STEEL p WO WD EXTERIOR 0 DOOR AS SCHEDULED z ° PO Box 3 FINISH SCHEDULE ABBREVIATIONS ROOM SCHEDULE-RESTROOM Grapeview,WA 98546 HOLD DOOR&FRAME UP FLOOR BASE NORTH EAST SOUTH WEST CEILING j� 12",FILL GAP%#SEALANT (e) EXISTING MATERIAL OR FINISH z Sheet Title CONC CONCRETE ROOM IIIROOM NAME MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN MATI FIN COMMENTS a Co EPT FACTOREPDXY NT FIN RESTROOM CONC SLAB TRAFFIC RATED Plan Bolding FF FACTORY FINISH ON GRADE EXTERIOR SEALANT MOO MOO PLYWOOD 1 WOMENS CONC SEAL CONC SEAL MDO EPT MOO EPT MOO EPT MOO EPT MOO EPi 2 JAM CONC SEAL CONC SEAL MOO EPT MOO EPT MDO EPT MOO EPT SLOPE MJFR MANUFACTURER MOO EPT p SCHEDULE/ -- PLYIND PLYWOOD 3 MEN CONC SEAL CONC SEAL MDO EPT MOO EPT MDO EPT MDO EPT MDO EPT o PT PAINT m DETAILS �•"- SEAL SEALED CONCRETE f z 3/4x3 BATTEN. M- Project Nmber: AS SHOWN < ON ELEV& 0 Project issue date: 10/30/15 EXPANSION RCP MOO,PT, z MIRROR ALMOND,TYP w NON-POTABLE MIRRORR Submit date: 62920171058:19 AM WATER � SIGNAGE GRAB BARS SOAP AIR/WAND D—; Author DRYER e, TPD Tt THRESHOLD SINK o Checked: o Checker CONIC STEM a WALL,TYP F:UPb#120IMG,m,4 wbmt .. J burcMREVmGraPM�'IeMLeutcRM TOILET TSCD v, o File: z g Scale: As indicated F a A N ELEV B E ELEV C S ELEV D W ELEV d REVISIONS: 59'MIN.@ FLOOR-MOUNTED TOILET 60"MIN. 1/4e=1'-W 1/4"=V-0* 1/4"=1'-0' 1/4"=P-0" a Rev# Rev Date Description r 56'MIN.@ WALL-HUNG TOILET w O TOILET PARTITION WHERE OCCURS URINAL SCREEN 112"DIA.GRAB WHERE z BAR WITH 1 12" OCCURS 24" COUNTER z GAP FROM WHERE OCCURS m WALL 1SMP1. / TOILET PAPER ACCESSIBLE 4Y 1T MOUNTING 6• 36" I SINK BOWL 6- ' J AREA EEP o CD TOE SPACE4—z."I s m 6" Ll ® w 23� RE RED ll�� Z e ' m Z z_ ' o RC ECT Ti�I ti n Fes- I� NyII�,O Lj chi 1 OFFSET H M cwi WASTE RG NSEN JT = r'- a SLATE OF WASHINGTO w a WATER CLOSET WATER CLOSET URINAL LAVATORY OR MIRROR SOAP PAPER TOILET TOILET SANITARY SANITARY a SIDE WALL BACK WALL VANITY SINK DISPENSER TOWEL PAPER PAPER NAPKIN NAPKIN ? PERMIT SET-RESTROOM DISPENSER DISPENSER HOLDER DISPOSAL DISPENSER � CAMI.AENTS-062917 TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS AP3.3 SEE PLANS&ELEVATIONS FOR ACTUAL LAYOUT w PERMIT SET - RESTROOM COMMENTS - 062917 1.0 Costrvction Notes. These rotes%Wlement the speCIFV&,an. Any dserep"found a"this draw", Timber Shear Hall and diaphragm nail" Period, All reinforcing shall be lap-spliced a minimum lap of 40 bar diameters except as mated 6.10 Pro-Figneored Trussas specifications,these notes,and the site conditions shall be-reported to the Drag Struts and holdoles Periodic specifically an the structural drontngs. No more thin SO%of horizontal or vertical bars ArchltocG'Englroer, no shall correct such discrepancy In WIF". Any work done big sholl be spliced at one location. Meheer 9soni6Y and sP."001 be as do.w rn the plans nor n,arttaa,rer sFnn provide adatlaial 190 aril Assurance Fro,"member off sha.n or a•Kees!)to provide wop rt is mechow.al eaw� t,Noll or other the Contractor otter discovery of such 6xrapauy shall be dons at the Gantracta'S risk Ocalitt AS5uroncd Plans far Seismic Rests Uless otherwix provided the Provide,etvw bars(40 dianoter)to lap horizotol Steel at Carron ad inters iom n patitlem,arow trot local,ate.Trussaa.Ain apse Tact-two 35'shall roue the heel plates do" The Contractor shall verify ad coordinate the di merisians wrong all crowings prior to Pr d) footings and Hock. -di tie effect a ec &k loudri Architect or other Consults»for this project,the Contractor shall provkle gvolity proceeafng HIM wry Hark a/axlatbn. The Gortractor Is responsible for all Erection Lop welded toxic 12"or one;Spacing pw!2,whichever Is more. bracing,formwork and temporary"retructioh shorkq. OSSWOMCO for each of the following syeteme: Mho.need precut Mooing tridgng trncrg mars Filler paces sron be rurr"had a)the masinacturer. Pi stems and mom hor l limits Costa flammable"Wtustible,or toxic Hoch applicable.wind upllit tranig shall be proAdod by the maOcietwor.UFlow noted otharwbe the tans Per system In^9 h9 4 9.70 Concrete cover en reinforcing(unless sham otherwise). 110 Bidder's warranty. materials. Bottom of foot" 3' masAocwer shall specry oat Furnish can.bciUm hardware la the hstdbtkn of then adatem. Ey tre oa of stbnittng of bid for the proposed Contract,the Canractor Hare nts that: Anchor af ele tfical used For emergency or terns. The Contractor card all suhaaltractars he r4aneb to use hove careful and thor d t ge^a9 ��)Pei Famed earth lice 1 slab�n,grode 2' `we a,,see•hag rdies a al roaivrea pe,-M cii rr icie Shope row,said cal anon calculations ralI bettor y a9f icy Suspended CeeIng systems and than anchorage, Welts,HCathQ face I-1r2" . eases.specks)godes am applicable arts apt o a s Shop,trww p and w ulabn Ma:i be sea eat _ from sad the bawn s and structural rotes se I have}and them complete aid Mee Columns and beams to Strops 1-112' bf a prof...1 l wynca registered in the state a Mailowejla,. Mom ont,a for 5 SufF,ieM.o the purpose Mended;further that, Each Gartractor responsible Fa the construction of the bulking'!sebml-Face-resNting Bottom of Interior slab 3/4' m The contracts ha3 s satisfy d him elf the Site a the work and tint from inn awn system or other sustem listed n the quality assurance plan(a)shall xtmit a written Ails,Inside Face 1' Metal plated t,--Mal be mhoufawea a detaied w aawf__.M the Faw.r g sta dad. Investigations,he has sashed hiof m e to the notice and locctldn o the wok as to t contractor's Statement of responsibility to the Building O"Vid,Owner sal ArChtleat prior One choosier,quaiity,quantities of material ad ditiwRea to be ericaurntered,as Co the to commencement a the work on that System. The 5tatement of respansbikity shall meet AN5AW5i1MI I-2002 N boon Standard 5terdads for he H Rae t.Called hood Truss Caruhuclion extent of equipment and other facilities needcd For the performance of the work and as oil the requirements a IBC 17053. 3b0 Gannjoin S johns. M$UTPI-I q91 Code a 5to,dad ogpi-Meta far the wets Rae consusseated whoa Tres riesby e� Construction font Spacing In walls stall not exceed 50'ar center except uu erected by ItKVTP1 2-I995 sto,aa-d fa Testug wets Rare connected t�bod Trews. to the general end loco conditions,and other Items which may n any Hay affect the the Architect Hark or Ills performance,further that. own raforeq the tan arils,a anti be I'dick aecd uy the ralrkaors ,noti o a coJonmrce to the 2A Site work. htonzontal construction Fits In beats sal roan re not Itted except where The Contratar ad al workmen k iternds to use are skilled and experienced In the � � Pe^^ aep about referenced stadords,oral ny the fallowrig user advlsay naive(a rotices egnNolat)to: type af Construction represented by the drew"and documents bat Further that, 2.10 Extavdbn. rdiadted. Vertical construction joints inai beans d SIDS shall be located between the ' m nt and the third M of the Unless noted otherwiss,location of the �51-�e-�•y Feat-6uiae far Radlifs IrMtaliabn ad Brarg of wets Rae Comacted Head Trusses. Neither Fine Gortrocta mar any of his employees,aunts,ntendcd suppliers.or Excavate to depth shown and to Firm undisturbed materltl. Over-excavations Shall be construction or Centro jovds n slate-on shall be on coMm guns or ureter B5C1-52 5-x"sr'eat-T.s xstaltawn old Tespor-5 Dr." subcontractors hoe relied upon any verbal representations olfegcdly authorized or backFRkd with lean concrete O c=2J000 psi)at the Contractor's expense. Exercise e50-15.5,rmay 5rcet-web Manor Perna a,t 5--,Meb R.Horrsment pojois s,l somparti or and Shall not Exceed d For c%each Had. 551-1-es shioet-ConabecV- nwnaAlnorized from the owner ar his employees ar agent,Including the Mchitect or extreme care during excavation to Quad damage to buried Ines,tanks,oat other `-•'^^Ty La'dd'9 Ergiroars,In ossurblUg the bid Figures;further that, Concealed Items. Upon discovery do not proceed with Nock until receiving written fb Jests,beans a girders shall be sbEved For piping a conduit Except an noted en the The bit Figure Is lased solEly upon the construction contract documents and properly hstnretirns from Architect. A competent representative of the owner shall inspect all structrai draw"or as approved by the Arehitectl"ificer. mum Issued w ften addenda and not upon any other Hrltten or verbal representation. footing excavations fa Suitability of bearing 5vrfoce5 prior to placement of reinforcing Ekc Ingthree conduit ti silos,Shad be plied at Cc mid-depth af the slob a ll tit exceed Steel. Provide drainage as necessary to amid water-softened subg'ode. aPac� floes lob t the ess.conduit diameter, Conduit Outside diameter Shall mat exceed 120 Codes. ono-third af the slob thickrw». All meNlods,Maer.os and wOrkmarthp Shall Conform to the 2015 nternotiorai Building 220 Fill,bockfill and compoction. Provide controt joints n exposed hollow care topping at each end of each hollow care m Code(IBC)m amended and adopted by the local building aldhorlty. plank. Provide additional joints parallel to planks at 16'o/c maximum. All reference to other Codes and Standards.(AC1.ASTM,etc.),Shall be For the latest or rot or t against wall shoo not l placed until after the removal en all material object to rot or corrosion. All Fill placed agaast retoinrng rsollS ar bo5ertdnt walls shall be Flea- Q most cwrmt editon available. 6A Wood. - d'onh granular material. Structtra fill other than p g granular,granular,ea avel shall be granular,placed 1.30 Des criteria. in Inch lli and conracted to at least all Of Its maximum dmd density as determined 6.10 6-al. W ig' Fraii,Fiber Sidi be D"2 or better,except that 3t Fro"%sinter may be W s2 um1..co-wi.sW-an ljJ w Uniform toads: by ASTM D-1557(Mod.Proctor)and ASTM D-698(Storda•d Proctor). Peo gavel fill shall Ow play.All 7 ksnJer Sinai be kill tried Il M Each puce of knbn shall bear a grads s:ary of a racogntee b particle Loads L (�O Z )vE bad Dead load hoe a mpxYruparticle size of 3/6'ddroter. liwber gashg a rspecaar, oson o•ag,."per the wsT A.,iericm softwood L,wber Stadard F5 Asa 0 Roof 25 psf' actual n Z m Slob-on-grade 125 psf actual 3.0 5tructur01 Concrete. Prouid-cal or maledolc rim w Jnere or Hoe twit h-de,nA,ad lad scre.n bear an-ad ((��ii w rn 3.10 6erleral. Treat al woad b contact.0 retrace.mots,qac man 4 di d within 6'a sort.:.11 woad over water and C //C Z 3 : •IS%ncrecnE in stresses for wood Framing dtx loed for snow Rve lad. Ail concrete shall be had rock concrete meeting requremects ofAG30I- 1, al woad n Cara t Nun earl),with ore of the faiawbg processes � J cancantrated loads: -5pecit"i s for 5trvctlrd concrete for Buildings.. pYoportiatirig of ingredients for Chr-tad cooper Are viiae(ccA-G) �(L Mechr u ical units or outer concentrated hods on roof or Floor. All manufacturers of pro- each concrete mix Shdl be,bigmethod 2 or the alternate procedre given n A6I-301. DOT Sodko 6craa(spxl Z engineered systems shall locate,coordinate,v"Heights.etc,land destg their Place Concrete per AG a U-b-504 d conform to A04(306)for winter Concreting and ACI- AFalrro Cappe ant t ria"co and Ac,"Marme) O N system For these loads. 6051 for hot Healer aalareitng. Use intafar mechanical vibrators with 7p00 rpm capper Axok(CM-A and CA-S) V Lateral loekeb: minimum Fre Do not ova-vibrate. Canereto Shall be, laced n a Single g1J trot P Padr rose p ice.9 pre-a t maeria before Vsatmpt Ail iWd cats and trekd hales Swll be IIdO treated r kind(�C 1609) between constructtan a control joints. Protect all concrete ken premature drying, a<erdaxe w6,ArPA w-e - `J �n 110 NPN-3 second gust excessive hot or cold temperoture,for Seven dads after placing. lox=LO 620 Accsas .i Y pelts shall be A"A-50r. Exposure B 320 Strength. pelts steal be maleml.ram woven MIX)or heavy plate tut Hah- r Eathquallef Design Data(BG 1613) Twenty-Eight dog CompressNe strengths shall be: Fo&swl be camhoni,Awerkm or Como+n Joctorers any. le=125 psi slump tag ware,sheer pines-seen U-1 do-Jr Mosar-luc n'. 59=1.40 Sibs 3000 3'.1-V hid,as ad eomeobae"I be 5:rpsm.T.L.W-1 k or other wtarraalonol rods CaurJl bee)approved 51_O n-* Beams,columns,s,Verticaiy products.All Fasteners"I be installed per nosy/aaprerY reaorlmendatiaro hiss othen,"shoal. Site Class D Famed walb 5000 3',/-1 All hardware eynxd to wecths.r.encase portkxs a haling.or r c,toct with beaeel wood as apecnise 5D5 S 0q3 Footings 5000 4•./-1' above Shall be?d--d os folbe:Fmteron awl be hot sipped per A5Tw A I53 a-ticricaiy goMmbed Sol =0.56 Theo Slumps may be Increased with proper addition of adnixtur65 for workability per ASTM B 69,claw 55 ar greets.Hwasare awl be golvmaed per ono of the Fallowing processes=ASTM ,w Seismic 005ig catagory G without changing the water co:tart of the signal aproved mix dcsigl. Adr i.tures A 653 Claw Ia5(Srnpsor Sfax 61D5)or Botalvil Fist Doped Sal-wall per ASTM A 123. Bearing Hall System-Light Framing walls wth Gaftainrlg chlorites are rot permitted mlass approved ty the Engineer. Srcriws steal hardkore and fasteners sholb be used r crnheetbn with olive bsab-t rot 5heor panels-Hood structural panels spa�"4 Iltad all ay preeev process rt; ' I/=0.15H(Strength Design) 330 Materiob. Cs=0.06 Cemori A5TM 150,type I or type 1-11. Engineer's approves is iieeaed for use of Nos III 650 Mbmm mams J R x 63 cement. winnnn rang Shall be per I5C Task 2504.4J-No"Ylea le. EquNiolent lateral force method Coarse and Fire acHegat- ASTM C-53. Water Shall be claim and potable. 6.40 5haahrg rp"od OILY). 1,40 Sall data. Ai:gafng shall cariarm to the falweng standards:MIST Vole"Prodct standard P5 2-92.TNclTess and ISCO PSF bearing 5.40 Wrier reducing admixtures. Ia1`P Mai 6e es Sam All P*ood dholll be T*iV I ern species.lnbss aft-el le'"oe the faiawmg hater reducing admixture: ASTM G-014. Admixtures Shall be used in exact accordance me_-4-9 1.50 Inspection-see Specifications, with maufoctwEr's Instructions, poet a s eat a b•m cemar 1.60 Di7ferrcd Suixlittals;Shop drawl zed ormi Cocrete us admixtures to flowable rConcre PcN lbJect to ring produce btetned.s pport ad a 12 an ce ter Sutmt differred Submittals!sfnop drwngs to tx revleHed bJ the Engineer concrete may be used subjEci to Engirderb approval, Q for Nine following- Ar entrorrimnt: ASTM C-260 and ASTM C-444,entrain 4%pun/minus 1%Dy volvro r 630 61,elan hams. Concrete mix all exposed Concrete. Material,navVe ire oat"lli,catreh Sian be per N6U.VTC A-190.1 5trw hrol 61w;Lomkgted Thioo,'. O Reinforcingsteel unless atwerwiw shoat crn'ber al berms li!!bees dead lead deflif"M.Woes ottiswiw Shawn all bean shah Flo other admixtures permitted SJeS!approved b)the Fixylroer be conorabon 24F-IEE as t red In AHc-A'A table 5J,ad wx exLala glue Wiese andwix sna.n,iwusb» 1^ 1.10 Mfsceliateon. appear-b acceptable U) C) Verify all dimension ad conditions,In the field. 350 Formwork and SllorIng. 6.60 woad Musve" � Ui Vein size ad location of all e n the floors.roof and Halls Hith Architectural. Follow reconmerded practice far Concrete FormHork(AU-347). __ _ ,wNV W Restore for earl removal af I s Hill rat be rotted. All wood cx Nth estil odxerve le wal ei swl -1,ICC-ES approval_Appy all odhesNes w LL rnechancti ad talcetac not Specifically chile ruing opadioro ore truction locals be permitted or the Sections of ds,pro rot as approved shall a the iWUSdraikgs shall Follow similar details af new construction. z Sections d this,project ni approved the Mchitac far cncer. All shoo shall be the re bill of the Contractor. Formwork orbs and shorn 5 z oSr,cpe rip noatu'ol,nheahanioal end electricalsitw aasxhgs Fa canlerNons oral locations of k'S span tat wPP l; oputYg!not amenlslaled a shown on atrueturd plan. shall be designed to provide fiNlFned canoretc surface:at all tacos Icvel,pwrrlb,oat true � J to the dmmesiom and elevotial!Shawl Tolerances and variations shall be as specified, < Specbl Yepection in accordance kith IBC section 1704 sha11 be provided For the 3b0 RenFarcino steel, n_ W T_ following Rork gem. (Rater to Section Y104 for complete dosscrpt,m) DEtail,Fabricate,and place per AG15 an d AU-318. Support renfoceril with � W Reavred nor Freg2gm approvedw choirs,Spacers,or ties. W z Reinforced Concrete Reinforcing Periodic Deformed bar rChForcemerit: ASTM A-615 Erode 60 Reinforcing welding handed daformed bar redrforcenhcnt: A5TM A-615 bode bO or 40,waldobla grada. L.L Q !lr Bolts Installed in concrete Continuous submit Held procedres and mill Certificates showing carbon content for oil bars to be O �J Use OF correct design mix Periodic Healed. ffn1 St 1 air tests Continuous Yielded wire fabric: A5TM A-1&5 1 ASTM A-D2 fy=65 ksi � V Placement of Concrete Continuous Deformed br awhors: A5TM A-4q6 O Cuing temp.t teohnictue Periodic 0 ccF Drofi O-W. I-Mir: Revisor Prajecl Rd: (bent Rif, CAD Rd.: SHEET NO. REV. AP3-S1 e EXCAVATION PPE SLIM-01E I/a'SAICLIT X Ve iA0 TRCA'1tSe SLAB RAC O/B[.DINE (TYr) I Y4•H*1.FLL W MNFTIC. _I I T OR OR SMATE nevY>m mer 1H0>Z5. mlw:L. 1)VEtTIC.AL REW,SHOT N 5 ADDITIONAL IF =1 I� NOfdML ROW 5 NOT IN PROPER LOCATION. -I I o NOTE:SEE OF CA!DETPJLS FOR I- _ GAAl1pf9R OF CJd.L01115 Z COINER BARS AM SAFE SfZE 4;ZM AS HOPoZLNTAL REIWORCIND. •1M j;90 DESREE NOOKS MAT BE SIE6TITVI®FOR I I T I L CCRIER BARS. SEE NOTE HS. 40 BAR DIAMETERS(IS'FeN} 41 REIN'.Ar ALL MALL CORNER%ENDS.Alp (� TYPICAL WNTROL JOINT TYPICAL SPLICE U11E% MTERSELTIOG SHALL FApRICAT®AND 1 11- — NOTED PLACED IN ACCMAWE W APPRCPMATE 4 i 4'-0' N DETAIL SHON1 i TOOLED.DNT.IR.VO' 2X4 slam 1� 5)VW ACI MN.GO DE6REE HOOK MR DCCP EN' I _ SLAB F91F STOR AT 17tiT LESS THAN/40 BAR DIAMETERS PAST FACE OF - III-)I _IIIII 6)COIY.RETE MALLS SHIOrN,14ASORRY WALLS Sr11 T)HALL DETAILS 514"FOOTW DETAILS 54 9LIP 0 PARAII.EL NO EXCAVATION FOR _ 60 a AS FAS PPE OR DUCTS CG41R1tOL JOt4T I-I I I�I i I -+ �- rw-Kmw MW PARALLEL TO FT6 wwom 41 III-III BELCM THIS LIIE. I III III �, STEP FT6.AS REND= _..TYPICAL GQGTACTION.JOIN? _ �L NOFlTIJRBED �ACEALTE3�AT� 4 TYPICAL DETAIL OF PIPE ® CONCRETE FOOTING 3 TYPICAL SLAB JOINT DETAILS 4 TYPICAL 5TEFFED FT6 DETAIL BARS AS SHLDi1 ---..._ r �a � LOCATE MXR�TCI Or FULI OR•TO ID MORQ rl4 Q QB4116 R LONIRALTORS by .Jmm IbR - _-�7 VI ITMTK..IQI O•IHbRSET IDOMQ -. (3)716 B.U.STUD .,.outH1 GP IOR9 HI®tE RrLD ARCHIRLT Q . -•7 W T ft BOLT.SQ PLAN R UHD9HSIOE OF TOP P-SEE MOTE fTRN (4)T1LR WR S4'E Ams Wim (71 Md KM E04H STD•TOP _ /®Ill.HIM OR NMI Oh�y,'�pl FLOOR PLAN L eORat P Y)w Mro %LD HCi7D l4R.. ]10 RRI.KG. 24 BAR DIAMETERS(IS' ) �� "�`'• 1M r441 v�INST�5 TYPICAL ALL CORNER B ''. OVER PALL SMATIRIS !M OB00 fTRAF. SPP T6i 46 R GNIJr� 'TJl�� W NOTED OT!+ N HALL E lv&P WALL V O Z � ATYPICAL REINFORCEMENT PLACING DETAIL � 3 = w dw Z TO YR MI TOOMl6 �� J IN w •Gnt eui rTP m m SOLO RCeXINS (N ow OV.00. M. f11D UI rRAMfM�—\ DTC 0 T-0'OC FTo HALL J I I H4JR FLNro ( I Z PLA3r lE N Haleu rAce Q coL `J v' AT , 2.4 FW O 3TID5 RMD �5 TO A fTlpl M.LL TQ RATp �c O'iOM GIORD 7-0"OC i.N1 HN10• NAT,HALL !2 rL.IH IaR SIS W O.G.np 9T R TL! =.L0.Q -LpCwTL fTDI f 1afT TTTLK / N BL.STIR (3).m BL.STw R BOTT.CF S0.m Mtto 1 1wNb eM.Rrr) NwaR AOIX110NA1 aP11BS 6 mff \RI�O1 ` 9/4'O lAG BOLT sw•HOR \AN1� T1TIfiK IVAL fTOf (2)16d vwSON Ass ePb.HHERE -- I D'@®INTO NDVS.IIDIIO OR 1$NI •rA eL.u.L / THAN BEAM W A BOLT,SEE PLAN Ni+E QBOHS eJ.SIDS ro RHOS NO'N E.CJ445 we= MN HW a� / \ 4d MTOIOIQ WN U'TAN lTRM ATEAON TOOIAL9 CAQ Q MIWI1 L II II TrP. PARALLEL TO T#tNNkS 1 TO 1 ' 9NIROW.L meE INLW / / �OICKf K MR y 1 �Y AT LOW•-EAD=E CR EE„1 CQN.O CON RETE FOLNDATION OM/TOS T I J / PARTITION WALL WPPORT TYPICAL HOLDOWN DETAIL fx nREAT91 m-/ '.F SL�x.i X.c[>�e •imnMe P IGAL EXTERIOR IINTERIOR BEARING WALL FRAMING ELEVATION a WINDOW 5TRAPPIN6 DETAIL cW L 0 PRE-tl INUF.TRUSS 0 c0 1/2-NOY RATED SHEAO016 — � J SIYPSON'H1 A EACH TRUSS 8d O 6'O.C.UNO w 0 _ Q (2) I6d TOENAILS , Q ad O 8'O.C.lRq 2X6 O 6'-0"OC w W A35 AT 24-OC J 2M AT a•/ 5HEAR WALL 50HEMLE Q L1.1 4) 16d EA / KILL T'�E PA'c-EDGE INTEWMATE BOTTOM PLATE /�/•� 8d 0 6'O.C. (SHEAR NA': NO N.(2) NALM6(2) AFGROR SoLnN& V I.f_ Z H • CAPAO" W • OR NAILN6(S) O /Qyy '17F14lYLFD �_ Oi I/2'CDX PLYWOOD bd 0 W OL. bd 6 1-OL. 1/2'A8.0 46.OL. LL 2 16d FOR SHRlR U SC ( L&�) OR O!6.OTC WE OR*d 0 T 1/2'OL. BEVELED 2X VENTED BLOCIONO O IIT COX PLYW7C0 bd 0 B 1/S OL. bd 0 LT OL. sro'A15.• OL. O SEE SHEARWALL SCHEDULE FOR NAILING PATTERNS 2X AT 18.OC (moo LeFr/ OR o5e,o1E SHOE OR led*4 oL. a 2. O 16' O.0 ALIGN STUDS R/ TRUSS OP. USE 2X6 BLOCKING FOR 0. OR cox PLYMCIOD Bel1 4.Of..(4) bd•IT OL. OR' 0 24'OC,TRUSS SPANS GREATER THAN 3(7' hcnLttrTl oR osB.Both s oR 16d Y OC rGABLE END WALL DETAIL uaoac�LLrA/EL' NAILS-MINIMUM RECTUTn� PEEETSRATDN � TYPICAL WALL CONSTRUCTION DETAIL av NTs NAL FRRruA aweQ �eF -7 NiS 2)SEE KA"-MN04M REQIR�EMS DESORPTION MW DIAMERR WJXNHW FOR -- �� S)N 51W5 51-LL BE Wf2 OR WTTOS KLLN-RICO LATERAL 5TRN6TN I—1 D.W 4)USE 5x STIDS AID PLATES 0 PANEL EDdES AT 3d Caobr DOW 112- Rewl— SHEMOwLL B ONLY. bd OOM' 1 z. Aa'c1 Rd: 5)ANCHOR BOLTS 5HALL HAVE MNIN,M 3'BY S'BY AO O161 125• Owt R.I.: 1/4'THICK PLATE M49CR. 100 Our ISO' CAD R.I.: b)T/Ib'OW MAY BE WMTITVrW FOR IRS'CAX t Nldl OJ41' I.TS' SHEET NO. I REV. AP3-S2 A .4'CONIC SLAB w/' ' ~' 6x6 W WM,BRUSH 6x6 PT DF#2 ON CONC SURFACE PLINTH,w/ABU66 BASE& PC6 CAP yOLs yOGs 4'CONC SLAB w/#4Q 18' A 1a I I.:: �jl I:': .:.::'• oc BOTH WAYS,BRUSH SURFACE I x 'I',:• ..: 4'PEA GRAVEL 42:. - 6" o 6'hi x 6'wide CONIC TRUSSES Q 24" WOOD PRE-ENGINEERD CURB,EXTERIOR 4. I {•. "•.:.a-'_= oc I I )„ 1/2'PLYWD(32/16) 12 •. .._mp 2k. _ 2x BLKG,w/(3)1.5'dia m .-- ..0 -I 1. :.: I. VENT HOLES .. I.. r :.:•_: � -. 1Y Q CONC PLINTH,3hr CHO MFER ALL EDGES I q 6"N x 5.5'wide CONIC ( 'I' ;." r.. .::.I: J. ' 24 4'k10'CONIC FTG -__ — — ROOF PLT /1 CURB,w/#4 DOWELS I .: .. 18• y 9'_6�" 24"oc,INTERIOR ' z'L V.J W I' ol` n 90U Lf' 1` UJI Z m z 2.4 HF#2 @ 24"oo I �� CEILJOISTS Z 2x6 PRTD HF#2@16"oc 8'-8' V-91/4' / 1 Vwr/ HP#2 LEDGER 4•CONC SLAB w!#4 @ u O N WS 16d Q 16"ac 18'oc BOTH WAYS, - 2x10 PRTD HF#2 BOTH HARD TROWEL,SEAL, J cl NGER SIDES w/(3)ROWS 16d VAPOR BARRIER, 16'oc (R-10)2"RIGID INSUL _ UNDER WHOLE SLAB, 4•PEA GRAVEL 6x8 PRTD DF#2,w/ — PC6CAP RESTROOM FIND PLAN 1 2x6 Q 16'oc y� 6x6 DF#2 OVERHANG,TYP � 1 ABU66 — —I — — — I I C WOOD PRE- 2 ENGINEERD I I z TRUSSES @ 24•'oc I I II I I O O 2x6 PRTD HF#2 LEDGER w! —F —L I 1 (3)ROWS 16d @ 16'oc #3 TIES Q 6.Y oc,HORIZ 2x4 HF#2 @ 24•oc, Lo u CEILING JOISTS _ _ _ _ _ _ U) CC) Lij SEE 1/AP3-S3 (4)#4 VERT —I—I— — _I— I I Lu CY) Cn CONIC CURB 5/e"dia AB 32'oc 6.8 PRTD DF#2 BEAM,w/ Q _ 5•/12_ Si8•/12' I I 2x10 EACH SIDE ` (n BEYOND 12"SO CONIC PLINTH, S` QCUR TYP CHAMFER ALL EDGES 3/4" L1J J .m I LIJ .'•.-i... .... _ — ..' FIRST FLR FIRST FLR s III III III W D x —III-I 11= _ a HORN —III—III III—I I.� III I I I I 4.10 DF#2, I I I a Q III-III-III III-I : _'III III=1 I I= III—III—I I —III III :III - I i TYP HOR o I I I—I I I 111=1 I I 1 I I_ t — Jm'!oo,VERT.I I —I 11=1 I I I_I) 1 I_I III—I I I =1 11=1 I --1 11=1 I 1-1 ;::�: =1 I 11_1 11=�I.J:— I�__1 I I I :';� :. . . .._...I ! 1-_I 11=1 I I I c/) I_I 11=III=III= .I I =III=-11 I.._I .III- �:• :, 1.,1.1• —I I El I I_ — — -- =111=I — III=1 I I=1 I I _,6• _ =1SZ1`—III—III —1 I —I —�I I I I--I I I III -— III III III 'III I I I-1 11�4•I I I I I I I I 1 1 0 ' M PRTD DF#2 ON CONC PLINTH,w/ABU66 BABE& H WAYS#4 BOT pcfi CAP ,D u. / ROOF DIAL�!: 0r�� 1 8d®6''oc PANEL EDGES &BOUNDARIES ague Dote 8d @ 12'oc FIELD Ream: P,.j,f RN: a�.,R.I. A RESTROOM WALL SECTION B RESTROOM POST SECTION �,,�RESTROOM ROOF FRAMING Co owt P.: -0" _ �"_.I'-0• L' 1/4'=VV SHEET NO. REV. AP3-S3 e 3 i z A :—VA 3 !-T -7 Q_ L 0. D,: o ' 335' JT- 1 3.23 EST -Rs,- 3.43' 4, i 3.36' _AST -343 i R n ARCHITECTS 1"RT- 3'3' !-ST _'J 3 4" 36' 62_32- PLLC 0 60.?�_- 200.01Y 601 St.Helens; NO WORK(a) Ta,111fasthington 984101112 z 0 dop a X w Phom:(253)922-4168 (a)LANDSCAPE 1000, oop T:�IET�1� LL '9 CURB 8 Project Title 1000, CONCRETE (a) CURB HC PTZOnalf(3 SF REM E& RHODODENDRON RELOCATE PORT OF AREAOFWO GRAPEVIEW CHAIN LINK _FENCE (a)9 BOAT TRAILER PROJECTS 35'-0' PARKING SPACES (a) FENCE EW CHAINLINK &42GATE J (2)RELOCATED RHODODENDRONS0. z REMOVE& C, L) PO Box 3 � (,),SEPTIC �j RELOCATEro IS_4- RHODODENDRON Grapieview,WA 98546 o NEW U/G I SYMBOL ADAI Sheet Title A, SEWER UNg N 19 -ir (a)POWER POLE 2201 -w SITE & DEMO &METER NEW CHAINLIN'K Replace(1)1 rawr btan wi van�A P PLAN - FENCE,REUSE Stall,20'x 1 Vwilh 5'access aisle PARKIIJIQ SPACES, a) 'D. /L (a)GATE Provide 5'wde Access path wl 1: RESTROOM o. max slope z " EXISTING:18 BOAT TRAILER,wl 1 ADA TRAILER SPACE 3-361 C A' I 35'-G" 4"painted'strip..0 Tme", ip provide ADA sign p.,rICCA117.1 T (a)OH REPLACE(1)TRAILER SPACE FOR(1)ADA CAR PACE (3 z AREA 3� 432T- i ',57' _AST POWERLINIf (a) 'EL ) EXTEND WATER LINE NORTH LINE OF GOVERNMENT LOT 3 z TO RESTROO n z Project Number. — — — — — - - — - - -I -7 — — — — — — — — — — — — N( o Project issm date: 10=115 S 88 04'33"E 9.01Y /OSE (a)U/G WATER LINE — — — — — — — — — — — — — — — — — — — — — — — — — Submit date: af7/2017 12:58:13 PM FROM PUMP HOUSE — — — — — — 5387k� e o FOUND WREBAR&CAP IN CONCRETE Dawn: Atithor (LS 18918) Checked: Checker CE K 4-19007 FENAI (a)POWER POLE&LIGHT o z e:H z (a)10 BOAT TRAILER Scale: 1"=201-O' PARKING SPACES REVISIONS: of ' WORK RESTROOM a. ReW Rev Date Description LOCATE POINT of1 062917 —n comments-Buck ho A 2 080317 mason C3 comments-Luck z z w ILI REGIS RED EST RC ECT X A 0 RO . NSEN STATE OF WASHINGTOI, RESTROOM SITE PLAN PERIAT SET-RESTROOM 1 20'-0' RESPONSE-080717 AP3.0 PERMIT SET - RESTROOM RESPONSE 080717 o z ROOF TYPES: GENERAL PLAN AND PLUMBING NOTES (e)CHAINLINK FENCE 1I AP32 WALL TYPES: I RI- STAR DOUBLE{OC 18•,FERN GREEN 1 DIMENSIONS ARE TO FACE OF STUD,FACE OF CONCRETE OR GRID. (e)OH POWER _ _ ___ _ _ ____� SELF-ADHERED MEMBRANE 2 NON-HEATED BUILDING,FULLY IN5UATED PER WSEC. W1-TI-11 SIDING LINE _--- - ---s 12'SHEATHING 3 A 3 HOT WATER IS NOT PROVIDED VB,BUILDING PAPER II PRE-ENGINEERED WOOD TRUSSES !1 4 WELL WATER IS NOT POTABLE,PROVIDE APPROPRIATE SIGNAGE 12'SHEATHING LANDSCAPE AREA I i R49 BATT INSUL IN ATTIC 5 PROVIDE WATER SHUT OFF IN IN JANITOR,PROVIDE CLEAN-OUT IN 2x6 STUDS@16'oc I I 1'-0• OVERHANG,TYP R-21 GATT INSUL R2- STAR TRANSLUCENT PANELS,ALMOND JANITOR' R-2 M AT PLYWOOD RELOCATED I I PRTD 2.6 AT 16"a 6 INSULATE PIPES IN BUILDING AND TO 16'BELOW GROUND. w/3/4x3 BATTENS RHODODENDRON I I II W2-3/4'MDO PLYWOOD BOTH SIDES NEW CHAINLINK FENCE - FWLH&PAINT COLORS w/3/40 BATTENS NEW 42'GATE I I I I r 2x6 STUDS 0 16•oc ROOFING: STAR MNFR-FERN GREEN R-21 BATT INSUL 4'CONC SLAB I I 8' 8' 6'-6' I METAL STAR MNFR-TRANSLUCENT ALMOND i _ II EDGING I AP3.2 PAINT: ALMOND-INTERIOR,EXTERIOR TRIM SHERWIN WILLIAMS.SW 6133 MUSLIN CHARCOAL-DOORS,WINDOWS .' I I I w SHERWIN WILLIAMS.SW 6992 INKWELL -� .'i. I z ARCHITECTS MAROON-SIDING ( _J m � - I TRANSLUCENT F SHERWIN WILLIAMS,SW 7577 BLACKBERRY --- 0 P L L C •112' - -112•.. "N I J 5'/tY 5'/12' 1 AP3.2 j 2'-6 r s AP32 4 F PEAGRAVEL,TYP, I z ns O 601 St.Hele ALONG BUILDING I' �`" Z METAL SSR SIB'/12• N - ❑O I O O Tacoma Washington 98402 SESTCARE PHENOLIC RESIN WALL SINK w/FAUCET, WDaI NS O Ph.—(2531 922-4168 ADA,MODEL#WH3775-3373 _ TOILET: — DURA-WARE FLOOR FLUSH VALVE,1.25 NPT SEWAR LINE TO -)slo 118,'12. d I w _ B z Project Title CONNECTIONS,SATIN,AOA. (.)SEPTIC TANK F. I O �m door •. io I I 2 MODEL#R2141-T-3 3, - z �.} Y. :.,.p. ,- FLUSH VALVE: -,• %-12� _0 -: -112' ►v P3.2 w PORT OF SLOAN G2,SENSOR ACTIVATED,BATTERY 1 I m -- ° ' w GRAPEVIEW POWERED,FLUSHOMETER, MODEL 48111 _ AP3.2 'TE FROST. 1 METAL GUTTERS 1_5 UTILITY SINK, 4 IN2 �� v I OPEN AT SOUTH END, MUSTEE UTILITY SINK,SQUARE 24'x20', I \ FERN GREEN PROJECTS THERMOPLASTIC,w/FAUCET,MODEL#19CF b o _ -36-W ski �1812 ,TYR. U bdoor .N• O Tn11 FTPAPFR nICPFNCFR- 2 JAN TOUGH GUY,2 ROLL STANDARD,PLASTIC,SMOKE, N2 O_- ,WATER SHUT-OFF_ MODEL#22LC64MIRR -- T BRRADDLLEEY TYPE 304 STAINLESS STEEL MIRROR, ," 12 A. . AP32 I 1 METAL RIDGES \1 Y U PO Box 3 MODEL 746,24x48" w -. .. ;`A' GABLE TRIM,FERN w HANn DRYER, I I o 2 - mri GREEN,PER ROOF (� m Grapeview,WA 98546 I D AP3.3 B = ua MNFR 2 Y� �� O BRADEX,WHITE STEEL COVER,SURFACE MOUNTED, Q 1 .. I I \ — SENSOR,LOW-MID TRAFFIC, `T _ I a 3 L 7 zd Sheet Title AERIX 2905-287300 F O 'To � C.:ME❑ K - O g AP32 TOI FT c AT Ol R DISPENSER, a� I a Y O m w RESTROOM TOUGH GUY,SMOKE,MODEL#22LC6B I I ��a j T ° RESTROOM ROOF PLAN PLANS SOAP DISPENSER: I O Q w OPS,VANDAL PROOF,WALL MOUNT, I Cl - ��, (�) 'I/a-_�,-0' m MODEL#1000-03G NEW U/G POWER TO SUBMETER 1' 1 ! METAL = I 2'-0" I �I EDGING m LANDSCAPE AREA _ z RELOCATED I _ (a)LIGHT POLE, A w RHODODENDRON IftA121 I ENERGIZE, ^ z (a)WATER •I I I (e)U/G POWER II REPLACE, w HOOKUP RESTORE, �:. I II MAKE EXPOSED WOOD z Project Ntmber: II FUNCTIONAL SOFFIT/FRAMING,PT, ALMOND Z Project issue date: 107J0/15 I a Submit date: 8/7201712:58:14 PM (a)POWER POLE& METAL GUTTER,FERN JIB 3,VTR ELECTRIC METER ` I GREEN O\\\VI II (e)CHAINLINK g Drawn: Author FENCE PVC WALL 1 v O LINOS POWER I� 3)PLA PLACES h®�2 Q Checked: Checker A •q.o:EXTEND U/G WATER RELOCATED GATE F:Uobat201MGm",Aew boat I'LINE,DAYLIGHTED NEAR FANr J bumMREVMGmpeNevta,mKM RESTROOM NEW CHAINLINK FENCE FLEXIBLE DUCT A I / N N-POTABLE ABOVE NOBOVE CEILING, File: ING,TYP GF ` ._ p \ 1.5' WATER \� I A GFI U Scab: As indicated (e)SEPTIC / \ BAN REVISIONS: TANK / �,� &1114 ESTROOM FLOOR PLAN• '=�' a Lighting to com wBh WSE section 5 C405.5 .5, 5k XBS GFI Rev# Rev Data Description \ / ti��FAN, 1 062917 mason 1 b• \ 1 5' 1 _ TRANSLUCENT ROOF -�U / 2 t PANELS a cammems-Buck I I 11•S REFLECTED CEILING LEGEND GF' 'rOf NEW LINE TO(e) `Y MIL / O 2 080317 mason SEPTIC TANK TOILET/ O A STOCKHOLM.EURO WALL/CEIL - ~ p comments-Luck PACK FAMILY,HIGH ABUSE,LED, - - 3' I STYLE A,BLACK FINISH •� } A I I MOTION SENSOR INTERIOR,NS E GF r PRTD WOOD P7,ALMOND FRAMING, z 2'SINK LIGHT SE IOR. ❑ CEILING: (�1.5' (6)LIGH 30W,180W TAL 3/4•MOO PLYWOOD •t -� A r• °' Q w/3/4x3 BATTENS& CORNER TRIM,PT, _ rr;J,.•K.L :•+ �' > Y ® CEILING EXHAUST FAN ALMOND UTILITY 2 CLEAN VENTS-US TT150,65 CFM TOILET I OUT CORROSION RESISTANT `-Via'•'`";-�+~� "�'� w" O U Y3e6 MOTION SWITCH AT JANITOR TOILET Ds DS o REGIS RED RC ECT 2"SINK U NOTE: 0 OF WASHINGTO 1. ELECTRICAL,MECHANICAL AND PLUMBING 5/4xB FASCIA 8 GABLE o_ DRAWINGS,ARE DEFERRED SUBMITTAL TRIM,PT,FERN GREEN �RISER DIAGRAM _ BY SUBCONTRACTOR. < is 1n._1,-0a 2. ALL RECESSED FIXTURES IN CEILINGS WITH BATT INSULATION DIRECTLY ON THE z PERMIT SET-RESTROOM CEILING BOARD NEED TO BE IC(INSUL RESPONSE-080717 CONTACT)RATED. o .B RESTROOM RCP AP3.1 0 w � 1/4"=r-o• w PERMIT SET - RESTROOM RESPONSE - 080717 z 1.0 Construction Notes. These rotes supplement the specification. Any discrepancy Found PTi"the drain", Timber Show w011 awl diaplrogm nallig Periodic All relrhforciy shall be lap-aplfced a mNNMR 0-n lap of 40 b diameters except as noted 610 Trusses spec6 cat ens,these ro d notes,and the site conditions shall be reported to the Drag struts a holdoHns Per odic specHoolly on the structural dro m". No more than 50%of horLontol or vertkol toms Architect/Engineer,who shall correct such discrepancy N rutting. Any work done by shall be spliced at one location. MPtbe cp^try as spacing snag be as slwn en the plan.The maufechra sroll F r 'de odatoal or d 1AO Cluoll Framing mamba,d Vora. necessa-y le Provide support for m 0ts2al adpondntr wall or Otter the Gontrator after dl$covery of such discrepancy shall be Barre at the Contractor's risk. 61 Assuan-` Provide`bow bors(40 dkmeter)to Lop horizontol steel at corners and intersections N fielintiters,snow d•xt loam.etc.Trusses with eater than 55'shall here the heel rotes des The Gantrmtor shall verify and coordinate the dimensions aging all drawings prior to Clualitibj Assurance Plan For`Seismic Resw.tatce: Wiese otherwise provided by the Footings and wall$. corludehg the affect a eccentrk del �n g P '916d proceectrtg with"work or fabrication. The Contractor Is responsible for all erection Architect or other Cansultas for this project,the Contractor shall provide quality L.ep welded fabric 12'or one spacing plus 2".whichever ismore. bracing,formwork and temporary construction sharpy. assurance for each of the following systems. wtere rated precut Mocking,bridging,tracing and/or filler pleas.roll be+unshed try the madactver. Piping systems and mechanical units containing ftoTsndbte combustible or highs toxic 3.70 Coto cover on reinforc (wits"shown otherwise). "we epPllcable,who uplift tracing eholl be provided bl to and-uloctre.Ureds rated otherwise,the 1- 1.10 Bidder's wiaro 4. materials. Bottom Of toot" 5• maufmbrw shill seem,,dxi Famish corntectW heirawdre For the nstolloten of their Upton. By the set of submitting a bid for the proposed contract,the Contractor Hmrads thot: Arichoroge of electrical t wed for emu ors tams. The Contractor and all sutcantractors he intends to use have corefvl and thor �' y to1�Per Formed earth face 4 slab-on 2' 9W d ow gs span hwicate.11 regw-ed pormenOne br-kV,supper"calculators shop indw to member Oee Suspended telling systems and their achofango. Malls,weather fore 1-1/7 stresses,species/Taxes and`parable ICO-E5 ryprovals.shop aawings and calµlalons shot his waned m from reviewed the orowhSs aci structural roes and have food hem complete and free Columns ad beams to stirrups 1-1/2" b9 o prof-ia.ol enghrer registered in the State a wmlwgto,. Man Contractor and sufficient for the purpose Intended;further that, Each Contractor responsible for the construction of the building's xbmlcdorce-resisting Bottom of interior slab 314' The Contractor has corefully examined the site of the work and that from his own tern or other tern listed N the li ossa-ace lon(s)shall submit a Witten Meeol plated inreses star be may/acW-ed a detailed n callormatce with the Following stodam: c �J 0.O k1 P Wolb,pride face investigations,he has satisfied hNnelf as to the nature and location af the work,as to contractor's statement of respOnsblllty to the Building Official,Owner band Architect prior AN9RP!1-2002 Ndiorol Deng,5taraan6 For wets Plate Cartact.cl Yload Tress canrrnx:ta,. the character,gyolity,quantities OF material and diffkVlties to be encountered,as to the to commencament of the work on that System. The statement of respansbllity shall meet 5,150 Construction joints AN9/TPI -14a5 code of sta and Prdctk.For tote Metal Pate Corrected Hod Truss In"" performance of equipment and other facilities needed for the performce of the work and as oll the requirements of IBC 17053. Construction joint spacing In wolfs shall not exceed 50'on center except as directed by A?61^P 2-10"%a%dad for Testing Metal Pate Conocte l woos Treed. to the general and local conditions,ad other items which may In ay way affect the ec work or Its performance,further that, the Archit t/Firn9inner. w,an dehverrA,the ganrpatenq rial it.accomPaibd by the fahxicotdrs rertdicde of canlarmo+ca to the 2.0 Site work. Horizontal construction joints In beaTn and Seders ore not permitted except where above referenced standards.and the folbwpg war odvlsory notices(or retires acfuwolent)to: ire The of con Contractor and all workmen he Intends u use are documents and experienced in the bJ of construction represented the Brow mind document led further that. 2.10 Excevotion. midpoint Vertical d point of joint N beams and slabs atoll ,l located between the eT m tit and the third tit of the Unless rated otherwise,lOcgtian of the t3C51-51 Summary 91d e-6rust for warden,irtdldtbn and rmirg, a Mato!Pioe comscted wood rrwses. Neither the Gantractor nor a0d of his employees,agents,Handed suppliers,or Excavate to depth shoe+.and u Firm undisturbed materiel. Over-excavations shall be O pat " B%I-W%__9 9neet-Trust,pntaldlen d d Tee5p '&barn. N construction ar control joint N otexceed 0 span be ac column gas or under subcontractors have retied upon orris verbal representations allegedly authorized or toacktille0 with leant tartrate(t'c=2.000 psi)of the Contractor's expense. Exercise BSc1-83 Sumro'y sheet-row Mentbar Permaant Bracitgnveb neMorcemem. permanent partitions and shall not exceed d for piping each way. 55c1-84 sheet-Carsbuctbn tato,lhorized from the owner ar his employees or agents,including the Architect or extreme cane Bring excavation to avoid damage u burled Ikea,links,aid other S"""'a'y Loadt'g. , Engineers,in assembling the bid figures,further that, concealed items. I.pon dncoveny do rot proceed with work until receiving mitten fl0 Jamb,beam or Seders shall be sleeved for piping or conduit except as rood on the The bid figure is based solely upon the construction contract documents od properly structural Instructions from Architect. A competent representative of the owner shall inspect all structural d-ow"or as approved by the Archiuct/Engincer. Issued written addenda and not upon axd other written or verbal representations. footing excavations For witability of bearing surfaces prior to placement of reinforcing Electrical conceit in slabs,shall be placed at the mid-depth of the eb at a minimumsteel. Provide dromage as necasscry to ovoid water-softened subg-ode. spacing of Mee ties the conduit diameter. Conduit Outside diameter ahnll not exceed 120 Codes, one-thud of the slab thickness. aH All methods,materials and workmanship shall conform to the 2015 International Building 220 Fill,backfill and c tien. Provide control joints In exposed hollow core topping at catch and of each hollow core m Code(IBC)as amended land adopted by the local building authority. Backflll against walls sholrotcbe pieced until after the removal of all material abject to Pit Provide additional joint parallel to plorke at 16'o/c maximum. All reference to other codes ad standards,(At,],ASTM,etc.),Shall be For the latest or rot or corrosion. All fill placed against retaining wall$or basement walls shall be Free- most current edition available. 6.0 Wood. draininggonukr material. Structural Fill other than pea n granular,shall be anular,placed � 1.30 Design critero, in b It lifts ad cortpocted to at lent 95%of its moxNman dry deroity as determined 6,10 6ener41 w Frmi rg union,stall be OF-2 Or batter.except mat 2x honing Wixr mad be W n amid"otherwise!tarn on �/''� W Uniform loads: tor)ASTM D-1557N (Mod.Proctor)cod A5TM D-696(Standard Proctor). Pao grovel fill shall ys pbro.All 2'kmbe"I be k1in dried(KID).Each pace of Mbar"bear a Teas stamp of a recogtlzee '�..!O Z Loads Live load Dead bad hum particle size af li 3/6'diameter. loaner goring a hepection brew,or agency Per tw N15T AmelfAt SoRwooa Lwrl-Storxfad PS 20-" cis Roof 25 qFa actual Z m w 3.0 StnKWr01 Concrete. Pro+lde cut or malleable non wosws w taro`bore heats,nW,ant lag straw bra an woad O' Slab-on-gad` 125 qF actual /(l� � < 3.10 General. Trent al wood n contact.0 ccrxrete,mortis,gout.,n.donty ore whom 6-of Corel,of wood over water:eta 1.1�� F Z a r ! 115%Increase In stresses for wood framing allowed for snow live bad. All concrete shot]be hard rock concrete meeting requirements of AC on ood in tarot.with eaM;with end of the fell"pracasaes:I-301, y_ Concentrated loads: '9pecifkatbns for Structural Concrete For Buildings.' Proportioning of ingredients for Gvomded capper Ar-ta.(CCA-W N Y Mechonical ants or other concentrated loads on roof or floor. All manufacturers of pre- each concrete mix shall be by method 2 or the alternate procedure given inACI-501. DOT 5o rod dum Erode(r�x) Z engineered systems shall loco[`,coordinate,verify weights,etc.,And design`her Piece concrete per Kr1-304 and conform to AGI-604(306)For winter concreting ad AGI- Alkalise copPar Oust Aral and Aca-D(ca'6aarsl U O v; system for these loads. fio51305)For hot weather concreting. Use interior mechanical vibrators with 7,000 rpm copper Azole(CBA-A o d CA-8) C) Lateral loads: minimum fr ditim y. Do not over-vibrate. Concrete stroll be pplced ina single pour Wert posfble,pre-cut in of before treotment All Field cuts ant trilled roles"I be field treated 1, V Wind(IBC 1609) between construction or control Joint. Protect all concrete from premature dying, accord-wan,ANPA M-4. 110 MPH-3 second gust excessive hot or cold temperabre for seven&kp after placing. 1w=IA 620 Accessories. Botts Exposure 5 520 5trerip. wmhers Octct be malleable Von washers(M.1A)or h.ovd plate cut wookers. Earthquake Design Data(IBC 1613) Twenl Sint dory compressive strengths shall be: Ndis stall be coma,.American or Cmadam-focturers sty, to=125 Psi slump t.ag scram,0-plates-see notlenol deekf specifkdbra. 5s=1.40 Slobs 5000 3`./-I' Aroma and carocbo.n shill be 5Wrs .Tern,Lutkwbk or other Irterlatlonol code Counoil(")¢proved 51 056 Beals,cola tie.vertIC0119 products.All Fdter.es shill be hutellee per ntaufocbrer's recommeWaan.1a.oth.-"sea. Formed walls :`� 5'•/-1' Site Glass D T All had+d-e exposes to weber`.:n uweateo portion of builang,or n contact wiN treated wood d sperebd 5M =OAS Foot" 5000 4'r/-I' dove shall be got-zed os FOROws,.Forte drs"I ev tot dipped par A5TM A 155 a m Admxaly galva.ited SDl =036 These slumps may be Increased with proper addition of admixtures for workability per ASTM B 6".cods 35 or Seder.wandwae shal be gaNanzea per auto of the Following processes ASTM . Seismic Design D without changing the water content of the original`proved mix design, Admixtures A 6"(.1-165(5npson ZMax&2,5)or dach/Pdt Hot VVped baiva.ized per ASTM A 125. Deming Wall System Ng walls with containing chloride&are riot permitted unless approved by the"hoer. 51din ee le»stl hatore der d Fd .e tee snail be used n camaatbn with ory pre tJv.tridt-It prxess not ►' d shear pawls-wood structural panel$ speciFxaIN listed nave. G V=0.16W(Strength Design) 330 Moterols. C,s,OA6 Cement: ASTM 150.ttpe I or type 1-II. Engineers approval is ceded for use of type 111 630 Mh.inrnl nohg. J R>:65 cemennt. Krium nailing shill be Per IEc Tubb 230491-Nailing 5chedvb Equivalent lateral force method Coarse and fine aggregate: ASTM C-33. Water shall be clew ad pot ble. 1.40 Sou dots. Alt 5h.ean,hol(pytode afar). 1500 bear' 1 gt 0.11iding shill cont-t l the blbrwhg be lierd.9,.up Nish Votmtay Product h-,. e ,pro Tft the»old � 3.40 Water redtciy admixtures, bJ�P shoo be d sea..All pytood shill eb gap 1 or ll species.twless othewise riven,provlda the Follarhg Water reducing admixture: ASTM C-444. Admixtures shall be used N exact accordance minmm nor°rig' 1.50 Inspection-see specifications. with manufacturers instructions. Panel edges De d 6•on crate () Ib0 DRFterred Submittals/Shop d-owhcp. 5ynergized performs e,systems: concrete wing admixtures to produce Plowable Int.-d.Support ea as 12'on`ante• Submit differred submittals/shop dromings to be reviewed toy the Engineer concrete may be wed subject to Engineer's opprovol. 0 for the following: Air entrol rent< ASTM C-260 ad ASTM C-494,entrain 4%pus/minus I%by volume In 630 bluelom Be- 0 Concrete mix all exposed concrete Maeriois,manufacture and quellN con Vol shill de per AN91/AITC A-190.1 5Aructwol 6lue Laminated Teter'. (� Reinforcing steel No other admixtures permitted unless approved the Engineer. unless Otherwise shorn,carter di beans 1-1/2 tines dead bra deflection,unless OtI, wIss stow.al I:—son PGrm g'pPrve _9 lea Caritnttbn 24F-IbE d listed N AW ASD table 5.1,aid hoe-Wier 9We Unless otherwise shorn,ndstral En 1.70 Miscellaneous. gpp--4 ex elol (n � Cn Verif all dimensions and condition In the field. 3.50 Formwork and shoring. W 00 w y Follow recormar ed practice for concrete formwork(ACI-547), bhO wood odtestve. Verify size and location l all openings in the Floors,roof aid walls with Architectural, All wood odtbslves shill be ebstomek on l 0411 have d arrant ICC-ES oval 011 daesives in mechanical and elecrcal draw". Reshoring for early removal of original supports will not be parmiLttd, occoraonce rob,me odresNe monrFoctveb recommendations. NPr APPy t Q Construction details not speclfoolly shorn on the droiri"shall follow similar detour of Mile reshoring operations are under",no construction loads will be permitted on the � < z O toy Sections of this project as approved the Architect/Engineer. new corotruction. See architectural,mechanical and electrical d oNigs for dimensions and locations of All shoring shall be the responsibility of the Contractor. Formwork support and sharing LLJ openings not dimensioned or shown on structural plans. shall be designed to provide Finished cororete surfaces at all faces level,plumb,and true > J to the dimensions and elevations show. Tolerances and variations sholl be as specified. > Q IW Special Inspections � w N Special Inspection in accordance with IBC section 1704 shall be provided for the LL Following work items: (Refer tp Section t704 for complete desscriptiom) 5.60 Reinforcing steel. Q > w Detail,fabricate,and place per ACI-515 and AV-516. Support reinforcement with Item Required for F�yrLw approved chars,spacers,or ties. w z Reinforced Concrete Reinforcing Periodic Deformed bar reinforcement: ASTM A-615 Erode 60 n- W Reinforcing Holding Welded deformed bar reinforcement: ASTM A-615 Grade 60 or 40.weldable Todd, LL Q (� Bolts Installed in concrete Continuous submit weld procedures and mill certHkotes showing carbon content for all bars to be 0 Use of correct design mix Periodic welded. �. !n 5lunp t air tests Continuous Welded wire fabric: ASTM A-165 4 ASTM A-62 fy=65 ksi Of (J Placement of concrete continuous Deformed bar anchors: ASTM A-496 uring tamp.4 tecmtgte Periodic a- C LGF Deane: ChKker' !ewe Date Rensian Promo Ref, O-t Ref. CAD Ref SHEET N0. REV. AP3-S1 ,e 3.36' 4 3 T- 3 2 3' E'IT -�','XJ3 ARCHITECTS 200. � / op ' CONCRETE e CONCRETE Z Project Tifle CURB RELOCATE PORTOF (e)9 BOAT TRAILER FENCE iR PROJECTS OU (2)RELOCATED 0 PO Box 3 RELOCATE (a)SEPTlC,, RHODODENDRON z Sheet Title ADA SYMBOL &METER SITE & DEMO / -9 CURB NEW CHAINUNK 'P Replace(1)Trailer Stall w/Van ADA PLAN /� � � � — _ � � | / � / r — — � . RESTROOM AREA ' . --AST 37 of NORTH LINE OF GOVERNMENT LOT 3 ocrENDWATERUkE \ / ' N( 0 Project issue date: 1=0115 SE — — — — _ — — — — — — _ — ' . — Submit date: 817=1712:58:13PM FROM PUMP HOUSE . ~ . / � 0 | ' I BOAT TRAILERARKING SPACES Scale: 1-211- | | / , . / F�ESTF�{]{)[� ' / | / ' as— LOCATE POINT // / / � ' / of '/ / / 0 fe, or to 2385 sn // _/' / �� ,/ , / / / _ RC ECT )Tx / �U / 8 STATE OF WASHINGI'D of RESTROOM SITE PLAN ------ � . 0 I ROOF TYPES: GENERAL PLAN AND PLUMBING NOTES WALL TYPES; I (a)CHAINLINK FENCE AP32 Ri- STAR DOUBLE-LOC 18',FERN GREEN 1 DIMENSIONS ARE TO FACE OF STIUD,.FACE OF CONCRETE OR GRID. (a)OH POWER—O _ SELF-ADHERED MEMBRANE LINE -�--—-—- -—_ _- a \ A 2 NON-HEATED WATTIS NOT PR FILLY II.1Sl1LATED PER WSEC. W1-VB,BUILDING -— 1/Y SHEATHING 3 HOT WATER IS NOT PROVIDED VB,BUILDING PAPER II PRE-ENGINEERED WOOD TRUSSES 4 WELL WATER IS NOT POTABLE,PROVIDE APPROPRIATE SIGNAGE 1/2'SHEATHING I• R-49 BAIT INSUL IN ATTIC I 5 PROVIDE WATER SHUT OFF IN IN JANITOR,PROVIDE CLEAN-OUT IN 2x6 STUDS @ 16'oc LANDSCAPE AREA I 1'-0' OVERHANG,TVP JANITOR. R-21 BATT INSUL RELOCATED R2- STAR TRANSLUCENT PANELS,ALMOND 6 INSULATE PIPES IN BUILDING AND TO 16'BELOW GROU D. wl34.3 PLYWOOD RHODODENDRON I I PRTD 2x6 AT 16'oc w/3/4x3 BATTENS _ I W2-314'MOD PLYWOOD BOTH SIDES NEW CHAINLINK FENCE _ FINISH&PAINT COLORS w/3/4x3 BATTENS NEW 42'GATE I I / !I r 2.6 STUDS Q 16'oc I R-21 BATE INSUL METAL ROOFING: STAR MNFR-FERN GREEN 4'GONC SLAB I I 8' 8' 6'-6' II EDGING STAR MNFR-TRANSLUCENT ALMOND i AP3.2 PAINT: ALMOND-INTERIOR,EXTERIOR TRIM -110 -112 rn I .I SHERWIN WILLIAMS,SW 6133 MUSLIN - J O CHARCOAL-DOORS,WINDOWS ------ -.- -. SHERWIN WILLIAMS,SW 69921NKWELL z ARCHITECTS MAROON-SIDING I _ - I TRANSLUCENT SHERWIN WILLIAMS,SW 7577 BLACKBERRY 112" - S'/1Y S/1Y 1 AP32 PLLC s 0 2's 2 0 >PEAGRA J Rz _ AP3s a ALONG BUILDING /- - z I METAL SSR SB'l12' i 601 St.Helens o I z / U Tacoma,Washington 98402 ❑ r LL BEST CA RE PHENOLIC RESIN WALL SINKw/FAUCET, _ ... _ .a I I LLo Phone:(253)922.4168 ODE wAA #WH3775-3373 > � S • m o O IQLEL w DURA-WARE FLOOR FLUSH VALVE,1.25 NPT SEWAR LINE TO .: _ )sb 116.1Z. .:J. I w - B z Project Title CoNNECTIONS,SATIN,ADA, (e)SEPTIC TANK MODEL#R2141-T-3 FLUSH VALVE; -,' 3 O. -:� 0' 'I 112 I w PORT OF SLOAN G2,SENSOR ACTIVATED,BATTERY f 12 w POWERED,FLUSHOMETER, --_ ❑ w MODEL it8111 _ AP3.2 GRAPEVIEW . '.FE„ 'FROST. METAL GUTTERS UTILITY SINK: 3 a - _ W2 \ > I FERN GREEN 10=YED"': _ �. OPEN AT SOUTH ENO. e. PROJECTS MUSTEE UTILITY SINK,SQUARE 24'x20', 6 I- ' - e O THERMOPLASTIC,w/FAUCET,MODEL#19CF `* 6 - -- 3S 0' 12-, ,ll'P._' -5; .._ I`� I L' I O TOII FT PAPFR nISPFNSFR1 - -' 'T ^• W1 I `� \ - - 0 TOUGH GUY,2 ROLLSTANDARD,PLASTIC,SMOKE, tN2 Z .WATER SHl1T-OFF .I \• I n U MODEL#22LC64 -- O B 71 r r BBRADLEY TYPE 304 STAINLESS STEEL MIRROR, i' lq712• A. 41�' — AP32 Iliso METAL RIDGES A�\I \ U PO Box 3 MODEL 746,249c48' ' { M1A I GABLE TRIM.FERN wM�un ORVER• \ Grapeview WA 98546 GREEN,PER ROOF I� ) = eBRADEX,WHITE STEEL COVER,SURFACE MOUNTED, aAP3.3 B = MNFR O ENSOR,LOW-MID TRAFFIC, NWe 1z Sheet Titie AERIX 2905-287300 � I o 0 MEN TOI FTc 1T -G RD CP NSFR, 3 . Tw-�, w TOUGH GUY,SMOKE,MODEL#22LC68 rJw RESTROOM au` _ I I rn SOAP DISPENSER: wOPS,VANDAL PROOF,WALL MOUNT, , - --, a - RESTROOM ROOF PLAN X PLANS MODEL#1000-03G - I �I4�=�'-0a J NEW U/G POWER TO SUBMETER I _. a METAL i EDGING rn LANDSCAPEAREA i O z I I t -/ � A w_ LIGHT ,RHODODENDRON 2. ENERGIZE, (a)U/G POWER REPLACE, z(a)WATER HOOKUP AP32. I RESTORE, w MAKE EXPOSED WOOD z Project NNnber: FUNCTIONAL SOFFTT/FRAMING,PT, a ALMOND z Project issue data: 10lJ0/15 I J Submit date: 8/7=1712:58:14 PM t�-—-—-�- METAL GUTTER,FERN F ,� GREEN o (e)POWER:LE. 3'VTR ELECTRIC METER •` '_ Drawn: Author )IL I II (e)CHAINLINK FENCE PVC WALL CAP, (a)OH POWER- t t LINE (3)PLACES ;F` w 1••r o Checked: Ch-i- •� EXTEND U/G WATER RELOCATED GATE I +..• -a=t- _h" .w;. a F:VobMa 15'.G,ap m boat I � O LINE,DAYLIGHTED NEAR II ' yFA :Y•s .. +>,x•:-'• loom REVrr\r p,w,A mKM l RESTROOM NEW CHAINLINK FENCE 6'FLEXIBLE DUCT y GF z Fde: NOTE:NON-POTABLE ABOVE CEILING,TVP ry.., ti � Z T\ 47 WATER A A Scala: As indicated TANK TIC / RESTROOM FLOOR PLAN ,r�_ a TANK // I GFI -. U REVISIONS: 2' Lightbg to comp with WSE section 5.5&C405.5 `.9 5S > GFI t Rev# Rev Date Description 1s I1 I \ 1.S / 4 FAN _ " TRANSLUCENT ROOF rc 1 062917 mason 2 :4'%:`- -x�`% �d PANELS a commerrts-Buck I 1S, REFLECTED CEILING LEGEND <GF. _ hoh NEW LINE TO(e) I O 2 080317 reason TOILET/ - �?^ comments-Luck SEPTIC TANK I I / O A STOCKHOLM.EURO WALUCEIL ^v^� PACK FAMILY,HIGH ABUSE,LED, ,r:,F.4 :; SINE A,BLACK FINISH �'rt:.','' A 3' I I� PRTD WOOD FRAMING, z MOTION SENSOR INTERIOR, F 2"SINK LIGHT BENS E IOR. - t PT,ALMOND O 0 CEILING: (6)LIGH 30W,180W TAL© 3/4'MDO PLYWOOD 4 r"' A ��; row w/3/4x3 BATTENS& w CORNER TRIM,PT, > 2' CEILING EXHAUST FAN ALMOND _ MEND w UTILITY Z' CLEAN VENTS-US TT150,65 CFM w TOILET I OUT CORROSION RESISTANT s3e5 MOTION SENSOR AT TOILET B 1 I OS REGISTERED SWITCH AT JANITOR �/ - — O RC ECT 2'SINK p0 NSEN NOTE, rc STATE OF WASHINGfO 1. ELECTRICAL,MECHANICAL AND PLUMBING 5/4x8 FASCIA&GABLE a 2 �1 RISER DIAGRAM BDRAWINGS,ARE Y SUBCONTRACTOR.RREDSUBMTffAL TRIM,PT,FERN GREEN v A =r-0• 2. ALL RECESSED FIXTURES IN CEILINGS I W 1/2" WITH BATE INSULATION DIRECTLY ON THE 3 PERMIT SET-RESTROOM CEILING BOARD NEED TO BE IC(INSUL 3 RESPONSE-080717 I' CONTACT)RATED. �1R '=V-0" MRCP w AP3.1 0 PERMIT SET - RESTROOM RESPONSE - 080717 1.0 Constructor Notes. These notes supplement the speailikotion. Any discrepancy food anorg the drawings, Timber Sheer w011 and diaphragm railing Periodic All reinforcing shall be lap-spliced a minimum tap of 40 bar 411071O rs except as noted 610 Pre-e gweered T. specifications,these notes,and the site conditions shall be reported to the Drag struts and holdorns Periodic "Olcolly on the structural drawings. No more than W%of horizontal or vertical bans m—ler geometry o d spacing"I bo as shwa on the plans.The maufacturrr shall prove.amitiGral Architect/Engineer,who shall correct Such discrepancy In writing. Any work done big shall be spliced at one local from member as Nan a w mete to provide t For mechanical t,wall a other IAO Ouall Assurance r5 scary P support sayipmen the Contractor offer discovery of such discrepancy II to done at the Contractor's risk. Provide elboH bars(40 diameter)to lop horizontal steel at corners end intersections h partitions,snow drift lams,etc.Tresses with spat greater than 55,shall hove the heel plates desged The Contractor shall verify and coordinate the dimensions among all draw"prior to Oualitity Assurance Plan»for Selsenic ftosistaice: Unless otherwise provided by the footings ad walls. considering the eInfact at eccentric Wani. g proceeding with any work or Fabrication. The Contractor Is responsible for ail erection Architect or Other GonsultaM for this project,the Gontracta'shall provide qualfty Lop welded fabric 12'or one spacing plus 2'.whichever is more. R bracing,formwork ad construction Sharing. assurance for each of the following systems: rhrerc noted preaA blocking.bridging Ill efic/ar Filler pieces shall W fwnwea by the marOa err. Piling systems ad mechanical units containing Flammable coebustible or highly toxic where dppikdrle,wind uplift brahrg shall be provldea 65 the mawaturer.unless rated otrerwx,the tries 3.70 tom of a cove an rEhiarcYKg(ante»shown Otherwise). mastacturer shall Ord hymen conectw+hardware far the Installation of her teed. I.10 Bidder's war ePuR'1 x1- a't+) materiels. Bottom d footings 3' By the oct of submitting a bW for the proposed contract,the Contractor warrants that: Archal of electrical u nt used for emer or Standby systems Famed The Contractor and an subcontractors he intends to use have careful and thoroughly e9 rd t a"�J P sy6 tenth face t slob-on-grade 2' Shop es,so shall ndkab all rehired permanent a bracing Shopar owl cawnd GOO sham haicate mcmlw k1 �y Suspended ceiling systems ad thee'anchorage. WOIb,weather LOGO I-I/2' strasaes,apetue/grand-and npplkabb IL(rE5 approvals.Shop araxrxp and cdlGulatbM shall be seauA m reviewed the drowings and structural rotes oral have Found them complete and free Columns and beams to stirrups 1-1/2' t4 o professional angneer registered In the State of HO hhgtan. From arbiguites and sufficient for the purpose intended;further that. Each Contractor responsible for the construction of the building's seismic-force-resisting Bottom of interior slab 314' The Contractor has careful) examined the site o!the work and that from his own system or other System listed h the quality assurance larel shall submit a written Metal plated trvesee shall be manufactured a detailed n canformmarce with the Following standards: o y sys sys q ty P Walls,Inside face I. nVWtigptiaM,he has satisfied himself GS t0 the nature and location of the work,M CO Contractor's statement d responsibility W the Building OIIki01,owner and Architect prior AN5/TPI I-2002 National Design 5ta:arcb tar McWI Rrte Connected rood Tr-""Comfructbn. the character,quality,quantities of material end difficulties to be encountered,as to the to commencement of the work on that system. The statement of responsibility shall meet 3D0 construction ants- ANSI TPI 1-w95 Cade of 5taaard Practice for the we connected tal Plate wood Trues Ina:stry, extent of ectupment a a r �� d other facilities needed For the performance of the work d as all the rei emeelts of IBC 17053. Construction Joint f a in walla Sh011 not Exceed 50'an center except as directed b) ' 2-lat5 5tad a and f Ta-ehg Metal Plate connected Hood rn»ses_ LO the gener0l and conditions,ctions,and other items which may In aryl way affect the the Arehitec ractr. work or Its !ordnance,Further that, tnstr . Men referenced end components snail ale ouwmpanea ay are fdxkatars Ornotices or awfvdWW to to the Pu 2.0 Site work. Horizontal Vertical co joints in beans and gm*n are not permitted except where baud refueraed standard,and by the fd awt g user od eary notices(a notices egxvab t)to: The Contractor ad all workmen he intends to use are skilled and expereroed h the indicated. Vertical construction Joints in beano ad skies shall be located between the tope of construction represented by the drawings and documents W upon;further that, 2.10 Excavation. midpoint aid the third point of the span. Unless noted otherwise,location of the 5651.5 5omay Sheet-Soda for Nandng.installation and erocng of Metal Plate Corrected wood Trusses. Neither the Gontroctor nor ary of his employees,agents,intended suppliers,or Excavate to depth show and to firm undisturbed material. Over-excavations shall be construction or control joints in slob-on ode shall be on column or urnder �1-82 5—a'y sheet-Truss Installatu+md remporay aroi � subcontractors have relied upon any verbal representations allegedly authorized or backhilled with lean 00 concrete Al s 2, 0 psi)at the Contractor's expense. Exercise permanent partitions,and shall not exceed 20'-0'G/G each way. grids 85G-Ba Smmary Sheet-web Member PernkrMnt erargrweb ReMarcemert. 550-154 S est-Comtructbn unauthorized from the owner or his employees or agents,including the Architect or extreme care during excavation to avoid damage to burled lines,tanks,al other No Joists,beans or girders shall be sleeved for piping or conduit except as noted on the 5wwnoy Loading Engineers,In assembling the bid figures;further that, Concealed items. Upon discovery,do not proceed with work until receiving written structural draw"or as approved by the ArchiteatMi gh6er, -� The bid Figure is based solely upon the construction Contract documents and properly instructions from Architect. A competent representative of the owner shall inspect oil Electrical conduit in slabs,shall be placed at the mid-depth of the slab at a minnesn Issued written addenda and not upon ay other written or verbal representations footing excavations for Suitability of bearing surfaces prior to placement of reinforcing spacing of three times the conduit diameter. conduit outside diameter shall not exceed 1.20 Codes. steel Provide drainage as necessary to avoid water-softenW subgrode ono-third of the slab thickness. All methods,materiels and workmanship shall conform to the 2015 international Build Provide control joints in exposed hollow Core topping at Each end of each hollow core p Building 220 Fill,backlill ad compaction. lank. Provide additional joints parallel to banks at Ile'o/c mdxrletn. an' Code(IBC)as amended and adopted by the local building orthority. BockF111 against walls shall not be placed until after the removal of all material subject to P p Pa' P All reference to other codes ad standards,(AGI,A5TM,etc.),Shall be For the latest or rot or corrosion. All fill placed against retaining walls or basement walls shall be Free- n most current edition available. 6.0 Wood. droning granular material. Structural flu Other than pea gavel shoo be granular,placed I.30 Design critero. h 6 inch lifts and compacted to at least q5%of its maximum cry density as determined 6.10&Menem W Uniform lords: by ASTM D-1557(hied.Proctor)ad ASTM 0-64b(Standard Proctor). Pea gavel Fill shall Framing kneel small W 01i or better,exNce�pt that 2.framing herter may be hF s2 unless otherwise Of~an w have o maxhun mice sized 3/6'dlaneter, the puss.All 2'kmer,shall bs kin tried Ina).Each piece of Wrbor shall bear a geed.stop of a recognized O Z Loads Live loud Dead load Pan +miser grading ar hepection braor or agerey per the N15T Merkur Softwood Wrier 5tada-d PS 20" Z v Roof 25 psfe actual L)_Q W m Slob-an-gode 125 FSF actual 3.0 5tnxturol Concrete. Provlae Hot or mollea6le ran washers w wi�-bolt head,rw.a,a iag ecrews beer on woaa / treat all wood n corito t wen_eta'ma-ta,gout,mmary and within 6'W earn:all wood over water:Ord Z 3 3.10 ECIIEf01. all wood h contact wth earth:with one of the folb processes. F •15% e in stresses for wood Framing allowed for Snow live load. All concrete shall be hard rock concrete meeting requirements of ACI-301, rig �� o Concentrated loads: '5pecBlcatlorns for Structural Concrete For Buildngs.' Proportioning of Ingredients for aromaled copper Arsenate(CCAc) Ho c Mechanical unfts or other concentrated foods on roof or floor. All manufacturers of pre- each concrete mix shall be by method 2 or the alternate procedure given InAGI-501. DOT 9.0.Barad(51307 Z engineered systems shall locate,coordinate,verify wseiajtts,etc.,And design their Place concrete per ACI-304 and conform to AC I-604(W6)for winter Concreting ad ACI- Asalhe Copper a of Acat and Aco-D(Carbwnts) U O system for these lords. 6MW5)for hot weoNer concreting. Use Interior mechanical vibrators with'Ip00 rpm Calploor Awle(C8A-A and CA-IS) U Latordl toads: minimum frequency. Do not over-vbrote. Gannett shall be placed in a singe pour there posade,pre-cut math l bef—V401,nert.NI field cal ad trilled hobs shall be field treated In UI FN'ind(IBC 60q) between Construction or control joints. Protect all Concrete from premature d'yng accordance Sum AWA M-4 110 MPH-3 second gust excessive hot or cold temperature For seven days alter placing. !w=10 620 Acccsfares. _ Exposure S 320 Strength. Nashars Vail be molleabb ran warier-(M.IYV or heavy plate cut Nosee, &rthquake Design Data(IBC 1613) Twenty-eight dog compressive strength shall be: Nails-hall be comran.I,--or caioaan m esedctwren any_ Is=125 psi slump Lag screws,sher plate!-see natlowal di specifications. 5s-140 Slabs 3000 5'•/-I' Anchons and correctans shall bo 5wpsan,Tern.LImerek or other Imernatbnal Code Caswell(ICC)epprwed 5 = m 036 Beams,Columns,vertically products.All fosterers shall be retoiled par manufacturers redamMndatias wiI.-otherwise shown, Formed walls 5000 5'-/-1' Site Glees D All hardware exposed to wOObier,in uNealcO panekro of bwldhg,or In,comsat MN treated wood as spa8led BPS =0.q3 Foot" 3000 4'w/-I' above sham W galvanized w follows.Faster—sham be hot upped per ASTM A 155 or m.ci—icoly galvanized Sol :06Go14a These slumps may be Increased with proper addition of odmixtures for workability per ASTM 5 bq5,class 55 agreater.Hardware Nail be g.Nmizcd par oreor the following processes.ASTMseismic Design h) without charging the water content of the original oproved mix design. Admixtures A 653 Gass 05(5np-on D+m bi : bs)or 8otdv pea ost hot Dp 5aNaal per ASTMA 1.S' .Be"Plait system- r ng walls with Containing chlorides are not permitted unless approved by theEngineer. 5tanb»steel hardFact—Nu I. Innec rdware and Facte used co tlon with a re-y p otiive treatment prose»rot shear panels-wood structural panels specifically listed above.V=0.19W(Strength Design) 5.50 Materials. AR Cs=OA6 cement: ASTM 150,type I or type 1-11. Engineers approval is needed for useof type III 63o Mire—nali g. R=65 cement. Mnhrun nailing 0-41I be per IBC Taxi 2304AI-Nailing Schedule. Equivalent lateral force method Coarse ad fine aggregate: ASTM C-53. Water shall be clean and potable. 1.40 Solt data. All 5heg P.1(plywood!r#—to the All gmhg slam earlamn to mina rollorwig storaaa,NlSr vokntay wodde Standard P5 2-42 mkkross ad 1500 psf bearing 3.40 Water real admixtures. lOy-ga Nall be o-stain.All plywood shall bo gap Ian 11 species.unless otherwise shawl.provde bu following Water reducing admixture: A5TM G-4g4. Admixtures shall be used in Exact accordance-9: 150 Inspection-see specifications. with m nufaCturer'S Instructions. Peel edg. ✓bd a b'an cents, U) IBO Dlfferred 5uhmittols/Shop drawings. Syergized performance systems: Concrete using admixtures to produce flowcble lint—ned.Support bd at 12'on cater Submit differred submittals/shop drawings to be reviewed by the Engineer concrete may be used subject to Engineer's approval, O For the following: Air entrainment: ASTM G-260 ad ASTM Cr-4g4,entrain 4%plus/mn»I%by volume in 63o eh.1 n Boanr. 0 Concrete mix oil exposed concrete. Materials,manufacture and atWuty catral shall be per ANWAITC A-IgO.I'structural slue LwWated Tmber'. r� ReinforC steel hio Other adni%tWEe etEd MIE» OVEd t,�LhE hECf, unless otherwise shown,ember all beam 1-1/2 tans dead bad deflection.Lhlese oth ise shown all beam shall LL ng Perm [ppr b'! be ecmarettlow 24F-IDE o-listed n AW A5D table 5.1,and have exterior gale unless otherwise shown,ndustrbi f--' LO 1.90 Miscellaneous, appear—b acceptable CO U) Verily ail dimensions and conditions in the field. 350 Formwork and shoring. LU CC) Verify size and location of all openings in the floors,rod and walls with Architectural, Follow recommended practice for concrete formwork(AU-54T). 660 Head orTeeNd. O') w Reshorng far early removal of original supports Hill not be permitted. All wood odhesNes$hail W clostomerk and Nall have a wrens K�re E5 approval Apy oi l achani n mechanical and electrical drawings. —dace with the achil manufacturer'-recam on"Idw. Q O Construction details not speclflc011y shown On the drawings shall follow slmllar details of Mile reshorhg operdtlons are underway,no construction foods will be permitted on the now construction' z sections of thin protect as approved by the ArcWtect/Engreer. > See architectural,mechanical and electricol droHngs for dimensions and locotlons d All shoring shall be the provide Finishelity d the Contractor. Formwork supports and shoring W J openings not dlmerobned a shorty an structural plows. shell be Cesgned to provide Finished GanoretE surfaces at all faces level,plumb,and true to the dweroians and elevations sFnoWn. Tolerances and variations shall be as specified. uj Q I W Special Inspections a_ w Speciol inspection to accordance with IBC section 1704 shoo be provided for the following work items: (Refer tp Section 1104 For complete desscrptia Detail, Fabricate,ab n) ab rForchg stet). Q Lu �,(-� Det -kote,and place per P41-315 and AGI-318. Support reinforcement with w z lte" REauTed faror Fre�.y approved Chaffee,spacers,or ties. (� RChfoi Concrete Reinforcing Periodic Deformed bar reinforcement: ASTM A-615 Erode 60 wrrl1 Reinforcing welding Welded deformed bar reinforcement: A5TM A-615 Erode 60 or 40,weldableTodd, LL Q l!v Bolts Installed in concrete Continuous submit Held procedures and mill certificates showing carbon content for all bars to be O Qr Use of correct design mix Periodic welded. I— Ur Slump t air tests contnuws Welded Hire fabric: ASTM A-05 t A5TM A-62 Fly=65 ksi Placement of concrete continuous Deformed bar anchors: ASTM A-446 0 Curing temp,i technicll c Periodic d 6cF Drafter fheamr yyro Dale: Rifesl Project Rem.: Client Rel.: CAD Reim: 9+11 NO. I REY. AP3-S1 '& J F s, ).'a 1-ST -7 L A) 3 -,A) 3" 2-342-V-RS , 0 3.36— JT- i 3.25' FST 3.43' '13 i 3.36' -AST 4- �1 ARCHITECTS S 88 07 25" 3,36' 2RT- i 3 23' I-ST z 0 62.3i�` PLLC 60.?r-- 601 St.Helens z NO WO�K(ey-'RAN.EL Tacoma,Washington 98402 '1'2 de (a)LANDSCAPE 0 Phone:(253)922-4168 ro (a)-F A'fL 01 CONCRETE 1.-3 CURB 1 19 '000, CONCRETE Project Tile r A (' I REMOVER/ (a) 4p CURB R SE PORT OF PROP �00 SF OVE& HC RELOCATE \RHODODENDRON (a)6'HI GRAPEVIEW AREA OF V40 CHAINLINK (a)9 BOAT TRAILER 36-W 0- —FENCE PROJECTS I PARKING SPACES 0 L) ;iA]NLINK Z FENCE 842"GATE -j (2)RELOCATED RHODO ENDRONS 0. z REMOVE& RELOCATE 0 0 PO Box 3 (a)SEPTIC IT RHODODENDRON ffi FIELD&LIN� 4- 14S Grapeview,WA 98546 L 0 < ADA N4 z Sheet Title NEW U/G e* if— 9 YMBOL'..O� SEWER LINO S (a)POWER POLE SITE & DEMO I IL &METER NEW CHAINLINK Replace(1)Trailer Stall wl Van ADA w PLAN - FENGE,REUSE O. Stall,20'x 1 I'wfth Facoms aisle PARKING SPACES: (a)GATE Provide Swide A—path w/1:48 M...I.P. EXISTING:18 BOAT TRAILER,w/I ADA TRAJLER SPACE RESTROOM R--3AR s.-�AD 6� 35'- 4 painted'.brip-0 2-ocz p;ovide ADA sign per ICC A 117.1 �DL^ REPLACE(1)TRAILER SPACE FOR(1)ADA CAR SPACE (a)OH POWER LINE' (a)-' ;VEIL AREA tJ / z I I , / j' ' I JJ) vh- i 145-E-2 EX-�TMFND WATER Llh NORTH LINE OF GOVERNMENT LOT 3 — — — — — — —/ TO RESTROO PmjectN=ber. — — — — — — — — — — — — — — — — — — z (.)/Pump < — — — — — — — 0 Project issue date: 10=115 DOUSE — — — — — — — — — — — - N( 3 31 1 1 /.z (a)LUG WATER LINE — — — — — — — i5 &712017 12M:13 PM S 88 M 3.-E 9. — — — — — — — — — — — — — -4 Submit data: FROM P LIMP HOUSE — — — — — — 5,33713 FOUND 5/8'REBAR&CAP IN CONCRETE Drawn: Author (a)6'HI p 18918) 0 HAINLINK 4-19-2307 FENCE Checliar (a)POWER < F.U�OA2015�mpemm!,W POLE&LIGHT �] File u.1*REVMGmp....t...KM z 0 (a)10 BOAT TRAILER z PARKING SPACES 0 Scale: 1-20'-0" REVISIONS; WORK RESTROOM Ra%* Rev Date Descripflon < I: LOCATE POINT 1 062917 masoncomments-Buck 6)-FA hot 2 080317 mason comments-Luck < (9 z 0: "01 1 2385 R 615RED ZST RC ECT - 3T 3 0 OF WASNINGTO z PERMIT SET-RESTROOM (—,--)-RESTR00M SITE PLAN RESPONSE-080717 w AP3.0 0 PERMIT SET RESTROOM RESPONSE 080717 I ROOF TYPES: GENERAL PLAN AND PLUMBING NOTES (a)CHAINLINK FENCE +yl AP3.2 WALL TYPES: I R1- STAR DOUBLE-LOC 18•.FERN GREEN 1 DIMENSIONS ARE TO FACE L STUD,FACENSULATED OF PER WSERETE OR GRID. Is)OH POWER _ __ SELSHEAF-ADH REDTHING MEMBRANE LINE _�__ _____- 2 NON-HEATED BUILDING,FULLY INSULATED PER WSEC. W 1-T1-11 SIDING 12'SHEATHING 3 HOT WATER IS NOT PROVIDED VS.BUILDING PAPER II PRE-ENGINEERED WOOD TRUSSES 4 WELL WATER IS NOT POTABLE,PROVIDE APPROPRIATE SIGNAGE 12'SHEATHING LANDSCAPE AREA I I R-49 BATT INSUL IN ATTIC 2x6 STUDS®16'oc 5 PROVIDE WATER SHUT OFF IN IN JANITOR,PROVIDE CLEAN-0lff IN R-21 BATT INSUL I I R2- STAR TRANSLUCENT PANELS,ALMOND 11.(r OVERHANG,TYP JANTOR. R-2 M A PLYWOOD RELOCATED \ I I PRTD 2.6 AT 16'oc 8 INSULATE PIPES IN BUILDING AND TO 16'BELOW GROUND. w/3/4x3 BATTENS RHODODENDRON 1 1 II _ W2-3/4'MDO PLYWOOD BOTH SIDES NEW CHAINLINK FENCE FINISH A PAR4T COLORS 'A'/314x3 BATTENS NEW 42'GATE I I F 2.6 STUDS J0 16'oc ' ROOFING: STAR MNFR-FERN GREEN R-21 BATT INSUL 4'CONC SLAB I I 8• g• 6'-6- - - I METAL STAR MNFR-TRANSLUCENT ALMOND 'I II EDGING PAINT: ALMOND-INTERIOR,EXTERIOR TRIM -1 12' i AP3.2 -1 1/2 6 SHERWIN WILLIAMS,SW 6133 MUSLIN --__-------- -_JI O CHARCOAL-DOORS,WINDOWS •` I I I a SHERWIN WILLIAMS,SW 6992 INKWELL z ARCHITECTS MAROON-SIDING I J I TRANSLUCENT PLLC SHERWIN WILLIAMS,SW 7577 BLACKBERRY -112' 112 ` I w J 5'/12' S/12' 1 AP3.2 U .3 IY I 2'-6 2.-0" AP3.2 4 m PEA GRAVEL,TYP, �' 601 St.Helens ALONG BUILDING - I' _ �� z METAL SSR SAI'/1Y z • I, a w z / O Tacoma,Washington 98402 BESTCARE PHENOLIC RESIN WALL SINK w/FAUCET, o o a< a O ( ) AOA,MODEL#WH3775-3373 / ^.V1lOal NS. U r / I R1 O Phone: 253 922-4168 O -/ 1 �w o v pa I o r 7SLLEL H r,.- :a 12. - m m DURA-WARE FLOOR FLUSH VALVE,1.25 NPT SEWAR LINE TO (� 40 II CONNECTIONS,SATIN,ADA, eSEPTK TANK o p z Project Title MODEL#R2141-T-3 1 12" o FLUSH VALVE: -1' _,23 = f . ;'` I PORT OF SLOAN G2,SENSOR ACTIVATED,BATTERY P j I P32 = POWERED,FLUSHOMETER, �. I MODEL#8111 �.HB, ' AP32 w GRAPEVIEW 4 _FE 'FROST, METAL GUTTERS UTILITY SINK: VV2 o I KEYED OPEN AT SOUTH END' PROJECTS " _ _ FERN GREEN o MUSTEE UTILITY SINK,SQUARE 24'x20', o THERMOPLASTIC,w/FAl10ET,MODEL#19CF o 6 35-O' slo' 8:12 ,-�; o m w I o I O to.ddor'♦,1 O TOII FT PAP RpICP NCFR" 2 `JN, - - TOUGH GUY,2 ROLL STANDARD,PLASTIC,SMOKE, y,�. Q +WATER SHUTOFF MODEL#22LC64 -- l \ I m I < mlBB413: -1" 12 B 1 .r t- z BRADLEY TYPE 304 STAINLESS STEEL MIRROR, A, . AP3 2. I METAL RIDGE 8 �\\1 PO Box 3 MODEL 746,24'x48" s ' A' � I GABLE TRIM,FERN i w Heup paYFR: ,o ,2 m HZ GREEN,PER ROOF I� —T = Grapeview,WA 98546 BRADEX,WHITE STEEL COVER,SURFACE MOUNTED, D. AP3.3 B- _ I m- MNFR \ r m w Qa 8 \ O SENSOR,LOW-MID TRAFFIC, j 3 'lane 14T I v 3 L Iy z Sheet-Title AERIX 2905-287300 F- O o ❑ Timor'-� C.:MEN ❑g AP32 ym pI TOILFTc AT .p RSP Nc R ' I I R> ❑ TOUGH GUY,SMOKE,MODEL#22LC68 RESTROOM SOAP DISPENSER:PS,LANDAALLPROOF,WALLMOUNT. - o ❑ y 2 RESTROOM ROOF PLAN mO PLANS MO C I NEWU/G POWER TO SUBMETER I I o :JJL..��METAL i • 2'-0" II EDGING m LANDSCAPEAREA I z RELOGA71ED o HODODERN I i (a)LIGHT POLE, ENERGIZE, (e)WATER (e)U/G POWER A O HOOKUP ��AP12 zw RESTORE, MAKE ❑ Project Number: EXPOSED WOOD z 1e 1 it FUNCTIONAL SOFFIT/FRAMING,PT, a ALMOND z Project issue date: 10r"IS _� I I -' Submit date: BR=17 12:58:14 PM (e)POWER POLE 8 \ Q—-— —Q METAL GUTTER,FERN w ELECTRIC METER I II GREEN _ _F.., ❑ JIB 3'VTR Is)CHAINLINK o Drawn: A hor O FENCE PVC WALL CAP, *-,C (e) H POWER F LINE \ \\\\ (3)PLACES �. �+ 2 y ..; ❑ Checked: Checker i EXTEND Ur.WATER RELOCATED GATE—� II ;�.4®.`�yT �R �__,:- a F:VobN12015tGrepeNew boat LINE,DAYUGHTED NEAR 'i FANv.- IeurcMREVITOreoeNewlaurchm RESTROOM NEW CHAINLINK FENCE I 6'FLEXIBLE DUCT `�:'"' .k yF- FYe: l / NOTE:NON-POTABLE ABOVE CEILING,TYP ,. F z0.. 5" WATER (P z A 0 Scale: As indicated TANKPTIC RESTROOM FLOOR PLAN GFI : ," a ... REVISIONS: y Y 1 Rev# Rev Date DescdPhon � 1 I i \ Ugh to comp whh WSE section C405.5 8 C405.5 .g 5 3/4 Ly -">s' GFI e r TRANSLUCENT ROOF 1 062917 Iron 2 REFLECTED CEILING LEGEND :GF PANELS Mtt men -Buck NEW LINE TO(a) 2 r O 080317 mason TOILET/ ` •- comments-Luck SEPTET I I / I O A STOCKHOLM,EURO WALL/CEIL Z 3" I FA,BLACK LY,HIGH FINISHFINISHUSE,LED, SME I I MOTION SENSOR INTERIOR, F a PR Y SINK TO WOOD FRAMING, z LIGHT HENS 1 _i 'may ` PT.ALMOND ❑o I CEILING: I ((�1 S ;FAN y f (6)LIGH 30W,180W TAL I 3/4' PLYWOOD c 1 c Q w/314.34x3 BATTENSE CORNER TRIM,PT, y 2„ ❑8 CEILING EXHAUST FAN ALMOND "4 FYS. w UTILITY I CLEAN VENTS-US TT150,65 CFM •� ,k TOILET OUT CORROSION RESISTANT ^^r 5r8F a-i 1 - 2305 MOTION SENSOR AT TOILET w REGI RED SWITCH AT JANITOR DS DS ❑ C CT Y SINK 0 PL�IVI SN1. ELECTRICAL,MECHANICAL AND PLUMBING5/4x8 FASCIA8 GABLE a OF WASHIN0T0 FERN GR EEN REEN w a DRAWINGS,ARE DEFERRED SUBMITTAL TRIM, c A RISER DIAGRAM BY SUBCONTRACTOR. ,/2•=T,-0„ 2 ALL RECESSED FIXTURES IN CEILINGS n WITH BATT INSULATION DIRECTLY ON THE z PERMIT SET-RESTROOM CEILING BOARD NEED TO BE IC(INSUL 3 RESPONSE-080717 CONTACT)RATED. 3 RESTROOM RCP ❑ „4„=,,_D„ w AP3.1 r O PERMIT SET - RESTROOM RESPONSE - 080717 10 Construct,an Notes. These rotes supplement the specification. Any dbcrepong food among the d'wkg", Timber Sher wall and diaptrogrl nailing Periodic All reinforcing shall be lap-spliced a mhimlm lap of 40 br da oters except 05 noted 610 Pre"xneerod Trvsses. specifications,these notes,oil the site conditions shall be reported to the Drag strut Ord holdowb Periodic specifically on the structural dram". No more thin 50%of horizontal or vertical bars Mentor ad thon be as shown a the pw,s.The mautacturer Mau prwde adaextnl Architect/Engheer,who shall correct such diScr M writing. My work done by shall be spliced at ono iodation. Fran fnenber as eno.e,or a rote to ovate t for m d-cal Hall or other 1.90 Ou011 Assurance 'S asap pr HpPar e9"e heel the Contractor after dbcove of such door II be done at the Contractor's risk. � Provide ebaw bait(40 diameter)W horizontal steel at corners and intersections In ryy bP Partitions,snow aft loads.etc.Trusses wdh spar Beater tins 95'Mall hove the heel pates ttesx]ad The Contractor shall venFy and coordinate the dimensions CMnOrig all aawirtgs prior to Qolitity Assurance Plena for Seismic Resistance: LInIe»otherwise provided by the toot"ad walla. careiderrg the erfaee of eccenvio loading p proceeding with ay work or fabrication. The Contractor is responsible for all erection Architect or otter Consultors For this project,the Contractor shot]provide quality LOP welded Fabric 12'or one spocIng plus 2',whichever is more. 9 bracing,formwork ad temporary construction Shoring. assuraioe for each of the following systems: wwo rated precut biockiS bregi%brod"andia Filler places snall be f-hed by the mrufoc6r Piping systems and ma honido[units containing f lom able combustible or In"toxic 310 Concrete cover on reinforcing(uness shown otherwise). tiara applicable,wind uplft bra,"thou be povUed ay the menufacbrw.W."noted otherwise,ails tr- 1.10 Bidder's waror4!. materials. Rattan of footings 3' movactwo,than eta rt off ft~connection hal for the Nstdldbn or theirsystem. By the set of submitting a bid For the proposed contract,the Contractor warrants that: Anchorage of electrical equipment used For emergency or standby power systems Formed earth face a slab-on-gode 2' `-hop d"a.N9s thou Vacate all required permaent broditg supportrg cads kit b shall na-t.mamba, The Contractor and all Subcontractors he Intends to use have carefully and thoroughly Suspended dolling systems and their anchorage. W 119,weather Pace 1-1/2" stresses,specas/gases and ariplicable"-M approvob.Snap aowrxp ad dalalotem saner be sealer m reviewed the d'wkuys and structurat notes and have found them complete and free GOIurM did berrna to stirrups I-I/2' N a prateatiorol angneer registered n the state of innew tm, from orbigultleS and wfficlent for the purpose intended;further that, Each Cantractr responsible For the Ga15tNdtirnl of tins Wlldng'a aeixnic-frce?e"i5ting Bottom of interior slab 3/4' The Contractor has careful) examined the site of the work and that From his own tam r other stem listed o the uali uction of laud shalt submit f written Mato)plated arouses stall be rnon llddtafld o detailed in cOMormaca»ith the following Standards. o y s1 a P wane,maids face i' investigations,he has satisfied himself as to the nature and location of the work,as to contractor's statement of responsibility to the Building OFfll01,Owner and Architect priorAt61RPl 1-2002 wotlond Design Standards far Metal Plate COmected wood Tans Comtrrction the character,quoli4 quantitles d moterbl and difficulties to be encountered,as to the to commencement of the work an that system. The statement of responsbility shall meet 3D0 Construction joints. ANSI/TM 1-w95 code of Standard Proeeke for the Metal Pate cornectod wood T vss how" extent of equipment Ord other foldlltles needed For the performance of the work and as oil the requirements of IBC IT053. Construction Joint Spacing in walls shall not exceed 50'on center except oc directed by ANSIMPI 2-1995 standard far Tostrq Metal Plate Camectad wood Trwoes t0 the mars]and Iadpl GrtOitiana,and other items which h affect the ge may ay Y10y the Architect ir✓.er. Mark or Its performance,further that. d deiiverOd,ma tort arils,a snail be f.,i-vaNea a tine fdricators or not , c baent)to a to ore The Contractor and all workmen he Intends to use are skilled and exper'Iencod it the 2.0 Site work. Horizontal vertical jointsconstruction o boats and d"an slabs not hall be o except there d»ve rolerercae standards,oat al the foliowrg Haw advisory notioct(or rot�ces CguNOlent)to of constructon represented the drw ad documents bid ;Pu'ther that, 2.10 Excovation. indicated, d the t l can point F t esjoints .balms and slabs shall ,L iodated f between the ePr es, °Pan midpoint and the third n!of the Unless rated otherwise,location of the BCSI-BI S-nor'heed-wide for Iiadlhg,Instoliation and eracrg d Metal Plate Casacted Wood Trassee. Neither the Gantrartr nor cry of his employbea,agents,ntcncled suppliers,a Excavate to depth shovel and to firm utdbtubed material. Over-excavations shall be construction or contro joints h slab-on ode shall be on column grids or under �I'$2 5�.^^wy Shoat-Kab ember o xf Temporary e-acing subcontractors hove relied upon dry verbal representalons oliegedly authorized or backfilled with low concrete(Pic=2,000 pst)at the Contractor's expense. Exercise � g =-B3 5 1.10-5 het-web Mender Pemidane Cracixyweb ReNfarcemem. permat$,boom or girariders than not exceed d for c%each wry. BSU-B4 Sheet-Comtrvction urnauttnorized From the owner or his employees or agents,itcbdtng the Architect or extreme dire dying excavation to ovoid damage to burled noes,tanks,and other No Joists,bears r girders shall be sleeved for piping r conduit except m noted an the 5vi+riay Loao.g Engnaers,In assembling the bid Ilkyes;further that, corc4oled items. !pan dixaveny do not proceed with work until receiving written structural drawings or as approved 1:9 the Architect/Engineer. The bid fiare is based solely upon the construction contract documents and properly Instructions From Architect. A competent representative of the owner Shall inspect all Issued wrtten addenda and not upon ay other written or verbal representations. footing excavations for suitability of bearing surfaces prior to placement of reinforcing spacing Electrical conduit it slats,sh011 It placed at the mid-depth of the slob h ll mninxn steel. Provide drOnor as necessary to ovoid Hoter-soFtened subgode. eoP�ng of twee brat"the esndult diameter. Gortdui!outside diameter shall not excess 1.20 Codes. ono-third of the slob thickness. All methods,materialsand Mrkmavttp shall conform to the 2015 Intenrnationol Building 2-20 Fin a,bockfill d c lion. Provide control joints In exposed holies core topping at each and of each hoilw care Code a(IBC)as amended d adopted b)the local bull"o/thority. Backfill against walls shag root be placed until after the removal of all material sib)"t to Plank. Provide additional joints parallel!o planks at Ib'o/c maxMrsm. All reference to other codes aid standards,(ACI,ASTM,etc.),Shall be for the latest or rot or corrosion. All fill placed against retaining wails or basement walls shall be free- a most current edition available. 6.0 Wood. draining granular material. Structural fin other than pea gavel shoo be granular,placed � 1.30 Designcriteria. n 6 Inch lifts and compacted to at least 95%of its maximum d'y density as determined 6.0 6erord. w Fran"Wdoor Vdl be OF-2 a batter,except Mat 2.f,"Winer may be W e2 unless.0-Iss thorn a w Uniform bads: by A57M 0.t55T(Mod.Proctor)and ASTM D-698(Standard Proctor). Pao gavel Fill Shall yid pore.Ail 2'asrber Ma11 be Win also(KM Each pace of tabor anal bear a gods stamp of o rscogized O Z Loads Live load Dead bad haVO a maxInRm prtkle size Of 3/b'diaroter. amber grading or Wpectla hureoo or agency per the N15T American 5oftHood Lnmber Standard PS 20-" (' Roof 25 psf• actual _Q Z a"o LU 51ab-an-grade 125 p"f actual 3.0 Structural Concrete. Provide art a malleable rat washers ar Wwe G a dig Gott hoods Ms, d straws bear an wood. w t Treat all wood N dontcct with concrete,mortar,gat,,awry,a of wfho e' earth:oil read over water:ad n t Z ; 3.10 General. at add in contact with earth:Hash one of the fall"prow»aa- Z e15%Increase In stresses for wood framing oliw b on ed For snow live ad. All concrete stall be hard rock concrete meeting requirements of A4I-5a, o Concentrated loads: 'Specifications for Structural Cancreto for Build'ags. Proportionag of ingredients for 01-ted Copper Arsenate(GCA-C) Mechanbal units or other concentrated loads on roof or floor. All moxfacturers of pre- each concrete mix shall be bg method 2 or the alternate procedure given In ACI-301. DOT Soaim,Borate(S" co engineered systems shall locate,coordinate,verity weights,etc.,And design their Place concrete per ACI-504 act conform to ACI-604(Wb)for winter concreting and ACI- AWk Ina copper was ACO'c one Aco'D iCa'bmatel U Z system for these loads. 1505(305)for hot weather concreting. Ise interior mechanical vibrators with 1000 rpm dapper Awse(CZA-A oat CA-B) O Sri U n Lateral loads: minimum frequency. Do rat over-vilrate. COKrate shall be placed in a angle pour ~a Possible,pre-Hat material before trdabnbe.All field Guts and trilled notes$hall b$field Vaned N U � Hied(IBC 1604) between construction or control Joints. Protect all concrete From premature d"ing occardaae with AWA M-4. 110 MPH-3 second cyst excessive hot or cold temperature For seven days after pbcing. Iw=W 620 Accc - Exposure B 3�0 Strength. Bolts eholl be ASTM A-501,era Has Stan be m fte!No rat washers(M.IYt)or h"plate cut warless c0 Earthquake Design Data(IBC 1613) Twari"igtt day compressive strengths shall be: Nails snap be carman,Ancrica or Canadian mwfactuers any.Is•125 pal slump tag anew,shear pages-see rational deskf epeatratlom See 1.40 Slabs 5000 3'./-I' Anchors ad cwwctlon Mali be 5epw.Taco,Uwbo lek or outer Ntornguai Code COamcn(Irv)approved S 056 Bean",column,vertically prodXtS.Al fostans f Sail be Mtalled per maWachrerb redaeeerndatbm amiss$othenrbe 0- Ste Formed walls 3000 3'./-1' Site Close D � All nardvar0 Oxpwdd t0 weafhcr,N lrsieoted pdtero g building,ar N catact wdh treated wood as specfad SDS a 0.93 Foot" 5000 4'./-I' drove"I be apWMiso w follows;Fasterors,Mall be hot dppfd pa ASTM A 155 a mod-IN gaivonbad Q4. 5DI -C, These slurps may be increased Mith proper addition of admixtures for workdaility per A5TM B 695.class SS or Tooter.Hardware*101 be golvavzea per one of ate follawg processes:ASTM Saismie lr' i.gt D without changing the water content of the original oproved mix design. Admixtures A 6"rims IDS(r a ahx GIGS)or BatchMost Hot Dppcd 6awan,zW per ASTM A 123 Beer' W011 tom- r walls with contonng chlorides ore not permitted unless approved by the Engineer. log Spa ng stainless steel hardware ad fasterors shall be used N comadtbn with oy preseNatNe treatment process rot r shear panels-wood structural panels "IFldaly listed above. Q Bg V e 0.18W(Strength Design) 3.50 Materiob. l� Cs=0,06 Cement: ASTM 150,tips I or tope I-11. Engineer's approval is needed for use of tape 111 630 fanhum railing. J F° R e 63 cement. MNirun naifng Mall to par IBc Tdrb 25049J-Naing Sdadole EgWvalent lateral force method Coarse ad fine ogg-egate: ASTM C-33. Water stall be clean and potable. 1.40 Soil data. All 5h Shall l(dentaod nfir/. 1500 f bean Al gaging stall conform to the fdlawNg ttadaras:MIST voMmay FYoefrat Standard P5 2-42.Tfickro»ails Pa bearing 5.40 water reducing admixtures. a'y^ta snail be as shoal All pl9 and Man be gap I ar i species.West OVb Sh own,arro,provide the folawNg Water reducing admixture: ASTM C-4d14. Ad bdurea Shall be used inexact accordance mNinm ronig 150 inspection-see with manufacturer's instructions. Panel edges bat at b'a center C I.60 DiFfarred Sutanittob/Shop d'awIngs. Synergized performance systems: Concrete usig ad mixtures to proArce flowabb Interned.56pport eat at Von center G Submit d]fferred submittals/shop swings to be reviewed aJ the Engneer concrete may be used subject to Engineers dpprovol. 0 for the following: Air ertrokment: A5TM C-260 and ASTM C-494,entrain 4%plus/mius 1%by volume n 6.50 61ue1am Beam_ 0 COrorate mix all exposed concrete. Materials,-Vactlre and gwlity cararol stall be per ANSI/AITC A-140.1 5trucQral blue La hated Timber'. ry ({,� Reinforcingsteel No other admixtures permitted unless OVed the Engineer. Ullese otherwba sh~.camber all beans 1-1/2 tiros dead bad deflection,ukase otherwise sham all beam snail LL Ix^^i aPtbr �] be cdM*fdtlon 24F-IeE as isd listed in ArASD table S I,and exterior glue ex glue Ltiless othrwbe d $torn,Ndntrel I10 Miscellaneous. 3.50 Formwrk and Shoring. A b« tut CC) W Verify all dimensions and conditions in the field. Follow recommended practice for concrete formwork(AU-349). w 6b0 Wood adwslve. Verify size and iodation of all openings In the floors,roof and walls with Architectural, Reahring for eanly removal of original supports will not be permitted. An.vood odasivas Son be elastamrio and Son rave o curag IrfiEs approval.Apply all odnaslvn N mechanical and eleotriool drwng". aca wit the oand"maufacwer's recamrandgem. 1 Q Canstructlan detalls not speal lolly shown on the drawings"hole follow similar details of chile reshorig operations re under",no construction loads Haul be permitted an the accord Q sections of this project as approved by the Architect/Engreer. new construction. z Sae architectural,mechanical and electrical drawings for dimensions and locations of All shoring stall be the responsibility of the Contractor. Formwork supports and Shang LU Open"not dimensioned or shown on Structural ph". shall be desigrad to provide finished concrete Surfaces at all faces level,plumb.Ord true wn - i _1 DO Special Inspections to the dimension"and elevations show. Tolerances and variations shall be oat specified. LLJ � Q Specal Inspection in accordance with IBC provided section 1904 shall be provid for the a following work items: (Refer tp Section I104 for complete desxrp 3b0 Reinforcing steel. W tions) Q W Z Detail,Fabricate, d pis a place per AGI-315 d AGI-31tl. Support reinforcement with � Item RFu'red fir Frame approved choirs,spacers,or ties. 0 Reinforced Concrete Reinforcing Per bar reinforcement:Deformed b reinforcement: ASTM A-615 Grade 60 LL 0- w Reinforcing welding Welded deformed br reinforcement: ASTM A-615 Erode 60 or 40.weldable Bade. O Q Bolt"installed In concrete continuous submit weld proeadwes and mill certificates Showing carbon content for all all b to be Use of correct design mix Periodic welded. Slump 4 air tests Continuous itelded Hare Fabric: ASTM A-165 t A5TM A-62 fy a 65 ksi V Placement of concrete Continua Deformed bar awhors: ASTM A-446 0 Cu'rg tamp,a te4helique Periods a f.CF bolter. Check issue Date Revision: Nq,ct Rel.: client l l.; CM Run.: SHEET ND. REV. AP3-S1 e