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HomeMy WebLinkAbout1706 E. Front Street Address: 1706 E Front Street PREPARED 5/19/16, 9:00:50 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/19/16 ---- ---------- ---- ADDRESS . : 1706 E FRONT ST SUBDIV: CONTRACTOR PHOENIX SIGN COMPANY INC PHONE (360) 532-1111 - - OWNER MC DONALD'S CORP 60-46 PHONE PARCEL 06-30-00-1-0-1300-0000- APPL NUMBER: 16-00000520 SIGNS ------------------------------------------------------------------------------------------------ PERMIT: SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 5/19/16 LL BLDG FINAL May 19, 2016 8:53:44 AM jlierly. Sheri 360-532-1111 TV -----—------------------ ------------ COMMENTS AND NOTES ---------------------- -------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 16-00000520 Date 4/20/16 Application pin number . . . 694520 Property Address . . . . . . 1706 E FRONT ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1300-0000- Application type description SIGNS on your state excise tax form Property Name . . . . . . to the City of Port Angeles ..•� � Pro ert Use s Property Zoning . . . . . . . COMMERCIAL ARTERIAL (Location Code 0$02) Application valuation . . . . 74434 1 J Application desc SIGNAGE FOR NEW MCD'S 295.8sf FS / 148.51 WM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MC DONALD'S CORP 60-46 PHOENIX SIGN COMPANY INC PO BOX 66207 PO BOX 497 CHICAGO IL 00005 ABERDEEN WA 98520 (360) 532-1111 ---------------------------------------------------------------------------- Permit . . . . . . SIGN Additional desc . Permit Fee . . . . 861.00 Plan Check Fee .00 Issue Date . . . . 4/20/16 Valuation . . . . 74434 Expiration Date 10/17/16 Qty Unit Charge Per Extension 3.00 85.0000 PER S-WALL SIGN OR MARQUEE > 25 SF 255.00 8.00 47.0000 PER S-ALL SIGNS < OR = TO 25 SF 376.00 2.00 115.0000 PER S-FIS OR PROJ SIGN > 25 SF 230.00 ---------------------------------------------------------------------------- Special Notes and Comments April 20, 2016 9:19:16 AM pbarthol. All work subject to field approval. .jll (` April 20, 2016 9:22:05 AM pbarthol. �.i Project will result in 148.57sf of wall mounted signs, and 295.8sf of the 300sf allowed freestanding visible sign area. l Pb oil Fee summary Charged Paid Credited Due Permit Fee Total 861.00 861.00 .00 .00 Plan Check Total .00 .00 .00 .00 �p Grand Total 861.00 861.00 :00 .00 o , Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner( ner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION- Footings OUNDATION:Footin s Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar ' INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 �A_ - � S_ PERMIT APPLICATION Print in ink f, CITY OF PORT ANGELES i' / For City UseY nly: Attn: Building Permit Technician FDate Received 321 E. Fifth St., Port Angeles,WA 98362 Permit# (- - (360)417-4815 fax(360)417-4711 Date Approved Applicant or Agent Phoenix Sign Company/Travis Warren Pho a 360-532-1111 Property Owner McDonalds Corp. Phone 630-623-5181 Property Owner's Address One McDonalds Plaza, Oak Brook IL 60523 Contractor Phoenix Sign Company Phone 360-532-1111 Contractor's Address 16 Horizon Lane,Aberdeen WA 98520 License # PHOENSC923TG Expires 2/7/2018 Project Address 1706 E. Front Street, Port Angeles WA Business Name McDonalds Parcel Number Geo ID 0630001013000000 Lot Zoning 58 Submit an 8 %"x 11 "site plan & three sets of plans that include: ■ Type of sign (wall-mounted, projecting, freestanding, illuminated, other...) ■ Placement and sq. ft. area ■ How the sign will be securely attached (Engineering specs may be required for freestanding signs) ■ Separation distance'between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code"of the City of Port Angeles Municipal Code for sign requirements. Sign Type&Brief Description: (Type, location, sq. ft.) 2 24" "McDonalds"Wordmark, Front and Drive Thru elevations, 33s ft.EACH uleSign #1 ( ) g yvif Sign #2 (4) 42" "M"Arch, Front, DT,Non-DT,Rear, 12.25s ft EACH Wi$=)4,67 �S # Non-DT, 2.6s ft EACH �r/�Slgn 3 (2) 8 Welcome letters DT and No q 4✓L'�. �S aign iF4 2 Directional Signs W/Lo o at Entries on S. Penn Street, 5.25s ft EACH `yam• S�G� _ _ } ( ) g Q ,s::75 Sign #5 (2) Electronic Message Centers mounted to existing ole sign. 44.68sgft EACH �9b g W/ijSign #6 (1) P1ayPlace Letterset, Drive Thru Elevation 31s Totais(unit charges Sign(s) *� , Unit Charge uantit multiplied by quantities) Type of Sign Valuation / $47.00 x 8 = $ 376 All signs less than or equal to 25 sq. ft. $85.00 x 3 = $ 255 Wall sign or marquees, over 25 sq. ft. $115.00 x 2 EMC = $ 230 Freestanding sign or projecting sign, over 25 sq. ft. GRAND TOTAL Make Checks Payable to: City of Port Angeles $ 861 Credit Cards (Except American Express) are accepted Existing sign(s)area sq. ft. +Proposed sign(s)area 248.25 sq. ft. = Total sign(s)area 248.25 sq. ft. Building fagade area (height 19 ft. X width 296 ft.) = 5,662 -sq ft.l�a building has more than one %business in it, only measure the area of the building fagade that is used by the business applying for this permit.) I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to workiLfo" projects. Date���� Print Name -� Signature tAAM_X� T:Forms/Building Division/Sign Permit Application.doc - - -- - E - — i �� -=- _— I ySl�� � �<srl� � G95• g S� E FILE COPY McDonald's Corporation One McDonald's Plaza Oak Brook, Illinois 60523 Direct Dial Number(630)623-5181 MJ Fax(630)623-8154 McDonald's email: lorraine.fortelka@us.mcd.com VIA FEDERAL EXPRESS —2 Day March 29, 2016 City of Port Angeles 321 E. 5th Street Port Angeles, WA 98362 RE: 1706 E. Front Street Port Angeles, WA L/C 046-0060 To Whom It May Concern: McDonald's is the owner of the above-referenced property and is currently working through the permitting process to rebuild the restaurant facility located on the property. Upon completion of the rebuild and the re-opening of the business, McDonald's acknowledges and agrees that any signage permitted to be placed upon the building or elsewhere on the property will be removed by McDonald's within one year of the permanent cessation of our business on the property. Sincerely, MbON D'S CORPORATION APR 1016 By: Lorrai, Fortelka �Eg Its: Senior Counsel Cl-�•( C3&EC�f a'11C D�E CPMENS COMM�N1� ACKNOWLEDGMENT McDonald's Corporation, a Delaware corporation STATE OF ILLINOIS ) ) ss COUNTY OF DuPAGE ) n March 29, 20166 before me, �amQ1�Q (I�CCS , personally appeared brl�G AP V, ICokI M , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signatu (Seal) OFFICIAL SEAL TAMARA L. SALINAS Notary Public-State of Illinois My Commission Expires 4/04/2019 f t 1 FILE COPY SEC. 11, T30N, RM, W.M. a . � :�ORDEA XERE CANOPY INSTALLATgN INSIROCTION3. cmwa�.v.nado<m cone s'qn wrvwnu emaaanrre.m�,.m.�eme"m++a aw�rh"a u.s,y" 1 ILLUMINATION: OL Y.,T/e• F'a We.Esivi •ms6 eK a.�II woD°"r.ww�ma+ravae"n 1.ILLUMUUTION:COOL WHITE FLUORESCENT LAMPS •+s04R1WDD SRiD.EWOSWEc � � �brlDa,ra.ab as wa � - o�M raropr lDanm mwaons ww am crop am 2..p9]S�R SOPPLY:ItI ELECTRONIC BALLAST 28- —� -. — - i •Fq POtEs.0)FOOTna nGuaN wM abb A Dolt h t Pour conerOle accadxag b ergrtlearea ata'rq vms AEAgvELNT NG PROVISIONS a ---- P sEK NOLEs 3.LOA2 CANOPY:1.BOAMPS 3 Omrxe as m aq to Nary P•Fwu d eeVr Oemepa 7.10• T-0' r T �- a H_NVN: - d aeroreaes..a.r.rm wa Yw, H �— —� SPEAKER TBD 131H'SL07TED HOLES NSEs :wnDan uNANaFAImAE.s aPAan.Ics uarvwamy to an 4 CIRCUITS'(1)20 AMP-120 VOLT 1,BOLTS O O� �'F }�(xeEp'DIUe OT,rFNSTDau �� 5 5'ELECTRICAL HOLE Remcva wcn bin dpak avm Remove coo Icon omm 16 Os y ekdnc ev N cedrwa toa mmVdeiq saewa Rma.e moi n n9 ariewa I I I _ E)SIG+GBL*ET NACdlERIW A This Sign Is mended to be Installed In accordance J I �n4Es n oTNEas. bale�gln Nal road rm mNXmawln na reduir BASE PLATE DETAIL T'i� 1p 9.)ANCItlAeOLTa Nurs,a WAs165 INSTALL LETTEP wMN ernenis of aNGa 600 o(IM National L S lomm as C qav,w atleMre-s—_as auras roto a LETTERS ,odesaAsS late (rrP) REMovnBtf Elect- I Code and I w applceble bwl . sXALL E vaPEED As AN im vow i cD nm we y.w,reanerc dna nwa ov..coma eaN. PANFL IN cANavr This indudas proper 9rOUndllg and 6on0ilg of the Ggn. —it. J I (z nEq'D) .L lir%wIE W T taus AssEewLv Fa-THESE srurAXTOx Dawn mad aD«re lewll,•nda r;gnlenxnda aoa.a D..a BOTTOMFOR �'� 4 IassaassMa TUETonnTF' sL�OTTEORaE kV0. i e Wim aunaOry ekcvu�wneapnwm"cw"Oda Remuw LOO ekcwai oo+.ecwe, f1.2 YC ACCESS TO IAMPS waSMIn _ I I PEpb) (I 2'{'I( fTy,.); -- Ou.ASSa ♦)DO NO�M.wGoa Bo nFrER o d apeanenwOe+awuw gomwe alawNr aaa. (2)WXZXWF - / G4DE DSI-B., I�CTARGUIM sPEAKE0.4 6ALV.YIIZEDA O.IY S emm.e xceo w.m Winged mw"n ullxatan ,IIISTA4EE BY I (I I' L E 1ZE in—a% MiN EYED H RT3) „a a','r.;,'g;aal�a a"'„bp;,m;�tt,'g°m` „.,m,,,,wnm •„ TUBES E,ANUFACTURE,y DOUBLE NUT '•NOTE ALL PLATE WASHERS.NUTS,8 LOCK NUTS TO r-tsIASAZDwuE IZAw I•x ^ ) Ia2rommsALvernannwrewASNas MrtstTw.) bl _ „anq saaB.wewrenwm.�eal�rinaa me.mamdl.e lsaowa nares.aybsu<n,m). Rr RR Pu�EIs coo ALUMINUM - REMAIN ON BOLTS DURING INSTALLATION OF FOUNDATION �� ��i (Tae_TOF,wDsorroroFeAse R,aTp mwneJ roles suwwn wa•n xe�anna aa.cmq Dew•EI REAWVABLE (•6,w a, "` SHROUD TO AVOID BEING MISPLACED ON THE JOB SITE vw ven%w cdvmn e W vbl ann Ma�ean kinks ansa smwnma toes `aarogwenea egrM "e Damm9 (S)--s—NOT > a�tap�vXInc Minx mawn,vn msce me arm xnn•m�iarl I R—��,,•••�i—•i- slarETDFOF FaMAr,aX _ wAst6l wl rrtan 0.nTE o FORACCESS MANIYACRIIIER) I •w,E RATE EDTtaN F{ _ j L ANCNoftBOLT O COD PLATE WASHER _ I row.OWFaR DaanaAAE � �`, i > aayR attwaaNry TwWasll ewbN arm bebbEa NWadweaeuw lSaW !re'TALL _. _ JL- ®J1BIMdF(TV1 iCf AAOr w ra tube mM SOoea�"nrpe memnuaml �,�M RECTANODUR ( � E ( � ,i C rncmTn rw sweq Iemion M ental Ip as arm arw b estaman smown arm _ BASE PLATE � 1 E MSE HIE) OOeralpn ENn_IGa rroN'n DY rMaY Jami aCDlCa'enatNY 12161ncM5 vb fNeaaM%b Bean w+Gem+m m/.va,4 %116' ,��% r 9:..... __..._ EFADESHJTDIPIFO FWnDOEM LEVELING NUT mI aro sows •I tLeE NORIZONTAI Q I ez•rAIwaDAA ne"aa darkM mnwlamd8'Y • a.%y. � AND PLATE WASHER ErA®rENrNNII.1 § a sada. nam hwX Plamr - .... 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( ' ' \ (�IyBBD1 3 any sdHsNs strtrclu2l elements must d aPM ni d DY -- U 0 IOks TO BE OtsPur UNrt BY Arm sI+eA-A a r•9ss,ered swclura empnear dna doa,nwrned w+ -DEL TE.Ia%MTT OPS°'ff°E C NOT BY sww INSTALLER, FIG.Tm sr PRooucT rAXUFAcruRFRs. t,NGHgR BOLT MouNnNG DETAIL a sramoeo pool 9N�M_QR 826I DET9D. - T AW a MTE wAREa(,YP) ,6� McDONALD'S ORDER HERE CANOPY McDONALD'S ORDER HERE CANOPY J o a "'ESEKOAENTISPONBIwNOPORP Ecefr.EXACTPI6T—TONPROCEDUNEB,IArvARVBVSEDONETTESPELIFILLONOmoNs '" DDn.`e•F".e 7M600CiAa':NTreFOR 111WING PURPosEsw%vE%Acr esTAUArroN PROCEouRfs MAr vrw BASWON 51,E SPECFIc eoNDmoNs ^a'^- ^ "'�'� o McDIIrmM's !2/26/ll VARIOUS t.D,R.a ; � I�ERSvMR pK , , F M�DRALD'S —y,-„ _ MdDDBALD� � IEder Here Canopy-150 MPH 5­611110611114.1COI.E.LO -, PERSNR VARIM OF1 , wr a ORDER HERE CANOPY INSTALLATION-150 MPM 1• MEIeSt/rIENIIwIBR apn��w-•-•a....•.--.• Z N U0 ga ORDER HERE CANOPY INSTALLATION (Q o NTS F 0 J W Z O 1.9 Z �_ s OPTION A OPTION B OIn IN GROUND SIGN MOVIBLE SIGN � JQ •c STANDARD INEwinhwAlon: N/A r'�E SIGN FACES J Z Tri V_r err- Fp OErdRc Pigmented ABS panel to Q O w >r match PMS 425C with matte H- cl aZ finish Screened white S 'RO.grved DrwTbm-wpy Z Z i Yelbw reflective vinyl-9, • , W F • 0 R o 0 O Z U3 a � � • o RR � y OPTIONAL ' 6 SIGNNFACES ' >; w +� SS D.Jq RL g �O of wasw.i JS ISJ' 1 4C c • • • • N< Z T�bt ELEVATION DIRECTIONALOPTIONS A w SCALE:1-=I-0' SCALE.3R)'= NO f) uu�n Jou uxAs axe for custumn appm+vl.nil.Jmannµs arc Ix uxJ as am'Inaldlatinn A J,II ::.Tin,.ns mast Ix.cr hcd lx+orc �.I,II.I n. F •rc�5�.t° ss' � 1'-1T NAL MCDONALD'8 BT�PKE rv°O„o`� '�-aAamu.a..l` w EN Treutmns%wwcO•axr O W ,• • • .. .11 n[vorER. a t an eua t�rww°, RENTON,WA 125713-10660 SE 176TH STREET•RF_NTON,WA-PROGRAM BOOK ICA'rAnes lrAseeueaEns ;� S W.HOLM Dw,w er LHURTADO PULL FORWARD SIGNAGE MCD DIRECTIONAL WITHOUT ARCH AP KOVEO 81 R.JARVIS NTS NTS Ih DATE: NOVEMBER,7014 I S doe N: 1579.01 s CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NO.114-1-1 IRON PIPE WITH WASHINGTON STATE PLANE COORDINATE 1579.01 C6.1 v+ AND PROTECTION OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL TACK IN LEAD IN MON.CASE AT INTERSECTION SYSTEM NAD83/91 NORTH ZONE R`E VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG OF E.3RD STREET AND ENNIS ST. 9,� THE UNDERGROUND LOCATE LINE AT(BDO)424-5555 A MINIMUM OF ELEVATION=180.87 216"1 x.. 48 HOURS PRIOR TO ANY EXCAVATION, DATUM-NAVD88 aETT Nu 12 a #% NOTE: 1/2 HEIGHT LOCI(NUT AXIAL LOAD--130 LBS (GALVANIZED)SHEAR FORCE--215 LBS -DESIGN CODES HEAVY MEA NUT SLOPE TOP TO SHED W4TER OVERTURNING N17 POLE BASE LB-FI IBC 200, (GALVANIZED) NOTES: SCE 7-OS AO 318-Oe -TOP OF PIERS SHALL BE SLOPED SUN MAT MOISTURE \ NSC 13TH EOI10N 2d' GAlv4N1EE0 wPSx"eR6 CANNOT ACCUMULATE. AW$Old -NOT DIPPED GALVANIZED BOLTS WIND SPEED--100 YPN,3 SEC GUST DDS (SUPPLIED BY NAR.) "II -F1554 GRADE 36 ANCHOR MRS d -EXRO6URE C -ANCHOR BOLTS TO BE SET IN ACCORDANCE WIN 415C HEAVY HEI(IIVEUTN.NUT I CODE OF STANDARD PRACRCC -I- -VSE 3000 PSI CNCRETE COMPRESSIVE STRENGTH(Fe) (GALVANIZED) II -ANCHOR RODS.NUTS,AND WASHERS$HALL BE SHIPPED AS „ ON9NE0 IT- -TI -PIER DEPMS REONRED ME MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS _ AN A$$EMBLY FROM THE SIGN/LICHTNG MANUFACTURER titb DETERMINED BY LOCAL JJRI501C1I0N. 1/2'DIA. I -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION 9F POLE LANDSCAPED GRADE. III T� -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. GPPM 36 HOT 01PPED -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND EISCTRICAL 11 �\� REQuMOMENTS. ., m� CALVI.H I2E0 ANCHOR BMT I -NININUM ALLOWA6a LATERAL SOIL BEARING PRESSURE 100 ASF/FT OF DEPTH aZ -TOP 6.OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATONS(EMBEDMENT DEANS ✓ I IL III SHOWN ARE FROM(RADE) -3MIN.CONCRETE COVER FOR REINFORCEMENT I SLOPE TOP 10 SHED WATER I O .I -CESIOH LOADS DERIVED SROM THESE CODES AND FORCES dl III d 11 I IAL LOAD--130 IBS 2-a2'al/�PLATE SHEAR FORCE--21S LBS LO B NS GENERAL NOTES III 3"MIN,COVER 111 . - -THE FOLLOWING CODES WERE USED IN DESIGN: o T a TFF _ -IBC 2009 s III d J1 -ASCE 7-05 -ACI 318-08 �i t -- —— -TOP OF PIERS SHALL BE MOPED SUCH THAT NOSTURE -AISC 13th EDITION z a CANNOT ACCO-Q 1E. U > N ° I ELECTRICAL CONDUITS FEO ANCHOR RODS,NUTS.ANO WASHERS SHALL BE SHIPPED A5 -ANS D1.1 a p NRONCH HOP IN BASE PLATE An A.E. F.-NE scN/ucHlRlc NANUFA UAEA -WIND SPEED 150 MPH,3 SEC GUST F s -DO NOT CUT ANCHOR BOLTS FTER INSTPi1ATOM OF PME -EXPOSURE C (6)A6 VERTICALS W/u - -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES 4 03 TEs o T.C.s -AXIAL-1560 LBS CI I° d r 0 LBS MOMENT 285.800 LB-FT Q AA -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN soPE TDR ro SHED WATER MATTER BEFORE PLACING CONCRETE 1. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 1OOPSF/FT(X2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. o z`. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT,FOUNDATION SHALL BE W Nn DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT / INA. C ACTUAL SITE SOIL CONDITIONS. V yyW o -TOP 6'Of SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS U DIRECTIONAL W/0 ARCHES 100 MPH Z 3 11"1 / Nn (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) \J -ELECTRICAL CONTRACTOR TO PROVIDE DEFORMATION ON CONDUIT ANDI''' tll p 3M�", ELECTRICAL REQUIREMENTS. o..z NOTE: NOTES: NOTE: NOTES: I/ ? -N J -ME 2R CSS -TCP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE -DESIGN CODES -TOP OF PIERS SHAH BE SLOPED SUCH THAT MOISTURE CONCRETE: ,/ j H w IBC 2009 CANNOT ACCUMULATE. IBC 2009 CANNOT ACCUMULATE. scE 7-05 -HOT DIPPED GALVANIZED aMTs As 7-05 -HOT DIPPED GALVANIZED AMTS -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL ACI}18-08 -F1554 GRADE 36 ANCHOR BOLTS AO 18-08 3 -F1554 GRADE 36 ANCHOR BOLTS o FISC 13TH EDITION -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC 'VSO 13tH EOBON -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH NSC AND/01(ENGINEERED EARTH FILL COMPACTED TO 98x OF ITS MAIOMUY Z AWS DT,t AWS D1., 0 i m WIND SPEED-150 NPH.3 SEC GUST -CODE 0 RODS, UTRAG GL NS.AND w45HER5 SHALL BE SHIPPED A$ WIND SPEED--150 MPH,3 SEC GUST -P CODA STANDARDRCQIS.NUTS.,ARND WASHERS SMALL BE SHIPPED AS DRY DENSITY AS PER ASTM D 698-70(STANDARD PROCTOR)UNLESS / tl 5 d -EXPOSURE C ANClAN ASSEMBLY FROM THE SIGH/UCHTING MANUFACTURER -EXPOSURE C AN ASSEANBLY FROM THE SIGNNGHTING MANUFACTURER NOTED OTHERWISE' V -06 NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -DO NOT CUT ANCHOR BOLTS AFTER NSTALLIT)OFT OF POLE -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. IA -USE DEA S CONCRETE E MINIIMUM&PRIESSF� ALL.PIER(Tc) -USE 3EP S CONCRETE EMINIMUM.SiRENGN IFc) -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. V -PIED.DEPTHS By LOCAL ARE MURNUNS ALL KERS TO EXTEND TO MOST DEPTH P5 -PIER DEPTHS REQUIRED ARE MINIMUMS. PLLPIERS TO EXTEND t0 FROST OEPN AS DETERMINED BY HALAL NSLO DnSLI DETLOFPIER By ILL B JSLOPED SU -MINIMUM CONCRETE STRENGTH(fc)SEGUED CONFORM WITH MCDONALDS -TOP OF KERS SY.N1 BE SLOPED SUCH THAT MOISTURE CANNOT ACCVA!VLATE -TOP Gi PIERS SHALL O[ROPED SUCH THAT MOISTURE CANNOT AccuuuuTE. CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION Z13-A -RECTRIOIL CONTRACTOR TO PROVIDE INFORMATION CN CDNOUIT AND ELECTRICAL -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATON ON CONOU1,AND ELECTRICAL 1/2 HEIFAHT LOCK NUT REONREMENTS. 1/2 HEIGHT LOCI(NUT REOUIRENENIS. -US:OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE PD -MINIMUM ALLOWABLE LATERAL SOL BEARING PRESSURE 10 PSF/FT O DEPN.2. (GALVANIZED) ­MUM AVOWABLE LATERAL SOIL BEARING ARES . 100 PSF/TT OF DEPTH¢2. (GALVANIZED) CONCRETE SPECIFICATION SECTION Z.6 -TOO 6-OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS(EMBEDMENT DEPTHS HEAVY HEX NUT -TOP 6-OF SOL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS(EMBEDMENT DEPTHS HEAVY HEX NUT _AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PUCE SHOWN AM FROM GRADE) SHOWN ARE FROM GRADE) (GALVANIZED) (GAL VANI2ED) -I'MIN.LOADS DE COVER.ONA REINFORCEMENT -3'CHIN.CONCRETE COVER FOR REINFORCEMENT CONCRETE SPECIFICATION SECTIONS 2.6-A 8 2.13-A -DESIGN LOAD$OEf7rvE0 FROM NESE CODES AND FORGES �• -OESKTH LOADS DERIVED FROM NESE CODES AND FORCES }B• -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS AXIAL LOAD--IMO LBS AXIAL LOAD-- 1560 LBS c4LVArazm WASHERS CAST-IN-PUCE CONCRETE$PEOFlCATIONS SECTION 2.L3-A SHEAR FORCE--1300 LBS GALVANIZED WASHERS I SHEAR FORCE--2800 LBS DM. DIA. (SUPpLR'.D BY MFR.) 11 -FOUNDATION CONCRETE TO BE TESTED PER MCDDNALDS CAST-IN-PLACE DVERT11dNING uOMExT--_400 LB-FT' (SUPPt3D BY MFR) I OVERTURNING-&25 --15,800 LB-FT 10 HEAVY HEX LEVEUNG NUT J I 11• HEAVY HEX LEVELING NU 7 I I CONCRETE SPECIFICATIONS SECTION 3.14 (GALVA.QED) II (GALVANMCD) II -PROVIDE A MINIMUM 3'OF CONCRETE COVER OVER ALL EMBEDDED STEEL J AMAL LOAD--1320 LBS ' 1'DIA. I I -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS Q SHE M FORCE--130 LBS 3/4'O4, I I AXIAL LOAD--1560 LBS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 32&35. OVERTURNING MOMENT--9900 LB-FT _ GRADE 35 HOT DIPPED SHEAR.FORCE--2800 LBS GRADE M HOT OARED II m� �!I m� GALvanr_ED ANCHOR BOLT PERFORMED BY GENERAL CONTRACTOR. W Z SLOPE TOP 10 SHED WATER MAXIMUMS AT POLE BASE GALVANIZED ANCHOR BOLT ' OKRIDRNNG IT MIE BA 15.800 lB-R I - I $LOPE TOP ro sHm WATER- NAxluuus 4T POLE BASE - I I -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH RISC CEDE OF Q O II STANDARD PRACTICE II II -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER Z Z I d SLOPE TOP TO SHED WATER SLOPE OP TO SHED WA ER I I MCDONALDS CAST-IN-PUCE CONCRETE SPEC FICATION,SECTION 3.11-E. Q _ sLorrD HOLE r[z-,1/a•PLATE It it SLOTTED R HO LE RATE IT— -T1 t-. STEEL w FINISHED y1fIbI NTS T- � HIS LANDSCCD GRADE. i OQ -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE 8 0 LuR 7 — Z 4 11 11 \ (Fy=35ksl, d I I �+ -HSS ROUND SECTION: ASTM A500 GRADE 8(Fy=421Lsi) Z z G IL 111 �I Q II III II / NOTES: F OLIAR O ¢ -HSS SQUARE CTANGUUR SECTIONS:-ASTM A500 GRADE B y F- a TEF I�- �I -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE (y ) Q l j I 111° II I NOTES 11 O 11 CANNOT ROOSUINUTS.AND w45HER$SHALL BE SHIPPED A$ -CONNECTION BOLTS A325 Q d -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE d I I I 1 I I -STEEL ANGLES CHANNELS,STRUCTURAL SHAPES AND PLATES: Z SII I I AN ASSEMBLY FROM THE SICK/UCHTINC MANUFACTURER ASTM A36 n I 111 CANNOT ACCUMULATE. III d -00 NOT CUT ANCHOR BOLTS AFTER INSTNJ.ATCN OF POLE -ANCHOR RODS.NUTS,AND WASHERS SHALL BE SHIPPED AS Q III -REINFORCEMENT: GRADE 60-BY GENERAL CONTRACTOR III 3-NUN.COVER AN.ASSEMBLY FROM THE SICNNGHTNC MANUFACTURER I -NUTS: A563DH OR A194-2H 1, $ -DO NOT CVT ANCHOR BOLTS AFTER INSTALLATION OF POLE III 3•MIN.COVER III, — -WASHERS A36 a 'ITT III -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS III d TT — -ANCHOR RODS NUTS,AND WASHERS SHALL BE SHIPPED AS AN _J��_-° I III d°f ASSEMBLY FROM THE SIGN/UGHRNG MANUFACTURER I� _ __a _ `--_I_ -J -_- -NO FIELD HEAPING TO BEND STEEL SHALL BE ALLOWED WITHOUT -I-- ---I- ENGINEER'S APPROVAL. sEu: ° -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 5p.) -AFTER INSTALLATION,ALL EXPOSED STEEL SHALL BE PAINTED WITH AN hoSO WARE' d� (I2)+s VERTICALS w/f3 — — ENAMEL PAINT TO INHIBIT CORROSION, h P A yAS ° TIES o Ir O.C. w/(3) ELECTRIC carRDmrs FED ° Oz7 06 VERTICALS W/,F3 ELECTRICAL CONDUITS Fm -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND 6 I Q I THROUGH HOLE N BASE PLATE I Q I nes o l r D.C. w/(3) THROUGH HOLE IN BASE PLATE PERFORMED IN ACCORDANCE WITH AWS 01.1. o y3 TIES O TOP 3' n i tt3 TIES s TOP 5• : -REFER TO SGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FORADDInPo -CONTRACTOR OR(10RMAALLER)IS RESPONSIBLE FOR THE MEANS AND FSS/oN6A LN 7771.AE METHODS OF CONSTRUCTION IN REGARDS TO JOBSTE SAFETY. -FOUNDATIONS ARE DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS. 10/§�/2QV �L TOP TO SHED WATER. _ SLOPE IDP ro sxm WATER -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS ­E.HOLM z I - -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEERCIA. , DRAWN B! oa L HURTADO A GATEWAY 150 MPHC „n A ORDER HERE CANOPY 150 MPH C Nn APPROVED BY: R.JARV S V NTS DATE: -IT 777- NOVEMBER,2014 1 9 JOB N¢ 42 CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: 1578.0' DRAWWG FILE xP: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NO.114-1-1 IRON PIPE WITH WASHINGTON STATE PLANE COORDINATE 1579.01 C62 = AND PROTECTION OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL TACK IN LEAD IN MON.CASE AT INTERSECTIONDRAWNG Ne: R N; VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING OF E.3RD STREET AND ENNIS ST. SYSTEM NAD83/91 NORTH ZONE R9 THE UNDERGROUND LOCATE LINE AT(800)424-5555 A MINIMUM OF ELEVATION=180.87 C6.2 g.. 48 HOURS PRIOR TO ANY EXCAVATION. DATUM-NAVD88 SHEET- 13 a Ap . IN,•eAtwGRBaT FUTF wASIENmLRuanFaE wMsacTIRFAI i_ I'a'--' Y .B.nLLoe°oi"ar'.'.°E "'uNF°'Gwa<"`wGeLMA LFABFaFMSERATE _.. 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Yan Try-. } uA�lmatt• NLNronanw sraL suue[AS,Lrrs50wn[m wwLEDar c[xuw.c0urww,Bx /\ S LGaxIP._ .MNSNMDxExFAWND,AG�.a�L+GMOFL«.H�TGWGN�NLrtDN«.s,NA,y . ._, � I NATEN,A,Lff�,M,aaL�AGEEw1�,GPG,�rµ�GPFxasTM.,N Z � 3 YAW ,�N�aR.O TO T,A N PULL FORWARD FOUNDATION DETAIL G1 LIGHT POLE FOUNDATION a n Q NOTE NOTES� o ¢ -DESIGN CODES -TOP OP PIERS SHALL SU BE SLOPED CH THAT MOISTURE PIED DEPTHS EOJ D APE NIMMUNS ALL HERS f0 EMND 10 FROST DEP.AS DE1EflMED BY nCC�WtaAP4R5 SnALL R SLOPED 9+a,.Ai MdSTXiE CANNOT X F H.ax Q IBC 2009 CANNOT ACCUMULATE. -TOP DT PIER`SHMt BE ASACH. ME OPUI AT MMSTCANNOT ACCUM LITE. - 05.NUTS.AND WAV WAs swu BE yr AS w ` N N ASCE 7-05 NOT DIPPED GALVANIZED BOLTS - MM.AUL.-LATEAAL-.—PAPS-1.rY/FT a'DEP.(ra) ABYYiv FRy THE 9aINGxIWc MAHVACNMR PPfD ACI 318-08 -67551 GRADE 36 ANCHOR BOLTS _A.,RENFORCWG$TML BY%KIIAL C. RNCTOR HE 3/4'IEX TOP NVT 2 d AISC 1 }TH EDITION -ANCHOR BOLTS 10 BE SET IN ACCORDANCE IMIH NSC (GuvArN39).a PL5 AWS DI,I CODE OF STANDARD PRACTICE •.a•n/.'PLATES ) V5 a WIND SPEED--150 MPH.3 5EC GUST -ANCHOR RODS.NUTS,AND WASHERS SHALL BE SHIPPED AS (�AIYA-) -EXPOSURE C AN ASSEMBLY FROM THE SIGN/UG HHG MANUFACTURER ,^ Z -DO NOT CUT ANCHOR BOLTS AFTER WSTALLATIDN OF POLE • Mx LEWLNG i v, O -U5E 3000 PS CONCRETE COMPRESSIVE STRENGTH IT',) Mit(GALVAMEO) -PIER DEPTHS REWIRED ARE MINIMUMS ALL MRS TO EXTEND TO FROST DEPTH AS Q DETERMINED BY LOCAL.RMISIXCPON. p -TOP OF PIERS SHALL BE ROPED SUCH THAT MOISTURE CANNOT ACCUMULATE -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONWT AND ELECTRICAL I/2 HEIGHT LOCH NUT REQUIREMENTS (GALYANIZED) -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH w2. 1 -TEP 6'OF SOIL NEGLECTED IN EMSEDNEIIT DEPTH CALCUTADCNS(EMBEDMENT DEPTHSHEAW MEX NUT rrT�TT�,�IIn' SHORN ARE FROM GRADE) {GALVANIZED) 4 1/1 � I Nor aPPm CMVAN4D -3 MIN CONCRETE COVER FON PONFORCEMENf YtlE 1p 109N0 IOM 1 I -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES I wTalrn Pros A.AI LOAD--1000185 24 SHEAR FORCE--1000 LBS GALVANIZED WASHERS OKRTURNING MOMENT--MOD LB-TT DIA (SUPPLIED By MFR.) I I HEAVY HEX LEVELING NUT I I -- i (GALVANIZED) I I \�\\�.. C A \ l O AXIAL LOAD--1GOO LBS 3/4'CIA.-� (I �� SHE FORCE--1000 LBS \I I _____ _____ rtATE Z SHERTDFORC MOMENT--3BW IB-Ft GRADE 36 HOT DIPPED r�, SLOPE TOP TO SHED-TER MAXIMUMS AT POLE BASE m } )) IINDISTURRED c/) o GALVATAZED ANCHOR BOLT 5 II q Q � 1) < tEAttD wL SLOTTED HOw t— LE 2•.z•n/4'PLATE � Z SLOPE TOP TO SHED OUTER a u+ II �^ ANCHOR BOLT PATTERN I --1"I I� i FF —fl / 4 (6)3/*-DM ANCHORRODS B Nrs O O n FlNTSHED '�—I I iyi' LANDSCAPED /. e II Ilie II L) Q 0 a\X O ]•.1-.144- Z I I srm uTE -TDvaAP.Wns sxALL BE aaPED sutra.AT LIMSTMIE GAwNn z xTIL III �I -I �Miairyi R00S.NUTS.AIO gSkNS SHML 6E 9�D AS AN 0of I I TTr o I I t (3 }DES.l0 C/C A A Al D rs6a AF_i .1-1=17C,Rb1E u_ d (3 IN TOP 5 INCHES) d l {I a(I I NOTES: n QSUPPLIED IF, ONTRACTOR GENERAL -TOP ON PIERS SHALL BE ROPED SUCH THAT MOISTURE P III CANNOT ACCUMULATE. III 3�MIN.COYER -ANCHOR RODS.TAJTS.AND WASHERS SHALL BE SHIPPED AS T1•-Ox Aa Q T 7 AN ASSEMBLY FRCOT THE SIGH/LIQITING MANUFACTiNTER I-- d i I -DD NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE Z w < �F Q (4)10'-t0•/5 aIRS r cmcAt rs FED nRaX•A,n01[ r z d (EO SPACED)SO UVD SASE Iuh III d 8Y GENERAL CONTRACTOR 4 CONGRETE FOUNDATION 60 A. OSS DweAR`l E) TIE/6 V2.O.C.S W/T3 ■ Q I TIE 0 T2.O.C. W/(3) ELECTRICAL CONDUITS 1W I + 13 TIES O TOP 5' as THROUGH HOLE IN BASE PLAT l Ao. (/� xLEwilicANArz 4 T d G _ 3.00" DIA OWER 'I- \ Fy,AFBf BT EOE(F�r _ \�\ s/o LN � — g MENU BOARD \ NAL lo/30 2015 FOUNDATION W.HaM A L N' r ROPE TOP iD SHED WA7EP T DM N3 C CONNECTION DETAILS Nrs � L HURTADO A PRE-SELL 150 MPH �\ ARJARVIS N 5 NTS I L/ DAIS: 9 -..- -- �- NOVEMBER,2D14 ABw CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: 1579.01 DRT,wNc FIIE Na THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NO.114-1-1 IRON PIPE WITH WASHINGTON STATE PLANE COORDINATE 1579.01 C6.3 AND PROTECTION OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL TACK IN LEAD IN MON.CASE AT INTERSECTION SYSTEM NAD83/91 NORTH ZONE A TrN VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING OF E.3RD STREET AND ENNIS ST. Slc THE UNDERGROUND LOCATE LINE AT(800)424-5555 A MINIMUM OF ELEVATION=180.87 C6.3 .. 48 HOURS PRIOR TO ANY EXCAVATION. DATUM-NAVD88 91LET W 14 a 0 14'-2" 431.8 cm Illumination: Arch- 6 F-72 T12 CW/HO 4 F-36 T12 CW/HO Base-10 F-72 T 12 CW/H 0 2 F-24 T 12 CW/H 0 Electrical: Arch- 6.0 Amps 120V 60Hz 8'-10" Base- 8.0 Amps 120V 60Hz 269.2 cm Ballast: Arch- 2 Magnetek 256-648 Base- 2 Magnetek 256-672 Ship Weight: 2750 lbs. Other: Replacement faces and mouldings only Arches - 9.5' x 8.75' = 83.12'/side "McDonald's" copy - 1 .33' x 1 1 .17' = 14.85/side 53-2" TOTAL = 97.97'/side 157.5 cm . • � • 123-9" 388.6 cm Address: 1706 E Front Street PREPARED 5/13/16, 9:01:17 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: .JAMES LIERLY DATE 5/13/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1706 E FRONT ST SUBDIV: TENANT, NBR: ELI 253-691-0555 CONTRACTOR E M PRECISION LLC PHONE (253) 740-1122 OWNER MC DONALD'S CORP 60-46 PHONE PARCEL 06-30-00-1-0-1300-0000- APPL NUMBER: 14-00001429 COMM NEW CONST ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 3/09/16 AP March 7, 2016 9:45:29 AM jlierly. March 9, 2016 8:52:19 AM jlierly. BAIR 02 3/08/16 PB BLDG AIR SEAL 3/09/16 AP March 8, 2016 10:50:48 AM pbarthol. Bill 206-372-5547 March 9, 2016 8:39:16 AM pbarthol. BLI 03 3/09/16 JLL BLDG INSULATION 3/09/16 AP March 9, 2016 9:26:11 AM jlierly. Bill 206-372-5547 March 9, 2016 4:44:45 PM jlierly. BL3 03 3/14/16 PB BLDG FRAMING 3/15/16 AP March 14, 2016 12:13:03 PM pbarthol. toyland roof framing Bill 206-372-5547 BLSH O1 3/16/16 PB BLDG SHEATHING 3/16/16 AP March 16, 2016 10:50:01 AM pbarthol. BILL 206-372-5547 March 18, 2016 11:28:16 AM pbarthol. BAIR 03 3/23/16 JLL BLDG AIR SEAL 3/23/16 AP March 23, 2016 10:35:31 AM jlierly. March 23, 2016 3:43:28 PM jlierly. BL3 04 3/23/16 JLL BLDG FRAMING 3/23/16 AP March 23, 2016 10:35:20 AM jlierly. March 23, 2016 3:43:28 PM jlierly. BLI 04 3/25/16 JLL BLDG INSULATION 3/25/16 AP March 25, 2016 8:42:37 AM jlierly. Bill 206-372-5547 March 25, 2016 4:07:11 PM jlierly. BLCG O1 5/05/16 PB BLDG CEILING GRID 5/06/16 AP May 5, 2016 12:27:45 PM pbarthol. Bill 206-372-5547 May 6, 2016 12:48:13 PM pbarthol. BL99 01 5/13/16 L BLDG FINAL May 13, 2016 9:04:22 AM jlierly. Bill 206-372-5547 PERMIT_ ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME2 01 4/13/16 JLL MECHANICAL HOOD / DUCT 4/14/16 AP April 13, 2016 9:15:43 AM jlierly. Bill 206-372-5547 April 14, 2016 8:02:53 AM jlierly. ME5 01 4/14/16 JLL MECHANICAL DUCTS ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- Tacoa YES TESTING ENGINEERS, INC. 10029 S.TacomaWav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street; Port Angeles WA Issued on: 05/25/16 Client: McDonalds USA LLC Sample Set ID: 364330 Permit#(s): 14-00001429 Engineer.- Contractor: ngineer:Contractor: EM Precision Air Temperature: 58°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual J Mix Proportions: Max Temperature: NR Initial Cure Method: Outside Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 8.0 oz Weather: Clear Cement 885.0 lbs Product: Concrete Coarse Aggregate 3/4" 990.0 lbs Supplier: Miles Fine Aggregate 1,799.0 lbs NC 534 184.0 oz Batch Plant Location: 202 Water 274.0 lbs Ticket Number : 161355 MixDesign ID : 1500 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 77°F NR 4.7% 3000 psi @ 28 days Water/Cement Ratio: ISlump(ASTM C143) Sample(s) Rec'd: ' 0.310 3.5" 04/28/16 Placement Location and Notes: East Menu Board Base. Sampled at 3yds total at 14:15, batched at 13:48. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture. 04/27/16 0017 2777 05/04/16 07 4 x 8 52935 4.00 12.57 4210 T e t 04/27/16 0017 2778 11 F28 4 x 8 67040 3.99 12.50 5360 T e 3 04/27/16 00172779 [ 05/25/16 28 4 x 8 65610 3.99 12.50 5250 Type 2 04/27/16 0017 2780 05/25/16 28 4 x 8 67980 4.00 12.57 5410 [ T e 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma WaV w__r __... ...-. -.,. Suite E-2 �_ . Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 05/25/16 Client: McDonalds USA LLC Sample Set ID: 364330 Permit#(s): 14-00001429 Engineer.- Contractor: ngineer:Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4210 28 Days: 5340 56 Days: 90 Days: Remarks: Technician(s): Williams, J. Reviewed by: Tested by: Gordon, M. _/ Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 PROFESSIONALS IN AIR BALANCING HVAC SYSTEMS TEST AND BALANCE REPORT FOR JOB: McDONALD's RESTAURANT PORT ANGELES 1706 EAST FRONT STREET PORT ANGELES,WA 98362 ARCHITECT: CORE STATES GROUP 3401 CENTERLAKE DRIVE, SUITE 330 ONTARIO,CA 91761 PH. (909)467-8907 FAX (909)467-8917 PROJECT MANAGER: ADAM BRANDEMBURG I McDONALD's USA, LLC 12131 113TH AVENUE NE STE# 103 KIRKLAND, WA 98034 CONTRACTOR: EM PRECISION, LLC CERTIFICATION: Air distribution system has been completely balanced as per requirements of specifications and results herein listed. Certification Number: DCHTGCH959L8/CCB 166355 Date: May, 14th 2016 By: Cornell Dragut 7110 NE 157th AVENUE VANCOUVER,WA 98682-3853 Phone: (360)695-9757 Fax: (360) 944-0307 a HEA n",Pf AMg A®YJC! COP"LSd'il U U®bCIOGVG, fiklf - 7110 NE 157th Ave Vancouver WA 98682 AIR MOVING EQUIPMENT TEST SHEET Tel(360)695-9757 Fax(360)944-0307 PROJECT: McDONALD's PORT ANGELES,WA Date: 5-14-2016 Page: SYSTEM, RTU-1 EQUIPMENT LOCATION ROOF AREA SERVED KITCHEN AREA EQUIPMENT MANUFACTURER TRANE MODEL THD180G3RNAOSBX 04 SERIAL NUMBER Part# 160610755D FAN DATA SPECIFIED AS FOUND FINAL TEST TOTAL FAN CFM 5480 4980 5370 TOTAL OUTLET/INLET CFM R/A CFM 3880 3490 3775 O/A CFM 1600 1490 1595 STATIC PRESSURE Total External INLET STATIC PRESSURE DISCHARGE STATIC PRESSURE FAN RPM 3450 3448 SPECIFIED,ELECTRICAL DATA: MOTOR'HP VOLTAGE BHP. EQUIPMENT SUBMITTAL EQUIPMENT SUBMITTAL EQUIPMENT SUBMITTAL SCHEDULE . DATA SCHEDULE DATA." SCHEDULE DATA 208 MOTOR'NAME:PLATE DATA MOTOR MANUFACTURER MOTOR,HP MOTOR RPM MARATHON 5 3450 VOLTS .... PHASE AMPERES. SF FRAME; 208 3 11.4 1.15 0 OPERATING DATA TEST AS FOUND FINAL.TEST VOLTS 208 208 AMPERAGE 11.1 11.4 MOTOR RPM 3450 3448 OVERLOAD PROTECTION MOTOR SHEAVE %OPEN FAN SHEAVE BELTS SIZE BX-71 JCTRS. 1ADJ. NOTES: *Direct Drive * Denotes Direct Drive tUC NEA TWO ANO A§R0 CO�v'OWTgOM`OCA 0, 11/16C. 7110 NE 157th Ave Vancouver WA 98682 AIR MOVING EQUIPMENT TEST SHEET Tel(360)695-9757 Fax(360)944-0307 PROJECT: McDONALD's PORT ANGELES,WA Date: 5-14-2016 Page: SYSTEM; RTU-2 EQUIPMENT LOCATION ROOF AREA SERVED STOCK ROOM AREA EQUIPMENT MANUFACTURER TRANE MODEL THC047E3REAI GLJ OK SERIAL NUMBER Part# 160614786L FAN DATA SPECIFIED AS FOUND FINAL TEST TOTAL FAN CFM 1600 1385 1575 TOTAL OUTLETIINLET CFM R/A CFM 1200 980 1175 O/A CFM 400 405 400 STATIC PRESSURE Total External INLET STATIC PRESSURE DISCHARGE STATIC PRESSURE FAN RPM 1725 1725 ".. SPECIFIED ELECTRICAL DATA.. MOTOR:HP VOLTAGE BHP EQUIPMENT SUBMITTAL EQUIPMENT SUBMITTAL EQUIPMENT .,SUBMITTAL SCHEDULE DATA- SCHEDULE DATA SCHEDULE DATA 208 MOTOR NAMEPLATE DATA MOTOR MANUFACTURER MOTOR HP MOTOR RPM MARATHON 1 1725 VOLTS PHASE :, AMPERES SF FRAME' 208 3 8.4 0 OPERATING DATA TEST 'AS FOUND FINAL TEST VOLTS 208 208 AMPERAGE 7.5 7.5 MOTOR RPM 1725 1725 OVERLOAD PROTECTION MOTOR SHEAVE % OPEN FAN SHEAVE BELTS SIZE DD* JCTRS. ADJ. NOTES: *Direct Drive * Denotes Direct Drive OC bVEAF§X0 AMC AO9 fi®C9�ar�B®G�74Lti'It�9 IIbJGa 7110 NE 157th Ave Vancouver WA 98682 AIR MOVING EQUIPMENT TEST SHEET Te/(360)695-9757 Fax(360)944-0307 PROJECT: McDONALD's PORT ANGELES,WA Date: 5-14-2016 Page: SYSTEM RTU-3 EQUIPMENT LOCATION ROOF AREA SERVED DINING ROOM AREA EQUIPMENT MANUFACTURER TRANE MODEL THD150G3RPAIGLK 04 SERIAL NUMBER Part# 160610781 D FAN.DATA SPECIFIED JASFOUND FINAL TEST TOTAL FAN CFM 4800 4580 4725 TOTAL OUTLET/INLET CFM RIA CFM 3400 3105 3315 O/A CFM 1400 1475 1410 STATIC PRESSURE Total External INLET STATIC PRESSURE DISCHARGE STATIC PRESSURE FAN RPM 1725 1723 SPECIFIED,ELECTRICAL DATA MOTOR HP- BHPVOLTAGE EQUIPMENT SUBMITTAL EQUIPMENT SUBMITTAL EQUIPMENT SUBMITTAL SCHEDULE DATA SCHEDULE DATA SCHEDULE DATA 208 MOTOR NAME:PLATE.DATA, MOTOR MANUFACTURER MOTOR HP MOTOR RPM MARATHON 1 3 1725 VOLTS PHASE AMPERESSF- FRAME. 208 3 9.4 1.15 0 OPERATING DATA TEST AS FOUND FINAL TEST VOLTS 208 L 208 AMPERAGE 9.4 19.4 MOTOR RPM 1725 1723 OVERLOAD PROTECTION MOTOR SHEAVE 1%OPEN FAN SHEAVE BELTS SIZE BX-68 JCTRS. JADJ. NOTES: *Direct Drive * Denotes Direct Drive 7110 ME 157th Ave Vancouver WA 98682 AIR MOVING EQUIPMENT TEST SHEET Tel(360)695-9757 Fax(360)944-0307 PROJECT: McDONALD's PORT ANGELES,WA Date: 5-14-2016 Page: SYSTEM RTU-4 EQUIPMENT LOCATION ROOF AREA SERVED PLAYPLACE AREA EQUIPMENT MANUFACTURER TRANE MODEL THCO92F3RKA2FG6 OD SERIAL NUMBER Part# 160614301 L FAN'DATA SPECIFIED AS'FOUND' FINAL TEST TOTAL FAN CFM 3000 2655 2985 TOTAL OUTLET/INLET CFM R/A CFM 2450 2150 2415 O/A CFM 550 505 570 STATIC PRESSURE Total External INLET STATIC PRESSURE DISCHARGE STATIC PRESSURE FAN RPM 1725 1725 SPECIFIED ELECTRICAL.DATA •MOTOR:HP VOLTAGE -BHP- EQ I UIPMENT BHPEQUIPMENT SUBMITTAL EQUIPMENT SUBMITTAL EQUIPMENT -SUBMITTAL SCHEDULE DATA SCHEDULE DATA SCHEDULE DATA 208 MOTOR NAME PLATE DATA MOTOR MANUFACTURER MOTOR HP MOTOR RPM MARATHON 3 1725 VOLTS PHASE AMPERES SF FRAME 208 3 9.4 0 OPERATING_DATA TEST AS FOUND FINAL TEST VOLTS 208 208 AMPERAGE 9.4 9.4 MOTOR RPM 1725 1725 OVERLOAD PROTECTION MOTOR SHEAVE %OPEN FAN SHEAVE BELTS SIZE DD` JCTRS. JADJ. NOTES: 'Direct Drive Denotes Direct Drive SOMIN0, 11VC. 7110 NE 157th Ave Vancouver WA 98682 DIFFUSER AND GRILLE TEST SHEET Tel(360) 695-9757 FAX(360)944-0307 PROJECT McDONALD's RESTAURANT PORT ANGELES, WA Fan/System No. EF-1,EF-2, EF-3, EF-4,EF-5 DATE: 5/14/2016 IPAGE SUPPLY RETURN JEXHAUST OTHER: Outlet Outlet iRequirlSpecified Test 1 Test 2pknl Zone No. Size Type Factor FPM CFM FPM CFM FPM CFMCFM % EF-1 Kitchen Hood 1 lGreenheck model#CUE-162HP-VG7-MCD S#14476640 16B 3/4HP 208V 1PH 8.4AMP 1170RPM EF-1 Kitchen Fan Motor model#F224864176 Hood -1 _14751 1 12801 1 1480 EF-2 lKitchen Hood 2 Greenheck model#CUE-142HP-VG5-MCD S#14474875 16B 1/2HP 208V 1PH 6.2AMP 720RPM EF-2 Kitchen Fan Motor model#F2232134174 720 66_51 735 EF-3Kitchenn Hood 3 Greenheck model#CUE-142HP-VG5-MCD S#14474877 16B 1/2HP 208V 1PH 6.2AMP 720RPM EF-3 Kitchen Fan Motor model# F223284174 6001 1575 620 EF-4 Restrooms Greenheck model#G-099-V64X-QD S#14211022 1/2HP 115V 1PH 5.8AMP 1125RPM EF-4 4001 400 EF-5 Janitor's Closet Greenheck model#SP-A90 113HP 115V 1 PH 2.2AMP 970RPM EF-5 75 75 75 NOTES i i i I --- -- _ - 7(1 LI LTi I ' 2. �I fI - -- - --,- I ® i 1I i IIS W��ti�s a N ;cm `� Q — _ �r 70 1 r IIIDa � 03 DRAWING NOTES KEYED NOTES PIPE PORTAL SCHEDULE _ SEQUENCE OF OPERATION >> 1 _ — J co ... w -i CI YM 1 .Oz 311 IIIIIIIIIB711111IIIIIIIIPIIw --- 1111111 ---------- - —77I ., Lp��imnul u ! _ � '� gIIII�III iJ Ill..tj-_."Illllllllllillllll�1111111IIIIIIIIIIIIII� -� I� �, I -I f ��' ��i�IIIIIIIIP,. �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �O I t III' �1J71Uii I _ iffili o - r - _ IL-- p: •//Iflll]i6ii lI 1— - s IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllll:P\ ' l 's�ILTlllllllllllllllllllllllill�Illilllllllllllllllllllllllll i 5 u mu nuiu+�nn4_ IIIIIIII IIIIlIIf ' Illllllllrfi_ Uj( G \� II����II Illllllilllll Illlillllllll !IIIIIIIIIIII . _ °11'1'11°'°I°III°II°I°Ir' r1 � ��`J d GIIIIIIIII( IIIIIIIIIIIIIIIIiI!IIII illll 1 �UI[�III ��� � C IIIIIIIIfIIlllly f�9CL}S E C II r ► = � W( ILI LI ILILIIIIIIII , o CD DRAWING NOTES KEYED NOTES -- 2014'MCSECTION<0]J. EENTILATIONSCNFDULE —--- AIR BALANCESCMEDULE rMll,ELLDING r. _ — -- LL „r r su LI c...,rq:. v. .r FL_ •t1 �� ,AIR BALANCF.SCHEOU F PLA'YP AC i r _ ,..I w — HE LING SCHEDULE Y. cu Ul i M 1 2? U U) Jt �� _ ---,-ave �—'iSJ'=•—rtn--=_s._ _ :F . 1 � J P10 \ — - ti, I c PD n i c � DRAWING NOTES KEYED NOTES a lUl n o a LU ' U U M 1. .. 4Lown= OT .......... ....... . . .... UAW —17 A N S? Vint OR .......... —T A- c J--j- 'ILI DRAWING NOTES L'.. 11EU"11111. iP11 ? 6 q'uj 111o," X1-0 oil > -4 2 1 PAY was 3 L Man (� L.; �Irj I•I � S�IJ~�o 0'� �� Q 77, NITO �' I ��' tJ '_� _ f I ,�• I i 16___ I '4\ �44:. II i �I��I�.I�� N x�t � i Is. coca LL I SAT 1 L � II IIS it , ' " w _ r I.r - ------------ — - _ — CDJ o MECHANICAL NOTES SEISMIC DETAILS LEGEND ABBREVIATIONS cu U) 71 ILI E L. j La vi,—n. 10 ll.ill" I l _71 LAJ CJ oc C) "H 0: ....... W... 0) TRANSVERSE SINGLE ARM BRACE FOR DUCTWORK < rn C: X j tl W 2 —FTT COORDINATION SCHEDULE AIR DEVICE SCHEDULE AIR CURTAIN SCHEDULE F NA cu NSl AT�l NO C5 cl CO X7,--u7F RICTRCOORO11NPiION >IT;— iL -—P :T < KITCHEN HOOD SCHEDULE uvr ci "T,1—11 1—lill tl.� CONTROLS P 00 f Tl� LJJ FAN SCHEDULE �CJL Sr < 1, L IT 1,L tv, cn All hr LL C6 L1.1 ll.-L Y 1� ILL 'IT imp LIT IEE�LIR TV co 1,77, r. 5—i 111 12 1 M 4.1'n ............... IF t Seattle Office TESTING ENGINEERS, INC. 2022Su�e1110 VaeyRaad ��-_---- Lynrrvvaod,WA 98036 —:77 --- ph 425.7429360 fax 425.745.1737 Taccma Office May 11, 2016 10029 S.TamTo Way Suite E-2 Tamma,WA98499 ph 253.584.3720 City of Port Angeles ® fax253.584.3707 Building Department REVISED PortlandOltice 321 East 5th 7911 NE 33rdDme P.O. Box 1150 8:05 am, May 12, 2016 Suite 190 Pailaand,OR 97211 Port Angeles, WA 98362 ph503.281.7515 fax 503.281.7579 Re: McDonald's Port Angeles#46-0060 Final Letter 1706 East Front Street Permit#14-00001429 Port Angeles, WA Project No. T16021 To Whom It May Concern: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Reinforced Concrete • Lateral Load Resisting Framing • Proprietary Anchors 1. Expansion Anchors • Reinforced CMU Masonry • Structural Steel Erection 1. Bolting • Structural Steel Fabrication 1. Welding To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information, which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Vice President Seattle Office TESTING ENGINEERS, INC. 2022Su�e110 Valley Road Lynnmod,WA 98036 - - ph 425.742.9360 fax425.745.1737 Tacoma Office May 11, 2016 10029 S.Tacoma way Sine E-2 Tacoma,WA 98499 ph 253.584.3720 City of Port Angeles fax253.584.3707 Building Department Portland Office 321 East 5th 7911 NE 33rdDrme P.O. Box 1150 sure 190 Patland,OR 97211 Port Angeles, WA 98362 ph 503.281.7515 fax 503.281.7579 Re: McDonald's Port Angeles#46-0060 Final Letter 1706 East Front Street Permit#14-00001429 Port Angeles, WA Project No. T16021 To Whom It May Concern: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for-. • Lateral Load Resisting Framing • Proprietary Anchors 1. Expansion Anchors • Reinforced CMU Masonry • Structural Steel Erection 1. Bolting • Structural Steel Fabrication 1. Welding To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information, which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Vice President Seattle Office MAYES TESTING ENGINEERS, INC 2 a5 �arValey r __ Suite 110 Lynrmccd,WA 98036 ph 425.742.9360 Project No. T16021 fax 425.745.1737 Project McDonald's Port Angeles #46-0060 racanaOffice Address 1706 East Front Street Port Angeles, WA 10029 S.Tacoma Way Permit No. 14-00001429 SufeE-2 Bldg Dept. City of Port Angeles Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Client McDonalds USA LLC Contractor EM Precision 7"do�`� 7911 NE 33rd Dme Suite 190 Portland,OR 97211 ph 503.281.7515 Record No. 027 fax 503281.7579 Date 4-27-16 Weather Clear Inspection Reinforced Concrete Sample(s) (4) 4 x 8" Inspected reinforced concrete placed for east menu board base. Reinforcing inspected was not in compliance with approved base foundation Drawing Detail A on attached Page 14. Detail shows (6) 1/4" anchor rods and only four are in.place. Contractor has produced email from the sign company reflecting (4) anchor rods but not a part of the approved set on site. A total of (3) yards of 3 yards of ACP Concrete Mix#C-12041 placed for menu board base. Concrete was consolidated with mechanical vibrator. Field testing results of concrete are in compliance with project plans and specifications. Cast one set of(4) 4 x 8" cylinders for compressive strength testing. Batch Time Cast Time Slump Air Content Tem erature 2:15 p.m. 3 '/2" 4.7% 77° F Preliminary Inspection: We understand that the contractor will re-submit the revised anchor bolt detail stamped by the design engineer. Inspector: Jason Williams Reviewed By: Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 120 MPH — 100 PSF/FL SOIL CLASS 5 N0FEE GENERAL NOTES B -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY -TOR OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT LOCAL JJRISOICPON. ACCUMULATE. -TOPOf PIERS SHALL BE SLOPED 9JCN THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS,NUTS.MID WASHERS SHALL BE SHIPPED AS AN -MINIMUM ALLOWA8LE LATERAL SGL BEARING PRESSURE IDD PSF/FT°F DEPTH(x2) ASSEMBLY FROM THE SIGN/lIGNTING MANUFACTURER -THE FB LL04NC CODES WERE USED MI DESIGN: EAW 3/4"HE%TOP NUT -I C 3009 (GALVANIZED),2 P!5 -ASCE 7-05 2'+2'x1/4'PLATES -ACI]t8-O6 -ASL IJM EOTION (CALVANIZEO)Z Pts -AWS D1.1 HEAW NE%LEVELING -WND SPEED 120 MPH(MPH]-SEC GU51) NUT(GALVANIZED) _ URE C (GALVANIZED) -DESIGN L1OADSESC# FROM MESE CODES AND FORCES y, HEAR -2.3261 3 -MOMENT BEFORE LACING( i I MALL fOOTNC IXGVATIONS ARE TO BE CLEAR Of WATER/JRO FOREIGN ATTER BEFORE PLACING CONCRETE -MINIMUM ADOWABLE LATERAL SOL BEARING PRESSURE OF 100P5F/F7 3/A A ( TE SOL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER, 4-1/�• NOi DIPPED GALVANIZED IF ASSUMED SOIL CONOMONS ARE NOT PRESENT FOUNDATION SHALL BE / I III I I O AYCHOi ROpS DESIGNED II BY A UCENSEU STRUCTURAL ENGINEER TAKING INTO ACCOUNT II 40PE TOP i0 41ED-FRN SITE SGL CONDITIONS. a 4.00 _TOPA6.OF SOL NEGLECTED IN EMBEDMENT DEPTH CALCULAPONS 3.00' (EMBEDMENT DEP1H5 SHOWN ARE FROM GRADE) �rlmsn[o cRODE -ELECTRICAL CONTRACTOR TO PRONDE wFORu"TION ON CONDUIT AND L \ ELECTRICAL REQUIREMENTS SOIL pppppp��� 8� CONCRETE: -ALL FoENGN SHAD BEAR a FIRM ACTED TO RESIDUAL AND/DE ENGINEERED EARTH FILL 8-70(CTED LO 9011 OF ITS UNLESS M 2'.2'.1/4'PlA1E� DRY DENSITY AS PER ASTM 0 698-ZO(SLANOARD PROCTOR)UNLESS \\` MATED PIERS TO . UNDISTURBED -ALL PIERS i°IX1EN0 TO MOST DEPTH AS DETERMINED BY LOCAL SOIL JURISDICTION. -TOP OF PIERS SHALL BE MOPED SUCH THAT MOISTURE CANNOT NOL NF R00 CCUMULATE. _MINIMUM CONCRETE STRENGTH(Fc-3.000 H SHALL CONFORM 4M NMDS CAST-IN-PLACE CO CRETE O 111ONAL"SECTION 2.13-1 ANCHOR BOLT PATTERN C°s`ET"°MIXT RES SHALL`ON 2.6 '°"`°°""`°5`"5T-"-P`"" CONCRETE SPEGFICATON SECTOR 3.6 d 4 ]4 DN ANCHOR -AIR ENTRANMENT SHALL CONFORM 4TH MCDONALDS CAST-IN-PLACE 4 (005/ U Nis CONCRETE SPECIFICATION SECTIONS 2.6-A k 2.13-A -WATER CONTENT RATIO SHAH CONFORM TO MCUONALOS E CASL-IN-PUCE CONCRETE SPECIFICAFO SECTON 2.13-A B NOW S pAN N CONCRETE TO BE TESTED PER MCALDS CAST-W-PLACE Ii CONCRETE SPECIFICATIONS SECTION A - -PROMDE A MINIMUM 3'OF CONCRETE COVER OVER ALL EMBEDDED 2'n2'x1/4' S1EEL STEEL PLATE NOTES: -HENFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS -TOP OF PIERS SHALL RE SLOPED SUCH THAT MOISTURE CANNOT CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 h ULATE. -ANCHOR RODS TO BE SET IN ACCORDANCE 4TH AISC CODE GE _ANCHOR R005.NUTS.AND WASHERS SHAM BE SNIPPED AS AN STANDARD PPAGIBGE ND.3 TIES,1U-C/C ASSEMBLY MOM THE SON CITING uANEFACTURER -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER (3 IN TOP 5 INCHES) -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.SECTION 3.11-E GG !n I O STEEL STEEL PIPE SECTION:AST"A53 OR A252 TYPE E GRADE B(Fr D5 ) Z h C;,I RWz nnl._ :S X55 ND 00 SELTOu:ASTM A5GRADE B(Fr42 i) lJ O O M 9._0.. -HSS SDUARE/'ECTANGULAR SECTIONS:AST"A50O GRADE B(Fr46ksl) LU w -HEADED ANCHOR ROSS ASI"F1554 GR 55.AN ACCEPTABLE - ry ALTERNATIVE I5 ASTM F1554 GR 55.S1 41EN ME EMBEDDED END OF Z UO (4)/5 BARS THE R00 IS THREADED AND THE NUT TACK MELDED PRIOR TO O w ELECTRICAL CONDUITS FED THROUGH HOG£ G E ROD IS THREADED STM O N a (EQ.SPACED) IN BASE PLATE -STEEL ANGLES.CHANNELS,STRUCTURAL SHAPES AND PIT-A A. -RDNFORCEMENT: ASTM A515 GRADE 60 -NUTS: ASTM A563A,HEAW HEX CONCRETE FOUNDATION GG -WASHERS: ASTM F6+4 A]6 C'PLS) -FASTENERS USE ASTM A153 CLASS L MOT DIPPED GALVANIZED BOLTS AND d 4T --ANCHOR TCRSRODS,NUTS,AND WASHERS SHALL BE SHIPPED AS AN 1'. .t/a' ASSEMBLY FROM THE SIGNNGHTING MANUFACTURER d 2 { LAE -NO FIELD HEATING TO BEND STEEL SHAD BE A.LOKC 4TMOOT @ Y 6 ((�� ENGI_00NEER'S APPROVAL. ]/4 -- N OF 1OLI +i - -- -AFTER INsiALLAATO°vR AL0°E%POYO S AFTER ISIFTEL LSM OLL BE PANTED vtM AN 3 r2":I'+' ENAMEL PAN T TO INHIBIT CORROSON. LEVE!I.v,PLATE -ANY ESLD MEl➢ING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WTH AWS DIU. 3.00" COVER DIA -REFER TO SON MANUFACTURER DRAMINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION / - I CONTRACTOR(INSTALLER)15\ RBLE FOR THE MEANS AND METHREGARD ODS OF CONSTRUCRON IN REGARDS TO JOBSIif SIGNED w ANY MO AND TIONS RE T MEMBERS NOT SHOWN DESIGNED BY O1HER5 -ANT MODIFICATIONS ARE i0 BE VERIFIED BY AN ENGNEER nl zI a U THIS OUNOA To RE USED ONLY 4FL RIDA PRC5FOUNDYTION TO AL INC.SD 0O-1/M43 MENU BOARD d WI 4TH TOPPER e NS C CONNECTION DETAILS NS €oeo o MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 05/04/16 Client: McDonalds USA LLC Sample Set ID: 364330 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 58°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual _; Mix Proportions: Max Temperature: NR Initial Cure Method: Outside.Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 8.0 oz Weather: Clear Cement 885.0 lbs Product: Concrete Coarse Aggregate 3/4" 990.0 lbs Supplier: Miles Fine Aggregate 1,799.0 lbs NC 534 184.0 oz Batch Plant Location: 202 Water 274.0 lbs ° Ticket Number : 161355 MixDesign ID : 1500 Sample Temp. [Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 77°F NR 4.7% 3000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0.310 3.5" 04/28/16 Placement Location and Notes: East Menu Board Base. Sampled at 3yds total at 14:15, batched at 13:48. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231, C780,C109,C1019 orAASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 04/27/16 0017 2777 05/04/16 0 LTypqe2 04/27/16 0017 2778 05/25/16 28 4 x 8 0 0.00 1�Q 04/27/16 0017 2779 05/25/16 28 4 x 8 0.00 04/27/16 0017F 2780 05/25/16 28 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 MAYS TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 05/04/16 Client: McDonalds USA LLC Sample Set ID: 364330 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4210 28 Days: 0 56 Days: 90 Days: Remarks: Technician(s): Williams, J. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MITE 1050-1C,Rev 5,10/21/13 MAYES TESTING ENGINEERS; INC. Tacoma 10029 S.Tacoma Way --- Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 05/02/16 Client: McDonalds USA LLC Sample Set ID: 364184 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 58°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual_ Mix Proportions: Max Temperature: NR Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Partly Cloudy Cement 567.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,224.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 647.0 lbs Fine Aggregate 1,189.0 lbs Batch Plant Location: 1 Water 227.0 lbs Ticket Number : 44429 MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 63°F NR 4.3% 3000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0.400 4.5" 04/05/16 Placement Location and Notes: Northwest Approach &the Parking Lot Curb at the West side of lot. Sampled at 9yds total at 2:25pm, batched at 1:40pm. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 04/04/16 0016 2074 04/11/16 07 4 x 8 56925 4.00 12.57 4530 T e t 04/04/16 0016 2075 05/02/16 28 4 x 8 67180 3.99 12.50 5370 Type 3 04/04/16 0016 2076 05/02/16 28 4 x 8 64230 4.00 12.57 F 110 1Type 3 04/04/16 0016 2077 05/02/1628 4 x 8 65480 4.00 12.57 5210 T e 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 05/02/16 Client: McDonalds USA LLC Sample Set ID: 364184 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4530 28 Days: 5230 56 Days: 90 Days: Remarks: Technician(s): Tacker, C. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 Seattle once MAYES TESTING ENGINEERS, INC 20225CedarVdley ._. SJte 110 LynMAxd,WA 98036 ph 425.742.9360 Project No. T16021 fax 425.745.1737 Project McDonald's Port Angeles#46-0060 Address 1706 East Front Street, Port Angeles, WA r acorna once g 10029 S.Tacoma Way Permit No. 14-00001429 SLateE-2 Bldg Dept. City of Port Angeles Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Client McDonalds USA LLC PorContractor EM Precision dOffid 7911 NE 33rd Drive Site 190 Portland,OR 97211 Record No. 028 ph 503.281. 7515 fax 503.281.757.757 9 Date 4-28-16 Weather Overcast Inspection Sample Pickup Picked up one set of(4) 4 x 8' cylinders cast 4/27/2016. Transported samples to Mayes Testing Engineers Tacoma Lab for testing. Inspector: Tom Robinson Reviewed By: Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 Seame Office 11/ AYES TESTING ENGINEERS, INC 2225 Cedar Valley Road _ ---. Suite 110 Lrrmood,wA 98036 ph 425.742.9360 Project No. T16021 fax 425.745.1737 Project McDonald's Port Angeles #46-0060 Tacom Address 1706 East Front Street, Port Angeles, WA 10029 ss TacomaWay Permit No. 14-00001429 StiteE-2 Bldg Dept. City of Port Angeles Tacoma,wA%499 ph 253.584.3720 fax 253.584.3707 Client McDonalds USA LLC Contractor EM Precision 7rdOffi`e 7911 NE 33rd Drive Suite 190 Portland,OR 97211 Record No. 025 ph 503.281. 7515 fax 503.281.757.757 9 Date 3-28-16 Weather Sunny Inspection Sample Pick Up Mayes Testing Engineers inspector traveled to the job site to pick up one set of(4) 4 x 8" concrete cylinders and one set of(3) 8 x 8 x 16" CMU Prisms cast on 3-24-2016. These cylinders and prisms were then transported to the Mayes Testing Lab for curing. Inspector: Daniel Quehl Reviewed By: Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 Taco AYES TESTING ENGINEERS, INC. 10029 S. Way „—. —— — Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/21/16 Client: McDonalds USA LLC Sample Set ID: 364109 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 53°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Cure Box Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Cloudy Cement 568.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,222.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 658.0 lbs Fine Aggregate 1,192.0 lbs Batch Plant Location: 1 NCACCL 45.0 oz Ticket Number : 44313 Water 221.0 lbs MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (ft) 58°F NR 4.9% 4000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0.389 5.25" 03/25/16 Placement Location and Notes: Pavement of Handicapped Parking Stalls. Sampled at 9yds of 15yds at 10:15. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 03/24/16 0015 1748 03/31/16 0 4 x 8 49845 4.00 12.57 3970 Type 3 03/24/16 0015 1749 04/21/1628 ETypqe3 03/24/16 0015 1750 04/21/1628 IWK5 3.99 12.50 5010Ty =e3 03/24/16 0015 1751 Q4/21/16 28 4 x 8 60660 3.99 12.50 4850 Type 2 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way _. Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/21/16 Client: McDonalds USA LLC Sample Set ID: 364109 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 3970 28 Days: 4950 56 Days: 90 Days: Remarks: Technician(s): Allen, J. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Taco AYES TESTING ENGINEERS, / 10029�a INC. Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/20/16 Client: McDonalds USA LLC Sample Set ID: 364102 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 44°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual I Mix Proportions: Max Temperature: NR Initial Cure Method: Outside Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Overcast Cement 570.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,217.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 650.0 lbs Fine Aggregate 1,187.0 lbs Batch Plant Location: 1 Water 230.0 lbs Ticket Number : 44298 MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 66°F NR 5.6% 4000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Recd: 0.404 5" 03/24/16 Placement Location and Notes: Vault Access area Walls. Sampled at 6yds total at 10:10, batched at 9:41. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 0-3/23-/1677-0014 1720 03/30/16 4 x 8 39480 4.00 12.57 3140 Type 2 03/23/16 . 0014 1721 04/20/1628 4 x 8 57960 4.00 12.57 4610 T e 2 03/23/16 0014 1722 04/20/1628 4 x 8 62085 4.00 12.57 4940 T e t 03/23/16 0014 1723 04/20/1628 4 x 8 58265 3.99 12.50 4660 T_pe 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 AYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/20/16 Client: McDonalds USA LLC Sample Set ID: 364102 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 3140 28 Days: 4740 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. ---�� 1_ � �,✓/� Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Lynnwood Office TE STING_ENGINEERS.INC. 20225 Cedar Valley Road Suite 110 Lynnwood,WA 98036 ph 425.742.9360 MASONRY PRISM TEST REPORT fax 425.745.1737 Tacoma Office McDonald's Port Angeles#46-0060 T16021 Suite - Tacoma Way Project: 9 Project No.: suite E-2 acomaWA 9 Owner: McDonalds USA LLC Date Report Issued: ph 253 584 .372099 Engineer: Permit#(s): 14-00001429 fax 253.584.3707 Architect: Portland Office 7911 NE 33rd Drive Contractor: EM Precision Original: ❑ Revised: ❑ Suite 190 Portland,OR 97211 ph 503.281.7515 FIELD DATA(ASTM C 1314) Date Laid: 3/23/2016 Mortar Producer: Basalite Type of Unit: N Split Face Design f'c/28 days: 1800 psi ASTM/UBC Spec: Mix Proportions: Pre Mixed Bag Type "S" Size of Unit: 8x8x16 Cement: Unit PSI Req.: Lime: Sand: Design F'm: 1500 Water: Date Grouted: 3/24/2016 Mortar/Grout as spec: Yes ❑ No ❑ Grout Producer: Angeles Concrete Air Temp: 53° Design f'c/28 days: 2000 psi Mortar Temp: Mix Proportions: 1 yd Gravel: 800 Grout Temp: 53° Cement: 611 Water: 232 Sand: 1858 WRA: Remarks/Locations: Date Sample Received by Lab: 3/28/2016 Sample No.: 1 Compression Test Machine Information: Diameter of Spherical Seat: 7.00 Req. Upper Bearing Plate Thickness: 2.38 Provided Upper Bearing Plate Thickness: 3.97 Req. Lower Bearing Plate Thickness: 2.88 Provided Lower Bearing Plate Thickness: 8.37 COMPRESSION TEST RESULTS (ASTM C1314) Date Grouted Total Net Area PSI/With Type of Lab No. Tested Age Yes No H/T Factor Load lbs (sq. in. Strength H/T Fracture 110 4/21/2016 X 2.078 1.006 237040 68.28 3472 3490 CS 111 4/21/2016 - X 2.065 1.005 197160 68.43 2881 2900 CS 112 4/21/2016 1 X 2.072 1.006 217760 68.31 3188 3210 CSp Technician: J. Allen Tested by: M. Gordon Reviewed by: j.- — 1-2 rlsl_14� Notes: Sketches or photos of prism failure modes are maintained on file with report, and can be viewed on request. All testing performed in accordance with applicable ASTM's except C1314, 11.1.3 — "recording field temperature." Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Legend: CB: Conical Break, CSh: Cone & Shear,CSp:Cone&Split,TB:Tension Break,SCB:Semi-Conical Break, SB:Shear Break, FSS: Face Shell Separation MTE 1210-2C, Rev 6, 6/13/11 , ; ��s::� fi �. .. 4 '� r . i �t � s ;. °� y u4�.� �4 �. ��- ,�� �� ::_ � � �, �K� � .� -� �� Q � �� , �F PL � ..'z�d '` �4 � �..., a S ., � .. r .� � v ,. tf i r :_ C`-�. t - rT� �. F �� 1 �i, ��,� �x"t y 'JhWx! r 8 F F x ' J s a 4 r x F tr rc y Y .: '.• .. a 3 �6 Y, saAll d � x �x Yk t MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/19/16 Client: McDonalds USA LLC Sample Set ID: 364093 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 60°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Max Temperature: NR Actual I Mix Proportions: Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Overcast Cement 561.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,224.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 651.0 lbs Fine Aggregate 1,190.0 lbs Batch Plant Location: Port Angeles Water 208.0 lbs Ticket Number : 44287 MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (f'c) �v 59°F NR 5.1% 3000 psi @ 28 days Water/Cement Ratio: I Slump(ASTM C143) Sample(s) Rec'd: 0.371 L 4" 03/23/16 Placement Location and Notes: West Entry Sidewalk, Curb Approach. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231, C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 03/22/16 0013 1680 03/29/16 0 4 x 8 50015 3.99 12.50 4000 T_pe 3 03/22/16 0013 1681 04/19/16 28 4 x 8 F 12.575520 Type 3 03/22/16 0013 1682 04/19/16 28 4 x 8 67500 4.00 12.57 5370 Type 3 03/22/16 0013 1683 04/19/16 28 4 x 8 67155 4.00 12.57 5340 Type 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 AY TESTING ENGINEERS, INC.tl C. 1 029�aacoma Way Suite E-2 T Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/19/16 Client: McDonalds USA LLC Sample Set ID: 364093 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4000 28 Days: 5410 56 Days. 90 Days: Remarks: Technician(s): Robinson, T. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 Taco MAYES TESTING ENGINEERS, INC. 10029SaTacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/11/16 Client: McDonalds USA LLC Sample Set ID: 364184 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 58°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 • oz Weather: Partly Cloudy Cement 567.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,224.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 647.0 lbs Fine Aggregate 1,189.0 lbs Batch Plant Location: 1 Water 227.0 lbs Ticket Number : 44429 MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 63°F NR 4.3% 3000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0.400 4.5" 04/05/16 Placement Location and Notes: Northwest Approach &the Parking Lot Curb at the West side of lot. Sampled at 9yds total at 2:25pm, batched at 1:40pm. COMPRESSION TEST RESULTS (ASTM C31,C39, C617, 01231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 04/04/16 0016 2074 04/11/16 4 x 8 56925 4.00 12.57 4530 T pe 2 04/04/16 0016 2075 05/02/16 28 4 x 8 0 0.00 04/04/16 0016 2076 05/02/16 28 4 x 8 0 0.00 0 04/04/16 0016 2077 05/02/16 281 F_ 0 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 AYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/11/16 Client: McDonalds USA LLC Sample Set ID: 364184 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4530 28 Days: 0 56 Days: 90 Days: Remarks: Technician(s): Tacker, C. Reviewed by: Tested by: Daniel, A. 77­`�a Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way w w Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/06/16 Client: McDonalds USA LLC Sample Set ID: 364026 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 47°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Max Temperature: NR Actual Mix Proportions: Initial Cure Method: Outside Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Overcast Cement 568.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,216.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 647.0 lbs Fine Aggregate 1,186.0 lbs Batch Plant Location: 1 NCACCL 68.0 oz Ticket Number : 44183 Water 249.0 lbs MixDesign ID : C12041c Sample Temp. Initial Storage Temp: Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (f c) 70°F NR 4.9% 4000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0.438 5" 03/10/16 Placement Location and Notes: Outer Drive Thru Lane and Curbs. Sampled at 9yds of 24yds at 9:26, batched 8:57. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 03/09/16 0009 1407 03/16/16 F-7 ] 4 x 8F 50590 4.00 12.57 4030 Type 3 03/09/16 0009 1408 04/06/16 28 4 x 8 66665 4.01 12.63 5280— [7Type 1 03/09/16 0009 140904/06/16 28 4 x 8 66975 4.00 12.57 5330 T_ e 3 03/09/16 0009 1410 04/06/16 28 4 x-_8 _1 70505 3.99 12.50 5640 T_ e 1 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 AYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/06/16 Client: McDonalds USA LLC Sample Set ID: 364026 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4030 28 Days: 5420 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Janeczko, I. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 AYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way --- Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/07/16 Client: McDonalds USA LLC Sample Set ID: 364036 Permit#(s): 14-00001429 Engineer.- Contractor: ngineer:Contractor: EM Precision Air Temperature: 48°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Outside Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Overcast Cement 577.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,216.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 649.0 lbs Fine Aggregate 1,193.0 lbs Batch Plant Location: 1 NCACCL 68.0 oz Ticket Number : 44198 Water 230.0 lbs MixDesign ID : C-12041C Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (ft) 65°F NR 5.2% 4000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: I 0.399 5" 03/11/16 Placement Location and Notes: set 1: Sidewalk in the SW Corner of site, Trash Enclosure Slab and 1 Light Pole Base. Sampled at 18yds of 45yds at 9:56, batched at 9:24. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 03/10/16 0010 1446 03/17/16 4 x 8 45650 4.00 12.571 3630 1T e a 03/10/16 0010 1447 04/07/16 28 4 x 8 59260 3.99 12.50 4740 Type 2 03/10/16 1 EDONVI144811 1 28 114-x-8158275113.99 12.504660 Type 5 03/10/16 0010 1449 04/07/1628 4 x 8 59160 4.00 12.57F 4710 Type 2 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Taco AYES TESTING ENGINEERS, INC. 10029a, acomaWay Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/07/16 Client: McDonalds USA LLC Sample Set ID: 364036 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 3630 28 Days: 4700 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Janeczko, I. >' Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 Taca MAYES TESTING ENGINEERS, INC. 1 029S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/07/16 Client: McDonalds USA LLC Sample Set ID: 364037 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 50°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Max Temperature: NR Actual J Mix Proportions: Initial Cure Method: Outside Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room Cement 610.0 lbs Weather: Overcast Coarse Aggregate 3/8" 1,780.0 lbs Product: Concrete Fine Aggregate 1,506.0 lbs Supplier: Angeles Concrete Water 268.0 lbs WRA HR 25.0 oz Batch Plant Location' 1 Ticket Number : 44204 MixDesign ID : C-13990 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (ft) 63°F NR NR 5000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'cl: 0.439 6.5" 03/11/16 Placement Location and Notes: set 2: Vault Lid Access Panels and Lid to Wall Conncetions. Sampled at 9yds of 27yds at 13:30, batched at 13:04. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 03/10/16 0011 1450 03/17/16 4 x 8 54835 3.99 12.50 4390 T pe2 03/10/16 0011 1451 04/07/16 28 4 x 8 70010 3.99 12.50 5600 T_pe 5 03/10/16 0011 1452 04/07/16F281 LTjp:e75 03/10/16 0011 1453 04/07/16F281 ET y pe2 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/07/16 Client: McDonalds USA LLC Sample Set ID: 364037 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4390 28 Days: 5650 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Janeczko, I. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 aco AYES TESTING ENGINEERS, INC. r029maacomaWav _ Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/07/16 Client: McDonalds USA LLC Sample Set ID: 364038 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 50°F FIELD DATA ASTM C39 and C1107 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Outside Plastic Lids Ingredient Weight (per cu.yd) Final Cure Method: Moist Room Cement 856.0 lbs Weather: Overcast Delvo 25.0 oz. Product: Non Shrink grout Fine Aggregate 2,431.0 lbs Supplier: Angeles Concrete Water 417.0 lbs WRA MR 45.0 oz Batch Plant Location: 1 Ticket Number : 44208 MixDesign ID : C-6968 FSample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (f c) 60°F NR NR 5000 psi @ 28 days Water/Cement Ratio:,1 Slump(ASTM C143) Sample(s) Rec'd: ' 0.487 8" 03/11/16 Placement Location and Notes: set 3: Gaps between Vault Lid Panels. Sampled at 5yds total at 15:48, batched at 15:16. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 03/10/16 0012 1454 03/17/16 02 x 4 15415 1.99 3.11 4960 Type 3 03/10/16 0012 1455 04/07/16 282 x 4 20605 1.99 3.11 6620 Type 3 03/10/16 0012 1456 04/07/16 28 2 x 4 19960 1.99 3.11 6420 T e 3 03/10/16 0012 1457 04/07/16F 28 2 x 4 20545 1.99 3.11 6610 T e a Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Taco AYES TESTING ENGINEERS, INC. 1 029 s�acoma Way Suite E-2 - Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 04/07/16 Client: McDonalds USA LLC Sample Set ID: 364038 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days; 4960 28 Days: 6550 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Seattle Office MAYES TESTING ENGINEERS, INC 2t�5Cedar Valley Srate 110 Lynrmlood,WA 98036 ph 425.742.9360 Project No. T16021 fax 425.745.1737 Project McDonald's Port Angeles#46-0060 Address 1706 East Front Street, Port Angeles, WA 10029 S.Tac� g 10029 S.Tacoma Way Permit No. 14-00001429 SuteE-2 Bldg Dept. City of Port Angeles Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Client McDonalds USA LLC Contractor EM Precision �" idO�O� 7911 NE 33rd Drive SLde 190 Portland,OR 97211 Record No. 026 ph 5 fax 5003.281.3.281.515 7579 Date 4-4-16 Weather Overcast Inspection Reinforced Concrete Sample(s) (4) 4 x 8" Monitored placement of(8) cubic yards of Angeles Mix#C-12041 WSDOT CL3000 Concrete for the entryway at the northwest corner of the lot and the parking lot curb on the west side of the lot running parallel to North Penn Street. Concrete was placed by chute and hand consolidated. Cast one set of(4) 4 x 8" cylinders for compressive strength testing. Set Yardage Slump Entrained Concrete Air Batch Time Cast Time Air Temperature Temperature 1 9 of 9 4 '/2" 4.3% 63°F 58°F 1:40 p.m. 2:25 p.m. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Carl Tacker Reviewed By: Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 MY TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/31/16 Client: McDonalds USA LLC Sample Set ID: 364102 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision FIELD DATA Air Temperature: 44°F ASTM C31 and C172 Min Temperature: NR Max Temperature: NR _ Actual Mix Proportions: Initial Cure Method: Outside Plastic Lids Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Overcast Cement 570.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,217.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 650.0 lbs Fine Aggregate 1,187.0 lbs Batch Plant Location: 1 Water 230.0 lbs Ticket Number : 44298 MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 66°F NR 5.6% 4000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: ' 0.404 5" 03/24/16 Placement Location and Notes: Vault Access area Walls. Sampled at 6yds total at 10:10, batched at 9:41. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 03/23/16 0014 1720 03/30/160 4 x 8 .39480 4.00 12.571 3140Type 2 03/23/16 0014 1721 04/20/16 28 F_ 0 03/23/16 0014 1722 04/20/16F 28 4 x 8 F_ 0.00 0 0 0 03/23/16 0014 1723 04/20/16 28 4 x 8 0 0.00 X 0 0 0 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma WaV Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/31/16 Client: McDonalds USA LLC Sample Set ID: 364102 Permit# (s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 3140 28 Days: 0 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 co M YE TESTING ENGINEERS, INC. r 029�aacoma Way _ ..._, Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/31/16 Sample Set ID: 364109 Client: McDonalds USA LLC Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 53°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Max Temperature: NR Actual Mix Proportions: Initial Cure Method: Cure Box Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Cloudy Cement 568.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,222.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 658.0 lbs Fine Aggregate 1,192.0 lbs Batch Plant Location: 1 NCACCL 45.0 oz Ticket Number : 44313 Water 221.0 lbs MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 58°F NR 4,9% 4000 psi @ 28 days Water/Cement Ratio:' Slump(ASTM C143) Sample(s) Rec'd: 0.389 5.25" 03/25/16 Placement Location and Notes: Pavement of Handicapped Parking Stalls. Sampled at 9yds of 15yds at 10:15. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 03/24/16 0015 1748 03/31/16 �7 4 x 8 49845 4.00 12.57 3970 LTy-pe 3 71 03/24/16 0015 1749 04/21/16 28 03/24/16 0015 1750 04/21/16F_28- F-281 8 28 4 x 8 0 0.00 0 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, /NC. Tacoma 10029 S.Tacoma Way - Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/31/16 Client: McDonalds USA LLC Sample Set ID: 364109 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 3970 28 Days: 0 56 Days: 90 Days: Remarks: Technician(s): Allen, J. Reviewed by: s Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Taco AYES TESTING ENGINEERS, INC. 10029�aacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/29/16 Client: McDonalds USA LLC Sample Set ID: 364093 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 60°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 5.0 oz Weather: Overcast Cement 561.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,224.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 651.0 lbs Fine Aggregate 1,190.0 lbs Batch Plant Location: Port Angeles Water 208.0 lbs Ticket Number : 44287 MixDesign ID : C-12041 Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (f c) 59°F NR 5.1% 3000 psi @ 28 days Water/Cement Ratio: Slump (ASTM C143) Sample(s) Rec'd: I 0.371 4" 03/23/16 Placement Location and Notes: West Entry Sidewalk, Curb Approach. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231, C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 03/22/16 0013 1680 03/29/16 0 . 4 x 8 50015 3.99 12.50 4000 T e a 03/22/16 0013 1681 04/19/16 JF28 03/22/16 0013 1682 04/19/16 28 03/22/16 0013 1683 04/19/16 28 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10121113 Tacoa AYES TESTING ENGINEERS, INC. 10029 9 Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/29/16 Client: McDonalds USA LLC Sample Set ID: 364093 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4000 28 Days: 0 56 Days: 90 Days: Remarks: Technician(s): Robinson, T. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 AYES TESTING ENGINEERS, INC. Tacoma 10029 S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/28/16 Client: McDonalds USA LLC Sample Set ID: 363967 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 49°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room Cement 473.0 Ibs Weather: Clear Coarse Aggregate 3/4" 1,451.0 lbs Product: Concrete Coarse Aggregate 3/8" 456.0 lbs Supplier: Angeles Concrete Fine Aggregate 1,502.0 lbs Water 239.0 lbs Batch Plant Location: 1 Ticket Number : 44115 MixDesign ID : c-14137a r� Sample Temp. Initial Storage Temp. Air Content 1 (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 68°F NR NR 3000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0 0.505 5" 03/01/16 Placement Location and Notes: North Vault Wall. Sampled at 36yds of 81 yds at 11:02, batched at 10:38. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231, C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 02/29/16 0008 1161 03/07/16 07 4 x 8 33815 3.99 12.502700 T_pe 2 02/29/16 0008 1162 03/28/1628 4 x 8 46615 3.99 12.50 3730 Type 3 02/29/16 0008 1163 03/28/16 28 4 x 8 47210 3.99 12.50 3780 Type 3 02/29/16 0008 1164 03/28/16 1 28 14 x 8 48675 3.99 12.50 3890 T e 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Taco MAYES TESTING ENGINEERS,S, INC. 1029maacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/28/16 Client: McDonalds USA LLC Sample Set ID: 363967 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 2700 28 Days: 3800 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. 77- , Timothy G. Beckerle, P.E. Vice President I Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Searide Office MAYES TESTING ENGINEERS, INCRoad °. stite110 L"mcod,WA98036 ph 425.7429360 Project No. T16021 fbDr425.745.1737 Project McDonald's Port Angeles#46-0060 Tacoma Office Address 1706 East Front Street, Port Angeles, WA 1OMS.-FaconiaWay Permit No. 14-00001429 WleE-2 Bldg Dept. City of Port Angeles Taaxna,WA98499 ph 253.584.3720 fax 253.584.3707 Client McDonalds USA LLC ffice Contractor EM Precision 7 o 7991111 NE 33rd Drive Srite 190 Portland,OR 97211 Record No. 023 fa 503281. fax 503281.757.757 9 Date 3-23-16 Weather Clear Inspection Reinforced Concrete Sample(s) (4) 4 x 8" Inspected the reinforcement for the vault access area walls. Reinforcement was inspected for size, grade, lap and spacing and is per plan. Monitored the placement of(6) cubic yards of Angeles Concrete Products Mix#C-12041 for the vault access area walls. Concrete was placed by truck chute and was consolidated through vibration. Cast one set of(4) 4 x 8" cylinders for compressive strength testing. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Ian Janeczko Reviewed By: Tw � 1-� Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 Ofte MAYES TESTING ENGINEERS, INC. o We 110 Lytvrvvood,WA98036 ph 425.742.9360 Project No. T16021 fax 425.745.1737 Project McDonald's Port Angeles#46-0060 Address 1706 East Front Street, Port Angeles, WA ar ss T�,aWay Permit No. 14-00001429 suaeE-2 Bldg Dept. City of Port Angeles Tacana,WA98499 ph 253.584.3720 fc 253.584.3707 Client McDonalds USA LLC ffice Contractor EM Precision �►do 7911 NE 33rd Drive Sute 190 Portland,OR 97211 ph 503281.7515 Record No. 024 fax 503281.7579 Date 3-24-16 Weather Overcast Inspection Structural Masonry, Reinforced Concrete Sample(s) (3) 8 x 8 x 16", (4) 4 x 8" Contractor placed (14) cubic yards of Angeles Mix#C12041 from the truck chute and hand vibrated for the 5" concrete placement handicapped parking stalls. The concrete pavement is non- reinforced and the stalls' subgrade surface and concrete strength to the civil drawings 5" concrete pavement detail on Page C4.1. Cast one set of(4) 4 x 8" cylinders for compressive strength testing. Slump Air Content Temperature 51/4" 4.9% 58° F Contractor placed (4.5) cubic yards of Angeles Mix#70-30PEA 6 '/2 SK Grout solidly by bucket and mechanically vibrated. The grout placed in the trash bin enclosures side walls from 5'-4" to 10'-8" and the back wall from 5'-4"to 8'-0"The 8" CMU wall reinforcing steel, corner bars, end bars and top of wall J-hooks (for the side walls) to core states group plan/notes on Page SV3.1 and to Details 1 to 5 on Page SV3.2 of drawings. Cast one set of(3) 8 x 8 x 16" prisms for compressive strength testing. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Joe Allen Reviewed By: Twri ,� vsl� Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 Taco AYES TESTING ENGINEERS, INC. 10029�aacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/25/16 Client: McDonalds USA LLC Sample Set ID: 363966 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 47°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 3.0 oz Weather: Clear Cement 468.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,396.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 396.0 lbs Fine Aggregate 1,434.0 lbs Batch Plant Location: 1 NCACCL 56.0 oz Ticket Number: 44104 Water 224.0 lbs MixDesign ID : c-14137a Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 66°F NR 4.9% 3000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) I Sample(s) Rec'd: 0.479 5" 02/27/16 Placement Location and Notes: Vault Footing, Drive Thru Piers, Interior Footings grids A/1, C/1, E/1 and the Curb at the South End of the site. Sampled at 9yds of 15yds at 12:18, batched at 11:37,. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 02/26/16 0007 1157 03/04/16 0 4 x 8 32080 3.99 12.50 2570 Type 3 02/26/16 0007 1158 03/25/16 28 4 x 8 45695 3.99 12.50 3650 Type 3 02/26/16 0007 1 1159 1 03/25/16 1 28 1 4 x 8 43840 113.99 12.50 3510 Type 3 02/26/16 0007 1160 03/25/16 28 4 x 8 46360 3.99 12.50 3710T pe 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21113 Taco AYES TESTING ENGINEERS, INC. 1 029 s aacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/25/16 Client: McDonalds USA LLC Sample Set ID: 363966 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 2570 28 Days: 3620 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 YES TESTING E_ NGINEERS, INC. Tacoma 10029 S.Tacoma Wav Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/24/16 Client: McDonalds USA LLC Sample Set ID: 363957 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 46°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Max Temperature: NR Actual__ Mix Proportions: Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 4.0 oz Weather: Clear Cement 570.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,223.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 652.0 lbs Fine Aggregate 1,199.0 lbs Batch Plant Location: 2 Water 235.0 lbs Ticket Number : 4173 MixDesign ID : C-12041C Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (fc) 65°F NR 5.1% 4000 psi @ 28 days Water/Cement Ratio: Slump(ASTM C143) Sample(s) Rec'd: 0.412 6" 02/26/16 Placement Location and Notes: Storm Water Vault Sump Walls and Luminaire Piers. Sampled at 9yds of 27yds at 12:26, batched at 11:45. COMPRESSION TEST RESULTS (ASTM C31,C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture 02/25/16 0006 1121 03/03/16 04 x 8 59785 3.99 12.50 4780 T-pe 2 02/25/160006 1122 03/24/16 28 4 x 8 80315 3.99 12.50 6420 Type 2 02/25/16 0006 1123 03/24/16 28 4 x 8 79670 3.99 12.50 6370 T e 2 02/25/16 0006 1124 03/24/1628 4 x 8 79735 3.99 12.50 6380 T e 3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 MAYES TESTING ENGINEERS, C. Tacoma tl Y 10029 S.Tacoma Wav Suite E-2 — Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/24/16 Client: McDonalds USA LLC Sample Set ID: 363957 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi): 7 Days : 4780 28 Days: 6390 56 Days:. 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. j -2 �G�/� Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1C,Rev 5,10/21/13 Seattle Office MAYES TESTING ENGINEERS, INC. 20225 Cedar Valley Sute 110 Lynm oW,WA 98036 ph 425.742.9360 Project No. T16021 fax 425.745.1737 Project McDonald's Port Angeles #46-0060 Address 1706 East Front Street, Port Angeles, WA racy S.TacoOffic10029 S.Tacoma Way Permit No. 14-00001429 SuteE-2 Bldg Dept. City of Port Angeles Tacoma,WA%499 ph 253.584.3720 fax 253.584.3707 Client McDonalds USA LLC Office Contractor EM Precision 7911 NE d 33r3rd dD 7911 NDrive Sate 190 Portland,OR 97211 ph 503.281.7515 Record No. 022 fax 503.281.7579 Date 3722-16 Weather Overcast Inspection Structural Masonry, Lateral Framing, Reinforced Concrete Sample(s) (4) 4 x 8" Performed final inspection of reinforcing steel. Monitored placement of(3) cubic yards of Angeles Concrete Products Mix 70-30 Pea+ (6 '/2 sack mix) for the first lift of concrete masonry unit (CMU) walls for the trash enclosure. Reinforcing steel was found to be per the plans and details. Grout was placed by bucket and properly consolidated. Spoke with Masonry Associates foreman about (3) half-block prisms to be grouted with the next placement. Performed wall framing inspection at building lines A-F/1-6. Verified all '/z" Titan HD Anchors have been installed and tightened. Verified unistrut installation per Detail 5a on S2.1. Framing properly attached to the steel framing in the play room, Wall framing appears to be acceptable per the plans, details and engineer's direction. Observed placement of(9) cubic yards of Angeles Concrete Products Mix# C-12041 for the west entry sidewalk/curb/approach. Cast one set of(4) 4 x 8" cylinders for compressive strength testing,- required strength is 3,000 psi at 28 days. Slump Air Entrainment Ambient Temperature Concrete Temperature 4" 5.1% 60° F 59° F To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Tom Robinson Reviewed By: Timothy G. Beckerle, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. Page 1 of 1 aco YES TESTING L NGINd_ERS, INC. T 029maacoma Way �s� -- -- SuiteE-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/23/16 Client: McDonalds USA LLC Sample Set ID: 363954 Permit#(s): 14-00001429 Engineer: Contractor: EM Precision Air Temperature: 55°F FIELD DATA ASTM C31 and C172 Min Temperature: NR Actual Mix Proportions: Max Temperature: NR Initial Cure Method: Inside Ingredient Weight(per cu.yd) Final Cure Method: Moist Room A/E Admix 4.0 oz Weather: Clear Cement 514.0 lbs Product: Concrete Coarse Aggregate 3/4" 1,413.0 lbs Supplier: Angeles Concrete Coarse Aggregate 3/8" 396.0 lbs Fine Aggregate 1,391.0 lbs Batch Plant Location: 1 Water 221.0 lbs Ticket Number : 44080 MixDesign ID : C-1 4139A Sample Temp. Initial Storage Temp. Air Content (ASTM C1064) (ASTM C31) (ASTM C231) Required Strength: (f c) 66°F NR 4.6% 4000 psi @ 28 days Water/Cement Ratio: Slump (ASTM C143) Sample(s) Rec'd: I 0.430 5" 02/25/16 Placement Location and Notes: Storm Water Vault Sump and Drive-Thru Sign Piers. Sampled at 9yds total at 14:03, batched at 13:36. COMPRESSION TEST RESULTS (ASTM C31,C39,C617, C1231,C780,C109,C1019 or AASHTO T22 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(lbs) Dia(in) Area Strength(psi) Type of Fracture 02/24/16 0005 1109 03/02/16 07 4 x 8 401451 LTTpe 3 02/24/16 0005 1110 03/23/16 28 4 x 8 55515 3.99 12.50 4440 T_pe 3 02/24/16 0005 1111 03/23/16 28 4 x 8 54015 3.99 12.50 4320 T pe 2 02/24/16 0005 1112 03/23/16 28 I Efy qe3 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Taco M Y TESTING ENGINEERS, INC. 10029�aacomaWay --- — - -— Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: McDonald's Port Angeles#46-0060 Project No: T16021 1706 East Front Street, Port Angeles WA Issued on: 03/23/16 Client: McDonalds USA LLC Sample Set ID: 363954 Permit# (s): 14-00001429 Engineer: Contractor: EM Precision Average Compressive Strength (psi). 7 Days : 3190 28 Days: 4460 56 Days: 90 Days: Remarks: Technician(s): Janeczko, I. Reviewed by: Tested by: Gordon, M. Timothy G. Beckerle, P.E. Vice President Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. See ASTM C39, for full description of the Type of Fracture. MTE 1050-1 C,Rev 5,10/21/13 Address: 1706 E Front Street PREPARED 5/13/16, 9:01:17 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/13/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1706 E FRONT ST SUBDIV: TENANT, N3R: ELI 253-691-0555 CONTRACTOR E M PRECISION LLC PHONE (253) 740-1122 OWNER MC DONALD'S CORP 60-46 PHONE PARCEL 06-30-00-1-0-1300-0000- APPL NUMBER: 14-00001429 COMM NEW CONST -------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 4/14/16 AP April 14, 2016 9:56:31 AM jlierly. bill 206-372-5547 April 14, 2016 4:13:57 PM jlierly. ME2 02 4/15/16 JLL MECHANICAL HOOD / DUCT 4/18/16 AP April 15, 2016 10:00:28 AM jlierly. This insopection is for the rated wrap that covers the grease duct in the kitchen. Two layers of 1 hr wrap are specified on the drawings/jll April 18, 2016 4:20:24 PM jlierly. ME99 01 5/13/16 MECHANICAL FINAL May 13, 2016 9:05:07 AM jlierly. PERMIT: PL 00 PLUMBING PEkMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 02 2/02/16 JLL PLUMBING UNDER SLAB 2/02/16 CA February 2, 2016 10:17:05 AM jlierly. bill 206-322-5547 February 2, 2016 4:09:30 PM jlierly. PL1 03 2/03/16 JLL PLUMBING UNDER SLAB 2/03/16 AP February 3, 2016 9:47:29 AM jlierly. Bill 206-372-5547 February 3, 2016 4:27:56 PM jlierly. PL2 01 2/23/16 PB PLUMBING ROUGH-IN 2/24/16 AP February 23, 2016 9:12:45 AM jlierly. Contarctor requested VTR piping through roof system/jll February 24, 2016 9:13:07 AM pbarthol. roof drains only. ok pb PL2 02 3/04/16 JLL PLUMBING ROUGH-IN 3/04/16 AP Bill 206-372-5547 March 4, 2016 4:29:45 PM jlierly. PL99 01 5/13/16 J L PLUMBING FINAL May 13, 2016 9:04:50 AM jlierly. -------------------------—- --------- COMMENTS AND NOTES -------------------------------------- % CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION "� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 1� Application Number . . . . . 14-00001429 Date 12/21/15 Application pin number . . . 412505 q Property T ST ASSESSOR PARCEL SNUMBER: 06o30E00RON0-1300-0000- REPORT SALES TAX Tenant nbr, name . . . . . . ELI 253-691-0555 On your state excise tax form Application type description COMM NEW CONST Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . (Location Code 0502) Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 1250000 ---------------------------------------------------------------------------- Application desc Demo building/parking lot&rebuild same ne ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------ ----------- MC DONALD'S CORP 60-46 E M PRECISION LLC PO BOX 66207 PO BOX 2266 CHICAGO IL 00005 SUMNER WA 98390 (253) 740-1122 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc NEW RESTAURNT/PARKING LOT (DEM Permit Fee . . . . 6547.75 Plan Check Fee 4256.04 Issue Date . . . . 12/21/15 Valuation . . . . 1250000 Expiration Date 6/18/16 Qty Unit Charge Per Extension BASE FEE 5635.25 250.00 3.6500 THOU BL-1M + (3.65 PER K) 912.50 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc CNEW MECHANICAL PERMIT Permit Fee . . . . 183.75 Plan Check Fee .00 Issue Date . . . . 12/21/15 Valuation 0 Expiration Date 6/18/16 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 2.00 10.6500 EA ME-VENT SYSTEM 21.30 3.00 18.2000 EA ME-FURN/HP/FAU > 5 TON 54.60 2.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 21.30 ------------------------------------------------- -------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . CNEW PLUMBING PERMIT Permit Fee . . . . 527.00 Plan Check Fee .00 Issue Date . . . . 12/21/15 Valuation . . . . 0 Expiration Date 6/18/16 Qty Unit Charge Per Extension BASE FEE50.00 31.00 7.0000 EA PL-PLUMBING TRAP 217.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within.180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permit f.. BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back'Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION:---_ _.. Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum' /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting 1 PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 -Fire 417-4653 —Planning 417-4750 Building 417-4815 -' � CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION �— 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00001429 Date 12/21/15 Application pin number . . . 412505 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 2.00 7.0000 EA PL-WATER LINE 14.00 31.00 7.0000 EA PL-DRAIN VENT PIPING 217.00 to the City of Port Angeles 1.00 15.0000 EA PL-SEWER LINE 15.00 (Location Code 0502) 1.00 7.0000 EA PL-WATER HEATER 7.00 1.00 7.0000 EA PL-IND WASTE PRETREAT INTRCPTR 7.00 ---------------------------------------------------------------------------- Special Notes and Comments November 24, 2014 8:27:29 AM tamiot. SEE CITY OF PORT ANGELES ELECTRICAL SERVICE GUIDELINES. 1. ELECTRICAL SERVICES OVER 800AMPS REQUIRE A SWITCHGEAR CT SECTION November 24, 2014 8:53:06 AM tamiot. BASED OFF PROVIDE LOAD CALCULATIONS THE CITY WILL BE STAYING WITH THE EXISTING 150KW TRANSFORMER. November 24, 2014 1:20:17 'PM tamiot. THERE SHALL BE NO LANDSCAPING WITH IN 3FT OF EACH SIDE AND LOFT IN FRONT OF THE TRANSFORMER LOCATED ADJACENT TO THE BUILDING. November 25, 2014 9:25:56 AM tamiot. ELECTRICAL PERMIT WILL BE REQUIRED. COORDINATE ALL ELECTRICAL UTILITY WORK WITH TIM AMIOT @ 417-4706 November 24, 2014 7:53:13 AM rbecker. If the fire sprinkler system is a closed system, you will need to install a double check valve assembly. If it is an open system, you do not need a backflow assembly. You have a reduced pressure backflow assembly on the existing soda dispenser, that you can take off and use on the new soda dispenser. You also have a double check valve assembly on the existing lawn sprinkler system, that you can hook up to the new lawn sprinkler system. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background: This project will require a seperate permit and fire alarm plans for review. A full acceptance test will be required for the fire alarm system. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the.top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. A "K" CLASS FIRE EXTINGUISHER MUST BE PROVIDED AND MOUNTED WITHIN 20' OF THE COOKING AREA. A FULL ACCEPTANCE TEST WILL BE REQUIRED FOR THIS HOOD AND DUCT FIRE SUPPRESSION SYSTEM. THE TEST WILL INCLUDE A BALLOON TEST, AS WELL AS A TEST OF THE FUSIBLE LINK, MANUAL Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall . Foundation Drainage!Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders%Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: -..._: --•_'. Slab Wall,/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU 1 Ducts Rough-in Gas Line Wood Stove!Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: - Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 -Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00001429 Date 12/21/15 -Application pin number 412505 ---------------------------------- ---------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form PULL STATION AND UTILITIES SHUT-OFF. to the City Of Port Angeles A KNOX locking keybox will be required. Contact the Fire Department at 360-417-4653 for KNOX keybox ordering (Location Code 0502) information and mounting location. Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers. Call for cover inspection for all sprinkler installations. This project will require seperate permit and fire sprinkler plans for review. This project will require a seperate permit and hood and duct suppression system plans for review. A full suppression system test will be required. December 18, 2015 4:43:03 PM pbarthol. A Zoning Lot Covenant joining the three lots into one will be completed and filed with the Clallam County Auditors office before a final inspection will be done. Please Provide the City of Port Angeles with a copy of the Zoning Lot Covenant with the Auditors file number stamped on it. 1) Standard Stormwater Comments for temporary erosion control. This is part of a larger plan of development, greater than 1 acre. This includes 1. Mark Clearing Limits 2. Establishing Construction Access 3. Control Flow Rates 4. Install sediment controls BMPs. 5. Stabilize exposed soils 6. Protect slopes from erosion 7. Protect drain inlets 8. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. A marked contained concrete washout area is required may not discharge truck wash water to sewer, ditches or ground. 9. Maintain temporary and permanent erosion control BMPS during project 10. Update TESL plans as changes take place ' No downspouts shall be connected to sanitary sewer. All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted-for approval with the application as necessary. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from'the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD ` PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor _ Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar . INSULATION:-- - Slab NSULATION:---- Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footin /Slab Blocking&Hold Downs Skirting i PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping ]SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW / Engineering 417-4831 -Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES 1� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 4 Application Number . . . . . 14-00001429 Date 12/21/15 Application pin number _ . . 412505 _-_ _ _ - --------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, to the City of Port Angeles foundation drains, yard drains, or any other CSO (Location Code 0502) contribution is allowed. All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover. Contact inspection hot line 48 hours in advance of commencing work @ 360 417-4831 The contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the bottom of the meter box lid and the top of the meter at finish grade. ---------------------------------------------------------------------------- Other Fees . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 7258.50 7258.50 .00 .00 Plan Check Total 4256.04 4256.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 11519.04 11519.04 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water AIR'SEAL: Walls Ceiling FRAMING: Joists/Girders 1 Under Floor - Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar.. . INSULATION: - Slab Wall:/Floor./Ceiling MECHANICAL: Heat Purii /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting t PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 -Fire 417-4653 Planning 417-4750 Building 417-4815 THE OR ANGELESFor City Use CITY �FP Permit# W A s H 1 N C; T O N , U. S. Date Received: 321 E 51h Street Date Approved -'2 _ Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMI APPLICATION Project Address: 1�O�o 1 ��-�� 5` �►= Phone: PrimaryContact: C�S�" ,��� Email: Name Phone v L1Z-5-Z1l7 . 7-Li(J� Property Mailing Address Email Owner CD �' .:-3-., -r o P City State Zip 0 a K "�� � =mo i_- /,-- Namea�.b Phone A ._ l 5 Contractor Addres Email Information City state vy Zip O Contractors License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Valise: (materials and labor) -36 t�Ey'3� c7C�r1o13�c7 S Z /y Sec l'1 T,'��� Z��� �` las o ' -3� $ 1,Z50,Q ap Residential ❑ Commercial ® Industrial ❑ Public ❑ Permit Demolition x❑ Fire ❑x Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following, fill out both pages of permit application: (check New Construction 0, Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑- appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes El ® Yes 0 No 13vZ Project Description ` ,,,�"`;�c�,� c c=,� Cy .S; ,�� i L��c�.•�\tel s C ✓`��ri r'`C� :�o��"S 7i—C J �r`c^� U�� �lQ4�r laces ' J Is project in a Flood Zone: Yes ® NoM Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name�(�7SJ Signaturec,--- Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or a° floor) Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure (s) — 5. co Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage(Total lot coverage-lot size) 15c.--:�'(-" L4(0 1 P�l -� •�. Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site coverage-lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # z portable) 961 Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: _/, Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # `� Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # -3 i Fuel gas piping #of Outlets: r{; Water Heater # t Medical gas piping #of Outlets: C� Water Line # Z Plumbing Vent piping # Sewer Line # i Industrial waste pretreatment interceptor Grease Trap) Size Z7,c) Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17.13.docx SEC. 11, T30N, R6W, W.M. SW MH 145,8 4Z, 136.1 CIS : I`NvM Ss V=18 1,,V 3 1118, Nss ss m__ SO ss ----SS--- SS__, __Ss 0 20 I'D SCALE IN FEET a, SS ,r v SS_H LEGEND M RIM M CB SA4 Rim 15C SAWCUT / ; - INV W.0 EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED �� SIGN EXISTING ASPHALT AND BASE 0 TO BE REMOVED EXISTING CONCRETE W z TO BE REMOVED u OL w t2 REMOVE EXISTING STORM LINE AND BACKFILL z REMOVE EXISTING SEWER LINE AND BACKFILL v)w 0� CB REMOVE EXISTING POWER LINE AND BACKFILL z RIM 156 0 RIM 151.0 j7 It= -,,)p REMOVE EXISTING TELEPHONE UNE AND BACKFILL < _J �i 7 % D r v) Z z REMOVE EXISTING WATER UNE AND BACKFILL o EXISTING CURB TO BE REMOVED u (n zs Er 7 CONSTRUCTION ENTRANCE SEE DETAIL ON SHEET C3.01 INLET PROTECTION SEE DETAIL ON SHEET C3.01 / l( o / it ce —0-0— SILT FENCE 1603 y RIM SEE DETAIL ON SHEET 03.01 2 cl 0 F- :ef c" 0 az uj 0 $ I IAI 1 , $l J \ c:I Cf) < 0 AREA _ / lI GJ � /� ) 6 ya�; _oma O—O—O—O v =0— i a 8 /�7S NV= 99 r 7 17 T z z 6 e7o S 0? 4 Irp 5 D JA.9k, RITM INV=152 4 4-7,Wl- WA ---————————————— ————————————— ————L_ —----------------- ——————————————-- — ——————————— ——————————————®cc----- am L2 M 1629 1580 E.1ST ST. W HOLM --FLn-- .1 -fL L HURTADO —————--fL_ -4L-- R.JARVIS _-44 __ML_ ————— DAR o __ML_— ML ——— ML ——— it NOMEMBER.2014 CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: 157901 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NO.114-1-1 IRON PIPE WITH WASHINGTON STATE PLANE COORDINATE STAGING PLAN AND PROTECTION OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL TACK IN LEAD IN WON CASE AT INTERSECTION SYSTEM NAD83/91 NORTH ZONE VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING OF E.3RD STREET AND ENNIS ST. o THE UNDERGROUND LOCATE LINE AT(800)424-5555 A MINIMUM OF ELEVATION= 180.87 48 HOURS PRIOR TO ANY EXCAVATION. DATUM-NAVD88 -T SCJ ALLIANCE CONSULTING SERVICES TRANSMITTAL To: Sue Roberds Date: 11/21/2014 City of Port Angeles 321 East 5th Street Port Angeles, WA 98362-0217 From: Ross Jarvis Project Name: McDonald's Redevelopment SG Project#: 1579.01 We are transmitting the following materials: ♦ Permit Applications ♦ Check for permit/intake fees ♦ 3 sets of architectural/structural/electrical/mechanical/plumbing plans 0 3 copies of structural calculations ® 3 sets of civil/landscape/irrigation/structural plans ♦ 3 copies of the stormwater site plan 3 C.,:, 5t?A Comments: Sue, It has been a pleasure working with you and the City's staff during the design phase of this project. We have enclosed the necessary documents for permit submittal. Please contact me if you need anything else or have any questions. Thanks! ');?-0-�Lb 7>� - Ross Jarvis, PE Project Manager SCJ Alliance 8730 Tallon Lane NE, Suite 200 o Lacey, WA 98516-6642 • Office 360.352.1465 • Fax 360.352.1509 • scjalliance.com PLANTING LEGEND SEC. 11, T30N, RW, W.M. Pill qx)I.J6Y—.� PROJECT TEAM • Qoarl[Rt� s>x s..ting«More, �] tQ� LANDSCAPE ARCHITECT • Er.Hbng Tree �; MARK5TEENT AVE 6 .\ � D 1631 FIFTEENTH AVE WEST, SUITE 119 y co / SEATTLE 98119 p Streer Tree Acrryubrum Red Ma ole 8 3"GI.Min Single Stem,S7nmeNical `L/ r). • ' r ��j-y �/� 206.708.1862 • aux VC v'��I CLIENT Street Tree Corpinus Betutus European-lornbeam 3 3"Cal.Min Single Stem,SyrurMnui 8 / /\ MCDONALD'S 1706E FRONT ST 1 \ ¢— PORT ANGELES,WA 98362 Tire?e? Adreinatum Vine Mm aple :5 2.5'Cal.Min Kul b-s tern,well-loaned d, J + o, Tree CerddipAyllum/eloonKum Katsura 9 6'Ht.Min. Full and bushy / � ��\/•''�/\� e- SHEET INDEX !./ Tree 1—scnnadensis'Risrnp5un' Rising Stn Redbud .7 6'Ht Min. Mod-stem.well-formed s' \L_ `\ L1. PLANTING PLAN O \ L2. PLANTING DETAILS 8 NOTES Tres Chomp l3. IRRIGATION PLAN ecypons obrus'Groolis' Hill Cypress 5 2.5-Cal.Min.Single Stem,Synmeftical , / i/ ) \ L4. IRRIGATION DETAILS / 8 \' . Op 5hmo-0. Ber6errs thunberyn'yrhosan' Grein n Hnet Barberry 23 5C»I All shrub:lull artl y(/ L5IRRIGATION DETAILS ® Shruo-Ev. Cistusa hybndus Pockrose 94 i Gal, vigorous ® 5hru1O. CQmussrolonftrp'orrtkfm' Arctic Fi re Dogwood 51 5Gal. - \ / `\ s Sh—Ev. GouiMerlp shall- Sala) 111 2 Gal. a i OShruo-D. Hyd—gec ouenifolio'pee wee' oekleaf-hdrangea 46 5 Gal. 8 Shruo Ev, to/endula ongistifoloWdrore' English lavender 172 2Gal- 2 Sh—c. Phy—pus 0.'Coppertiio' Coppers—ninebark S SG.I. W O z 2 ® Shruo-E.. Pinus ..go Mugo Pine :8 SGaI f \ U ® LJ ShruD-Ev. Pittosponrm Wbno'No- Dwarf Pittmporum 94 5Gal. ' N No �. Z In 3 8, . QusitMY Sbe S/av^ga Notes / �\ All perennials 2gLLa ® PeratnUl CplelDpsLs veriktilbro'ymonbeom' Coreopsis 86 1 Gal. m els folly rooted 0 Perennial Penstemon'Red Rdmg Mood' Beardtorgue 92 1 Gal tr Meir pot.vigorous o Gasses Desohompsd mp:toso Tufted Hair Grass 229 5 Gal. All grasses fully rooted , \ 0 2 4Gasses PmniseNm'fMa bunny' Dwarf Fcuncain Gras; 101 2 Gal. fr their pot vigorous / / U Z u / ® G—er Ar=stophybs uvp-inti Kinnikinnvca 3420 a^pots 18'On-C-Wspacing / [® Gcsver Cotoreasrer dommen'coml becury' Coral Beauty Cotoneaster 972 <"pots 21'On-Center spec ing \ ,n Gcover Ep+rriedium warkyense Epimedium 144 4" petro ' pots 30'On-Center s g ® Gcoyer smpono cniloen'h Sa fid Svai wbern, 1944 a-pots 24'On{enterspacing iI e Material Washed fiver rock 3-("the 6'depth TREE QUANTITIES / Z 58 PARKING SPACES d` `' N a to 10 REQUIRED PARKING AREA TREES * qg ��-� it Z p w @ 6 STALLS PER TREE / �oL \` Q Eu s • � � Z z 36 PROPOSED PARKING AREA TREES ' SIP ,, -��-, a f- 19 EXISTING R.OW.TREES ��� f� • ,ti;'�{ ''h��>� i '''�-�� � all �// / f • ti?<'9 s{ 18 EXISTING R.O.W.TREES TO REMAIN 21 PROPOSED NEW R.O.W TREES o H `�` / O• ARW JSP / wnoiAo a+. MSG / NOVEMBER 2014 CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: �' Mn i. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NU 114-1-1 IRON PIPE WITH WASHINGTON STATE PLANE COORDINATE W AND PROTECTION O ALL EXISTING UTXJTES.THE CONTRACTOR SHALL TACK IN LEAD IN MON.CASE AT INTERSECTION SYSTEM NAD83/91 NORTH ZONE ' R VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 0 20' 40'O THE UNDERCROUND LOCATE LINE AT 800 424-5555 A MINIMUM O EL E.STD STREET AND ENNIS ST. d ( ) ELEVATION 180-87 SCALE: 1"=20' yi¢.u. 48 HOURS PRIOR TO ANY EXCAVATION. pAlU11-NAVD88 z L1 or 1 SEC. 11, T30N, R6W, W.M. INSTALLATION SPECIFICATIONS AND NOTES 1. ALL PLANTS MUST BE HEALTHY,VIGOROUS,AND FREE OF PESTS AND DISEASE 2. ALL PLANTS MUST BE CONTAINER GROWN(PREFERRED)OR BALLED AND BURLAPPED,OR EXACTLY AS INDICATED ON THE PLANT LIST 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED 4. ALL PLANTS ARE SUBJECT TO APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE,DURING,AND AFTER INSTALLATION 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED-MULCH SHALL BE MEDIUM COARSE GROUND OR SHREDDED WOOD CHIPS,FREE OF WEEDS,WEED SEED,DELETERIOUS OR FOREIGN MATERIALS,OR ANY COMPOUND DETRIMENTAL TO PLANT LIFE 7. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES OF PLANTS REPRESENTED BY SYMBOLS ON THESE PLANS BEFORE PRICING THE WORK REGARDLESS OF THE QUANTITIES PRESENTED IN THE PLANTING LEGEND 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING(INCLUDING BY NOT LIMITED a TO:WATERING,SPRAYING,MULCHING,FERTILIZING,WEEDING,ETC.)OF THE PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY OWNER 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANTING MATERIAL FOR A PERIOD OF 12 MONTHS BEGINNING ON THE DATE OF TOTAL ACCEPTANCE.THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON o 11. AFTER BEING DUG AT THE NURSERY SOURCE,ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO(2) W. WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATIONz UVI 12. ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOLIATES(PRIOR TO TOTAL ACCEPTANCE OF z U 3 r THE WORK)SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES,QUANTITY,AND SIZE,MEETING ALL PLANT LIST SPECIFICATIONS. Q Ir 13. STANDARDS SET FORTH IN*AMERICAN STANDARD FOR NURSERY STOCK"REPRESENT GUIDELINE � , J N 5 m SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. , tO g Z 14. ALL LANDSCAPE AREAS AROUND THE BASE OF POST-MOUNTED INFRASTRUCTURE,SUCH AS DRIVE-THRU J ? MENUS,SHALL BE COVERED IN A 6"DEPTH LAYER OF WASHED COBBLE ROCK. ROCK SHALL BE 3"-6"IN < P =` DIAMETER AND APPLIED IN A MINIMUM 36"DIAMETER AREA AROUND EACH POST 0m 15. SAFE,CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE Z z e MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS U Z " 16. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE fU Z e FOR COMPLETE COVERAGE OF ALL PLATING BEDS AT SPACING SHOWN GRAPHICALLY V/ sz 17. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6"OF NEW 2-WAY TOPSOIL. INCORPORATE NEW TOPSOIL INTO THE SUBGRADE. DECOMPACT SUBGRADE PRIOR TO INSTALLING TOPSOIL AS NEEDED 18. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA AUTOMATIC IRRIGATION SYSTEM 19. PARKING LOT PLANTERS SHALL BE CROWNED AT A 4:1 SLOPE 20. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY MULCHING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING W H O z Z PLANTING DETAILS PRUNE D DEAD CENTER PRUNE DAMAGED OR DEAD J co LEADER. AOD NOT CUT CENTER Q USE PROLOCK CHNN-LOCK TREE USE PROLOCX CHAIN-LOCK TREE Z vi TIES TO SECURE TREE TRUNK TO TIES TO SECURE TREE TRUNK TO W O w NOS EACH POSE.REFER TO EACH POST.REFER TO Q mLu I. PINK GROUIOCOVER AT SPECIFIED DISTANCEp•_p•ypL MANUFACTURERS'INSTALLATION MANUFACTURER'S INSTALLATIONZ ION-CENTER(D.C.)USING TRIANGULAR SPACING,TYP. PRUNE ALL DAMAGED OR DEAD NSIRUCRONS 0 a 2. LOOSEN SOB AND BOTTOM OF PLANTING PIT WOOD IMMEDIATELY PRIOR TO ROUND WOODEN POSTS- ROUND WOODEN POSTS-AM REMOVE DEEIRIS z EDGE 1'-0'MN. LOOSEN ROOTBOUND PLANTS BEFORE INSTALLING EDGE NW/SE. P DARN BROWN.ALIGN BEFORE � a PRE-STAINED DARK BROWN.ALIGN NW/sE,2 PER TREE SET YIN 18" NW/S,2 PER TREE SET MN IB" CONDITIONS !. SOAK PIT BEFORE AND ATTER INSTALLING PLANT ODER PLN SET TOP OF ROOT BALL INTO UNDISTURBED SUBGRADE ClR INTO UNDISTURBED SUBGRADE Q PER PIAN PER PIAN 1'N]GHER THAM FINISHED GRADE PILL PULL _ PLANT TREE W/TOP�R00T&LL 2" H,ULC, PLANT TREE W/TOP OF ROOIBALL 2" 23'MIN DEPTH MEDIUM 23'MN DEPTH MEDIUM BACK ABOVE FINAL GRADE EXISTIIIG GROUND BACK ABOVE FINAL GRADE a _ W'OOD CHIP MULCH PER WOOD CHIP MULCH PER 2'_p 23'MN DEPTH MEDIUM WOOD CHS 2'-3' 23'MN DEPTH MEDIUM WOOD CHAIN SPECIFICATIONS _ .'_ .. SPEC6IGUONS FROM MULCH PER SPECIFICATIONS FROM PER I I I TR I .1 REMTRUNK KFR REMOVE CONTAINER- = I- '_ REMDVE CONTAINER- !"HEIGHT WATER SAICI C HEIGHT SPECIFICATIONS IGHT WATER SAUCER I'_ LSI I H I I I 1 S�SIDES AND BOTSIDES OF P`TOM DNT IF' I 11-11 L1 I )I s�sroEs�ANDaBo�aA a' 50a - ,-1 I L I I-1 r ROOT BALL ON PUT Fu PLANT PIT WITH - —)I I 1 I FI I RooT BALL oN POT 1—I I - — BAavu NEW TOPSOIL PER PLANTING NOTE. BACKFILL NEW TOPSOIL PER PLANTING NOTE. �npdo AMENDMENTS i�- IF I oaf pn�pPE =1 I( i �'U �_l 111 T AS NEEDED BOUND PLANTS ONLY PLANTING soil 2X 0' BOUND PLANTS ONLY 'i I= �{ � I=1 I AFTER TREE IS SET N PLANING PIT, TO 71 l=11 - �I I AFTER TREE IS SET N PLANTING PIT. 0•-B' ROOT BALL MIN. I I I ,L REMOVE ALL WIRE AND BLR8AP FROM FLAT ''�5 j REMOVE ALL MIRE AND BURLAP FROM ROOTBALL -YIN,Tin�, —1 t i - 9I I ROOTBALL NOTES: NOTES •ANY BROKEN OR CRUMB LNG ROOT BALLS WILL BE REJECTED. -ANY BROKEN OR CRUMBLING R00T BALLS wTu BE RfhCIED. 'I I_., 11= 'I I-=� SET ROOTBALL oN UA6TURBED �.. 11-' 'I-;L• SET ROOTBALL ON UNDISTURBED I�g REMOVING RHE CONTAINERS BALLS WILL NOT BE AN EXCISE FOR REQ CONTAINERS WILL NOT BE AN EXCUSE FOR 2 0�RR SuBGRADE-DO NOT OVER-EXCAVATE � ER O SUBGRADE-DO NOT OVER-EIGVATE 3 --HOLD GRADE 1"BELOW EDGE OF WALK OR CURB ••HOLD GRADE 1'BELOW EDGE OF WALK OR CURRODTBALLSB (WHERE APPLICABLE) (WHERE APPLICABLE) mw GROUNDCOVER PLANTING SHRUB PLANTING DECIDUOUS TREE PLANTING - STAKE DECIDUOUS TREE PLANTING - SLOPE ouw er � sweet o-oa-� rxL:m iaM-au srtm o-la-na-CM-su¢-r sweet o-�m-naao-ma-aac A MSGr a� oA2 NOVFAIBEFL 2011 CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: dm K1579.01 MA ns m THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NO.111-1-1 IRON PIPE WITH WASHINGTON STATE PLANE COORDINATE Ltf AND PROTECTION OF ALL DOSTNG UTILITIES.THE CONTRACTOR SHALL TAC(IN LEAD IN MON.CASE AT INTERSECTION SYSTEM NAD83/91 NORTH ZONE VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING OF E.YA STREET AND ENNIS ST. A THE UNDERGROUND LOCATE LIKE AT(8DO)424-5555 A MINIMUM OF ELEVATION-180.87 48 HAIRS PRIOR TO ANY EXCAVATION. DATUM-NAVD88 a,m"` L2 v 5 SEC. 11, T30N, R6W, W.M. IRRIGATION SCHEDULE $YMBOL, MANUFACTURER/MODEL/DESCRIPTION \_ ®0 @ Rain Bird 1812-U US Series E r \ o T x / Shrub Spray, 12.0°Pop-Up Sprinkler with Co-Molded Wiper Seat. Side and Bottom Inlet. 1/2* NPT Female Threaded Inlet. 0000 Rain Bird 1812-U U10 Series r �jy >• ��'Qa�o� `�-� o T x r CShrub c-Molded ded Spray,12. 0" Pop SidSprinkler with Side and Inlet. 2 .\ 1/2' NPT Female Threaded Inlet. Rol Bird 1812-U U12 Series a T x n Shrub Spray, 12.0" Pop-Up Sprinkler with Co-Molded Wiper Threaded Side and Bottom Inlet. 1NPTF `\ ®4�►4'�Q, q� Rain Bird 812-U U15 Series a T x TT Shrub Spray, 12.0"Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom inlet. 1/2' NPT Female Threaded Inlet. ru ��` Q�mc-w+�yYiau-vN+ Rain Bird 1812-U ADJ 3 34.8 `\ r '10iM r -vµ Shrub Spray, 12.0"Pop-Up Sprinkler with r r Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. <1 I ri L n Hunter MP2000 PROS-I2-PRS40-CV �\ Shrub Rotator, 12" (30.48 cm) pop-up with check valve,pressure regulated to 40 pal (2.76 bar), MP 6 Rotator nozzle. K=Block adj are 90-210, � /r i6 ` G-Green ad) are 210-270, R=Red 380 are on ,( M OF N 2� `�` 2\ `\ PRS40 body. W r U ' \\ Hunter MP3000 PROS-I2-PRS40-CV U Q / J / \\ �\ Shrub Rotator, 12' (30.48 em) pop-up with check Z ;N 1z #• \ valve,pressure regulated to 40 psi (2.76 bar), MP �/ Q r ®•,2w ® ® 3.31 rotary nozzle. B=Blue adj are 90-210, Y=Yellow �t rr 1W / adj ore 210-270. A=Gray 360 are on PRS40 body. / 18.7 1 rr I i i ® ® ----- Hunter MP3500 PROS-I2-PRS40-CV rli Shrub Rotator, 12.0°Pop-Up with factory installed __-__-____ it \ Check Valve, pressure regulated to 40 psi(2.76 - J z ®� `\ bar), MP Rotator nozzle. LB-Light Brown, w l l r .r•.. \\ Adjustable Are, 90-210, on PRS40 body. (� a /9 ' •' \ ® Hunter MP Corner PROS-I2-PRS40-CV z /° ''' nururnwr..r .,.v.r nrnr r--r r,iTnurigouuruid..i�c::-t�./ra/.au.vir i i/ O r/ '�� I' i i iii i ' / %;1 •• ill \ Shrub Rotator, 12" (30.48 cm) pop-up with r fD � T' i i i i ' •". i i r i �i 5 26.1 �\ factory installed check valve, pressure regulated to 40 psi (2.78 bar),MP Rotator nozzle. $ • / �'.�''. r 1" T=Turquoise adj arc 45-105 on PRS40 body. il!' / Ip / ,1'j Iliil 11i viii / rqQ '�'I'�' ill i i ' iii r i i i % •. ". iii �' 512194E MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-COM / i r, iiia • fA /I •• irl � 3t" /iJ ;, iii i i i , iii ! •",.v /� �•i i i i \ II II t3 Medium Plus now Drip Control Kit for Commercial Applications. 1" Ball Valve with 1' PESB Valve and r,'rr,ny........ r/urrn..... nuumurnnrm.rrnr rA .'.�'.'" ��` is 1" Pressure Regulating 40psi Quick-Check Basket 11 13.6Filter. 3gpm to 20gpm. Z / r' 1• Flush Valve J k' 'a 3/4"PVC ball valve in 10' wive box, with additr ® ® 8 2 7 220 ® 30 7 5 j valve Dal blank tubing to extend ball valve out of Z 0 10 B.80 13.2 8 / 1' 1' tJ4• 1Jr�• �;a;.. 1 " "tit' r Netafim TLAVRV 0 I l , Air/Vacuum relief valve, 1/2' male pipe thread. Q Area Receive Dripline Vr ,\2Netafim 0 / i -- -- - -- -- -- - - - - - -- V\- - -- -- -- - - TechlMe Pressure Compensating Landscape 2 / ,s Dripline. 0.6GPH emitters of 8.0" O.C. Dripline Surface Installations. UV Resistant and Sub >S o era a space a ops w em ere ' 7o f feet for triangula pattern. Surface 1W -_ Is Area to Receive Dripline Netafim TLCV-06-12(12) _ Teehline Pressure Compensating Landscape Dripline with Check Valve O.6CPH emitters at 12.0' 0.C. _ __ _ .....•��^"""" Dripline laterals spaced at 12.0" apart, with .._.... emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION A�o Rain Bird PEB 1', 1-1/2". 2"Plastic Industrial Valves. Low Flow VALVE SCHEDULE Operating Capability, Globe Configuration. (NUMBER h144EL �jg, jypF p� PSI O POC SR PREGP a Water Meter 1' 0 Rain Bird 44-LRC 1 Rain Bird PEB 1° Shrub Rotor 43.95 55.40 18.75 0.43 in 1' meter by others. 2'HDPE supply line and 1' Brass Ouick-Coupling Volve, with Y /h 65pei assumed. Corrosion-Resistant Stainless Steel Spring, Locking 2 Rain Bird PEB 1-1/2" Shrub Spray 34.98 59.18 36.32 1.75 In/h Thermoplastic Rubber Cover, and 2-Piece Body. 3 Rain Bird PEB 1-1/2" Shrub Spray 35.10 59.30 34.65 1.64 In/h Irrigation Lateral Line: PVC Close 200 SDR 21 4 Rain Bird XCZ-100-PRB-COM 1" Area for Dripline 32.48 40.75 3.31 0.45 in/h PVC class 200 Irrigation pipe. Rain Bird PEB 1" TL 5 Rain Bird PEB 1" Shrub Spray 35.92 53.34 26.09 1.51 In/h __�_____ 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow 8 Roin Bird PEB 1-1/2" Shrub Spray 34.33 53.62 30.73 1.51 In/h Irrigation Mainline: PVC Schedule 40 'Operating Capability,Globe Conflguratlon. 7 Rain Bird PEB 1-1/2' Shrub Rotary 46.59 60.06 22.08 0.27 in/h PVC Schedule 40 irrigation pipe. sn 8 Raln Bird PEB 1-1/2" Shrub Rotary 46.54 58.84 20.22 0.24 In/h Zum 950XL 1-1/2' MSG 9 Rain Bird XCZ-100-PRB-COM 1° Area for Dripline 44Pipe Sleeve: PVC Schedule 40 Double Cheek Valve Assembly 54.03 13.22 1.01 In/h � y Valve Callout 10 Raln Bird FEB 1" Shrub Rotary 42.57 51.52 8.80 0.45 In/)n Valve Number NOVEUBIR2014 8 © Rain Bird ECommer with ntr er. Wall m 11 Rain Bird XCZ-100-PRB-COM 1' Area for Dripline 42.66 52.62 13.56 0.45 In/h #/ # Valve Flow 12 Station Commercial Controller. Wall mount, - n CALL BEFORE YOU DIG VERTICAL DATUM: BASIS OF BEARING: a° Valve Size plastic cabinet ISMI a„ nix a. ® Rain Bird WR2-RC N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CITY BENCHMARK NO.114-1-1 IRON PIPE PATH WASHINGTON STATE PLANE COORDINATE Wireless Rain Sensor Combo, Includes 1 receiver AND PROTECTION OF ALL EASTING UTILITIES.THE CONTRACTOR SHALL TALK IN LEAD IN NON.CASE AT INTERSECTION SYSTEM NAD83 91 NORTH ZONE VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING OF E.3RD BEET AM DNS SF, and 1 rain sensor transmitter. THE UNDERGROUND LOCATE LINE AT(BOO)424-5555 A MINIMUM OF ELEVATION.180.87 u 48 HOURS PRIOR TO ANY EXCAVATION. DATUM-NAVO58 se* L, or 5 ODOUBLE CHECK'VALVE ASSLY, SIZE PER PLAN OVALVE BOX AND EXTENSION; SET BOX 2"A$O'VE GRADE AT SHRUBS. SIZED FOR ADEQUATE RECTANGULAR BOX SET BOX FLUSH TO GRADE AT TURF. i� Oi STANDARD VALVE BOX CLEARANCE AROUND DCVA 10"DIAMETER VALVE BOY,.FOR MAINTENANCE WITH EXTENSIONS AS REQUIRED. HEAD BRAND "QVC"ON LID d O SCH 50 UNIONS (2) WITH 2"HIGH CHARACTERS. O FINISH GRADE WATER PROOF WARE CONNECTORS Qcv ZZ ON 30"LOOPED WIRES. Q m OSCH 60 NIPPLES g v; �3 MODEL PER PLANFINISHED GRADE. 12" MAX ?= 2 4 1 2 SCH. 40 MALE ADAPTERS (2) 30 6" MIN. �; �3 j z 5 O5 FINISHED GRADE, I 3 ®WATERPROOF CONNECTORS (2) m I— —It—f a ,6 a O MAINLINE PIPE PER PLAN M �- 11 I: �7 16-24"COILED WIRE f—I III—III—Ili rl!— 1-1 I -, ( T11�T 1-I=1 I F — =II—1�-T ( ! SCH 80 T.O.E. NIPPLE 1 7 6'WISHED DRAIN ROCK g I-'I1=� I-_IIL='��I' n 4 n III' I _I SCLICK PECIFIED. VALVE AS O7 MAIN UNE PIPE& FITTINGS _ TWO STAINLESS SCH 80 NIPPLE, LENGTH AS REO. ®BRICK SUPPORTS (4) 7 q STEEL CLAMPS '- 6" DEEP IOF 3/4' 5 us G B (Dj � cpHED ROCK RocK. 8 10 9 Ip �3/4" MAJUS WASHED GRAVEL \. 3" PVC SCHEDULE 60 (DJNIPPLE. 1O PVC SLIP UNIONS 6X2X16 CONC. BLOCK CAPS, 1/2" X 36"GhLV 'do ONE EACH SIDE (2 TOTAL) PVC RUIN UNE.- STEEL PIPE. O a G°00 O 1--x, "cl, Al' SXT SCHEDULE 80 NIPPLES n � 00 O o p VALVE INLET SIZE. CEO TEXTILE CLOTH THREE PVC SCH 80 7 SCREEN, WRAP UP SIDES. ELLS. 12" PVC SCHEDULE 80 NIPPLE. W � 1 DCVA IN VALVE BOX 2 MASTER CONTROL VALVE 3 QUICK COUPLING VALVE IN BOX 3 RCV WITH UNIONS NTS 32 8409.46-85 NTS 32 8406.23-01 NTS 32 8406.43-02 NTS DETAIL-FILE Z W 3 h gLL SET CONTROLLER 60'ABOVE GENERALNOTES Z���a x� 5 V I FINISHED GRADE UNLESS I J N N 1 OTHERWISE NOTED. 1. THIS PLAN IS SCHEMATIC ONLY. CONTRACTOR TO VERIFY ALL O I CONTROLLER AS SPECIFIED. DIMENSIONS AND GRADES IN FIELD. EQUIPMENT LOCATIONS a z$ INSTALL ASSEMBLY =' J_, SECURELY BOLT CONTROLLER SHOWN ARE DIAGRAMMATIC ONLY. MAKE MINOR ADJUSTMENTS IN V u d 1"TO 1 1/2"ABOVE 'TII - I TO WALL. INSTALL BACKUP S( FINISHED GRADE. II I- BATTERIES.AS REQUIRED. THE FIELD TO ACCOMMODATE SITE RESTRAINTS AND CONDITIONS. N o m I �,T= ( Qt FINISH GRADE SPECIFICATIONS, AS PER MFG. 2. DESIGN ASSUMES 37GPM AT 65PSI STATIC PRESSURE. NOTIFY THE I 11- SPECIFICATIONS. o I -� I ( MODEL PER PLAN PROJECT ENGINEER AND OWNER'S REPRESENTATIVE IF THESE m m 00 NOT USE SIDE INLET. —� 1/2"DIAMETER RIGID PARAMETERS ARE NOT VERIFIED IN THE FIELD. 4" Q3 LATERAL TEE OR ELL S EEL CONDUIT FOR 3. SYSTEM IS DESIGNED WITH COMPLETE,HEAD-TO-HEAD COVERAGE. ME HIGH POP HEAD. 110 VAC ELECTRICAL z nREQUIRED. ' STREET ELL. TO CURB 0 ®LATERAL PIPE SOURCE. INSTALL AS 4. MINIMUM COVER DEPTH:12"FOR PVC LATERALS,18"FOR MAIN LINE, PER LOCAL ELECTRICAL BARB MIPT. WALK. CODES 18 BEYOND 18'FOR SLEEVING UNDER WALKWAYS,24"FOR SLEEVING UNDER STRUCTURE OR X 2" DIAMETER GRAY PVC TO BOX AS PARKING AREAS AND DRIVES,5"FOR DRIPLINE(INCLUDING MULCH). Q5 SWING JOINT: 4 2 CONDUIT FOR RCV WIRES. PER PLANS. 5. ADJUST NOZZLES AS NEEDED TO AVOID OVER SPRAY ONTO PAVED RAIN BIRD SA-125050 SURFACES AND BUILDINGS. U) FINISHED FLOOR. � 6. COORDINATE CONTROLLER INSTALLATION WITH OWNER'SLATERAL 3ii. REPRESENTATIVE AND OTHER TRADES. LINE. ()-III W VC TEE _ 5OR ELL. LONG SWEEP ELL. Z 1/2" POLEXIBLE O Z triTUBING. EQUIRED. 0 Q w 0 Q 5 SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY 6 SHRUB ROTARY 12 POPUP7 INTERIOR WALL MOUNT CONTROLLER o a NTS 32 8403.29-01 NTS 32 8403.34-03 1" t'-0" 32 8409.13-07 ff r� D16 DESCNER TL IXtAvm Br. aPfiiJYED BY: �y MSO DAZE: NOVEMBER 2014 E ae Ns 1579.01 N DrsAxtvO FllE rv= '� O"4w1VD N. a of D1EET No:L4 D{' S i PVC MAINLINE 1YPICAL OFFSET 2'FROM TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL(FEET) TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME 1 PIPE FROM Tv HARDSCAPPIANTED AREA TYPICAL START ON EXHAUST HEADER. CONNECTION S TYPICAL VALVE, FILTER, 4-FROM TURF SHRUB 6:GROUND COVER PRESSURE REGULATOR. DRIPPER SPACING 12' 18' 24' ASSEMBLY. SIZE CLAY LOAM r SANDY CLAY LOAM SANDY TYPICAL OFFSET PER PSS. DRIPPER FLOW 0.26 0.4 0.6 0.9 0.28 0.4 0.6 0.9 0.6 0.9 TOTAL LENGTH OF TECHUNE TUBING 2'FROM I RATE(GPM) r IN THIS AREA CAN NOT EXCEED THE e DIPPER FLOW(GPM) 0.26 0.4 0.6 0.26 0.4 0.8 MAX. LENGTH OF RUN. 3 HOROSCOPE, 4' 19 15 127 109 88 65 177 151 120 91 152 118 FROM PLANTED - TYPICAL START CONNECTION ON AREA. gPEIPI., HYLENE OR PVC S2 j DRIPPER INTERNAL 18' 12' 12' 18' 18' 12' SUPPLY HEADER. Y HEADER, SIZE AS LS 25 427 325 256 194 604 459 381 274 458 348 r EADER SONG CHART. ff LATERAL(ROW) SPACING 18'-22' 18'-22"I 12'-16' 18"-24" /8'-24'I 18'-20' SEE _ 3S 53D 409 322_244 763 579 458 348 SBO 440 APPLICATION ROTE(IN/MR) .19-0.15 .43-.35 .96-.72 .19-.21 .29-.21 .72-.58 SSETaL DIX i� 45 618 469 369 250 677 664 323 367 688 soe IRREGULAR TINE TO APPLY t/4' 7B-100 35-43 16-21 78-107 52-71 21-26 DRIPUNE SPACING AS AREAS:TRIANGULAR TYPICAL TECHUNE START NOTED. 1 o TECHLINE FLOW PER 100 FEET CONNECTION. TYPICAL TECHUNE TUBING DRIPPER 0.26 GPM DRIPPER 0.4 GPM DRIPPER 0.6 GPM DRIPPER 0.8 C?H DRIPPER PARKING ISLAND TYPICAL LAYOUT LATERALS WITH EMITTER 1.1 SPACING WATER SOURCE: V5 1 OS CPH r GPM GPM GPM GPM CPM GPM GPM DRIP VALVE OR SUPPLY SPACING AS NOTED. LATERAL PROM HEADER MANUAL UNE FLUSHING VALVE. 'g I' STAPLE(T156)AT ALL 12" 28.40 0.44 40.00 0.87 61.00 1.02 92.00 1.53 VALVE TOP OF SLOPE. TECHUNE CV LATERAL TUBING. TEES, ELLS,AND AT 5' 000 i O.C.AT CLAY, 4'O.C. AT TYPICAL PEADER.SUPPLY CONTOURS THE SLOPE.TOSPE. E LOAM.OR 3'O.C. AT 1 g 18' 17.58 029 26.67 0.44 41.00 0.66 61.00 1.02 SUPPLY PIPE PVC EXHAUST HEADER. SAND. TYPICAL TECHUNE 24' N/A � N/A N/A N/A 31.00 0.51 46.00 0.77 DRIPPER UNE TOE OF 5 " MANUAL UNE FLUSHING TUBING. 54'MAXIMUM ELEV. SLOPE 8 kkk VALVE PLUMBED TO SUPPLY AND EXHAUST HEADER SIZING CHART(UNLESS NOTED ON PLANS) �ER CHANGE WITHOUT CHE TOP 2/3 OF 3 5 EXHAUST HEADER. AS FAR TYPICAL PVC OR /// VALVE. IF GREATER. FROM THE SUPPLY STEP 1; pop LENCIH OF ALL TECMLINE LATERAL TUBING CONNECTED TO THE HEADER POLY SUPPLY OR LTOTAL THE COMBINED CHECK LONGEST INSTALL INURE CHECK SLOPE: HEADER AS POSSIBLE VALVES EVERT 54'IN CONVENTIONAL STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. EXHAUST HEADER. LENGTH OF THESE LATERALS LATERAL AGAINST ELEV.CHANGE. SPACING. Q STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE MANUAL UNE AND COMPARE TO THE CHART FOR MAX. BOTTOM 1/3 OF SLOPE CHART"TECHUNE FLOW PER 100 FEET'. MULTIPLY THIS GPM NUMBER TIMES FLUSHING VALVE AT FLUSHING VALVE CHART FOR MAX. LENGTH LENGTH OF SINGLE F F THE UNITS OF 100 FEET FOR THE TOTAL CPN AT THIS HEADER. CONVENTIONAL SPACING EACH EXHAUST END. STEP 4: SIZE THE HEADER WITH THE FOLLOWING: PLUMBED TO OF SINGLE LATERAL LATERAL PWS E C 1 TO 6 GPM: 3/4'HEADER. 6 TO 10 GPM: i"HEADER. PVC OR POLY ISLAND IRREGULAR BRANCHING OUT JOINING LATERALS SLOPE FEED LAYOUT REMOTE CONTROL END FEED EXAMPLE CENTER FEED EXAMPLE HEADER. VALVE ASSEMBLY. tO TO 20 GPM: 1 1/4'HEADER. 20 TO 30 GPM: 1 1/2'HEADER. LAYOUT ODD CURVES LATERALS W TYPICAL NETAFIM TECHLINE CV REQUIREMENTS U 1 N.T.S. 32 8413.36-04 Z 3 10"DIAMETER VALVE BOX. ONTROLLER WIRE WITH 30 INCH UNEAR COIL 24'TD 30'OF DRIP TUBING IN AIR RELIEF VALVE 20'X14'JUMBO THE BOX. AS SPECIFIED. J y LENGTH OF COIL,WITH PLASTIC I.D.TAG B LLLL PLASTIC VALVE BOX. AND WATERPROOF CONNECTORS. t'FPTXMPT ELL a 1&' DRIP TUBING TO 3�FPi PVC TRUE UNION RCV AS SPECIFIED. ADAPTER. 8'DRIP BOX. %XI'MPT ADAPTER. , J « BALL VALVE BASKET FILTER AS SPECIFIED. IV4"PVC BALL VALVE WITH B4"FPT X 11' DRIP TUBING 2'ABOVE GRADE AT PRESSURE REGULATOR AS SHORT NIPPLE ADAPTER. SHRUBS. SPECIFIED. SET VALVE BOX 2"ABOVE )S'DRIP TUBING. FW1y1ED DRIP TUBING COUPLING. U u SET Box FLUSH = PVC UNION W/ SHORT AREA. D GRADE OF SHRUG N GRAPE, GENERAL NOTES N o AT TURF, s NIPPLES. n i DRIPUNE OR DRIP TUBING,OR PVC 1. THIS PLAN IS SCHEMATIC ONLY. CONTRACTOR TO VERIFY ALL SI DIMENSIONS AND GRADES IN FIELD. EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY. MAKE MINOR ADJUSTMENTS IN THE FIELD TO ACCOMMODATE SITE RESTRAINTS AND CONDITIONS. 2. DESIGN ASSUMES 37GPM AT 85PSI STATIC PRESSURE. NOTIFY THE PROJECT ENGINEER AND OWNER'S REPRESENTATIVE IF THESE �o PARAMETERS ARE NOT VERIFIED IN THE FIELD. 3. SYSTEM IS DESIGNED WITH COMPLETE,HEAD-TO-HEAD COVERAGE. SCR. BO RISER. OUTLET PIPE SAME 9ZE 4'THICK LAYER OF WASHED 4 3'THICK LAYER OF WASHED 4. MINIMUM COVER DEPTH:12"FOR PVC LATERALS,18"FOR MAIN LINE, J AS VALVE, 24"MIN. 00O O GRAVEL. THE BOX SHALL LENGTH TO FIRST FITTING. GRAVEL THE BOX SHALL REST REST UPON THE ROCK BED. 18'FOR SLEEVING UNDER WALK WAYS,24"FOR SLEEVING UNDER Q UPON THE ROCK BED. 45 DOWN AS REO.TO EXTEND GRAVEL INTO BOX. NOT DO NOT EXTEND GRAVEL INTO SxT TEE W/2LATERAL PIPE DEPTH,. Box. PARKING AREAS AND DRIVES,5"FOR DRIPLINE(INCLUDING MULCH). ' Cn NIPPLE AT MANURE 5. ADJUST NOZZLES AS NEEDED TO AVOID OVER SPRAY ONTO PAVED D p h'WIRE CLOTH GOPHER TWO AC CONCRETE BLOCK CAPS, SCREEN,WRAP UP SIDES. ONE OON N EEACH SIDE OF iNE Box. SURFACES AND BUILDINGS. Z 3 B. COORDINATE CONTROLLER INSTALLATION WITH OWNER'S O REPRESENTATIVE AND OTHER TRADES. H 1°DRIP VALVE W/BASKET FILTER DRIP FLUSH VALVE BELOW GRADE DRIP AIR RELIEF VALVE IN BOX 1 1/2' 1'-0' 32 8413.76-28 NTS 32 8413.49-35 NTS 32 8413.53-03 1� 0044* Mnp Gi TL ORA.St Ef MSG NOVEMBER M14 w 137801 ,H au ni xw,< N d lei °QT Np u v d • 2016-1330195 Page 1 of 4 Protct Covenant Mcdonalds Corporation Cla!lam County Washington g01/1p4/201166 03-15:50 PM ` 1111l�J�,�rAM WHEN RECORDED RETURN TO: NAME: rl C )( cf..1 ADDRESS: -7 J V 12d CITY,STATE,ZIP Q Chicago Title Insurance Company DOCUMENT TITLE(s) L O 3. 4. n �, n REFERENCE NUMBER(s) OF DOCUMENTS ASSIGNED OR RELEAS =J ❑ Additional numbers on page of document ��� 44` GRANTOR(s): " l JAN 101. .. 2. 3 additional names on page of document GRANTEE(s): / � 1' Vl'���J n a L lX 5 � �a' �S'f``t�-- �°E`'t P�"�• 2. 3 Eadditional names on page of document LEGAL DESCRIPTION Lot-Unit: Block: Volume: Page: Section: Township: Range: Plat Name: ?04 ❑additional legal description is on page of document ASSESSOR'S PROPERTY TAX PARCEL ACCOUNT NUMBER(s): e(c.3r� ❑additional legal description is on page of document The Recorder will rely on the information provided on the form. The staff will not read the document to verify the �` accuracy or completeness of the indexing information provided herein. MCDONALDS CORPORATION When recorded return to: Lorraine V. Fortelka, 2915 Jorie Blvd. Oak Brook,IL 60523 ZONING LOT COVENANT I/WE the undersigned owner(s) of the following described property: (insert legal description, address if available, and Assessor's Parcel Number) Described on Exhibit A,attached. do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17.08.130 "Z" of the Port Angeles Municipal Code. This covenant creates one inseparable , building lot which may only be removed through compliance with Chapter 58.17 RCW (subdivision regulations) and/or the City of Port Angeles short subdivision regulations (Ordinance No. 2222, as amended). This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and shall be filed with the County Auditor's Office. This covenant is for the mutual benefit of said owner(s), heir(s), assign(s), and successor(s) in interest and is for the further purpose of compliance with state and local land use and building regulations. This covenant may be enforced by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. McDonald's Real Estate Company, DATED this 6 day of January 20_16 a Delaware corporation Lorraine fortelka,senior Co cDonald's Corporuion Pri t Na Print Name: (Owner Signature) (Owner Signature) Phone: (63o) 623-5151 Phone: STATE OF WA!StW� -ON Illinois ss COUNTY OF Ot✓t�tt-ftM ) Dupage Illinois I, Tricia A.Senese Notary Public in and for the State of-Weskk+gteii-do hereby certify that on this 6 day of January 20 16,personally appeared before me Lorraine V.Foi telka Senior Counsel of Mcl)oanlds Corporation,on behalf of McDonald's Real Fcrate Comfy.a Delware corporation known to me to be the individual(s)described in and who executed the within instrument and acknowledged that She signed and sealed the same as I ler free and voluntary act and deed for the purposes herein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this 6 day of January 20 16 OFFICIAL SEAL _ A. TRICIA A SENESE NOTARY PUBLIC-STATE OF ILLINOIS NOTARY PUBLIC in and for the State of MY COMMISSION EXPIRES:06/01118 vi*gtofr,i es ing atRea-Aago" lllionis,County of Dupage it MCDONALDS CORPORATION EXHIBIT A LEGAL DESCRIPTION PARCEL A THAT PORTION OF THE NORTH 2 ACRES OF SUBURBAN LOT 13, PORT ANGELES TOWNSITE LYING NORTH OF THE OLYMPIC HIGHWAY, ALSO KNOWN AS U.S. HIGHWAY 10.1, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF SAID SUBURBAN LOT 13 WITH THE NORTH RIGHT-OF-WAY MARGIN OF SAID U.S. HIGHWAY 101; THENCE ON A 2,835 FEET RADIUS CURVE CLOCKWISE, THE CENTER OF WHICH BEARS NORTH 17009'27" EAST, THROUGH A CENTRAL ANGLE OF 4001'50", A DISTANCE OF 199.43 FEET TO THE WEST LINE OF SAID SUBURBAN LOT 13; THENCE NORTH 33024'29" EAST, ALONG SAID WEST LINE, A DISTANCE OF 244.90 FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 56037'00" EAST, ALONG THE NORTH LINE THEREOF, A DISTANCE OF 87.41 FEET TO A POINT OF CURVATURE; THENCE ON A VARIABLE RADIUS CURVE RIGHT, THE BEGINNING RADIUS BEING 265 FEET, THROUGH A CENTRAL ANGLE OF 9024'41", TO A POINT ON THE EAST LINE OF SAID SUBURBAN LOT 13, HAVING A RADIUS OF 263.48 FEET AND LYING SOUTH 49054'36" EAST, A DISTANCE OF 43.38 FEET FROM SAID POINT OF CURVATURE; THENCE SOUTH 15012'02" WEST, ALONG SAID EAST LINE, A DISTANCE OF 200.92 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF BLOCK 2 AND VACATED ALLEY IN BLOCK 2 OF GREEN'S BELLE VIEW ADDITION TO PORT ANGELES, CLALLAM COUNTY, WASHINGTON, AS RECORDED IN VOLUME 1 OF PLATS, PAGE 45, RECORDS OF CLALLAM COUNTY, AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID BLOCK 2 WITH THE NORTH RIGHT-OF-WAY MARGIN OF SAID U.S. HIGHWAY 101; THENCE NORTH 15012'02" EAST, ALONG SAID WEST LINE, ALSO BEING THE EAST LINE OF SAID SUBURBAN LOT 13, PORT ANGELES, TOWNSITE, A DISTANCE OF 200.92 FEET TO POINT "A"; THENCE ON A VARIABLE RADIUS CURVE CLOCKWISE, THE BEGINNING RADIUS OF WHICH IS 263.48 FEET, THE CENTER POINT OF WHICH BEARS SOUTH 42047'41" WEST, THROUGH A CENTRAL ANGLE OF 8°32'03" TO A POINT HAVING A RADIUS OF 262.12 FEET AND LYING SOUTH 40057'06" EAST, A DISTANCE OF 39.13 FEET FROM SAID POINT "A"; THENCE SOUTH 25029'03" EAST, A DISTANCE OF 182.05 FEET TO THE POINT OF BEGINNING. SITUATE IN CLALLAM COUNTY, STATE OF WASHINGTON. TAX PARCELS: 06-30-00-101300 & 06-30-11-500230 PAGE 1 i i + MCDONALDS CORPORATION PARCEL C THAT PORTION OF BLOCK 2 AND VACATED ALLEY IN BLOCK 2 OF GREEN'S BELLE VIEW ADDITION, AS RECORDED IN VOLUME 1 OF PLATS, PAGE 45, RECORDS OF CLALLAM COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID BLOCK 2 WITH THE NORTH RIGHT-OF-WAY MARGIN OF THE OLYMPIC HIGHWAY, ALSO KNOWN AS U.S. HIGHWAY 101; THENCE NORTH 25029'03" EAST, A DISTANCE OF 182.05 FEET TO POINT "A"; THENCE ON A VARIABLE RADIUS CURVE CLOCKWISE, THE BEGINNING RADIUS OF WHICH IS 262.12 FEET, THE CENTER POINT OF WHICH BEARS SOUTH 51019'44" WEST THROUGH A CENTRAL ANGLE OF 13033'16" TO A POINT HAVING A RADIUS OF 260.00 FEET AND LYING SOUTH 29056'17" EAST, A DISTANCE OF 61.65 FEET FROM SAID POINT "A"; THENCE SOUTH 25007'00" EAST, A DISTANCE OF 115.00 FEET; THENCE ON A 34 FOOT RADIUS CURVE RIGHT, THROUGH A CENTRAL ANGLE OF 93025'21", A DISTANCE OF 55.44 FEET TO THE NORTH MARGIN OF SAID U.S. HIGHWAY 101; THENCE ON A 2835 FOOT RADIUS CURVE CLOCKWISE, THE CENTER POINT OF WHICH BEARS NORTH 14013'29" EAST, THROUGH A CENTRAL ANGLE OF 2055'58" ALONG SAID NORTH MARGIN, A DISTANCE OF 145.11 FEET TO THE POINT OF BEGINNING. SITUATE IN CLALLAM COUNTY, STATE OF WASHINGTON. TAX PARCEL 06-30-11-500200 PAGE 2 Daily Field Deport ® ® Corporate Office 17522 Bothell Way Northeast Project No: 2_0 Bothell,Washington 98011 Report No: RILEYGROUP 425.415.0551 RGI re Jl www.riley-group.com P ��! - V Date: 1199/go Day Permit No: Page No. 8 of Q Project: ?I-o Ah«Acs /-k L6,,-/Js Subject: r gi4wC & CJJQJC, E.V-=iucd.—k Location: p�'v0�0 Contractor:, Client Name: 0,5A U- r Superintendent f3i I r; ®pG-TIZ-554J7) l ' &Address: Visitors: Weather: d OBSERVATIONS rr / As P�;ucSfeJ Avg [g�'� Aeprew" 4aft,_,Cyf_si�n1 e foj-, to ®�Scb✓Y^ a�,� J Q � -J {f r b.4rJa✓s61YP,ya� ko1�e Si)C' ir1 festa>at1'aC GvuD c14.vt-4 �DIo o� E-�.c �ooh�ts Ette�uafr :7 /� 'o �• J &-,•r6 �•+,a.s a��W S?kare 1�if��l-voan, �1ISP,�i�i�aa.�c� rcy,c,S-1 0� tdeytSe._. �ocAti fxi �«�+� rY1d}.y �.t`�vti'C) wi#� SU;.a,o-tyuF�„ �Zt,.�..r;v<.�e CoePi .yf.V`e -t-PSf�..� iwi�b. � �4•-�.a�P di a�Pd �� �ea��' ✓ p tt /� + e �1t4��,o.0 �e'L,F.rr,E lJ4, tna cvv- 1C'r YdnGy �.• I JEn<u ( «• trimric,ita ®i,• c< c} J 6ee1, e J (t .• !A j j f 1/ / .. !�J<c.�,Ls r.4d /Arti..aL. d'i, f.<hC'Y<i[iw Pt �{-�J►•� '�"6�r•, 1.i.`e Y'P {-r•'��'J � �tl (`X if-PA SG Iib+F Yr'g Li l9S ��c,1�./ nL,-r F)yyne,fl. hwo ttd sL. Lc,.J? Pill StRa,�54 ✓��Stvf� 'l�L>blL.� [ d.r`'GG,a^y[t. AALKO�.11h A,. ska wu5 r._4 rows, ,4a �vo�ev �IPUerh�ee �u$ C©�hrx,e ax,r r7y()" "591Ht SLO LJ$ rZze,; /i 01fehy /cs��Rir r , J P/re izzary Information-Final Review required by RGI project manager"- :-" RGI Re sign-�� Copies To: P P The Riley Group,Inc. ,� 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1,and>3 story R2&R3 Revised June 2013 Commercial Provision Chapters 1 -4 of the 2012 Washington State Energy Code apply to all commercial occupancies, R-2 and R-3 occupanies greater than 3 stories above grade, and R-1 occupancy(all building heights). Intro This file, ENV12-v1.XLS has electronic compliance forms for envelope provisions as defined in Sections C101,C303, F---1 C402 and Appendix A for Climate Zones 4c/5b and 6b.There are three companion files: LTG12-v1.XLS(Section C405 n lighting, motor, and transformer requirements), MECH12-v1.XLS(Section C403 mechanical systems requirements)and MTR12-v1.XLS(Section C409 metering requirements). Energy Code This form is a compliance aid and is not a substitute for the full energy code text or specific jursidiction compliance requirements. Users should refer to the code text and contact the local jurisdiction for complete information.The full 2012 WSEC code text is available for download from: Commercial https://fortress.wa.gov/qa/apps/SBCC/File.ashx?cid=2670 Provisions Appendix A https://fortress.wa.gov/qa/apps/SBCC/File.ashx?cid=2672 Start-up Open a working copy of this file and be sure to use Save As to save it to a new file name and enable macros. Alternatively,you can save the file as a template in the XLSTART subdirectory in the EXCEL directory, and open new copies with the"File New"menu command. Look for"ENV12-v1". Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the screen- You may visit each form by clicking on its tab. Most calculations are automated.The spaces which display the results of calculations are write-protected and cannot be edited. Save Files Each time you open this file and input information into the forms,you must save it under a new filename of your choosing using File Save As.The original template file cannot be altered.You may also save your own versions of the forms this way. Getting Some forms have two pages(front and back). Both pages are available on screen when you click the tab for a form. Use the scroll bars to find the second page. It is either to the right, below,or sometimes to the right and below the first Around page. Filling All general project information and the date are entered once on"ENV-SUM."This information is automatically Fields replicated on all other ENV forms.The ENV-SUM form accompanies all other ENV forms. Only fillable fields are accessible. If you try to edit any other field,you'll get an error message.You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go, use the mouse.A password is not required to complete these forms. Avoid excessively long text strings when entering information. In some cases,text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page To enter the date, use this format: mm/dd/yyyy. For example,you would enter 7/1/2013 or 12/21/2014. Check boxes can be checked or unchecked by clicking in the box with your mouses. Radio buttons(circles)allow only one in a set to be selected. Drop-down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option.One of the options is a blank. When a form has a space for notes or explanation, click anywhere in the space to edit. Personal- You can personalize the forms with your company name, address, phone, or any other information.This is done by iZing editing the footer in Excel.You can then save the file under a new template name and re-use it again. Adding Many tables,such as for listing envelope assembly types, have a certain number of lines for entering data.There may not always be enough lines for all the entries you need to make. Where this feature is available,you can add additional Lines and lines to the table by selecting the"+"button on the right had side of the table with your mouse. If you can't see it,scroll right(or change the View Zoom setting to 83%). Removing To remove lines that you have added, click on the""button with your mouse. You cannot remove lines that were not added; an error appears if you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Compliance You must select a value for Compliance Path on ENV-SUM(line 12)for this workbook to activate the correct input Path method for Window-to-Wall and Skylight-to-Wall ratios. Occupancy You must select a value for Occupancy Group on ENV-SUM(line 14)for this workbook to display the correct code Group requirements and automatically calculate component preformance target UA. Climate You must select a value for Climate Zone on ENV-SUM(line 16)for this workbook to display the correct code Zone requirements and automatically calculate component preformance target UA. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 R 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1,and >3 story R2&R3 Fenestration The 2012 WSEC uses the terms"fenestration"and"glazing"and the terms'overhead glazing' and"skylight' somewhat interchangably. These forms use fenestration and skylight exclusively. In general, "vertical fenestration"is Vs Glazing equivalent to"vertical glazing"and"skylight'is equivalent to'overhead glazing". Fenestration For projects complying via the Prescriptive Path,enter the vertical fenestration area,gross wall area(includes vertical fenestration, doors,etc),skylight area and gross roof area(includes skylights, mechanical equipment curbs,etc)directly Area into the Vertical Fenestration and Skylight Area input spaces of the ENV-SUM form.The form will calculated the Window- to-Wall and Skylight-to-Roof ratios. For projects complying via the Component Performance Path,the Vertical Fenestration and Sylight Area inputs in the ENV-SUM form are write protected. Enter all applicable envelope information in the ENV-UA form.The resulting window to Window-to-Wall and Skylight-to-Roof ratios will autofill into the ENV-SUM form from the ENV-UA form. Fenestration In the ENV-UA form the Target Area Adjustment Calculations are fully automatic using information you enter for on your project type and your Proposed Areas. Adjusted target areas based of%of fenestration that exceeds the Adjustments prescriptive maximums allowed(30%for vertical fenestration, or 40%if 50%of the conditioned floor area is within the daylight zone, and 5%skylights)will appear in the Target UA column in the ENV-UA form. Refer to Target Area Adjustment form for the supporting calculations. Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts installed under Windows: Arial,Times New Roman, Courier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages individually. By default, only selected forms are printed.To select one or more forms, hold down the Ctrl key and click the tabs of the worksheets you need. Issue the File Print Selected Sheets command.To print the entire set, use File Print Entire Workbook. Clean Forms It is possible to print clean,blank versions of these forms for hand filling.To do so,delete all of the heading information at the beginning of ENV-SUM, select the desired Climate Zone and Occupancy Group, and make sure that all fillable cells in the forms are empty.Then print the clean forms. For each radio button group,there is a button labeled"Clear."Clicking this button will clear the other buttons so that they will print as empty circles. The"Clear"button will not print. Partial Form Forms in a set may not be deleted,because the file is locked, but you need not print all the forms, as explained in Sets "Printing"above. Re-Calcu As this is a large file, it may respond slowly to changes if it is set to automatically re-calculate after every action. To lation set calculation to manual,visit the'Tools-Options-Calculation"menu item. Then manually recalculate using the F9 key. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2&R3 Revised June 2013 Project Info Project Address 1706 E. Front Street Date 10/3/2014 Port Angeles, WA For Building Department Use Applicant Name: Adam Brandenburg Applicant Address: 12131 113th Ave. NE Suite #103, Kirkland WA 98034 Applicant Phone: 509-643-6416 Project Description ❑✓ New Building ❑Addition ❑ Alteration ❑ Change of Occupancy/Conditioning Compliance Path Prescriptive ❑ Component Performance ❑ Total Building Performance Occupancy Group Commercial O Group R(R-1 &>3 story R-2 and R-3) Climate Zone Climate Zone 4c/5b O Climate Zone 6b(See WSEC 301.1 for county list) Vertical Fenestration and Total Vertical Gross Exterior Sk li ht Area Calculation Fenestration Above Grade %Vertical �' g (rough opening) divided by Wall Area times 100 equals Fenestration If complying via the Prescriptive path, 1108 . 0 — 4827 . 0 X 100 ' 23 . 0% provide values for vertical fenestration, skylights,gross walls and roof. If complying via the Component Gross Exterior Performance path, these values are auto- Total Skylight divided by Roof Area times 100 equals %Skylight filled by the ENV-UA form and cannot be edited here. — X 100 = Vertical Com lies Maximum Prescriptive Fenestration p Fenestration Area Skylights 50% Floor Area in DLZ O More than 50%of the floor area in daylight zone per C402.3.1.1 ❑ Project has semi-heated areas as defined per C402.1.4 ❑ Applying wall exception to semi-heated areas 1. To be deemed semi-heated the area is heated but not cooled, and has a max-heating system output capacity between 3.4–8 Btuh/ft2. Refer to C402.1.4 for requirements. Semi-Heated Path 2. Semi-heated spaces shall be documented separately from other conditioned spaces–provide separate compliance forms for each conditioned area type. 3.Semi-heated spaces may comply under the Prescriptive or Component Performance compliance path. 4.Envelope elements separating semi-heated from other conditioned spaces shall comply with thermal envelope requirements for an exterior wall. ❑Walk-in cooler ❑ Walk-in freezer Refrigerated Spaces ❑ Refrigerated Warehouse Cooler ❑Change of Occupancy/Conditioning Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑Commercial ❑Group R1 or>3 story R2/R3 ❑ Refrigerated Space ❑Fully Conditioned ❑ Semi-Heated ❑ Low Energy" ❑Group R2/R3<3 story `Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C 101.5.2 for exemption. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1,and>3 story R2&R: Revised June 2013 Minimum Requirements Use table to determine if project qualifies for the optional q Prescriptive Option. All components must meet the stated for Prescriptive Option requirement. Climate Zone Climate Zone 465b Climate Zone 6b Occupancy Croup All Other Group R ` _. All Other Group R Opaque Elements Insulation-1 VIin. R-Value"f Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building(with R-3.5 R-25+R-11 Ls R-25+R-1 1 Ls R-25+R-11 Ls R-25+R-1 I Ls thermal blocks)a's Attic and Other R-49 R-49 R-49 R-49 Walls,Above-rade Mass R-9.5 c.i.° R-13.3 c.i.` R-11.4 c.i.° R-15.2 c.i.` Metal Building R-13+R-13 c.i. R-13+R-13 c.i. R-13+R-13 c.i. R-19+R-16 c.i. Steel Framed R-13+R-10c.i. R-19+R-8.5 c.i. R-13+R-12.5 c.i. R-19+R-14 c.i. Wood Framed and Other R-21 int R-21 int R-13+R-7.5 c.i.,or R-21 +R-5 c.i. R-21 +R-3.8 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist(per footnote c) R-38+R-10 c.i. R-38+R-10 c.i. R-38+R-10 c.i. R-38.0+R-10 c.i. Wood Framed and Other R-30 R-30 R-38 R-38.0+R-10 c.i. Slab-On-Grade Floors Unheated R-10 for 24 in.(with R-10 for 24 in.(with R-10 for 48 in.(with R-15 for 48 in.(with thermal break) thermal break). thermal break) thermal break) Heated R-10 perimeter& R-10 perimeter& R-10 perimeter& R-10 perimeter& under entire slab under entire slab under entire slab under entire slab Opaque Doors Maximum U-Factor Swinging U-0.37 U-0.37 U-0.37 U-0.37 Roll-up or sliding R-4.75 R-4.75 R-4.75 R-4.75 Fenestration 0-30%of 61'all Assembly Maximum U-factor(NERC Rated) Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.30 U-0.30 Metal framing(fixed) U-0.38 U-0.38 U-0.36 U-0.36 Metal framing(operable) U-0.40 U-0.40 U-0.40 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 ' mFenestration 0-30%of N all AssemblYMaximuSHGC Factor. ' Vertical Fenestration PF<0.2:all orientations-SHGC-0.40 0.2<_PF<0.5:north-SHGC-0.44.all other SHGC-0.48 PF>_0.5:north-SHGC-0.48,all other-SHGC-0.64 Sk lights SHGC-0.35 SHGC-0.35 I SHGC-0.35 SHGC-0.35 For SI: 1 inch.=25.4 mm.ci.=Continuous insulation(see footnote f).NR.=No requirement. LS.=Liner system--A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed,un faced insulation rests on top of the membrane between the purlins. a Assembly descriptions can be found in Chapter 2 and Appendix A. b Where using R-value compliance method,a thermal spacer block shall be provided,otherwise use the U-factor compliance method in Table C402.1.2. c R-5.7ci is allowed to be substituted with concrete block walls complying with ASTM C90,ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally,with ungrouted cores filled with materials having a maximum thermal conductivity of 0.44 Btu-in/h-ft2 EF. d Where heated slabs are below grade,below-grade walls shall comply with the exterior insulation requirements for heated slabs. c Steel floor joist systems shall be insulated to R-38.+R-1 Oci. f For roof,wall or floor assemblies where the proposed assembly has penetrations>0.04%of the area,the assembly is not considered 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 0 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1, and>3 story R2 F Revised June 2013 Project Address 1706 E. Front Street Date 10/03/2014 Occupancy O Commercial O Group R(R1&>3 story R2/R3) O For Building Department Use Climate Zone OO Zone 4c/5b O Zone 6b Prescriptive R-Value Compliance Prescriptive U-Factor/F-Factor Compliance Alternate CI U-Factor Source R-Value (Appendix A or Chapter 3 table,or Opaque Assemblies Cavity Ins. Continuous Ins. (Table C402.2 Assembly approved method of calculating R-Value R-Value Footnote F)1 U-Factor effective U-Factor) Roofs Insulation entirely above deck 30 Metal building' Attic and other Walls,Above Grade Semi-Heatedwoll insulation exception-indicate NA Mass' Metal building Steel-framed Wood-framed'and other 21 Walls,Below Grade Semi-Heatedwall insulation exception-indicate NA Mass Other(define) Floors Over Unconditioned Spaces Mass Joist/framing Steel joists Opaque Doors(<50%glazing) Swinging .' u ,r s n �a tui", .": = 0.37 r Roll-up or sliding el Perimeter or Continuous Ins. Assembly F-Factor Source R-Value Insulation Length6 F-Factor (Appendix A or approved calculation) Slab-on-Grade Floors Unheated slab 10 (Radiantly)heated slab '!¶ ,' h i' r ` tJA ` Note 1-Calculations required to demonstrate the ratio of cross-sectional area of metal penetration through otherwise continuous insulation is between 0.04-0.08% Note 2-Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3-Intermediate framing is required for prescriptive R-Value compliance in wood-framed wall assemblies. Note 4-Proposed Zone 4C/5B non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U- value of 0.104. Note 5-Refer to Table C402.2, Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6-Prescriptive slab-on-grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. Solar Heat Gain Coefficieny(SHGC) U-Factor for Prescriptive Compliance U-Factor Source Projection Factor (NFRC,Appendix A or Chapter 3 Fenestration Multiplier Assembly table, or approved method of Assembly SHGC (if applicable) Adjusted SHGC U-Factor calculating effective U-Factor) Vertical Fenestration Non-metal framing-all Metal framing-fixed 0.4 0.37 Metal framing-operable Metal framing-entrance doors 0.4 0.6 Skylights All types ,ry * ,; Y; , 2012 Washin ton State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 Prescriptive R- Refrigerated Spaces Values Coolers,Walk-in&Warehouse Walls 25 Ceiling 25 Doors 25 Freezers,Walk-in&Warehouse Walls 32 Ceiling 32 Doors 32 Floor 25 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1, and>3 story R2&R3 Revised June 2013 Project Address 106 E. Front Street Date 10/03/2014 Occupancy Group � Commercial � Group R(R-1 &>3 story R-2/R-3) Clear For Building Department Use Climate Zone O Zone 4c/5b O Zone 6b Change in occupancy or space conditioning O Note-Proposed UA may exceed Target UA by 10%per C101.4.4 and C101.4.5 Fenestration Area as%gross exterior AG wall area Max.Target: Skylight Area as%gross exterior roof area Max.Target: 50% Floor Area in DLZ O?50%of the floor area in daylight zone per C402.3.1.1 Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to sheet on the backside of the ENV-SHGC form for this calculation. 2:U-factors shall come from Appendix A,chapter C303, or calculated per approved method as specified in C402.1.2. 3:Refer to ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide source of U-factor, page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) R= ID: R= ID: Above Deck Insulation U-0.034 R= ID: C a R= ID: om R= ID: Metal Building U-0.031 o w, R= ID: R= ID: R= ID: Single raft, attic,other U-0.021 0 R= ID: R= ID: L R= ID: Steel/metal frame U-0.055 R= ID: 0 D R= ID: Q m R= ID: Metal Building U-0.052 2 R= ID: 3 p R= ID: Q o R= ID: Wood Frame,other U-0.054 n R= ID: 0 R= ID: R= ID: Mass Wall U-0.104 R= ID: N R= ID: R= ID: Assumed to be Mass Wall U-0.104 o M @ R= ID: R= ID: N R= ID: m R= ID: Mass Floor U-0.031 N`o R= ID: 0 o R= ID: a) E R= ID: Joist/Framing U-0.029 LL R= ID: F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) R= ID: r R= ID: Slab-On-Grade U-0.54 cc rn c R= ID: 0 R= ID: `—° R= ID: Heated Slab-On-Grade U-0.55 = R= ID: 11al My vs e p4 raY�ioer �ian ,) , ,�C values.e�ans mus�efearly Area UA Area UA Pa ' foo node requirements. Page 1 Subtotal 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 Project Address 1706 E. Front Street Date 10/03/2014 Fenestration Area as%gross exterior wall area Max.Target: For Building Department Use Skylight Area as%gross exterior roof area Max.Target: Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to sheet on the backside of the ENV-SHGC form for this calculation. 2:Provide NFRC or Appendix A U-factor for fenestration assemby(combined frame and glazing performance). 3:Refer to ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide source of U-factor, page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) U= ID: 3 o U= ID: Opaque Swing Doors U-0.37 0 U= ID: Q�, U= ID: o U= ID: Opaque rollup&sliding U-0.37 U= ID: U= ID: a) U= ID: Non-Metal Frame o U= ID: U-0.30 Z U= ID: U= ID: o ' U= ID: Metal frame, Fixed f2 m U= ID: U-0,38 U= ID: a� u_ aU= ID: o U= ID: Metal Frame,Operable U= ID: U-0.40 U= ID: U= ID: 2 U= ID: Metal Entance Door U U= ID: U-0.60 U= ID: Cn U= ID: o, a U= ID: All types T ~ U= ID: U-0.50 Y - Q U= ID: Area UA Area UA Page 2 Subtotal Page 1 Subtotal To comply: Total 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 If vertical fenestration area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Submit TargetAreaAdjustment calculation form withENV-UA and ENV-SHGC forms. VF=vertical fenestration. NW=net above grade wall(excludes fenestration&and doors.) DR=Opaque Doors. Gross Exterior AG Wall Area=VF+NW+DR(excludes below grade) Proposed Areas Above Grade Walls Doors Vertical Fenestration-> VF= '0 Opaque > NW= DR= Gross Exterior Max Vert.Fen.% Maximum Target AG Wall Area (C402.3.1) Vert.Fen.Area X — 100 = total Vertical Delta Vertical 0 Excess Vertical Fenestration Maximum Target Fenestration Fenestration _ greater = Total Vertical Excess Vertical Target Vertical Total Vertical Apply to all Proposed Vertical Fenestration Fenestration Fenestration Fenestration Fenestration Target VF Multiplier Areas to get Target — = Vertical Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Applyto all Proposed A �—JI + Opaque AG Wall Areas to get TargetArea Adjustments Vertical Fenestration Proposed Area Target VF Mult. Target Area non-metal frame X = metal frame,fixed X = metal frame,operable X = metal entrance X — Target areas in shaded AG Wall Proposed Area Target Net Wall Mult. Target Area boxes sha//be used as target areas on ENV-UA. Steel Frame X = Metal Building Wood/Other frame X = Mass X = Sum of target wall and Sum of Proposed Sum of Target vertical fenestration areas shall equal sum of proposed. SHGC Specific Items Proposed Area Target VF Mult. Target Area Non-North Vertical Fenestration PF<0.2 X 0.215PF<0.5 X PF>_0.5 X = SHGC target areas in shaded boxes shall be Non-North Vertical Fenestration entered as target areas PF<0.2 X = on ENV-SHGC 0.25PF<0.5 X PF>_0.5 X 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 ® ® ® , r If skylight area exceeds maximum allowed per C402.3.1,then TargetArea Adjustment of all applicable envelope elements will be calculated bythe complianceform. Submit Target Area Adjustment calculation form withENV-UA and ENV-SHG C forms. SKY=Skylight. NR-net roof(excludes skylight). Gross Exterior Roof Area=SKY+NR. Proposed Areas Skylight(Horizontal Fenestration)-> SKY= Opaque Roof -> NR= Gross Exterior Max Skylight/o Maximum Skylight Roof Area (0402.3.1) Fenestration Area X — 100 = Total Skylight Excess Skylight Area Maximum TarQ TarDelta Skylight Area 0 Area greater = Total Skylight Excess Skylight Target Skylight Area Area Area Total Skylight Area Target SL Multiplier Apply to all Proposed Targek to get tSkylight Area Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. — = Apply to all Proposed +. Opaque Roof Areas to get Target Roof Area Adjustments Skylight Proposed Area Target SL Mult. Target Area All I J X Roof Proposed Area Target Net Wall Mult. Target Area Target areas in shaded boxes shall be used as Insulation Above Deck X — target areas on ENV-UA. Metal Building X Attic/All Others X = Sum of target roof and Sum of Proposed Sum of Target J skylight areas shallequal sum of proposed. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2&R3 Revised June 2013 Project Address 1706 E. Front Street Date 10/03/2014 For Building Department Use Fenestration Area as%gross exterior wall area 23.0% Prop Max.Target Skylight Area as%gross exterior roof area Prop Max.Target To comply the Proposed total SHGC x A for all fenestration(vertical& skylights)shall not exceed Target total SHGC x A. Skylights Proposed SHGC Target SHGC Provide SHGC source(NFRC or default),page/plan#of detail&ID SHGC x Area(A) =SHGC x SHGC x Area(A)= SHGC x A ID: ID: SHGC 0.35 ID: ID: ID: Note:Compliance is based upon combined skylight and Totals Totals vertical fenestration performance. I L All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide SHGC source(NFRC or default),page/plan# PF SHGC' x Area(A)=SHGC x PF SHGC x Area(A)= SHGC x A of detail and ID Category ID: 0 PF<0.2 0.40 ID: 0 0.25PF<0.5, 0.48 ID: 0 PF>_0.5 1 0.64 ID: 0 ++If projection factor(PF)credits are ID: 0 applied to the proposed design, Target ID: 0 SHGC will sum fenestration area by PF category. ID: 0 ID: 0 ID: 0 ID: 0 +If projection factor credit is applied, then vertical Totals Totals fenestration must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. "Note:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration+ Proposed SHI Target SHGC++ Provide SHGC source(NFRC or default),page/plan# PF­ SHGC* x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A of detail and ID Category ID: 0 PF<0.2 0.40 ID: 0.40 0.2:5PF<0.5 0.44 ID: 0 PF?0.5 1 0.48 ID: o ++If projection factor(PF)credits are applied ID: 0 to the proposed design, Target SHGC will ID: 0 sum fenestration area by PF category. North Total Area SHGC x A Area SHGC x A To comply proposed total SHGC x A shall not exceed Target total Grand Grand SHGC x A. Total Total 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 ® ® e o 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Commercial Provision Chapters 1 -4 of the 2012 Washington State Energy Code apply to all commercial occupancies, R-2 and R-3 occupanies greater than 3 stories above grade, and R-1 occupancy(all building heights). Intro This file, LGT12-v1.XLS, has electronic compliance forms for lighting provisions as defined in Sections C101 and C405.There are three companion files: ENV12-v1.XLS(Section C402 envelope requirements), MECH12-v1.XLS (Section C403 mechanical systems requirements)and MTR12-v1.XLS(Section C409 metering requirements). Energy This form is a compliance aid and is not a substitute for the full energy code text or specific jursidiction compliance Code requirements. Users should refer to the code text and contact the local jurisdiction for complete information.The full 2012 WSEC code text is available for download from: Commercial https://fortress.wa.gov/qa/apps/SBCC/File.ashx?cid=2670 Provisions Appendix A tttps://fortress.wa.gov/qa/apps/SBCC/File.ashx?cid=2672 Start-up Open a working copy of this file and be sure to use Save As to save it to a new file name and enable macros. Alternatively,you can save the file as a template in the XLSTART subdirectory in the EXCEL directory,and open new copies with the"File New"menu command. Look for"LTG12-v1". Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the screen. You may visit each form by clicking on its tab. Most calculations are automated.The spaces which display the results of calculations are write-protected and cannot be edited. Save Files Each time you open this file and input information into the forms,you must save it under a new filename of your choosing using File Save As.The original template file cannot be altered.You may also save your own versions of the forms this way. Getting Some forms have two pages(front and back). Both pages are available on screen when you click the tab for a form. Use the scroll bars to find the second page. It is either to the right,below,or sometimes to the right and below the first Around page. Filling All general project information and the date are entered once on"LTG-SUM."This information is automatically Fields replicated on all other LTG forms.The LTG-SUM form accompanies all other LTG forms. Only Tillable fields are accessible. If you try to edit any other field,you'll get an error message.You may use the TAB key to move to the next Tillable field. If the TAB doesn't take you where you want to go,use the mouse.A password is not required to complete these forms. Avoid excessively long text strings when entering information. In some cases,text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page To enter the date,use this format:mm/dd/yyyy. For example,you would enter 711/2013 or 12/21/2014. Check boxes can be checked or unchecked by clicking in the box with your mouse. Radio buttons(circles)allow only one in a set to be selected. Drop-down lists have an arrow at the right side of the space.Click the arrow with your mouse and select the appropriate option.One of the options is a blank. When a form has a space for notes or explanation,click anywhere in the space to edit. Personal- You can personalize the forms with your company name,address, phone,or any other information.This is done by izing editing the footer in Excel.You can then save the file under a new template name and re-use it again. Adding Many tables, such as for listing envelope assembly types, have a certain number of lines for entering data.There may not always be enough lines for all the entries you need to make. Where this feature is available,you can add additional Lines and lines to the table by selecting the'Y'button on the right had side of the table with your mouse. If you can't see it,scroll right(or change the View Zoom setting). Removing To remove lines that you have added,click on the""button with your mouse. You cannot remove lines that were not added;an error appears if you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Complianc You must select a value for Interior Lighting Compliance Option on LTG-SUM(line 14)for this workbook to allow access to the correct form for Lighting Power Density calculations(LTG-INT-BLD Building Area Method or LTG-INT- e Option SPACE Space-By-Space method). Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts installed under Windows: Arial,Times New Roman,Courier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages individually. By default,only selected forms are printed.To select one or more forms,hold down the Ctrl key and click the tabs of the worksheets you need. Issue the File Print Selected Sheets command.To print the entire set, use File Print Entire Workbook. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and> 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Clean It is possible to print clean, blank versions of these forms for hand filling.To do so,delete all of the heading information at the beginning of LTG-SUM,select the desired Lighting Compliance Path and Interior Lighting Compliance Forms Option,and on LTG-EXT select the desired Lighting Zone and Compliance Option. Make sure that all Tillable cells in the forms are empty.Then print the clean forms. For each radio button group,there is a button labeled"Clear."Clicking this button will clear the other buttons so that they will print as empty circles. The"Clear"button will not print. Partial Forms in a set may not be deleted, because the file is locked,but you need not print all the forms,as explained in Form Sets 'Printing"above. Re-Calcu As this is a large file,it may respond slowly to changes if it is set to automatically re-calculate after every action. To lation set calculation to manual,visit the"Tools-Options-Calculation"menu item. Then manually recalculate using the F9 key. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 11 1,11 Oil 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 1706 E. Front Street Date 4/24/2014 Port Angeles, WA For Building Department Use Applicant Name: Adam Brandenburg Applicant Address: 12131 113th Ave. NE Suite #103 Kirkland, WA Applicant Phone: 509-643-6416 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance (0)Lighting Power Density Calculations ❑ Total Building Performance Path (If Total Building Performance then only LGT-CHK is required.) Interior Lighting ❑ Building Area Method Space-by-space Method Compliance Option Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area or Change of Space Use area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form. Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form. Document maximum allowed and proposed(including existing)lighting wattage of project scope ❑ Less than 60%of luminaires in space replaced Provide Space-by-space Method(LTG-INT-SPACE)Compliance Form. Document existing total wattage in space and proposed (including existing)lighting wattage of project scope ❑ Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1), occupancy sensors(C405.2.2.2), daylight zone controls(C405.2.2.3),specific application controls(C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls(C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured-luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 1706 E. Front Street Date 4/24/2014 Port Angeles, WA For Building Department Use Applicant Name: Adam Brandonburg Maximum Allowed Lighting Wattage Location(plan#, Allowed Gross Interior Watts Allowed room#,or ALL) Space Type* Watts per ft2 Area in ft2 (watts/ft2 x area) Dining area: Family dining area 0.89 2757 2454 Food preparation 0.99 2201 2179 Office - Enclosed 1.11 83 92 None Atrium** Enter Height: Retail Display Allowance from LGT-INT-DISPLAY _ Select Table C405.5.2(2)category from drop down menu. Area Allowed-Watts "For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., Total 5041 4725 above 40 feet is 0.02 W/ft.ht. Proposed Lighting Wattage Location(plan#, Fixture Description Number of Watts/ Watts room#,or ALL) (Include exempt equipment per Note 3) Fixtures Fixture Proposed Support F2, LED lay in 2x4 24 52 1248 Support F7, LED lay in 1x4 3 30 90 Toilet/Dining/se F12, 6" LED recessed Downlight 66 13 858 rver line Dining F12B, 6" LED recessed Downlight Black trim 8 13 104 Dining Fll, 6" LED Directional Downlight 3 12 36 Dining F10, 6" LED dual head downlight 4 24 96 Dining F14, LED Linear. Pendant 1 18 18 Dining F14A, LED. Pendant 2 16 32 Dining F14B, Compact Fluor. Pendant 3 8 24 Playplace/Dining F27, LED hiogh bay 4 139 556` Retail Display Lighting from LGT-INT-DISPLAY / Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 30 62 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type(e.g. T-8), number of lamps in the fixture, and ballast type(if included). For track lighting, list the length of the track(in feet)in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 1706 E. Front Street Date 4/24/2014 Port Angeles, WA For Building Department Use Applicant Name: Adam Brandonburg Maximum Allowed Display bighting Wattage Location(plan#, Allowed Gross Interior Watts Allowed room#,or ALL) Space Type' Watts per ft2*" Area in ft2 (watts/ft2 x area) Only areas within retail sales areas that contain separately controlled display Area Area Watts light may be entered per Table C405.5.2(2)footnoteA. Total '*From Table C405.5.2(2)footnote A. Display Allowance 0 Proposed Display bighting Wattage Only separately controlled display fixtures complying with C405.5.2(2)footnote A may entered here Location(plan#, Number of Watts/ Watts room#,or ALL) Display Fixture Description Fixtures Fixture Proposed Total Proposed Watts Notes: 1. Forproposed Display Fixture Description, indicate fixture type, lamp type(e.g. T-8), number of lamps in the fixture, and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 2. For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3.List all display fixtures. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address i�oa E. Front Street Date 4/24/2014 Port Angeles, wA For Building Department Use Applicant Name: Adam Brandonburg Do Not Enter Lighting Here. Use LTG-INT-SPACE Location(plan#, Ilowed Gross Interior Watts Allowed Building Area room#,or ALL) Area Description Watts per ftz* Area in ftZ (watts/ft2 x area) *Lighting Power Allowances per Table C405.5.2(1) Total Do Not Enter Lighting Here. Use LTG-] Location(plan#, Fixture Description Number of Watts/ Watts Building Area room#,or ALL) (Include exempt equipment per Note 5) Fixtures Fixture Proposed Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type(e.g. T-8), number of lamps in the fixture, and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 • e s 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Proj Addres 1706 E. Front Street Date 4/24/2014 Port Angeles, WA For Building Department Use Name: Adam Brandonburg Appl. Name 12131 113th Ave. NE Suite #103 Kirkland, WA Appl.PhonE 509-643-6416 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Lighting Zone ❑ Zone 1 Zone 2 O Zone 3 O Zone 4 (as specified by Jurisdiction) Compliance Option O Lighting Power Density Calculations O Total Building Performance Building Grounds ❑Efficacy>60 lumensAN ❑ Controlled by motion sensor (luminaires> 100 Watts) ❑ Exemption(list) Alteration Exceptions ❑No changes are being made to the exterior lighting (check appropriate box-sec. CIO 1.4.3.1) ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls(C405.2.4)and commissioning of lighting controls per C405.13 Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Allowed alts Area(ft2),perimeter Allowed Watts Tradable Surfaces Description per ft2 or per If (If)or#of items x ft2(or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Allowed Watts Area(ft),perimeter Allowed Watts Non-Tradable Surfaces Description per ft2 or per If (If)or#of items x ft2(or x If) Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Total excess Non-Tradable watts: surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Site Allowance Balance: 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Address 1706 E. Front Street Date 4/24/2014 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) I Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section C405.2) I E2.0, Yes C405.2.1 Manual lighting Lighting control schedule with type,locations served,50% E2.1, controls lighting reduction method E4.1 Yes Lighting systems automatic shut-off capability-indicate E2.0, C405.2.2.1 Automatic time method and location served on plans. Note locations where E2.1, switch controls automatic shutoff is provided by other method(occupancy E4.1 sensor,daylight controls,etc) Yes Schedule with locations served-no single override switch E2.0, Override switching exceeds an area of 5,000 SF E2.1 Yes E2.0, C405.2.2.2 Occupancy sensors Schedule of locations served E2.1, E2.0, C405.2.2.3 Daylight zones E2.1, E4.1 Yes Vertical fenestration Primary and secondary daylight zone areas indicated on E2. 0 plans E4.1 N.A. Skylights Skylight daylight zone areas indicated on plans Yes 405.2.2.3. Daylight zone Lighting control schedule with dimming method and locations E2.1, controls served-no single daylight control zone exceeds 2,500 SF Yes Specific application lighting controls are independent of E2.0, C405.2.3 Specific application general area lighting and controls for other lighting E2.1, controls applications E4.1 Yes Means of egress Lighting control schedule with method and locations served. E2.0, lighting Note luminaires that function as both normal and egress. E2.1 N.A. Display lighting Lighting control schedule with type and locations served N.A. Accent lighting Lighting control schedule with type and locations served N•A• Hotel/motel guest Lighting control schedule with type and locations served rooms N.A. Supplemental task lighting Lighting control schedule with type and locations served N.A. Non-exempt lighting Lighting control schedule with type,applications served and equipment locations Non-exempt lighting Lighting control schedule with type,applications served and equipment locations C405.2.4Exterior lighting Lighting control schedule with type,features and location E4.1 controls served INTERIOR LIGHTING POWER Section C405.5 Yes C405.5.1 Total connected Schedule with fixture types, lamps,ballasts,watts per fixture E2.1, lighting power N.A. Space exceptions Space exceptions taken noted on plans or compliance form N.A. Lighting equipment Equipment exceptions taken noted on plans or compliance exceptions form Yes C405.5.2 Lighting power calculations No Building Area Compliance form completed—proposed wattage per building Method area does not exceed maximum allowed wattage Yes Space-By-Space Compliance form completed—total proposed wattage does Method not exceed maximum allowed wattage Yes C405.4 I Exit signs All internally illuminated exits sign are<5 watts per side EXTERIOR LIGHTING POWER Section C405.6 C405.6.2 Total connected Schedule with fixture types, lamps,ballasts,watts per fixture lighting power Exterior application Exterior application exceptions taken noted on plans or exceptions compliance form 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 72012Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 dress 1706 E. Front Street Date 4/24/2014 The following information is necessary to check a permit application for compliance with the lighting, motor,and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no,n.a.) Section Component Information Required on Plans Notes Lighting power Compliance form completed—proposed wattage for exterior calculations lighting plus base site allowed does not exceed max.allowed C405.6.1Exterior building Schedule with fixture types, lamps, ballasts,watts per fixture; grounds lighting lumens per watt for fixtures> 100 watts ELECTRICAL POWER SYSTEMS Sections C405.7 ,C405.9, C405.12, C409.2.1 Yes Electrical energy C409.2.1 consumption—whole Meters provided for whole building electric energy usage E4.2 building N.A. Electrical energy C405.7 consumption— Individual dwelling unit electricity meters provided dwelling units N.A. C405.9 Transformers Indicate transformer size and efficiency on plans N.A. Variable speed C405.12.1 escalators and Variable speed controls provided moving walks N.A. Variable frequency regenerative drives provided for C405.12.2 Regenerative drives escalators COMMISSIONING Sections C405.13, C408.3, C409.4.4 N.A. C405.13 Commissioning Commissioning procedure developed for all applicable systems N.A. C40&3 Lighting controls Commissioning plan and functional test procedure developed N.A. Electrical energy C409.4.4 consumption meters Commissioning plan and functional test procedure developed N.A. Escalators&moving walks Commissioning plan and functional test procedure developed If"no" is circled for any question, provide explanation: 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1, and>3 story R2 and R3 Revised June 2013 Project Info Project Address 1706 E. Front Street Date 10/3/204 Port Angeles, WA For Building Dept. Use Applicant Name: Adam Brandenburg Applicant Address: 12131 113th Ave. NE Suite #103, Kirkland WA 980 Applicant Phone: 509.643.6416 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning provisions per Section C408. Compliance Option ❑Simple System 0 Complex System ❑Systems Analysis Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Equip Capacity2 OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N RTU-1 RTU TRANE THD180 195300 1600 12 YES NO RTU-2 RTU TRANE THCO47 52700 400 18 YES NO RTU-3 RTU TRANE THD150 158100 1400 12 YE$ NO RTU-4 RTU TRANE THC090 96000 550 12 YES NO Heating Equipment Schedule Equip. Equip Capacity2 OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency' Recovery Y/N RTU-1 RTU TRANE THD180 153625 1600 153625 122900 (80/100 NO RTU-2 RTU TRANE THC047 51212 400 51212 40970 (80/100 NO RTU-3 RTU TRANE THD150 172865 1400 172885 138308 (80/100 NO RTU-4 RTU TRANE THC090 115225 550 92180 (80/100 NO Fan E ui ment Schedule Equip. Equip ID Type Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service EF-1 EF GREENHECK CUE162HP-VG7-MCD 1475 1.52 0.61 CV KITCHEN EF-2 EF GREENHECK CUE-142HP-VG5-MCD 720 0.79 0.19 CV KITCHEN EF-3 EF GREENHECK CUE-142HP-VG5-MCD 600 0.99 0.18 CV KITCHEN EF-4 EF GREENHECK G-099-VG4X-QD 400 0.50 0.07 CV RESTROOMS EF-5 EF GREENHECK SP-A90 75 0.20 - CV JANITOR'S CLOSET , TF-1 EF GREENHECK SP-A125 100 0.20 - CV COMPUTER CLOSET Service Water Heating Equipment Schedule Equip, Equip Input Sub- ID Type Brand Name' Model No.' Capacity Category EF7 Location of Service WH-1 WH A.O. SMITH DRE-120-54 119 95.00 SUPPORT AREA If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP, HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV), or variable speed(VS). 6 Economizer exception number per 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised.lune 2013 Project Address 1706 E.Front Street Date 10/3/204 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE:Define print area in Excel prior to printing MECH-CHK pages. Applicability Location on Building Department (yes,no,na) Code Section Code Provision Information Required Plans Notes GENERAL PROVISIONS Equipment Sizing&Performance YES C403.2.1 Load calculations Load calculations performed per ASHRAE Std 183 or equivalent per Chapter 3 YES C403.2.2 Equipment and system Output capacity of heating and cooling equipment and systems do not M1.2 sizing exceed calculated loads,note exceptions taken YES C403.2.5 Minimum ventilation Ventilation(natural or mechanical)provided per IMC;indicate mechanical M1.2 ventilation is capable of being reduced to minimum requirement per IMC C403.2.3& Equipment minimum Provide equipment schedules or complete MECH-SUM tables with type, C403.2.3.2& efficiency capacity,efficiency,test standard(or other efficiency source)for all YES C403.2.12.1 mechanical equipment M4.1 YES C403.2.13 Electric motor efficiency Provide equipment schedule with hp,rpm,efficiency for all motors,note M4.1 except. C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table YES C403.2.10.1 1 C403.2.10.3 Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency YES &C403.2.13 req. C403.2.3 Maximum air cooled chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit N.A. capacity C403.2.1 Non-standard water-cooled Full-load and NPLV values for water-cooled centrifugal chiller adjusted for N.A. chillers non-standard operational conditions C403.2.12.1. Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s)meet efficiency N.A. towers requirements for axial fan open circuit cooling towers C403.2.3 Forced air furnace and unit Indicate intermittent ignition or IID,flue/draft damper&jacket loss YES heaters M4.1 N.A. heating/cooling/coolin C403.2.3.3 ecacka Packaged electric List equipment required to be heat pumps on schedule ElPackaged e ui ment g YES C403.2.3.4 Humidification Indicate method of humidification(note requirements for systems with M4.1 economizer HVAC System Controls&Criteria YES C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans,including M1.2 perimeter systems C403.2.4.1.1 Heat pump supplementary Indicate staged heating(compression/supplemental)&outdoor lock-out N.A. heat tem YES C403.2.4.2 Setpoint overlap(deadband) Indicate 5°F deadband minimum for systems controlling both heating& E4.0 cooling YES C403.2.4.3 Automatic setback and Indicate zone t-stat controls with required automatic setback&manual E4.0 shutdown override YES C403.2.4.3.3 Automatic(optimum)start Indicate system controls that adjust equip start time to match load M 1.0 conditions N.A. C402.4.5.2& Dampers Indicate location of OSA,exhaust,relief and return air dampers,include C403.2.4.4 AMCA rated leakage and control type motorized or gravity;note exceptions N.A. C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls N.A. C403.2.4.5 Snow melt systems Indicate shut-off controls based on outdoor conditions M4.1 C403.2.4.6 Combustion heating YES equipment Indicate modulating or staged control N.A. C403.2.4.7 Group R1 hotel/motel Indicate method for guest room automatic setback&set-up of 5°F minimum systems C403.2.4.8/ Group R2/R3 dwelling unit Indicate 5-2 programmable thermostats in primary spaces with minimum of N.A. systems two setbackperiods;note exceptions taken C403.2.5.1 Demand controlled Indicate high-occupancy spaces and systems requiring DCV N.A. ventilation C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy-based system control and method,or N.A. alternate means provided to automatically reduce OSA when partial) Enclosed loading Indicate enclosed loading dock and enclosed parking garage ventilation C403.2.5.3 dock/parking garage system activation and control method N.A. ventilation y YES C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air;indicate make-up air source M1.0 and conditioning method Indicate lab exhaust systems requiring heat recovery,method&efficiency; C403.2.5.4.2 Laboratory exhaust systems or alternative method taken(VAV,semi-conditioned makeup,or CERM N.A. calculation C403.2.6.1 Energy recovery- Indicate ventilation systems requiring ER,method&efficiency;note N.A. ventilation systems exceptions C403.2.6.2 Energy recovery- Indicate on-site steam heatingsystems requiring energy recovery N.A. condensates stems y q g gy ry C403.2.6.3 Energy recovery- Indicate remote refrig.condensers requiring ER and use of captured energy N.A. condensers stems o s 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Address 1706 E.Front Street Date 10/3/204 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE:Define print area in Excel prior to printing MECH-CHK pages. Applicability Code Section Code Provision Information Required Location Building Department (yes,no,na)11 1 1 1 on Plans Notes GENERAL PROVISIONS,CONTINUED HVAC System Controls&Criteria,Continued C403.2.12 Variable flow control- Indicate fan&pump motors requiring VF control&method(VSD or equiv N.A. fans/pumps controls C403.2.12.1 Variable flow control- Indicate cooling tower fans requiring variable flow control and method N.A. cooling towers C403.2.12.2 Large volume fan systems Indicate fan systems requiring airflow reduction based on heating and N.A. cooling demand;or exception taken C403.2.12.2 Single zone AC systems Indicate method of cooling demand-based fan control for sys.>110,000 N.A. I btuh N.AC403.2.4.10 DDC system capabilities Identify all DDC system input/output control points and indicate capability for trending and demand res onse set oint adiustment Ducting Systems C403.2.7.1 & Indicate all ductwork constructed and sealed per IMC,C402 leakage YES C403.2.7.3 Duct construction requirements and IBC vapor retarder requirements M4.0 YES 403.2.7.3.1 Duct pressureclassifications Identify location of low,medium and high pressure ductwork on plans M4.0 C403.2.7.3.3 High pressure duct leakage Indicate high pressure duct leakage testing requirements on plans;provide N.A. test test results to jurisdiction when completed YES C403.2.7.1/ Duct insulation Indicate R-value of insulation on ductwork M4.0 Piping Systems YES C403.2.8 Piping insulation Indicate R-value of insulation on piping M4.0 YES C403.2.8.1 Piping insulation exposed to Indicate method of protection from damage/degredation weather M4.0 SIMPLE SYSTEMS Qualifying Systems C403.3 Qualifying single zone Verify unitary or packaged equipment does not exceed capacity limits,does N.A. systems not have active humidifcation or simultaneous heating/cooling C403.3 Qualifying 2-pipe heating Verify 2-pipe heating-only system does not exceed capacity limits N.A. systems N.A. C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers N.A. C403.3.1 Air economizer required Indicate cooling systems requiring economizer controls;note in equip sched. N.A. C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100%OSA,or exception C403.3.1.1.3 Air economizer high limit Indicate high limit shut-off control method per Table C403.3.1.1.3(2) N.A. controls C403.1.1.2 Integrated air economizer Indicate capability for partial air economizer operation for systems with N.A. operation ca acit >65,000 btuh N.A. C403.3.1 Air economizer exceptions Indicate eligible exception(s)taken and provisions to comply with exce tion s COMPLEX SYSTEMS Complex System Economizers C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls;note in equip M4.1 YES sched. C403.4.1.4 Economizer heating system Verify control method of HVAC systems with economizers does not YES impact increase building heating energy usage during normal operation M1.0 YES C403.4.1.3 Integrated economizer Indicate capability for partial economizer operation for air or water econo M1.0 operation systems Moved Water economizer capacity Indicate water econo capable of 100%cooling capacity at 50°F db/45°F wb N.A. OSA C403.4.1.2 Water economizer Indicate precooling coils and heat exchangers do not exceed pressure drop N.A. maximum pressure drop limit N.A. C403.3.1 Air economizer exceptions Indicate eligible exception(s)taken and provisions to comply with exce tion s mOftft Plains m ag, d of 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Address 1706 E.Front Street Date 10/3/204 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE:Define print area in Excel prior to printing MECH-CHK pages. Applicability Code Section Code Provision Information Required Location Building Department (yes,no,na) I I on Plans Notes COMPLEX SYSTEMS,CONTINUED Specific System Requirements C403.4.2& Variable flow control-fans Indicate fans requiring variable flow control and method N.A. C403.2.12 q g C403.4.2.1 VAV fan static pressure Indicate sensor locations on plans,include at least one sensor per major N.A. sensors duct branch C403.4.2.2 VAV fan static pressure Indicate fan system static pressure setpoint based on zone requiring most N.A. setpoint pressure VAV systems serving multi- Indicate supply air systems serving multiple zones that are required to be C403.4.5 VAV,method of primary air control,and zones served,note exceptions N.A. zones taken N.A. C403.4.5.4 VAV system supply air reset Indicate controls that automatically reset supply air temp in response to oads C403.4 Large capacity cooling Indicate method of multi-stage or variable control for building cooling N.A. systems system capacity>300 tons N.A. C403.4.7 Hot gas bypass limitation Indicate cooling equipment unloading or capacity modulation method C403.4.3 Large capacity boiler Indicate multi-stage or modulating burner for single boilers>500,000 btuh N.A. systems N.A. C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403.4.3.5 Chiller/boiler plant pump Indicate capability to automatically reduce overall plant flow and shut-off N.A. isolation flow through chillers&boilers when not in use C403.4.2& Variable flow control- Indicate pumps requiring variable flow control&method N.A. C403.4.3.6 pumps C403.2.12.1 Variable flow control- Indicate cooling tower fans requiring variable flow control and method N.A. &C403.4.4 cooling towers C403.4.3.4 Hydropic system part load reset supply water tem AND reduce flow b >50%fors stems>300,000 N.A. controls ppy p y- y C403.4.3.2 Two-pipe changeover Indicate deadband,heating/cooling mode scheduling and changeover N.A. systems temperature range C403.4.3.3.1 Water loop heat pump- Indicate capability of central equipment to provide min.20°F water supply N.A. deadband temp deadband between heat rejection and heat addition.modes C403.4.3.3 Water loop heat pump- Provide heat exchanger that separates cooling tower and heat pump loop N.A. heat rejection in Climate Zone 5 Water loop heat pump- Indicate 2-way isolation valve on each heat pump and variable flow control N.Q. C403.4.3.3.3 isolation fors stems with total pump power>10 h C403.4.6 Condenser water heat Indicate system provided to pre-heat service water and efficiency N.A. recovery C403.5 Cooler/freezer-anti-sweat Indicate w/sf&control method for walk-in cooler/freezer door anti-sweat N.A. heaters heaters C403.5/6 Cooler/freezer-evaporator Indicate motor t e for eva orator and condenser fans<1 h YES and condenser fans yp p p K1.2 SERVICE WATER HEATING Service Water Systems Water-heating equip min. Provide equipment schedule or complete MECH-SUM table with type, YES C404.2 efficiency ca acit ,efficiency,test standard or other efficient source P4.1 YES C404.3 Temperature controls Indicate temperature controls have required setpoint capability P3.0 YES C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply& P3.0 discharge C404.5 Insulation under water Indicate R-10 insulation under tank N.A. heater YES C404.6 Service water piping Indicate R-value of insulation on piping,note exceptions taken P4.0 insulation C404.7/g Circulation systems and Indicate shut-off capability based on occupancy and periods of limited YES heat trace shut-off demand P3.0 C404.9 Group R-2 service hot water Indicate method of usage metering for dwell.units served by central HW N.A. meters system Pools&In-Ground Permanently Installed Spas Pool heating equip min. Provide equipment schedule or complete MECH-SUM table with type, N.A. C404.10.1 efficiency capacity,efficiency,test standard(or other eff.source);heat pump heaters _4 COP C404.10.1/2 Pool heater on/off controls Indicate automatic on/off control based on scheduling&accessible on/off N.A. switch on heater that operates independent of thermostat setting;or N.A. C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required N.A. C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pools heated to>90°F C404.10.4 Heat recovery Indicate method,exhaust air temperature reduction and recovered energy LN A. use 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 R3 © ® Q ® D M.o 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2&R3 Revised June 2013 Project Address 106 E. Front Street Date 10/3/2014 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. Applicability Code Location Building Department (yes,no,na) Section Component Information Required on Plans Notes SCOPE (Section C101) N.A. C101.5.2 Low energy spaces Low energy(unconditioned)spaces identified on plans N.A. C101.5.2.1 Semi-heated spaces Semi-heated spaces identified on plans /C402.1.4 C402.5/ Walk-in and refrigerated A1.0/x1. Yes C402.6 warehouse coolers and Cooler and freezer spaces identified on plans 0 Yes C101.4.6 Mixed occupancy Spaces with different occupancy requirements identified on plans T1.0 N.A. C101.4.41 Change in Existing building spaces undergoing change identified on plans C101.4.5 occupancy/space ENVELOPE PROVISIONS Yes C303.1 Insulation identification Identification mark to be applied to all insulation materials specs Yes C303.1.3/ Fenestration product ratit Fenestration products labeled with rated U-factor,SHGC,VT,leakage rating specs C402.4.3 _ Yes General installation ndicate installation method,densities and clearances to achieve intended R-value of A5.3 all insulation materials Yes C402.2.1 Roof assembly insulation Indicate R-value on roof sections for attics and other roofs, Indicate clearances for attic insulation, Indicate baffles if eave vents installed; Indicate face stapling of faced batts Yes C402.2.3 Above/below grade wall Indicate R-value and framing material on wall sections; A5.0 insulation Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose-fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary Yes C402.5/ Walk-in and refrigerated warehouse coolers and Indicate R-values for walls,ceilings,doors and floors in sections x1.0- C402.6 freezer insulation x2.1 Yes C402.2.7 Opaque doors(<50% Indicate rated U-factor(swinging)or R-value(roll-up/sliding)on wall sections A6.0 glazing)N.A. C402.2.5 Floor over outdoor or Indicate R-value on floor sections, unconditioned space Indicate substantial contact with surface, insulation Indicate that insulation does not block airflow through foundation vents. Yes C402.2.6 Slab-on-grade floor Indicate R-value on wall section or foundation detail; A5.0 insulation Indicate slab insulation extends down vertically required distance from top; Indicate above grade exterior insulation is protected No C402.2.6 Radiantly heated slab- Indicate R-value on wall section or foundation detail; on-grade floor insulation Indicate slab insulation to full slab depth and under entire slab; Indicate above grade exterior insulation is protected N.A. C402.2.8 Thermal radiation systerr Indicate insulation of panels,U-bend/headers&floor structure is min.R-3.5 Yes C402.3.1 Vertical fenestration max Provide calculation of vertical fenestration area as%of gross wall area A2.1 N.A. C402.3.1.2 Skylight maximum area Provide calculation of skylight area as%of gross roof area Yes ap Daylighting zone Provide calculation of%of overall conditioned floor area in daylight zone Def Yes C402.3.3 U-factors and SHGC for Indicate U-factors and SHGC values in fenestration schedules; A5.0 vertical fenestration, Provide area-weighted calculations as necessary, glazed entrance doors Indicate if values are NFRC or default,if default then specify frame type,glazing and skylights layers,gapwidth,low-e coatings,gas filling Yes C402.3.3/ Permanent shading provide projection factor calculations for North and Non-North orientations C402.3.3.1 devices AIR LEAKAGE Yes 0402.4.1.2.1 Air barrier materials Indicate ASTM E2178 rated materials used to provide air barrier on plans N.A. C402.4.1.1 Air barrier construction Indicate location of continuous air barrier on plans, specs /C402.4.2 and sealing Provide details for all joints,transitions in materials,penetrations in air barrier and note method of sealing caulked,gasketed,or other approved method - A5.3 C402.4.3/ Fenestration,door and Indicate air leakage rating and/or method of sealing for all fenestration,doors and Yes C402.4.4 access opening leaks a access o enin sin schedules specs Yes C402.4.8 Recessed lighting Indicate IC rating of fixtures in lighting equipment schedule; specs fixtures Indicate method of sealing between housing and wall or ceiling in plans Yes C402.4.5.1 Stairway and shaft vents Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in equipment schedules Yes Outdoor air intakes and Indicate locations of all outside air intakes and exhausts; 1 C402.4.5.2 exhausts Provide leakage rating of dampers and identify whether motorized or gravity in e ui ment schedules N.A. C402.4.6 Loading dock seals Indicate weatherseal at cargo and loading dock doors Yes C402.4.7 Vestibules Indicate locations and dimensions of vestibules in plans; Al.0 For unconditioned vestibles,indicate which wall assembly(interior or exterior) insulated to exterior wall requirements 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1,and>3 story R2 R3 Yes 402.4.1.2. Air barrier building test Indicate air barrier test method conducted in accordance with ASTM E779, specs Submit results of air barrier test to jurisdiction,including leakage rating. If test results exceed 0.40 cfm/ft2 at 0.3 in.w.g.,inspect air barrier and seal noted sources of leakage Submit report to jurisdiction of corrective sealing measures taken If"no"is shown for any question,provide explanation: FIRE-RELATED PERMIT APPLICATIONCITY OF PORT ANGELES For City Use Only: =- Attn: Building Permit Technician Date Received — 321 E. Fifth St., Port Angeles, WA 98362 Permit# (360) 417-4815 fax (360) 417-4711 Applicant Phone Property Owner Phone -iz-s_ztiz_ zc4c;i Property Owner's Address Contractor Phone Contractor's Address License # Expires E-mail PROJECT ADDRESS Project Business Name Fire Alarm System ❑ Residential ❑ Multi-family ❑ Commercial ❑ Industrial r Check all that apply Briefly describe the project: ❑ One addressable loop ❑ One zone ❑ Additional zones List quantity of additional zones PROJECT VALUATION(labor& materials) $ Fire Sprinkler System ❑ Residential ❑ Multi-family u Commercial ❑ Industrial Check all that apply Briefly describe the project: Installing backflow protection device(s)? `0 yes ❑ no <2 inch water line (list quantity of devices) >2 inch water line (list quantity of devices) PROJECT VALUATION(labor& materials) $ Hood/ Duct Fire Suppression System ❑ Residential ❑ Multi-family IACommercial ❑ Industrial Check all that apply Briefly describe the project: Will only the fire suppression system be installed or altered? ❑ yes ❑ no c'tA Will a hood and/or ductwork be installed or altered? ❑ yes* ❑ no * If yes, a mechanical permit will also be needed. eXa-; � PROJECT VALUATION (labor& materials) $ 1 have read and completed this application and know it to be true and correct. /am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date\\ lzoi-t Print Name��SS T:Forms/Building/Fire-related permit application CITY Ur' PURI ANGELES 321 E 5TH STREET PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/24/16 Parcel Number . . . . . 06-30-00-1-0-1300-0000- Property Address . . . 1706 E FRONT ST PORT ANGELES WA 98362 Subdivision Name . . . Legal Description . . . PT TX#8498 (N 2A N OF HWY) & E XC EASE SUB LOT 13 Property Zoning . . . . COMMERCIAL ARTERIAL Owner . . . . . . . . . MC DONALD ' S CORP 60-46 Contractor . . . . . . E M PRECISION LLC 253 740-1122 Application number 14-00001429 000 000 Description of Work COMM NEW CONST Construction type . . Occupancy type . . . . Flood Zone . . . Approved . . . . . . . V1_4�1-- d Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL I