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HomeMy WebLinkAboutPermit File 1005 Commercial Avenue Building Department o To: Ian Munce ct���� From: Don Measamelr 1 Date: 2/8/00 Re: Traffic Impact Fee Credit, 1001-1005 Commercial Avenue The previous calculation for traffic impact fees at the above referenced site did not include a possible credit for the existing car sales use. Based on #841 of the trip generation manual, new car sales/used car sales and using an approximate number of employees for the site of three,the possible credit would be as follows. #841 0.84x3=2.52x$400.00=$1,008.00 A total credit of$1,008.00 in the form of a refund would be available using the above method. Please let me know if you concur with the above method and calculations. Ian Munce, Planning Director Date REFUND ) uE • Page 1 COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM1999-00018 P.O. BOX 547 APPLIED: 5/10/99 ANACORTES, WA 98221 ISSUED: 5/13/99 (360)293-1901 EXPIRES: 5/13/00 SITE ADDRESS: 1005 COMMERCIAL ASSESSOR'S PARCEL NO.: 3772-018-006-0006 PROJECT DESCRIPTION: Add Plumbing and Mechanical to Existing Building (tenant improvements) APPLICANT CONTRACTOR LENDER t 1 v r�Di ci r ,�-",�c er <_) TYPE OF WORK: ALT AREA(SF) VALU: FEES TYPE OF USE: COM LOT: REQUIRED SETBACKS CENSUS CATEGORY: ? 1ST FLR: FRONT: Type By Date Receipt Amount ZONING: 2ND FLR: SIDE(1): PMEC MRD 5/13/99 10036 $53.15 BASEMENT: SIDE(2): PPLM MRD 5/13/99 10036 $69.00 OCCUPANCY GROUP: GAR/CARPORT: REAR: Total $122.15 B OTHER: REQUIRED PARKING TYPE OF CONSTRUCTION: TOTAL: 5.1HR NUMBER OF UNITS: ACCESSIBLE: OCCUPANT LOAD: STORIES: COMPACT: BUILDING HEIGHT: IMPRV SURF: MechanicalEquipment Plumbing Fixtures Equipment Type Quantit Fixture Type Quanti Hot Water Tanks .. . . 2 Lavatories 4 Gas Outlets 1 Water Piping and Water Treatment System. . 1 Water Closets(Toilets) 2 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. // 1 1;4J7j,� /i ' l c% �� 1 �L[ l / tl!/ Ji Issued by Applicant or Owner s Signature 24 Hour Notice Required For/MI Inspections e` 0 , CITYOFANACOROSN.COMMUNITY DEVELOPMENT DEPARTMENI'`,PERMIT CENTER — 904-6TH STREETCERTIFICATE OF OCCUPANCY toCO F This is to certify that,the occupancy listed heieon has been inspected and is hereby approved for use. ipd Commercial Unit A BLD98-0236 Address ofBuilding/Premises Building Permit No. Washington State Liquor Control Board Occupant Suite No. Business Registration No. 1 V-1 Hour Group M, Group S-2 Owner Type of Construction Type of Oaoupency Ateions commovetAl Avenue s of Owner . 2o`tnrAlatrIct Maximum Occupancy Load sail io spliva fast me StatantotResulctions gtnrage $2 940 square feet Occ pant Load 3 4 (}rnpp to Retail Space 2,227 8quareefeat Occupant Load S3 Inspection Appdval: Issued By: Fire a ,Dee Budding Official ateT— Rewaetl 5-99 THIS CERTIFIQATE TO.BE DISPLAYED { a �Boo AREA TO BEREMOVIED,ONLY BY THE BIfII,at i `tt 'DIAL - G\1 Y 0� - 0 CITY OF ANACOROS COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER — 904-6TH STREET CERTIFICATE OF OCCUPANCY 9 C op �� This is to certify that the occupancy listed hereon has been inspected and Is hereby approved for use. 1 01 Commercial Avenue BuildingCIf9Perm N0055 Add of Buiding/Premises R dio Shack Occu nt Suite No. SuSneu Rep4lrtllon No. dio Shack V-1 Hour Group M Own Type of Construction Type of Occupancy Inn1 Commercial Avenue CBD Address of Owner Zoning District v Maximum Occupancy Load 2,350 square feet , Square Feet Statement of Restrictions Group M Retail 2,350 square feet Occupant Load 78 / InspectionAPPdval: Issued By: l ci /Fir �~ p�te� Building Official s, �'YOate &r THIS,CrE®R�T'IrFII�CA�TAE,T��O BE DISPLAYED ,r,z3 p is At Revised 5-88 TO'�`,'F EMOVGY'T./r7 "l 'i. t.Jte ,u� - 'i 'r q i _ F,IC BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0387 P.O. BOX 547 APPLIED: 10/09/98 ANACORTES, WA 98221 ISSUED: 10/14/98 (206) 293-1901 EXPIRES : 10/14/99 SITE ADDRESS : 1005 COMMERCIAL AVE ASSESSOR' S PARCEL NO. : 3772-018-006-0006 PROJECT DESCRIPTION: Install 105.5 square foot wall sign of individual letters on West wall per plan as noted. — OWNER — CONTRACTOR — LENDER RON WOOLWORTH MEYER HEATING P.O. BOX 487 305 MCCORMICK LANE ANACORTES WA 98221 MT VERNON WA 98273 293- 424-1672 MEYERH*05500 TYPE OF WORK .NEW AREA (sf) VALU. . . $ : 2500 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :CBD BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :B : 7 : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 43 . 88 MD 10/14/98 9128 PRMT $ 67 .50 MD 10/14/98 9128 TOTAL $ 111.38 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. t2 QA Q om ) _,.,-- r Issued by Applicant ro Ow= ' s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 0c) Building frontage 164' 1 6'-0" h4 4'-0" L a a e Tenant RadioShack 11) South Elevation / South Building A One Single Faced Internally Illuminated Tenant Sign Extruded aluminum cabinet & divider bars, paint color to be determined. White lexan faces with scotchcal graphics. Customer to supply camera ready art. Approved By: Date: This design is the exclusive properly of Meyer Sign&Advertising Co All rights reserved No copy or reproduction in whole or part may be aCcerePeseed wileedf the expressed written PerMIMPOO and apprOval at Meyer Sign A Achferttsing Co Cosign number: 1990 9.18.98 9.24.98 10.1 .98 10.2.98 Typical Wall Sign Attachment Wall / Fascia tf 4 Sign Face 4, 3/8" x 3" Lag Bolts (top and bottom of sign cabinet) into wood structural members, 4'-0" typical on centers. t Building frontage 99' 4...____ I. 1 , , I _cif_ f ; RadioShack IDEALER1 ,....„ -Y r;tl"r l-.'dt.W.,,tr. trvirrrTti-f-l-rif%tiil,'-rAt.f.lt, r.t.lt011 tllK rx.lri;lt.tlafit II tr.,' 1'il'ilii0.0440,1* nIVARARIP.' ltelgthrAlk 1 Pgg:IgokrA ,:',040W.A0.kitiO.gtligo2i. 1 1 4wegimiAfto, 15,*glooge kiweatwiw, 1 ,v .':Ucol,I,,IW,,IIVNIII,.I.,,,,-, r , ,,n,,0-4,:,••ix , ,,,gv"p,„ 01',, ,-:„R 1 L'AhAVOKI,F,=.A. gv:,,:-",1',MW,4;,k-,'IIgMiT,I0WiII-II-;W ,,,p,IF,,,rTiL,, , ?,-,;,,,,OP4,,,,:',4/,Itfit,T,te ,itet,,,'ter l4i4l'aliEtlWr HIP-4lt.'ia,,,t,its:,'",f-rulttiLt.f_t.,,ll r tl_lit likti.itt:. I FiVi'',PaigiF4M1 "4244'04',"eVA,--MPAP6Wi:',Z"- --TT ..r.d0;..t'''.4"4.4V:',74,t'515 ''X',4".kTIVAKNii:i4,' 04`g6M,11,114::: I N4,0-41:%0Wi, AVIAWOR* :''''K"PaAiRit Ottt.,Ktr.... 1 AgigiAlillAgliia .'144010til•taliX WgrAlNlli'"el:P il.;I IfitlA tis I 1 ;,..-tUrttillritiribliktfe.,;?Xe tuf4-MiWeittlijItliW NIFItrli:rtltFalt4n I.2.:T.r,il,e 1::NPIAM,,,At'i,,w't 1,q,,f4fi*N-PA,g, 1..;-4- .T.7-141,"'pq04 ,,: Li--- 1 1----- I IIgIIIIIIkt-,,:/ .I'-III, IiiI6I,V.rikI,V, .'1. 4*,IIIIA.II+,zkIIIIII, III:IiIAI:IIIII5.I.II45-,:05IZi I I ;III,I:;,-fIoYI I II,II.,,NF:aqIIWtitV,V0 geP_II-14RiVIIIrr„trI: IItiiIIIII-44INIAIK,51,;',' I I 1!..14Well-Ag AftitiktiteA,APWAINn- ' ..".' I ,rr'itillltrigt.11.fi'l:ar.fl!.;.t„-.tlt,-zpitaVitt,..,:leWt 3t:-`-frililp .n rlt-I;t:r; I I iitIll.1.7). .l,lr-Alll:i7-1:,. t.tliii'.'±ti,Ft.....tIl.-,TillTit.!t,i,II,I' tlt.a:Tll.t.tiTI'lil:,t•Ill•Ilf';'llil'fi'll- I 1 ,i,,,,,f,,,,J,.ti.,. .T..,-,:t:;:,,t,,,.., ,ViFilrt„t,yli---i.,Irtrftt..l„li lv:T=ti;k::llTif;l'llli;litAT.-,' r I-''lt'il'Illill*''''ll'."':'' ''''l'''(•'''',lrlt'tlt. .-I... il:ll'lt.n.t2ll'Ill:7:, t-Ir.l:it.4jli IL',t;itll,:it .,.' I r,lif;Ttl'-li t l'l"'-r.t'!.?':‘.-l:i,',•'ll. •l.T.: iall,r'll,:lItlit,l'll;Illt‘,T,;:t T.,: ItT,:-.'",,.-I.-tit;Itgl'll.,li I--. .. 1 II 1 , . . E Single faced illuminated sign West Elevation /Commercial Ave, Frontage RADIO SHACK letters to be reverse pan channel metal letters, paint black, 3" sidewalls, illumination with white neon 30 ma. R logo circle shape: 5 " black metal sidewalls, 1 red trimcap, white plex face with red scotchcal graphics, neon illumination 30 ma. Remote raceways. Nonilluminated flat cut out aluminum DEALER plaque paint to match bldg. color. Black scotchcal letters. 9,_3., F One Set Flat Cut Out Acrylic Letters & Logo/ East Elev. 1 rl Letters to be black plex, logo to be white plex RadioShack with red scotchal. Approved By: IlEALEI:11 Nonilluminated. Date: This design Is the exclusive property of Meyer Sign&Advertising Co.All rights reserved- No copy or reproduction in whole or part may be accomplished without the expressed wrthen permission end approval of Meyer Sign&Advertising Co. Design Comber: 1990 9.18.98 9.24.98 10.2.98 Building frontage 68' , 4 91_314 4 0 I 1 _ — — —----,--- _ - 1 ----- ------_--T_ _---- — j RadioShack DEALER _... . 0 :„ 4,,,, ,,.. „„..,,.;, „,,,„,,,,...„,,, .,„:„:,,,..„.,-„,„:,,,,,„;,,,,.„,,,,, ,4:-!j'',*6,-t,,L.L,. . )•'-g4:!§,=,,, .-,;..,.., rf,,,,,,',,,,,'4,e9'. %,7.,, , r,-., M.:,-,z4• ;:t-;,,,,,c,p .;•;;,,,;.,,, ,,, , ,,f,,,,,, , ,,p,,;1:,,,',,,,,,..,'Ip,.- f,,,,,,,,,,t,', k,,i,,,,- -,-, ''``'-','",,,,,,,g,t;''''r,';`,,,f; °,,,,,',,"40,A,,',,4'-e-,;',X1,, .:•e,r,,,, .,6',-..,,,',-,,-r ..,,, 'V.'',,-',14,,,,`-',-,'i---% •,,,.-,-,,,,,,-;,,,,,,::ff. ",,,,,,,V., ••,1,1;M„,-,,,,,,. .W•,,•:,,,,', ,„1,.4;:•;,,,,,,k ,3,.:-.. ,,i'l.'-!,,,':'-iW,:,',-,1,,--,',,& 1,-,,s i;.,,,z.,-,,a;;;;;,,;:'.f,,:•,,,,,,,,-,,,-,,k,- 'r.',.'L'ir,'E'::, ,,,,,,':,?:.•,‘',' A, ,,,,,,,-,,,p-:,, 4.','1 t.-, ,..s,,,,,,,,,-.. ,,, .,4, „ .--3.,-4,;,2.,;=-,-,1",:2--=.:4-:,,,,, ,2=2-1,.,',,,,,,,::,;,,;•-',e,.,,V.,,,, '-,-;.';',,,,::, --,,r'.',r',.',V,-,:.`-',; '2,,N'ti, ,,K, •z .,,,,,,,t,4.-,-,2-..:•-,,,,,,:T', ,,,,,,,v,A,,,..L..-,,.,, ,,,,,-- '''''''22,-=-''''',===" 22'3'2= tn,'',IT''',V'''-'24',2:=:3',,2;=-2,:,4,k„ '-,,.',==„;,:,1.22x-,•,--==:,-14-,,04;4,2;-, ,5",',,,..;,-,Z.,.? '',,,,,;.‘-,:f..I: ''.':,',j,lc; ,,',•:,,V,,,a'.4-*-:,,,,,?:,,:,;1,',,,„7;„?:4,,,,q,,45,::::';',,,- ,r-,., ::-.f.K,L:1Z?r,,',',,,A-',,,'r,,;- ,, -,:',.,;,,:c,t,:n-v,-,',,,,,, ,-,-, - ,:.,, --:,-,-, 2--i'?" =2,---2.,2-,2",'2' :',:-2:,,f,Ak''',':2.2,12':'="',2=:•5 2 =--='4'',12-'="25'2;=-P-2 '222:P2' 12.-2"2:2-21e:".',.&=•-•-'2A',..:-.Y'r = 2;.==='--2, ;"2'"2-=-'"'•-=' ==. ',-;='222 ---'=-2•'2'; - = -,v!.''='-';:.-.::-J,,,,,,,,„ [,.1',,•.,',,',4,-:,,,,,;',” :.,,,,,-.',",!,,-;,'!". ,-L,,,:.,i!,,,,,,,,A,,,,ii0,;:,,,,,,,,,-,.,,,,,-, ',•,, '7',:-.,'' ,-','''','-',',-,', :' ,,,F;:.,4,t,„„f,,,.,.1„,1.,,,,:-.Ti‘?; ',,,':-k,;,,,,r,'4,,,I.0:. ,..„,e-1,,, ..':,',,,,,.,!,'',..:0,,,,;:,,,,,,, ,,:',4,,,,,,,,5:,,, ,,-,,.,,,;-::4,,,,,.',,,,v,,,,, ,,,,,,,,,,,,f 2,,t4.:,,,I,;J-,•.,::,,,-,: ':,,,,,,,,,,,:,15,,,,,,., `0.'...5,; 2,,4,,/,''Ve'''i,,',,',.4.5,,,',,,. ';',,,,INA,V,, ,-.-„,,,y,,, :2;;'':=';",;-p;(-,=4":=,"V-===,,:=",-= 1,,,,,F,-E,-',-,,,.,,,,,,,1,,,,•,,,..,..,, ,,.,,,,,,,,-,;,,,,.,,,!,,,,7,,,,, , '`,V.:,;`'Al--,,,V:,0,'6,N,--, ''''' ''','",,,gfp,,,,',r4b;‘, :t...,,I,';:!::-•-:,, .:-. .;,, ,-2'ig,:-.., ..:,=4-_,:!;,:,•;1 ,r,. g '':::-:,>.Fiii:-.r',:lit,e;;',7-.' ,A.,;.',--.$,,.•e''4k*r %,..-zgyt-,,,,P,,,",,,, '.."--T• ,,q-,, P,IcV,:a7.- .:',',.:'::..-.,',';- 4 ":;,::'.'''-',.';'?';',:'i,1•:,,,-,'.:', 'i-%.: ..,,:,-Ir'''' '' ' ' I[-,;':,k,'''''''"?..:';'-•rk-,' :: '1'.,..- '-',' , ,1:':':,j ,,,,',:,J:,,,.-,.:':.2,,, --- I 1 it 9 - _ North Elevation/ North Building D Single faced illuminated sign RADIO SHACK letters to be reverse pan channel metal letters, paint black, 3" sidewalls, illumination with white neon 30 ma. R logo circle shape: 5 " black metal sidewalls, 1" red trimcap, white plex face with red scotchcal graphics, white neon illumination 30 ma. Remote raceways. Nonilluminated flat cut out aluminum DEALER plaque paint to match bldg. color. Black scotchcal letters. Approved By: Date: -trhht:expdes,0 te the eecluetee oNo.cigapnymorm::::odiretion in wphrooPeleritifYr phiariMmeYseyr beSigacoanl Admp7 written permission and approval of Meyer Sildi'17i&dnat"AdCvhoemrtAltslingt right,reserved. 1990 9.18.98 9.21.98 9.24.98 10.1.98 10,2.98 Typical mounting w fascia .� ' — remote raceway -- = -_ letter face ' ' _Y o °' transformer c oa „ 7, neon t — U ' s_? = ? ). ,--L) `� , 1 : (dotted line) i [! : - `s __ 2 1 ^nn u.. i , "1; — i r-- r - csity2 „cc- :%- : ..i +r) > L)] - 1/4"x 3" wood screws into building structure, —Vr at least six per letter Approved By: Date: Meyer Sign & Advertising Co. This design is the exclusive property of Meyer Sign &Advertising Co. All rights reserved. , 1689 Hwy 99 S. Mount Vernon, WA 98273 No copy or reproduction in whole or part may be accomplished without the expressed written permission and approval of Meyer Sign &Advertising Co. Phone: (360) 424-1325 Fax: (360) 424-5212 Design number: 1363 Revision 8.2,96 8.7.96 8.22.96 I IF Typical mounting ----1,-- fascia remote raceway letter face ; I neon R 0 4 - transformer (dotted line) I I I 1/4" x 3" wood screws into / . building structure, — at least six per letter Approved By: Date: Meyer Sign & Advertising Co. This design is the exclusive property of Meyer Sign&Advertising Co. All rights reserved. No copy or reproduction in whole or part may be accomplished without 1689 Hwy 99 S. Mount Vernon, WA 98273 the expressed written permission and approval of Meyer Sign&Advertising Co. Phone: (360) 424-1325 Fax: (360) 424-5212 Design number: 1363 Revision 8.2.96 8.7.96 8.22.96 I C i Typical mounting for logo panel & Individual letters. Wall ka%flta\V kV"Mews Letter face 3/8" x4" siPall thread metal studsatt%%att .... owl ik I Industrial grade silicon adhesive to bond letters to bulding structure, Meyer Sign &Advertising Co. 1689 Hwy 99 South, Mount Vernon, WA 98273 (360) 424-1325 FAX (360) 424-5212 . Typical mounting for logo panel & Individual letters, 111 Wall anannvanl.al Letter face 3/8" x 4" ill all thread metal studs i @i I Industrial grade silicon adhesive to bond letters to bulding structure. Meyer Sign &Advertising Co, • 1689 Hwy 99 South, Mount Vernon, WA 98273 (360) 424-1325 FAX (360) 424-5212 AL7LTa EX7arieCui& W4 A ,S`rniscH ccrnuycis 0 f r'-0401 1NSce- lexA-4 ' Mita 9 LASlc:e rra''Sr.J Cal. . t T 'o , neeA7?uo' 7014 el,7c=(Lsot 5J 1"ACa i5.6, /r/A'., TA/ACcz° Lana/Z- `ZYGN� Q. 5ciesc- ACC ®ea1.A itiaTC045.fl 6. 0 n.)PS s Tv 3a- ,'taro 76 e'ctVcrw7 /aCOlumeF4tT W 7 TNL F,,L4f lJ 5 citifinde C[y iJsvzs TAA7e� Ma 7ca"041 C. 571-e0- Tc, ,a a- Lriasa Ealuu r74 7u 4.,-risi2'ul.. g• 57'1P5 . 61rtY 04, ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER `7�• `',, P.O. BOX 547, RNACORTES, WR 98221 I (360) 293-1901 - FAX (360) 293-1938 Y'4 cpg IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL October 30, 1998 CoI9 Ronald A. Woolworth P.O. Box 487 Anacortes,WA 98221 RE: 1001/1005 Commercial Avenue Dear Mr. Woolworth, This letter shall stand as a temporary certificate of occupancy for Suite A&B for the address listed above. This temporary certificate of occupancy shall expire in 30 days from issuance,at which time all corrections shall be completed and a permanent certificate issued. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md Marc L. Estvold Architect, Inc. PS, AIA 3110 Commercial Avenue, Suite 102-D Anacortes, WA 98221 Fax(360)293-6613 Phone (360)293-5500 To: Don Measamer— Plans Examiner City of Anacortes Planning & Community Development Department RE: Radio Shack , Liquor store 1001, 1005 Commercial Ave. Anacortes, WA. 98221 August 25, 1955 Don Measamer The UBC requires a 1-hour occupancy separation between "M" & S-2 occupancies in excess of 1,000 s.f. . We have field measured the storage areas & have S-2 areas under 1,000 s.f. therefore a 1-hour occupancy separation is not required. Radio shack storage area - 316 s.f. Liquor Store storage area - 969 s.f. (see attached drawing for dimensions) USC Section 309.2.2 Special provisions Storage areas in connection with wholesale or retail sales shall be separated from the public area by a 1-hour fire resistive occupancy separation. Exception; Occupancy separations need not be provided when any one of the following conditions exist: 1. The storage area does not exceed 1,000 s.f.. If you have any questions concerning the above response, please fool free to call. Re pectful , aylor h1m arc L. Estvolc , IO 3Eyd EI99E6Z09E LEI 866I/53/30 __AI _ T 2`.A-_ W SOO�UW VW0 �� �I-CNCUO J-BO% PEEP SIE ��'\ PM: 94`AEF LBOCK REu_�' LH 42'A`F 1 VW BOX HEST LOCKS &KLI.191Pf BPS 060'AFf f 142'AFF V up rip m 3(ol- 9I'y� L`T`� .CrIS � w J -4 .0 ' 1 VC W NIFD ON 70P i m #5�Et91Nc i2• - - w i f W 4 42'AEF 6470 !1 - Y% a'A 1 $1CRABE C 101-0'TL`.G N1 CUIC LOOR --i- (2)OOA1S CLEAR SEA1E7i A 10•-0`CLC HT 2 3 ] - 42° Sc\ 9 P O 1•-,, 1�2' J�li. '-' i, 2•-B,n• rt. 3'-0" } .5 _ A. IN/ /IFIllniSlailffinfir OOP SINK �4 � T r LS Y-0 1/2' i RE5 } Ilk 42°AEF® o j j11.....11.111.11/7_ ^a 9'-0° us Hi z 'e I 39'AFE. , , t , / \ ',1 0m0 ..,, N il • Los , . yW Ui j NNYL r + j 'l l tU-7 cm id i 1 kk. •rd CLG it'll �-, /! . 3 T SAFE 15AFf i -. \ 1 SIM C9 i aala= N `6r Et-11512' 7'-c 16'-71ff - -- 9'-H 1J2° / 13'-5• ! / BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0236 P.O. BOX 547 APPLIED: 06/25/98 ANACORTES, WA 98221 ISSUED: 07/16/98 (206) 293-1901 EXPIRES : 07/16/99 SITE ADDRESS : 1005 COMMERCIAL AVE ASSESSOR' S PARCEL NO. : 3772-018-006-0006 PROJECT DESCRIPTION: Tenant Improvements to new building. — OWNER — CONTRACTOR — LENDER RONALD WOOLWORTH P.O. 80X 487 ANACORTES WA 98221 293- TYPE OF WORK •ADD AREA (sf) VALU. . . $ : 7500 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 4339 FRONT 0 ft ZONING 2ND FLR 0 SIDE • 0 ft :CBD BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :M : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 19 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 80 .44 MD 07/16/98 8702 PRMT $ 123 .75 MD 07/16/98 8702 STBC $ 4 .50 MD 07/16/98 8702 TOTAL $ 208 . 69 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit.byn Issued Applicant or Owner' s Si iTatu 5 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 r, BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0194 P .O. BOX 547 APPLIED: 05/20/98 ANACORTES, WA 98221 ISSUED: 05/21/98 (206) 293-1901 EXPIRES : 05/21/99 SITE ADDRESS : 1001 COMMERCIAL AVE ASSESSOR' S PARCEL NO. : 3772,-01-8-006-0006 PROJECT DESCRIPTION: Add two pole signs. — OWNER — CONTRACTOR — LENDER RONDAL WOOLWORTH P.O. BOX 487 ANACORTES WA 98221 TYPE OF WORK -ADD AREA (sf) VALU. . . $ : 200 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :CBD BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : 7 : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt STBC $ 4 .50 MD 05/21/98 8461 PRMT $ 19 . 00 MD 05/21/98 8461 TOTAL $ 23 . 50 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. rn c On&b t S -Q tan ; : - n Issued by Ap li ant or Owner' s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 I Marc L. Estvold Architect, Inc. PS , AIA 3110 Commercial Avenue, Suite 102-D Anacortes, WA 98221 Fax(360)293-6613 Phone (360) 293-5500 Mike: There are several outstanding issues with the 10th & Commercial project that you will need to address. 1. Copy of latest property survey, to be submitted with the plans. 2. Include copy of civil drawings as part of the submittal. The city engineer still has them, and Don wants them included in the plans. 3. Landscape plan to be submitted to the city prior to installation. 4. Roof data to be submitted to the city prior to installation of the roof. 5. Mechanical plan submitted to the city prior to installation. 6. Awning frame shop drawings, and data regarding fire resistant material, submitted to the city prior to installation of the awnings. Marc needs to sign the plans. Questions should be addressed to Mike U. RF�elVs MAy 0 l9 v14.14/VO ®R9g ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER ° P.O.BOX 547,ANACORTES, WA 98421 • (360)293-1901 • FAX (360) 293.1938 w 1891 , y IAN MUNCE,DIRECTOR T, EDWIN FRANK,BUILDING OFFICIAL May 12, 1998 Marc Estvold, Architect -: Attn.: Mike Underwood ` rL'�`` 3110 Commercial Avenue �J Anacortes, WA 98221 RE: 1001 Commercial—Retail Space 1005 Commercial—Retail Space Zoning: CBD Lot Size: 20,800 square feet Separation: Two sides, 10th Street—40 feet to CL Commercial—40 feet to CL Two structures on one site Construction Type: V-lhour Building Sq. Ft.: 1001 Commercial Avenue Occupant Load: ;+ 1 Q' 2,350 square feet Occupancy Group: Group M —Retail (> 1005 Commercial Avenue 6,388 square feet Unit B - 4,339 square feet Occupant Load: 144 Occupancy Group: Group M —Retail Unit C - 1,272 square feet Occupant Load: 42 Occupancy Group: Group M—Retail Unit D - 777 square feet Occupant Load: 25 Occupancy Group: Group M —Retail Building Height: 1001 Commercial Avenue— 19 feet 1005 Commercial Avenue— 19 feet Parking: Site Requires—22 spaces per Planning Commission, including 1 van accessible. Impervious Area: 20,325 square feet Landscaped Area: 475 square feet Memorandum To: Ian Munce From: Don Measame VN Date: 05/13/98 Re: 1001 & 1005 Commercial Avenue —Traffic Impact Fee 1001 Commercial Avenue is 2,450 square feet and is proposed retail space. #814 Specialty Retail 4.93x2.45 = 12.07x$400.00 = 4,828.00. Sub-total $4,828.00 1005 Commercial Avenue is 6,288 square feet and is proposed retail space. #814 Specialty Retail 4.93-x6.288 = 30.999x$400.00 = 12,399.60 Sub-total $12,399.60 1001 Commercial Avenue $4,828.00 1005 Commercial Avenue $12.399.00 Total $17,227.00 The total traffic impact fee is $17,227.00 Please let me know if you concur. 3/92 Ian Munce Date 1 Memorandum To: Dave Lervik From: Don Measam - Date: 05/13/98 Re: 1001 & 1005 Commercial Avenue The above listed sites are at the corner of 10th & Commercial Avenue. The site has been a parking lot fully paved with asphalt for several years. The development taking place at the site will not increase impervious surfaces but reduce impervious surface by adding landscaping. It appears at storm water impact fee is not appropriate, as there is no additional impervious surface at the site. Please let me know if you concur. 4,1 5 7 q -56 Dave Lervik Date 1 C00 K4eflTlOmfldUm To: Jim Pemberton From: Don Measamer Date: 05/13/98 Re: 1001 & 1005 Commercial Avenue — Sewer GFC The two buildings indicated are on one site under the same ownership. 1001 Commercial Avenue Waste Fixtures Water Closets 1x6 = 6 fixture units -- Lavatory 1x1 = 1 fixture unit Total 1 2'fixture unitsr" 1005 Commercial Avenue Waste Fixtures Water Closets 4x6 = 24 fixture units Lavatories 4x1 = 4 fixture units Total 28 fixture units Total site fixture unite 35. Please calculate the sewer GFC based on the above fixture units. Thank you. X 4 4 ` �D >>r Q 0,i 7. ... .2' _'17:7 k':S .,w:xe`:.t4'hu:�>Y::;&';:Pai mi. :i:+ft1gm.' .i con? Memorandum To: Dave Lervik From: Don Measamer Date: 05/13/98 Re: 1001 & 1005 Commercial Avenue The above listed sites are at the corner of 10th & Commercial Avenue. The site has been a parking lot fully paved with asphalt for several years. The development taking place at the site will not increase impervious surfaces but reduce impervious surface by adding landscaping. It appears at storm water impact fee is not appropriate, as there is no additional impervious surface at the site. Please let me know if you concur. Dave Lervik Date 1 co 0 y Memorandum To: Ian Munce From: Don Measamer Date: 05/13/98 Re: 1001 & 1005 Commercial Avenue —Traffic Impact Fee 1001 Commercial Avenue is 2,450 square feet and is proposed retail space. #814 Specialty Retail 4.93x2.45 = 12.07x$400.00 =4,828.00. Sub-total $4,828.00 1005 Commercial Avenue is 6,288 square feet and is proposed retail space. #814 Specialty Retail 4.93-x6.288 = 30.999x$400.00 = 12,399.60 Sub-total $12,399.60 1001 Commercial Avenue $4,828.00 1005 Commercial Avenue $12,399.00 Total $17,227.00 The total traffic impact fee is $17,227.00 Please let me know if you concur. Ian Munce Date I CITY OF ANACORTES STORM DRAINAGE UTILLTY COMMERCIAL RATE BILLING CALCULATION THIS INFORMATION TO BE SUPPLIED BY ENGINEERING/PUBLIC WORKS DEPT. K ADD A NEW COMMERCIAL ACCOUNT DATE SI I-/ ? g CHANGE AN EXISTING ACCOUNT BY '✓Y--", DELETE AN EXISTING ACCOUNT OWNER'S NAME ckinC`'\ W eiLl_ WOO_t-\--N SERVICE ADDRESS \ OO \ 3 k t' SINGLE-PARCEL BILLING K MULTIPLE-PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL COMBINED ON ONE BILL, STAPLE SHEETS TOGETHER. IMPERVIOUS AREA .Oa S SQ. FT. * 2 , 000 = ERU BILL AT: X FULL RATE ($1 . 50/ERU) PER MONTH 50% RATE ( $ . 75/ERU) PER MONTH NOTE ANY UNUSUAL BILLING INFORMATION ON REVERSE ( i .e . , IF PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, etc . ) FOR FINANCE DEPT. USE ONLY. DATE BY ACCOUNT # RATE CALCULATION: X = X 2 = ERU RATE 1 . MO. CHG. 2 . MO. CHG. FOR DATA PROCESSING USE ONLY. ENTER 2-MO. CHG. ABOVE TO ACCT. MASTERFILE. DATE ENTERED BY l �t yak 1nyez Oft\ , , N 1F A Cr lE 1[ NVlE S 1F M[ E R 1FS, 1[ NC. November 25, 1998 City of Anacortes Don Measamer P. O. Box 410 Anacortes, WA 98221 Re: Liquor Store, ADA Compliance Dear Don: Per our November 25, 1998 conversation, pertaining to the flush valve location in the men's bathroom. I would like to request the state's interpretation of flush valve location along with copies of any photos or written material they use to arrive at their interpretation. Please feel free to call me at 293-2596 if you have any questions. Sincerely, Mike Headrick Project Manager ■ Post Office Box 973 Anacories. Washington 98221 Phone 360/293/2596 Fax 360/299/2123 VI 'w O ncGu � C lAKi f , Gi.m - as ‘ k s 7 ( A2L-1,-k CeA „p a c2ca%' s'- tb) ec p 0 _ Gitouvm --gym c) (lc Ci,p - Gaol vel-Th ; -a , 30 C a , a IM, , St./a: 4A1 'cot COK\r(`r2ZLltt_ ` Io CCernrne2C1AI- og-os-15 : f}c're- ZLrt_.c/Srri,Itt _ 1)4SPrCtroes 1.Z,,Cet-9,_ 0--S j9- _ _ _- _ - 32J_S- _ - _ _ F P- v 'i / 9 / fi -) O ' o V `t ak s • flag - - TT)° now m KicIIL , o - Aeiskyr fITT1NG A 2Ls28m- RoSnL- REioJCEIL i,.,sinprj ,4xe'f2�,er - 6- \J 4 w 4" O-rt F. ^®".x 4n, .6 &ILei Qt. TA Tt'c., Gag--Zi w �y (� lo 4 lr g.o a r „ n+ 1-° 9�9 9 `9 RAMPART MECHANICAL MECHANICAL ENGINEERS,HVACR DESIGNERS&CONTRACTORS CORPORATION 3001 R Ave.Suite 102 Anacortes,Wa.98221 Phone 360-293-3339 Fax 360-293-5887 RC 2/2/98 1/4r /frF® To: Building Official 84,4C7 199U cpt From: Shannon Ramey, Special Plans Examiner RE: Vintage Investments Buildings at 10th St. & Commercial Ave. I have reviewed the plans for the North & South buildings and their compliance with the N.R.E.C. in regard to the building envelope, and lighting. The building passed review in both sections, noting that space B in the South building has the limitation on the number of lighting fixtures allowed if they are the same as used in the rest of the building. This limit, and the fixture spec are shown in the LPA review sheet attached. The building mechanical systems will be reviewed as tenant specifications are developed. WSEC APPROVED To the best of my knowledge and ability,these plans show compliance with the requirements of the 1994 WSEC as initialed below: St.IZ 50.12_ Envelope Mechanical Lighting Q62a,.ew9.- 170394031 5-15-98 SPE Signature Reg.# Date 1994 U"- hington State Nonresidential Energy Code Cor fiance Form 1 • • ' 1111 , 11 • ' • / 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address VINTAGE IrN. soon BUILDING Date 5/15/98 10TH ST. & COMMERCIAL AVE. For Building Department Use ANACORTES, WA. 98221 Applicant Name: naac ESTvolo, ARCHITECT Applicant Address: 3110 COMMERCIAL AVE, ANACORTES Applicant Phone: 360-293-5500 Project Description El New Building ❑Addition ❑Alteration ❑Change of Use ❑Prescriptive Q Component Performance ❑ENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type Q Electric resistance Q All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 767 .0 _ 6705.0 X 100 = 11 .4% 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs R21 with HC>_9.0 Btu/ft2•F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls R19+3/4FOAM from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade R10 Radiant Floors Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.750 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 1.000 Semi-heated space" Minimum Insulation R-values Roofs Over Semi-Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes: 19941/ 'hington State Nonresidential Energy Code Co/ fiance Form - • • - _ a . • _ r. r . ir - ENV-UA 1994 Washington State Nonresidential Energy Code Compliance Forms June,1999 Project Address VINTAGE INV. SOUTH BUILDING Date 5/15/98 Space Heat Type Q Electric resistance 0All other For Building Department Use Glazing Area as%gross exterior wall area 11.4% Prop. 40.0% Max.Target Concrete/Masonry Option 0 Yes Q• No Notes If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U=0.750 Plan ID'SLUM.FR.9rIN/DR. 0.750 767.0 575.3 0.750 767.0 575.3 U= Plan ID: Giatingl6 Electrik-Reaist.•• 0ther,Heeting m un U= Plan ID: -,0-15% PA0 - ,0.90 ' a15'-20% 0.40 0.75 r '� U= Plan ID: - (3 U= Plan ID: >20$0% .not e¢owed'= 4.60 U= Plan ID: ?304016.''--net ae0wed - - -. 0:50 U= Plan ID: ',(See Table134fdrocrioMtasalry Saes) 0 U= Plan ID' CO a U= Plan ID: Giazirig%T.E.lectricR t: _ 'OtherHaatthg LT) U= Plan ID: 1'.i5 (7 O U= Plan ID: a15-20% - Se " 1.40 . -0 t U= Plan ID: ?2040%- not allowed - - 1.3E ou= Plan ID >30.40% net • ` - 1.25 - t U= PIan ID: (see Table13-1,for'Con&Masonty Values) O U= Plan ID: B e U=0.600 Plan ID: 0.600 98.0 58.8 0.600 98.0 58.8 a c U= Plan ID: t;,lapVk Resift -Otherk,(etang O ° U= Plan ID: - a ` o R=21.0 Plan ID: 0.045 6388.0 287.5 0.036 6388.0 230.0 > ` R= Plan ID: E1ecW RSBSst., Oth*tHeatln$ O R= Plan ID' R= Plan ID: O R= Plan ID: . - EIe4tnc Resist 'Othet-Heating R= Plan ID: - - - - 0034s: - ' 0-f1$0 - R=23.0 Plan ID:R19+FOAM 0.048 5840.0 280.3 0.140 5840.0 817.6 R= Plan ID: ** R= Plan ID: ** 3 R= Plan ID: - electric Resist., OtharMeating_ e Q R= Plan ID: Ordinary 0052' - . 0-14 - - o R= Plan ID: Metal stud - O.ti R= Plan ID: **Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) ,cattc(oth}. 0.26 _- `0.25 R= Plan ID: a R= Plan ID: I - - EleohieRastst.' OthetHeaeng $ 0 5 R= Plan ID: `oMluaty - . 0062 0.14-, Note:if insulated to levels required for opaque walls,list above with opaque walls 'Metal Studs'- -0:t1, - 0.14H.', 6 _ R= Plan ID: R= Plan ID: - EleetdS Resist. _ -Other-Netting es c ° R= Plan ID- - - -0.029 0.058 - R= Plan ID y• t R=10.0 Plan ID: 0.540 365.0 197.1 0.540 365.0 197.1 u m t R= Plan ID: 1 ElectricReeist:'-'OMer1?eatin 7 m D R= Plan ID: -F=0.54 -- - C=054- R= Plan ID: (see Tattle 134 for iadiant J oor'vat(t) '. *For CMU walls,indicate core insulation material. Totals 13458.0 1398.9 Totals 13458.0 1878.7 For compliance: 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. 1994 V 'hin.ton State Nonresidential Ener. Code Co"- {lance Form Building Permit Pla s Checklist ENV-CHK 1994 Washington State Energy Code Compliance Forms June.1995 Project Address VINTAGE INV. SOUTH BUILDING Date 5/15/98 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope ,Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: A3.1 other If"Other", indicate on plans that electric resistance heat is not allowed a.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul.installation ndicate densities and clearances A,1 yes 1311.2 Roof/ceiling insul ndicate R-value on roof sections for attics and other roofs; A3.1 ndicate clearances for attic insulation; ndicate baffles if eave vents installed; ndicate face stapling of faced bads yes 1311 3 Wall insulation ndicate R-value on wall sections; A3.1 ndicate face stapling of faced balls; ndicate above grade exterior insulation is protected; ndicate loose-fill core insulation for masonry walls as necess; ndicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; n.a. 1311.4 Floor insulation ndicate R-value on floor sections, ndicate substantial contact with surface; ndicate supports not more than 24"o.c.; ndicate that insulation does not block airflow through foundation vents yes 1311.5 Slab-on-grade floor ndicate R-value on wall section or foundation detail; A2.1 ndicate slab insulation extends down vertically 24"from top; ndicate above grade exterior insulation is protected a.a. 1311.6 Radiant floor ndicate R-value on wall section or foundation detail; ndicate slab insulation extends down vertically 36"from the top; ndicate above grade exterior insulation is protected; ndicate insulation also under entire slab where req'd.by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical ENV vertical and overhead)as percent of gross wall area SUM yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door DE- schedule(provide area-weighted calculations as necessary); FAULT Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low. coatings,gas fillings n.a. 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A5 2 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; A5.2 Indicate yap.retard.with sealed seams for non-wood struc. Yee 1313.3 Wall vapor retarder Indicate vapor retarder on wall section n5 2 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 45.2 n.a. 1313.5 Crawl space yap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage Yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping A3.1 yes 1314.2 Glazing/door sealing Indicate weatherstripping A3.1 n.a. 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If"no"is shown for any question,provide explanation: 1994 V' hington State Nonresidential Energy Code Cor fiance Form Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address VINTAGE >Nv. SOUTH BUILDING Date 5/15/98 10TN ST. 4 CONNEECIAl AVE. For Building Department Use AmaCORTES, WA. 98221 Applicant Name: mule EsmvoLD, ARCHITECT Applicant Address: 3110 COMMERCIAL AVE, AHACOETES Applicant Phone: 3so-293-ssoo Project Description 0 New Building 0 Addition 0 Alteration 0 Prescriptive C) Lighting Power Allowance 0 Systems Analysis Compliance Option (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions 0 No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (Floor/room no.) Occupancy Description Watts per ft2** Area in ft2 Allowed x Area UNITE RETAIL A 1.00 2206.0 2206.0 UNITS STORAGE 0.50 2133.0 1066.5 UNIT C OFFICE 1.20 1272.0 1526.4 UNIT D OFFICE 1.20 777.0 932.4 **From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 5731.3 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed UNIT B 2'X4' 3-TUBE T32 W/ ELECT SAL--MAX NO. FIXT.= 44 93.0 4092.0 UNIT B 1'X4' 2-TUBE T32 W/ ELECT SAD 2 62.0 124.0 UNIT C 2'X4' 3-TUBE T32 W/ ELECT BAL 9 93.0 837.0 UNIT C 1'X4' 2-TUBE T32 W/ ELECT BAL 1 62.0 62.0 UNIT D 1'X4' 2-TUBE T32 W/ ELECT SAL 1 62.0 62.0 UNIT D 2'14' 3-TUBE T32 W/ ELECT BAL 5 93.0 465.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5642.0 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2(or x If) Covered Parking 0.2 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ft 2 Bldg.(by facade) 0.25 W/ft2 Bldg.(by perim) 7.5 W/If 365.0 2737.5 Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts 2737.5 Proposed Li hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed WALL NOUNT INCAND. 100W 10 100.0 1000.0 19941A"---hin.ton State Nonresidential Ener. Code Car-lance Form Lighting Permit Pla s Checklist LTG-CHK 1994 Washington State Energy Code Compliance Forms June,1995 Project Address VINTAGE /NV. SOUTH BUILDING Date 5/15/98 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a) Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type,indicate locations Aa.1 yes 1513.2 Area controls Maximum limit per switch Ae.1 yes 1513.3 Daylight zone control Schedule with type and features,indicate locations yes vertical glazing Indicate vertical glazing on plans A8.1 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location yes (a)timer w/backup Indicate location A8.1 yes (b)photocell. Indicate location is.1 1513.6 Inter.auto shut-off Indicate location n.a. 1513.6.1 (a) occup.sensors Schedule with type and locations n.a. 1513.6.2 (b) auto.switches Schedule with type and features(back-up,override capability); Indicate size of zone on plans yes Lighting Sum.Form Completed and attached. Schedule with fixture types, lamps,ballasts,watts per fixture n.a. I IElec motor efficiency IMECH-MOT or Equipment Schedule with hp,rpm,efficiency If"no" is circled for any question, provide explanation: 1994 V)t ington State Nonresidential Energy Code Cop— ''lance Form Envelope Summa Climate Zo - 1 ENV-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address VINTAGE INV. Roan BUILDING Date 5/15/98 loins sT. & COMMERCIAL AVE. For Building Department Use ANACORTES, WA. 98221 Applicant Name: MARC ESTVoLD, ARCHITECT Applicant Address: 3110 COMMERCIAL Ave, ANACORTES Applicant Phone: 360-293-5500 Project Description 2 New Building 0 Addition ❑Alteration ❑Change of Use ❑Prescriptive Q Component Performance ❑ENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type 0 Electric resistance Q All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 810.0 — 4167 .0 X 100 = 19.4% 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on intenor-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs R21 with HC>_9.0 Btu/R�' F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls R19+3/4FOAM from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade R10 Radiant Floors Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.750 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 1.000 Semi-heated.space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes: 1994 Vj''-hington State Nonresidential Energy Code Coj--lance Form 1"" - . . - a R . r. . nir . - ENV-UA 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Address VINTAGE INV. NORTH BUILDING Date 5/15/98 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as%gross exterior wall area 19.4% Prop. 40.0% Max.Target Concrete/Masonry Option 0 Yes OQ No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U=0.750 Plan ID:war PRAWN/DR. 0.750 810.0 607.5 0.750 810.0 607.5 U= Plan ID: Glazing% 'Elating Retest Other He ting o, U= Plan ID: - 0-15% - - 0.40 0.90 a15-20%. ' '0.40 075'� U= Plan ID: - - > 0 U= Plan ID: x20-34%' - not&kw& 1:60 U= Plan ID: :>30-40% ' - net*Wed ' '0:50'. . - U= Plan ID: (sae-Table 13.1 for CohciMesdnty.Vehiea) co U= Plan ID: D, a U= Plan ID: Glazing% EteCtrlcResist. - Other Heating ,N > U= Plan ID: - 045%- 0:80 -1.45 " 0 O U= Plan ID: >i5.20% 0.80 , 1.40 .- le w U= Plan ID: -'not allWtNed L30 - > �o U= Plan ID: >30-410% - not-allb 125 - o .d U= Plan ID (seeTalte 131-for CnncfMasotityval ) O U= Plan ID: a m U=0.600 Plan ID: 0.600 21.0 12.6 0.600 21.0 12.6 m 3 U= Plan ID: - Electric Resist.- ' OfherHeating_ O o U= Plan ID: a R=21.0 Plan ID: 0.045 2350.0 105.8 0.036 2350.0 84.6 > R= Plan ID titstnc eelst;.. '-Other;jieating O - R= Plan ID. R= Plan ID: s w o �8 R= Plan ID: - - _ SettleRBet.ia : otherHeatiing', R= Plan ID: R=23.0 Plan ID:519+e0Au 0.048 3336.0 160.1 0.140 3336.0 467.0 R= Plan ID: ** m R='a Plan ID: ** R= Plan ID' - r - Etectdo Resist. Other Heating ar = R= Plan ID: -Ordinary, .0482:7- ,OM a' o R= Plan ID: Metetsiud R= Plan ID: ;.Conc(int)-'- , 0,19 , 0:19 **Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) 001140 h) - ,-020 -- ,--' 0.25 R= Plan ID o _ R= Plan ID' I --pechic Resrst.- OlherHeating I G 5 R= Plan ID: Ordinary , - -0062 0.14: Note:if insulated to levels required for opaque walls,list above with opaque walls Metal stud.,- - _-041 - "-,0.14, u . R= Plan ID: -0 R= Plan ID: '-:Searle Resist. ' Othet'Metin g, 5 o v. R= Plan ID: R= Plan ID. - - - - , y• `c R=10.0 Plan ID: 0.540 209.0 112.9 0.540 209.0 112.9 u E T, R= Plan ID: - Electric Resist. ,-Ottter Hedting 7 D R= Plan ID: ' - -.f10.54 .- F1.54'-`, R= Plan ID: ;(see Tatde134 forr8ldint floor'values) , *For CMU walls,indicate core insulation material. Totals 6726.0 998.8 Totals 6726.0 1284.6 For compliance- 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA 1994 hin.ton State Nonresidential Ener. Code COT-liance Form , Building Permit Pla s Checklist ENV-CHK 1994 Washington Slate Energy Code Compliance Forms June,1995 Project Address VINTAGE INV. NORTH BUILDING Date 5/15/98 The following information is necessary to check a building permit application for compliance with the building envelope requirements In the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yea 1302 Space heat type: A3.1 Other If"Other", indicate on plans that electric resistance heat is not allowed n.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yea 1311.1 Insul.installation ndicate densities and clearances A3.1 yes 1311.2 Roof/ceiling insul. ndlcate R-value on roof sections for attics and other roofs; A3.1 ndicate clearances for attic insulation; ndicate baffles if eave vents installed; ndicate face stapling of faced baits yes 1311.3 Wall insulation ndicate R-value on wall sections; A33.1 ndicate face stapling of faced baits; ndicate above grade exterior insulation is protected; ndicate loose-fill core insulation for masonry walls as necess; ndicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; n.a. 1311.4 Floor insulation ndicate R-value on floor sections; ndicate substantial contact with surface; ndicate supports not more than 24"o.c; ndicate that insulation does not block airflow through foundation vents yea 1311.5 Slab-on-grade floor ndicate R-value on well section or foundation detail; A2.1 ndicate slab insulation extends down vertically 24"from top; ndicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor ndicate R-value on wall section or foundation detail; ndicate slab insulation extends down vertically 36"from the top; ndicate above grade exterior insulation is protected; ndicate insulation also under entire slab where req'd.by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical ENV vertical and overhead)as percent of gross wall area sus yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door DE- schedule(provide area-weighted calculations as necessary); FAULT Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings n.a. 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A5.2 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; A55.2 Indicate yap.retard.with sealed seams for non-wood struc. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A, 2 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A5 2 n.a. 1313.5 Crawl space yap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yea 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping A3.1 yes 1314.2 Glazing/door sealing Indicate weatherstripping A3,1 n.a. 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If"no"is shown for any question,provide explanation: 1994 V)t- -hington State Nonresidential Energy Code Cog tkance Form Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address vim; 1Nv. NOETE Bv1LDIN0 Date 5/15/98 10TH ST. & CONNEACT L AVE. For Building Department Use ANACORTES, WA. 98221 Applicant Name: NABc ESTVOLO, ARCHITECT Applicant Address. 3110 COMMERCIAL AVE, ANACORTES Applicant Phone. 360-293-5500 Project Description Q New Building ❑ Addition ❑ Alteration 0 Prescriptive C) Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per ft2.* Area in ft2 Allowed x Area RETAIL A 1.00 2350.0, 2350.0 **From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 2350.0 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed 2'X4' 3-TUBE T32 18 93.0 1674.0 1'X4' 2-TUBE T32 1 62.0 62.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1736.0 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2(or x If) Covered Parking 0.2 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ft Bldg.(by facade) 0.25 W/ft2 Bldg.(by perim) 7.5 W/If 209.0 1567.5 Note.for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts 1567.5 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed WALL NOUNT INCAND. 100W 3 100.0 300.0 Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 300.0 1994 y'--',hin.ton State Nonresidential Ener• Code Cor- lance Form Lighting Permit PIa s Checklist LTG-CHK 1994 Washington State Energy Code Compliance Forms June,1995 Project Address VINTAGE INV. NORTH BUILDING Date 5/15/98 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type,indicate locations A8.1 yes 1513.2 Area controls Maximum limit per switch A8.1 yes 1513.3 Daylight zone control Schedule with type and features,indicate locations yes vertical glazing Indicate vertical glazing on plans A8.1 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location yes (a)timer w/backup Indicate location A8.1 yes (b)photocell. Indicate location A8.1 1513.6 Inter.auto shut-off Indicate location n.a. 1513.6.1 (a) occup.sensors Schedule with type and locations n.a. 1513.6.2 (b) auto.switches Schedule with type and features(back-up,override capability); Indicate size of zone on plans yes Lighting Sum.Form Completed and attached. Schedule with fixture types, lamps,ballasts,watts per fixture n.a. I IElec motor efficiency IMECH-MOT or Equipment Schedule with hp,rpm,efficiency I I If"no" is circled for any question, provide explanation: in r • * Materials Pest' �,g &. X y _ J Consulting, Inc. • . iy� COMIKE H /�D1cIGK . . PY VINTAGE INVESTM61C/ • -post Office Box 973 . Anacortes.WA 9E221_ • • Re: Subsurface Salle lavedtil ration M• AY 2 19% Mize: to'''and Commercial Street,AnacorceeSLj`ufN� DEpT . . As per your request,'Materials.Testing 8 Consulting, Inc. ("MTC") has conducted a sods exploration and founaaton • . 'ovatuetton for the above i ientidRcd sodkbn. The reeulte of this investigation,together with our recommendations, aro 10 - be found in the following report. We have provided three copies foryour review end distribution. During our exploration. two lest pits wore advanced and soil samples submitted for laboratory testing from the protect site. The date have been carefully anah%ied to determine sails bearing capacities and fooling embedment:depths. The results of the exploration and analysis indic0tq'thet conventionet spread,end continuous watt fodlings appear to be the most • ' Suitable type of foundation for the support of the proposed structures. Seine varfabiiity Wire encountered in comparing the soil profiles of the site. ' Net a:ioiveble soil pressures, embedment depth, and total expected;settlements-hove been • presented for the site,toter in the report ' . • - Often, beedbse of oastgn and construction details that occur on a proicot,qusations arise opncerning.soil conditions, We would be pleased to cQrttkiue.our role as•geotechnical consultants during the project implementation We also have great interest iuproviding materials Ieidng and,epeeist inspection services during the construction of this project. If you will .advise us of the appropriara time to discuss these engineering services, we will be pleased to meet with you at your convenience.• - • ' • We apprnciele this opporn,nrty to be'o(-service to you and we cooK(&ward to working with you In the future. If you have --any questions please call us el the phone.number listed at the bottom of the page. 'If you have any quesaans-concerning the above Items,the procedures used. or if MTC can be of any further assistance please Cali on us at(360j 428-0900, . • RespeeNulfy Submitted, 5S pW qRO • MATERIALS TESTING& CONSULTING, INC. T. of was a h d . _. _ .. . . 1 " . Niall P.Haskell • J7 Q •02802: �,4; 1 _rt, FresidenzrreChn;cat Director Y • rs-rb-t� w. ••�/' I p4cY�1 SIO,u, 1Er e.) ' ff1Qi JE%PtFE3 lane, fir// _ 7 . . • • 1687 OId Hwy 99 South • Mt. Vernon,WA 98273 • (360)428-0900,FAX(360)428-6082 • ' 814 I,akeway Drive,/1161 • Bellingham,WA 98226 • (360)647-6061 1 u .ur+��.• .�.� ...... 1'HUL. U.r • • Table Of Contents •Table Of ne. - -. fi % Sabearface Investigation5 Introduction: - . 3 Authorization: . 1 Purpose: 3 Scope: 33 • General: .- Geology Of Ares: -.•.. ... 3 Description OF Slte 4 • Location: •- 4 Topography: ...•...... .l Drainage: 4 Vegetation: 4 maid Reploeatlnn • 4 • General Notes: - A Testing&Sampling Procedures: 4 Laboratory Testing Proginm' A &sbenrface Condition. - 5 General Notes: 5 , Description Of Foundation Materials: 5 Protect Description 5 Discussion And�• S Foundation General Notes: • . . • 5 Foundation Design Recommendations:. c Earthwork: 6 Structural Fill: 6 Excavations: 6 Lateral Earth Pressures: 7 Floor Slab-On-Grade: • 7 Groundwater control:- ..~..- . 7 Geoseistnic Seeing: • 8 �, . Liquefaction Potential: ____ S fiWmaty 8 .Geoaechniall General Note 9 Soil Property Symbols - • 9 Drilling And Sampling Symbols 9 Relative Density And Consistency Classithastion 9 Particle Size • .-7-- 9 Location Map so Generalized Site Plan with Boring tog Laotlom n Geobe:dsnical Inteedgattoon Boring Log. 12 Mdistnte Ash and Organic Masser of vest-aid ocher Organic Solis 4 2 • Subsurface Investigation • INTRODUCTION: • This report presents the results of a soils exploration and foundation analysis for the proposed building site on 10's and Commercial Street of Anacortes: Tinis investigation was conducted for Mike Headrick. AUTHORIZATION: Authorization to perform this exploration and analysis was in the form of a written authorization to proceed from Mite Headrick of Vintage Investments.. PURPOSE: The purpose of this foundation exploration and analysis was to determine the various soil profile components, the engineering characteristics of the foundaton materials and to provide criteria for use by the design engineers and architects in preparing or verifying the suitability of the foundation design. SCOPE: The scope of the exploration and analysis included a review of geological maps of the area and a review of geologic and related literature; a reconnaissance of_the immediate site; a subsurface exploration; field and laboratory testing; and an engineering analysis and evaluation of the foundation materials. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. . GENERAL: The exploration and analysis of the foundation conditions reported herein are considered sufficient in.detail and scope to form a reasonable basis for the`foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils consultant so that he may determine if changes in the foundation recommendatioins are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. The soils consultant warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being..prepared according to generally accepted engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. This report has been prepared for the exclusive use of Mike Headrick and his retained design consultants. Findings and recommendations within this report are for specific application to the proposed project. All recommendations are according to generally accepted soils and foundation engineering practices. GEOLOGY OF AREA: • • The native geology of the site and surrounding arta as taken from the USDA Soil Conservation Service Survey consists of Clallam gravelly loam. This soil formed in_dense glacial till that was deposited during one of the Pleistocene glacial periods. Depth to bedrock is not know for the site. On the corner of 10th and Commercial Street Clallam soil and glacial till have been replaced with the imported fill described in test pit logs attached to this report. 3 • Description Of Site • LOCATION: The site of the proposed building addition is located on the southeast corner of the intersection of 10th and Commercial Streets in Anaeo tes, Washington. TOPOGRAPHY: • The southern 80 feet of the site is essentially level. The northern thirty feet slopes gently to the north. DRAINAGE: Drainage is characterized by sheet flow into the adjoining road gutters on 10t Street and Commercial Street.. There are no drainage ditches or swales on site. VEGETATION: Vegetation is nonexistent on the project site. The eastern half is covered by crushed gravel and pavement covers the western half. Field Exploration GENERAL NOTES: The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site, excavating the test pits, and recovering disturbed grab samples. A total of 2 test pits were placed on the site.. The test pits were located.by the field technician by means of normal pacing procedures and are presumed to be accurate to within a few feet. After completion,the test pits wore'backfilled with excavated soils and the site cleaned and Ieveled as required. TESTING & SAMPLING PROCEDURES: The soil pits were excavated with•a rubber tire backhoe to depths of 10 arid 9 feet beneath the pre-existing surface. Representative samples obtained from the testpits were classified in the field by a soils technician according to the Unified Soils Classification System, identified according to test boring number and depth; placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. • LABORATORY TESTING PROGRAM: Along with the field investigation, a supplemental laboratory testing program *as conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structure. The laboratory testing program included supplementary visual classification, as well as water and organic content determination.. All phases of the laboratory testing program were conducted according to applicable ASTIvI Specifications and the results of these tests are to be found on the accompanying Logs located in the Appendix. 4 ..... rHUG uo r • Subsurface Conditions • GENERAL NOTES: The types of foundation materials encountered have been visually classified and are described in detail on the test pit logs provided in the Appendix along With the results of the moisture and organic content laboratory tests. DESCRIPTION OF FOUNDATION MATERIALS: The surface of the proposed construction site consists of 4 inches of crushed well graded gravel with sand(on the eastern half of the site) and 3 inches of asphaltic pavement on the western half. This surface material overlies imported organic silt. silty clay, well graded sand, and native blue silt The bedding thickness is variable, ranging from 1 to 3.5 feet for the clayey material, 1 to 5.5 feet for the organic silt, and .25 to 1.75 feet for the sand. Material within Test Pit #1 was medium dense to dense from the surface down to 6 feet and loose from 6 feet to 8.5 feet. Test.Pit'#2 had medium dense to dense material.to a depth of 7 feet. From a depth of 7 feet to the bottom of test pit two the material was loose and exhibited caving. A sample of the organic silt was analyzed for moisture and organic content(ASTM D72874). Results of this test indicate the organic content is 7.59%by weight and the moisture content is 24.1%. The organic content does not pose a significant settlement risk. Project Description The purpose of this section is to enumerate details of the proposed structure. The owner is considering either a one or two story, wood frame structure with. masonry facing and conventional slab-on-grade floors. Differential settlements are limited to 3/4 inch. Loads of 3,000 pounds per lineal foot for wall footings were assumed for settlement calculations. MTC should be notified if there are any design changes so that foundation and earthwork considerations can be revised if necessary. Foundation Discussion And Recommendations GENERAL NOTES: Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usirally exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structure be founded upon conventional spread and continuous wall footing foundations.. Settlements should not exceed tolerable limits if the following design and construction reconunendations are observed. FOUNDATION DESIGN RECOMAAENDATIONS: • On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. 5 cc/ ICJ/ LJJu •, . r#4ejt O• Net AJlowabla Footing ASTM D 1557 Soda Bearing Width SnJrgrade Compaction Capacity 24 inches 95 % I,500 ttn/fls • Finished grades of the building should be designed at the present elevation or higher with footing depths not exceeding 18 inches. If the elevation of the floor grades need to be lower than the present site grading then specific footing design may be required; . • Construction Considerations EARTHWORK: Excessively organic top soils genetally andergo,high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 18-24 inches and wasted or stockpiled for later use. Exact depths of snipping should be adjusted in the field to assure that the entire root zone is removed. It is recommended that the final exposed subgrade be inspected by a representative of the soils firm. This inspection should verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgrade conditions(i.e.,moisture content) and the placement &compaction of new fill'(if required) should be maintained by a representative of the soils consultant. The recommendations for structural fill presented within this report can be utilized to minimize the volume changes and differential settlements that are detrimental to the behavior of footings and floor slabs. Enough density tests should be taken to monitor proper compaction. For structural fill beneath building structures one in-place density test per,lift for every 1,000'square feet is recommended. Jn parking and driveway areas this can be decreased to one test per lift for every 2,000 square feet. Excavation equipment may disturb'the bearing soils and loose pockets can occur at the bearing level that were not disclosed by the soils pits. For this reason; it is recommended that the bottoms of the excavations be compacted in place by vibratory compactors. The upper 12 inches should be recompacted to achieve'an in-place density of not less than 95 percent of the maximum dry density as determined by ASTM D-1557. STRUCTURAL FILL: Structural fill should consist of a 3 inch minus select, clean, granular soil with no more than 5 % fines (4200). The fill should be placed in lifts not to exceed 12 inches in thickness. Each layer of structural fill should be compacted to a minimum density of 95 % of the maximum dry density as determined by ASTM designation D-1557. For structural fill below footings the area of the,compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness'of the fill between the bottom of the foundation and the underlying soils. If it is elected to utilize a compacted backfill for the support of foundations, the subgrade preparation and the placing of the backfill should be monitored continuously by a•'cjualificd Soils Technician so that the work is performed according to these recommendations. The use of onsite silts as structural fill is not recommended. These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. 6 • EXCAVATIONS: Shallow excavationsrequired for construction of foundations that do not exceed four feet in depth maybe constructed with side slopes approaching vertical: •Below this.depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the'soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation thereby undermining the upper silt materials. This is especially true when working at depths near the water table. Proper care mast be taken to protect personnel ad equipment. Care must be taken so that all.excavations made for the foundations are properly bark ed with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This-information is provided for planning-purposes. it is our opinion that maintaining safe working conditions is the responsibility of the contractor: •Jobsite conditions such as soil-moisture content,weather condition, earth movements and equipment type and operation can: all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. LATERAL EARTH PRESSURES: Lateral earth pressures are dependent upon.the backfill materials and their configuration and moisture content Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall No below grade retaining walls or walk designed for retaining earthen fills are expected on this project. FLOOR SLAB-ON-GRADE: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed. The subgrade should then be proof rolled to confirm that the subgrade contains no soft or deflecting areas: Areas of excessive yielding should be excavated and backfilled with smtcturalEfrll. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be-placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95 percent of the maximutn.dry density as determined by ASTM designation D- 1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickness and properly compacted. The mat should consist of sand or a sand and gravel mixture with non-plastic fines. The material should all pass a 3!4 inch sieve and shouldcontain less than ten percent passing the if 200 sieve. Because groundwater can be expected to be at shallower depths during the winter months a moisture bather should be placed beneath all floor slabs. GROUNDWATER CONTROL: • Perched groundwater was encountered at the time the field exploration was conducted in Test Pit#I at a depth of two feet. The water table was observed*a depth of eight feet in both test pits.Groundwater is not expected to cause any difficulties during construction of this project it is recommended that runoff caused by wet weather be directed away from all open excavations. The onsite silty soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. 7 • • • GEOSEISMIC SETTING': • This-project site is located within-a"Zone 3 Area" as per the 1994 edition of the Uniform Building Code. All building structures ou this project should be designed as per the U.B.C. Requirement for such a seismic classification. LIQUEFACTION POTENTIAL: The materials on site are mostly'of a cohesive nature, consisting of a mixture of organic silt,.clay , and lesser amounts of noncohesive sand with gravel. The potential -for liquefaction of the cohesive soils in this area is negligible and not expected to present any problems for the project • • Summary When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be'arranged to review them regarding the'prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. It is recommended that the services of a qualified soils engineering firm be engaged to test and evaluate the soils in the footing excavations before concreting to determine that the sails meet the compaction requireuients. Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted. • • • • • • • Geotechnical General Notes SOLI PROPERTY SYMBOLS • N: Standard"N"penetration: Slows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D.split-spoon. -Q.: Unconfined compressive-atiength,tons/ft2 Qp: Penetrometer Value, unconlined.compressive strength,lbs/ft2 V: Vane value,ultimate shearing strength,lbs/ft2 M: Water content,% LL: Liquid limit,% PL Plasticity index,% D: Natural dry density,lbs/ft3 WT: Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: Split-Spoon- 1 318"[D., 2"O.D.,except where noted. ST: Shelby Tube-_3"-O.D., except where noted. AU:- Auger Sample GB: Grab Sample. • AB: Diamond Bit. CB: Carbide Bit. WS: Washed Sample. RELATIVE DENSITY AND CONSISTENCY,CLASSIFICATION Terms(Non-Cohesive Soils) Standard Penetration Resistance Very Loose 0-2 Loose 2-4 Slightly Compact 4-8 Medium Dense 8- 16 Dense 16-26 Very Dense Over 26 Terms(Cohesive Soils) Q.-(tans/ft2) Very Soft 0-0.25 Soft 0.25-0.50 Firm(Medium) 0.50- 1.00 Stiff 1.00-2.00 Very Stiff 2.00-4.00 Bard 4.00+ PARTICLE SIZE • Boulders 8 in.+ . • Coarse Sand 5 mm-0.6 mm Silts ' 0.074 mm-0.005 mm Cobbles 8 in:-3 in. Medium Sand 0.6 mm-0.2 mm Clays 0.005 mm&Smaller Gravel 3 in. -5 mm Fine Sand 0.2 mm-0.074 mm • Location Map 4tI 1 7th 7k ;., Vintage investments Qth t . 6th St. ..; 1 Oti'a St 1 Ith St -;: ...:: .. 12th St` '- 12t h 3f :. 13th St 14tPt at ' , I '`r e, s, ?, Ci. t .<' U - x 19t}i a� 22nd St.: i d r St 0 0 24th St ; j„ 80th 3, �Qf_I�IrJfl._ ridi/o.1hl_g...q.J: fLece. r ir('Ictc: f� �r`f !I. �L!_I virsit our , �•� a-��' io Generalized Site Plan with Boring Log Locations l0's street ....Asphalt StufbeP;; .Grave.surface - �F•.. Commcc19t l Q Street Street • .. .. .. . Adjoining pattog lot that is not pan of the ptoposod . . . . . . . :" bwldfog site Test pit#1 is located 60' south,60'west of the �s northeast corner of the site: 0 7IT� Test pit#2 is located 57' east,45'north of the North 1 th south west corner of the site. Not to scale 11 THUG lJ Geo technical Investigation Boring Log Project: 10th Street, Anacortes Date: January 28, 1998 Client: Vintage investments Test Pit#1 Logged By: Brian Steele Location: 60'S.,60'W. of NE corner of site Page 1 of 1 Elevation : Not known Depth(ft) USCS Soil Deactiption 0 GW:green, well graded gravel with sand,moist,dense,imported fill 1 — SW:brown,well gaded sand with gravel, moist,medium dense, imported fill,seepage at base of unit. 2amaisk CL: blue clay,wet,dense, perched water at top of unit 3 — .. ... - ...._ 4 — 5 Sample 1.I:. 7.59%u ozganics, OL: dark brown,medium dense, organic sandy silt with gravel,loose ... ... 24 1% from 6'to 8.5',moist at top of unit to wet below 8'. 6 moisture • 7 — • 8 - r Water table at 8' 9 — ML:Blue/gray silt,wet, very soft 10 — Bottom of pit 10' Comments: 12 • • • Geotechnical Investigation Boring Log Project: IO'h Street, Anacortes. Date:January 28, 1998 Client: Vintage Investments Test Pit#2 Logged By: Brian Steele Location: 45'N., 57'E.of SW corner of site Page 1 of 1 Elevation : Not known Depth(ft) USCS Soil Description 0 — 1111111111 -. Asphalt • SW:brown,well graded sand with gravel,moist,medium dense, imported fill,seepage at base of unit. I — OL: dark brown, organic silt with gravel, dense,moist. • 2 — • a — — CL:bluish green silty clay,dense,moist. 3 — 4 -- -- • 5 -- 6 — r-- 7 — — Caving of OL: dark brown,organic silt with sand,branches and other organic • — rest pit debris up to two feet long,dense from 5'to 7',loose from T to 9', moist at the top to wet at 8'. 8 Water table at 8' • — 9 — Bottom of pit 9' 10 — Comments: • 13 Materials Testing & MT C Consulting, Inc. Moisture,.Ash and Organic Matter of Peat and other Organic Soils ASTM D-2974 Client: Vintage Investments Project: 10's Street, Anacortes Project No.: 980108 Source: Test Pit #1 Sample Description: Dark Brown Organic Silt Moisture Content 24.1% Organic Matter Content 7.59 % by weight* * Test Method C Lab No.: 656 Tested By: Mayes Testing Engineers Reviewed By: Curtis M. Jones, Laboratory Manager 1687 Old Hwy 99 South • Mt.,Vernon, WA 98273 • (360)428-0900,FAX(360)428-6082 814 Lakeway Drive,#161 • Bellingham, WA 98226 • (360) 647-6061 14 1994 Washin. ; State Nonresidential Ener. Code om.liance Form Mechanical Summary MECH-SUM '994 Wasnmgron State vonrmoenaal Energy Coos compliance Forms Aom 1994 Project Info Project Address 1009 COMMERCIAL AVE. Date 5-19-98 ANACORTES For Building Department Use Applicant Name WEST MECHANICAL, INC. Applicant Address 4443 ALDRICH ROAD BELLINGHAM Applicant Phone 360-734-7599 Project Description Briefly describe mechanical system type and features ❑ Simple System ❑ Complex System U Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications)' 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 OSA CFM SEER ID Brand Name' Model No 1 Capacrty2 Total CFM Econo or EER IPLV3 Location HC-1 LUXAIRE DAUC-T072N100 75 - 2500 9 ROOF HC-2 LUXAIRE DHUC-T060N100 59 2000 10 . 15 ROOF HC-3 LUXAIRE DHUC-T048N075 48 1600 10 . 35 ROOF HC-4 LUXAIRE DHUC-T036N050 40 1200 10 . 10 ROOF HC-5 LUXAIRE DAUA-F030N045 28 . 4 1000 10 . 0 ROOF Heating Equipment Schedule Equip OSA cfm ID Brand Name' Model No' Capacrty2 Total CFM Econo Input Btuh Output Btuh Efficiency° HC-1 LUXAIRE DAUC-T072N100 100MB 2500 100 79 80 . 5 HC-2 LUXAIRE DHUC-T060N100 100MB 2000 100 79 80 . 5 HC-3 LUXAIRE DHUC- T048N075 75MB 1600 75 60 80 . 9 HC-4 LUXAIRE DHUC- T036N050 50MB 1200 50 40 81 . 9 HC-5 LUXAIRE DAUA-F030N045 45MB 1000 45 36 80 . 2 Fan Equipment Schedule Equip ID Brand Nam& Model No 1 CFM SP' HP/BHP Flow Controls Location of Service 'If available 'As tested according to Table 14-1.142 or 143 'If required °COP. HSPF, Combustion Efficiency,or AFUE,as applicable Flow control types VAV,constant volume or vanable speed r 1994 WashinL n State Nonresidential Ener• Cot Jom•liance Form Mechanical Summary (back) MECH=SUM .. 1094 Washington Slab NonreSWIM S'Energy Coda Compliance Conn A0.3.1e93 System Description If Heating/Cooling ❑Constant von? U Air cooled? U Packaged sys? U<54,000 Stub? See Section 1421 for full description of or Cooling Only: USplit system? U Economizer included? Simple System qualifications. If Heating Only U <5000 cfm? U <70%outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. 1, Start / \ eatinglCooling Constant-_, System TypeiJ-I or Cooling Only "'volume?--no Heating Only�r yes Y' CAir Cooled?- 5000 cfm*` - = no yes 1 yes no J. ' Reference Sec. 1421 Packaged. <70°h OA > stem? no �- yes 'If no <54,000 BtuR � Split __� nor 1900 cfm . \System? no \ yes yes ' (mncludes, I,Econo7) ''Reference, -54,000 Btu . no I 1 yes Sec. 1423 `or 1900 din?no ,, Jr yes I y All Simple System owed c I ' Reference i Sec 1420 V /if 1 Use Complex Reference p System Sec. 1430 Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. i 1 7i 1994 Washing State Nonresidential Energy Cod( ompliance Form • Mechanical Permit Plans Checklist MECH-CHK 1994 Washington Slate Energy Code Compliance forms Apnl 1994 Project Address Date 1009 COMMERICAL AVE. s-19-08 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1 01-1424) 1411 Eqpmt performance yes jno n a 1411 4 Pkg elec htg 8 clg List heat pumps on schedule M-1 {r yes no n a 1411 1 Minimum efficiency Equipment schedule with type,capacity,efficiency M-1 1412 HVAC controls •yes no n a 1412 1 Temperature zones Indicate locations on plans M-1 yes no n a 1412 2 Deadband control Indicate 5 degree deadband minimum yes no n a 1412 3 Humidity control Indicate humidistat Yell no n a 1412 4 Automatic setback Indicate thermostat with night setback and 7 different day types M-1 yes •no n a 1412 4 1 Dampers Indicate damper location and automatic controls M—1 • Yee no n a 1412 5 Heat pump control Indicate microprocessor on thermostat schedule yes no n a 1412 6 Combustion htg Indicate modulating or staged control yes no n a 1412 7 Balancing Indicate balancing features on plans yes no n a 1422 Thermostat interlock Indicate thermostat interlock on plans yes no n a 1423 Economizers Equipment schedule 1413 Air economizers types :no n a 1413 1 Operation Indicate 100%capability on schedule M—1 !yes no n a 1413 2 Control Indicate controls able to evaluate outside air M—1 yes no n a 1413 3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes no n a 1414 1 Duct sealing Indicate sealing necessary M-1 (�r yes .no n a 1414 2 Duct insulation Indicate R-value of insulation on duct R—8 •`yes no n a 1415 1 Piping insulation Indicate R-value of insulation on piping yes no n a 1424 Separate air sys Indicate separate systems on plans (ye_s no Mech Sum Form Completed and attached Equipment schedule with types, input/output.efficiency,cfm,hp,economizer SERVICE NATER -IEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg yes no n a 1441 Elec water heater Indicate R-10 insulation under tank yes no n a 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools yes no n a 1452 Pool water heaters Indicate not electnc resistance yes no n a 1453 Pool heater controls Indicate switch and 65 degree control yes no n a 1454 Pool covers Indicate vapor retardant cover yes no n a 1454 Pools 90+degrees Indicate R-12 Rood cover If"no" is circled for any question, provide explanation: 1994 Washing'.(---- ashing State Nonresidential Energy Code. omptiance Form Mechanical Permit Plans Checklist MECH-CHK 1994 Wasnmgton State Energy Code Compliance Forms apni 1994 Mechanical - General Requirements 1413.3 Integrated Operation:Building Heating Energy:Air economizers shall be capable of providing partial cooling even when 1412 Controls additional mechanical cooling is required to meet the remainder of the 1412.1 Temperature Controls:Each system shall be provided with at cooling load Controls shall not preclude the economizer operation when least one temperature control device Each zone shall be controlled by mechanical cooling is required simultaneously individual thermostatic controls responding to temperature within the zone Exception: Economizers on individual.direct expansion cooling At a minimum.each floor of a building shall be considered as a separate systems with capacities not greater than 75,000 Btu/h may zone include controls that limit simultaneous operation of the 1412.2 Deadband Controls:When used to control both comfort heating economizer and mechanical cooling for the purpose of preventing and cooling,zone thermostatic controls shall be capable of a deadband of at ice formation on cooling coils least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone is shut off or reduced to a minimum 1414.1 Sealing:Duct work which is designed to operate at pressures Exceptions: above 1/2 inch water column static pressure shall be sealed in accordance 1 Special occupancy,special usage or code requirements where with Standard RS-18 Extent of sealing required is as follows deadband controls are not appropriate ' 2 Buildings complying with Section 1141 4,if in the proposed 1. Static pressure' 1@inch to 2 inches,seal transverse pints building energy analysis,heating and cooling 2. Static pressure' 2 inches to 3 inches,seal all transverse pints thermostat setpoints are set to the same temperature and longitudinal seams. between 70 degrees F and 75 degrees F inclusive, 3 Static pressure. above 3 inches.seal all transverse Joints and assumed to be constant throughout the year longitudinal seams and duct wall penetrations ' 3 Thermostats that require manual changeover between heating and cooling modes 1414.2 Insulation:Ducts and plenums that are constructed as part of the 1412.3 HumidityControls:It a system is building envelope shall meet the requirements of Chapter 13 Other ducts ys equipped with a means for and plenums shall be thermally insulated per Table 14-5 adding moisture.a humidistat shall be provided 1412.4 Setback and Shut-OH-HVAC systems shall be equipped with Exceptions: automatic controls capable of accomplishing a reduction of energy use 1 Within the HVAC equipment. through control setback or equipment shutdown during periods of non-use 2 Exhaust air ducts not subject to condensation or alternate use of the spaces served by the system The automatic controls 3. Exposed ductwork within a space that serves that space only shall have a minimum seven-day clock and be capable of being set for seven different day types per week 1415 Piping Systems Exceptions: 1415.1 Insulation: Piping shall be thermally insulated in accordance with 1 Systems serving areas which require continuous operation at the Table 14-6. same temperature setpoint Exception:Piping installed within unitary HVAC equipment 2 Equipment with full load demands of 2 kW(6,826 Btu/h)or less may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated in hour controls accordance with Washington State Plumbing Code(WAC 51-26) 1412.4.1 Dampers:Outside air intakes exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS(PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon power failure Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type.To qualify as a simple system,systems shall be one of dampers These dampers shall remain closed in normal operation until the following' activated by the fire alarm system or other approved smoke detection a Air cooled,constant volume packaged equipment.which provide system heating,cooling or both,and require only external Exceptions- connection to duct work and energy services 1 Systems serving areas which require continuous operation b Air cooled,constant volume split systems,which provide heating, 2 Combustion air intakes cooling or both,with cooling capacity of 54.000 Btu/h 1412.5 Heat Pump Controls:Unitary air cooled heat pumps shall include or less. microprocessor controls that minimize supplemental heat usage during c Heating only systems which have a capacity of less than 5,000 start-up,set-up and defrost conditions These controls shall anticipate cfm or which have a minimum outside air supply of , need for heat and use compression heating as the first stage of heat less than 70 percent of the total air circulation Controls shall indicate when supplemental heating is being used through All others stems shall comply with Sections 1430 through 1438 visual means(e g, LED indicators) Y FY9 1412.6 Combustion Heating Equipment Controls:Combustion heating 1422 Controls:In addition to the control requirements in Section 1412. equipment with a capacity over 225.000 Btulh shall have modulating Or where separate heating and cooling equipment serve the same temperature staged combustion control zone,thermostats shall be interlocked to prevent simultaneous heating and cooling. Exceptions 1 Boilers 1423 Economizers: Economizers meeting the requirements of Section ' 2 Radiant Heaters 1413 shall be installed on packaged roof top fan-cooling units having a supply capacity of greater than 1,900 cfm or a total cooling capacity greater 1412.7 Balancing: Each air supply outlet or air or water terminal device than 54,000 Btu/h shall have a means for balancing,including but not limited to,dampers. The totalcapacity of all units without economizers shall not exceed temperature and pressure test connections and balancing valves 24The per building. 1413 Air Economizers 1424 Separate Air Distribution Systems:Zones with special process 1 1413.1 Operation: Air economizers shall be of automatically modulating temperature requirements and/or humidity requirements shall be served by outside and return air dampers to provide 100 percent of the design supply separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical cooling comfort conditions 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads • 1994 Washing', State Nonresidential Energy Code 3mpliance Form Mechanical - Complex Systems Checklist MECH-COMP 1994 Washington State Energy Code Compliance Forms Aprd.1994 Project Address Date The following additional information is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings(see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yes no n a. 1431.1 Field assem.sys Provide calculations _ 1432 Controls yes no n a. 1432.1 Setback 8 shut-off Indicate separate systems or show isolation devices on plans !, 1432.2 Temp.reset control yes no n.a. 1432.2.1 Air systems Indicate automatic reset yes no n.a. 1432.2.2 Hydronic systems Indicate automatic reset yes no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption yes no n.a 1434 Separate air sys Indicate separate systems on plans yes no n.a. 1435 Simul htg 8 clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yes no n a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes no n a 1437 Elec.motor effic. MECH-MOT or Equip.Schedule with hp,rpm,efficiency yes no n a 1438 Venable flow sys Indicate vanable flow on fan and pump schedules If"no" is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project Refer to the indicated Code sections for more complete information on the requirements Start Here Se tea 1411.1 Equipment Petf i Shall Meet Tables 141 through 14-3 Sad a 1431.1 Reid- Yes Caicuiaoons of Assembled 1 Total On-sire Energy Egwpmenr' input&.Output Regwred No; • Air Seale 1432.2 m' Yes Capacity ofHW No system yste Yes Sedsl&Jiil Hot Water Supply Hearing System S �__� Supply Au Reset Temperance Reset Greater Than Multiple Controls Required - 000.000 BMW' Zones Requited No (continued on O back) 1994 Washli., Lon State Nonresidential Ener• Cia_a Comeliance Form Mechanical - Complex Systems (back) MECH-COMP 1994 Washington State Nonresidential Energy Code Compliance Forms Apnl,1991 (continued from front) Eiecmc Multi- Inami Sa -" Motor Efficiency No speed \ NoMot Included in Egwpmer Motor m a ' ' Efficiencies Performance MWtl-speed Table Ram* System" . \\/7/ Yes Yea Yes j \ Yee - Heating& Elaine Heating 0,000 Canaan; \s-_/ CooMpm one Binh" N, Package" Fuel No Non-Electric I Seetlen1411.4 I Seethe 1/12.4 Must be Modubmg Heal Pump 225,000 Yes or Staged Bush Combustion \opacity' Controb It I ✓ Required No 1412.5 Provide Microprocessor — o I Hat Pump �� Conoob .StPPIY\ Satin 1434 5000 CPA&\ Yes 50%Effective N Outside Mr - I Hat Recovery \\ 10'P / System Required CoolmgN Yea/'Packaged No i Cooling No /" Total Bldg No Capacity' „ . Rooftop Capacity b"54.000 Mu "\ Unit" / 84.000 Both', . 240,000 FIRM, No Yea Yea I 1 Seeders 1413 Au-Sole Economizer Required I , Y c i Application N.. Satan 143S ea a - Yes Variable Flow <� involve ' 'Faso or Pumps Venable Flows".' \ ' 10 HP" 7 Require No No Seale,MS Fan Powered Yee VAV Terminal Units System" Required No Seaton 1435 Simultaneous Heamy& i l Done ' Cooling Prohibited • 1994 Washing I State Nonresidential Energy Cod ompliance Form • Electric Motors MECH-MOT 1994 Wasnington State Energy Code Compliance Forms 44,n1 1994 Project Address Cate Complete the following for all design A 8 B squirrel-cage,T-frame induction permanently wired polyphase motors For Building Department Use from 1 hp to 200 hp having synchronous speeds of 3600,1800 or 1200 rpm(unless one of the exceptions below applies) Motor .Min Nom. No or Type Synch Full load Location HP (open or closed) Descnption of Application or Use Speed Efficiency Open Motors Closed Motors Exceptions Synchronous 1. Motors in systems designed to use more than one Speed(RPM) 3,600 1,800 1,200 3600 1 800 1,200 speed of a multi-speed motor HP Efficiency(%) Efficiency(%) 2 Motors already included in the efficiency 1 0 - 82 5 80 0 75 5 82 5 80 0 requirements for HVAC equipment(Tables 14-1 or 1 5 82 5 84 0 84 0 82 5 84 0 85 5 14-2) I 2 0 84 0 84 0 85 5 84 0 84 0 86 5 3 Motors that are an integral part Q e not easily I 3 0 84 0 86 5 86 5 85 5 87 5 87 5 removed and replaced of specialized process 5 0 85 5 87 5 87 5 87 5 87 5 87 5 equipment(i.e.equipment which requires a special 7 5 87 5 88 5 88 5 88 5 89 5 89 5 motor,such as an explosion-proof motor) 10 88 5 89 5 90 2 89 5 89 5 89 5 4 Motors integral to a listed piece of equipment for 15 89 5 91 0 90 2 90 2 91 0 90 2 which no qualifying motor has been approved(i.e.if the 20 90 2 91 0 91 0 90 2 91 0 90 2 only U L.listing for the equipment is with a less-efficient 25 91 0 _ 91 7 91 7 91 0 92.4 91 7 motor and there is no energy-efficient motor option) 30 91 0 92 4 92 4 91 0 92 4 91 7 40 91 7 93 0 93 0 91 7 93.0 93 0 For motors claiming an exception,list motor and note 50 92 4 93 0 93 0 92.4 93 0 93 0 which exception applies 60 93 0 93 6 93 6 93 0 93 6 93 6 75 93 0 94 1 93 6 93 0 94 1 93 6 100 93 0 94 1 94 1 93 6 94 5 94 1 I 125 936 945 941 945 945 941 150 93 6 95 0 94 5 94 5 95 0 95 0 200 945 950 945 950 950 950 1co COurr 'c-!tL- ,, I COS-Ce rnrna tt AI. -osst.5 ' Da- �4i `--e,C Co-scriPtSt--1 L.11 Le/Ere-1-e : INS --roes jt t7>-5" p) % QC- ` 1 2'a �0 y?j- - - - - - - -3L'-SI. P- r fJoTE '. ri'le-uTio+� 7n Kick Is . Leo1rr R,rntic —�� ` 2,Jeac- �, F� c( e�RutEYz i s ) 4' e'c2 tiv C xco" ry a 5 rZ" C7 i Q, CMGr AbP aC AA O r rV' • Y *Q lo [ ur • 1b-98 THU 13. 08 FAX 425 869 7900 TRUS JOIST MACMILLAN - C(7J 001 Cb;i4 s i YYY 4 LIMITED PARtNE&SNIP July 16. 1998 Frontier Industries 1911 Commercial St. Anacortes,WA 98221 Attention : Mike Headrick /07H- S C-- r•-•-• Reference: Vintage Investments-Anacortes, WA Dear Mike; I understand in talking with Ed Millare in our office this morning, that the Anacortes Building Department has expressed concerns regarding a couple of items relative to the roof trusses provided on the above referenced project. As I understand it,the Building Department has questioned the cutting of the bottom chord bridging at fire wall locations.Additionally,they have questioned the cutting or removal of starter struts. The following is in response to the above two items of concern:First, regarding the issue of bridging. As long as 3 adjacent trusses are continuously connected by bridging rows, it acceptable to cut the bridging. Secondly,both the starter struts and strut bracing arc required as part of a safe installation of ow products. Once the trusses have been erected and sheathed, the strut bracing and starter struts are no, longer required and may be cut or removed. If I can be of further assistance regarding this matter please feel free to call. Cordially; • Trus Joist MacMillan Jack V.Peterson PE NW Regional Engineer Northwest Region• 8644 154th Avenue Northern)•Redmond,Weshinglon 98052•Phone 425 869.9700• Fox 425 869 7900 ENGINEERING DESIGN / air ANVIL \ / 1675 W BAKERVIEW ROAD PROJECT MANAGEMENT BELLINGHAM WA 98226 CONTR LIC HAN-VI-LC-2710H TESTING LABORATORIES CORPORATION TELEPHONE(360)671-1450 INSPECTION / \ / FAX(360)671-1697 INITIAL WELDING INSPECTION REPORT PROJECT: 10th & Commercial/Office Retail Bldg. DATE: 5-19-98 JOB SITE/ADDRESS: Anacortes, WA JOB NO.: BW0508 CLIENT: Vintage Investments REPORT NO.: W01 CONTRACTOR: Edco, Inc. INSPECTOR: J. Karber INSPECTION: Fillet& Full Pen Welds Met with T. Thomas of Edco, Inc. and reviewed the project drawings and specifications with regards to welding and welding inspection. Project drawings and specification require all welding to be in compliance with the UBC and the welding to be performed by WABO qualified welders. Anvil requested a copy of the applicable project drawings and specifications in regards to the welding and inspection requirements. Copies of inspection reports shall be sent to: a) Don Measamer — City of Anacortes, Building Department, P.O. Box 547, Anacortes, WA 98221 b) T. Thomas — Edco, Inc., 1252 Ovenell Rd., Mt. Vernon, WA 98273 The welding sub-contractor is Edco Inc. Anvil requested a review of the applicable weld procedures to be used on the project and the welder's WABO qualification. Copies of weld procedures were not available for review. The following welder WABO certifications were reviewed and are in compliance with project drawings and specifications. NAME SS# EXP.DATE THICKNESS POSITION PROCESS Gerardo Sustaita SUS 94 4125 7-1-98 1/8'and over All FCAW VISUAL INSPECTION Visually inspected fit-up on the column to base plate and column to beam connections. Edco will provide a copy of the welding procedures used on the project. The Contractor foreman was informed of the inspection results. •+xs N ANVIL CORPORATION CC 1 89050231 4‘' cc: DonMeasamer—CityofAnacortes //CNI� Larry Douglas T. Thomas — Edco, Inc. ` CWI/WABO Registered • / ENGINEERING DESIGN = ANVIL 1615 W BAKERVIEW ROAD PROJECT MANAGEMENT BELLINGHAM WA 98226 CONTR LIC.MAN-VI-LC-2710H TESTING LABORATORIES CORPORATION TELEPHONE(360)671-1450 INSPECTION FAX(360)671-1697 FOLLOW-UP WELDING INSPECTION REPORT PROJECT: 10th & Commercial Office Retail Bldg. DATE: 5/27/98 JOB SITE/ADDRESS: Anacortes, WA JOB NO.: BW0508 CLIENT: Vintage Investments REPORT NO.: W02 CONTRACTOR: Edco, Inc. INSPECTOR: J. Karber INSPECTION: Welding Met with T. Thomas of Edco, Inc. and discussed welding progress and welding inspection requirements. Visually inspected fillet and full-penetration welds on two of the three assemblies. All welds checked were found to be in accordance with the drawings and specifications. All of the full-penetration welds will be tested with shear wave and/or magnetic particle testing. The Contractor should complete all welding by the middle of next week. Anvil will make a complete inspection at that time. T. Thomas of Edco was informed of the inspection results. AwS ANVIL CORPORATION URN52DC I G �u, i��� / s.DOGUS 27 w Larry Douglas CWI/WABO Registered cc: Don Measamer— City of Anacortes T. Thomas — Edco, Inc. S:\WELDING\bw0508\word\w 2.doc ✓ ENGINEERING DESIGN Z'ANVIL 1675 W.BAKERVIEW ROAD PROJECT MANAGEMENT BELLINGHAM WA 98226 TESTING LABORATORIES CONTR LIC #AN-VI-LC-2710H INSPECTION CORPORATION TELEPHONE(360)671-1450 \ / \ J \ FAX(360)671-1697 FOLLOW-UP WELDING INSPECTION REPORT PROJECT: 10th & Commercial Office Retail Bldg. DATE: 5/28/98 JOB SITE/ADDRESS: Anacortes, WA JOB NO.: BW0508 CLIENT: Vintage Investments REPORT NO.: W03 CONTRACTOR: Edco, Inc. INSPECTOR: J. Karber INSPECTION: Welding on Frame at Grid 1, Bldg. A & Grid 2, Bldg. B Met with T. Thomas of Edco, Inc. and discussed welding progress and welding inspection requirements. Visually inspected the remaining fillet welds on the above structures. All welds visually inspected were found to be in accordance with engineering notes and architectural drawings. I received a copy of the UT & MT reports on the full penetration welds. T. Thomas will fax a copy of the welding procedures to Anvil. T. Thomas of Edco was informed of the inspection results. Attachments: UT and MT reports. ANVIL CORPORATION /WN,R. DAUGiAS E9050231 Larry Douglas � t CWI/WABO Registered cc: Don Measamer— City of Anacortes T. Thomas — Edco, Inc. S:\WELDING\bw0508\word\w 3.doc REPORT NO. MT 514 0 ANVIL CORPORATION CLIENT _ EOCO DATE 0J27/98 PAGE 1 OF 1 ADDRESS MOUNT VERNON, WA INSPECTOR LARRY GILBERT CLIENT IDENTIFICATION JN 2430 TECHNICIAN VERN GRENIER JOB LOCATION SHOP JOB NUMBER PROCEDURE AWS ACCEPTANCE AWS 81.1-98 REPORT OF MAGNETIC PARTICLE EXAMINATION LOCATION AND IDENTIFICATION SKETCH INTERPRETATION REPAIRS DATE PART IDENTIFICATION AREA COMMENTS ACCEPT REJECT ACCEPT REJECT 5/27/98 COLUMN #1 WEB 100% X • COLUMN #2 LEFT WEB " _I X RIGHT WEB X COLUMN #3 LEFT WEB X RIGHT WEB X COLUMN #4 WEB X COLUMN #5 WEB X ! COLUMN #6 WEB X ` I I LAR GILB RT LEVEL II MT I METHOD OF INSPECTION: MANUFACTURER OR CONTRACTOR LEK DRY ❑ WET ❑ RESIDUAL ®(CONTINUOUS AUTHORIZED BY TYPE OF MAGNETIZING CURRENT: EQUIPMENT: 0 AC ❑ DC ❑ HALF-WAVE ❑ PRODS KXJ YOKE ❑ COIL ® VISIBLE ❑ FLUORESCENT ❑ CIRCULAR ANVIL 528 ANVIL CORPORATION ULTRASONIC EXAMINATION OF WELDS CLIENT EDCO DATE 05/27/98 REPORT NO, 05279801 ADDRESS MOUNT VERNON, WA CLIENT P.O. JN 2430 CLIENT PROJ. NO. PROJECT ANACORTES LIOUOR STORE MATERIAL TYPE FE LOCATION SHOP MATERIAL THICKNESS 3/8" - 1/2" SPECIFICATION AWSD7.1-98 WELD JOINT TFE OTHER 62 WELD PROCESS FABRICATION I.D. w LuCC z CO - = 2 w J _1 w Z w O ccZ ❑ ¢ O O ¢ < 7 j - J Z J ¢ O O C7 CC a Icy, W C7 x O } r 1 O O F- W W W 0 ~ ~ Z I = ¢ O c Z Z a 0 O W < > CC > Z O ¢ F- J Z c D i W IliO Z Z J OW W W W ¢ O ~ O 00 F- 0) ¢ O ¢ O 0 -, ¢ ¢ _ J LL J 1- W ¢ Z 00 0. . co 2 w CC WELD I.D. w Z w F- Z c w Z w ¢ - Li_ - Lt. ¢ CC F- CC ¢ J ¢ CI . 0 0 ^ COLUMN #1 TOP X 70° 1-2_ 52 +6 1/4"I BOTTOM X " 1 " I COLUMN #2 LEFT TOP X BOTTOM X " " I RIGHT TOP I X " " BOTTOM I X 1 " I " +6 1/4" COI INN #3 IFFT TOP X " " I +R BOTTOM X +R RIGHT TOP X " BOTTOM X 11 " " +8 MOIIIMN 44 TOP 1 X " " " BOTTOM X " " " +6 1/2" COLUMN #5 TOP I X _ " " " BOTTOM X " I " " I +6 I 1/4" COLUMN #6 TOP X BOTTOM X " " " +9 USE AS DIRECTED BY AWS D1.1 + 1 — X REMARKS I PLAN VIEW CERTIFIED BYre' VERN L. GRENIER LEVEL II UT __ ANVIL 129 COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0055 P.O. BOX 547 APPLIED: 03/25/98 ANACORTES, WA 98221 ISSUED: 05/26/98 (206) 293-1901 EXPIRES : 05/26/99 SITE ADDRESS : 1001 COMMERCIAL AVE ASSESSOR' S PARCEL NO. : 3772-018-006-0006 PROJECT DESCRIPTION: Construct single story retail structure. — OWNER — CONTRACTOR — LENDER RONDAL WOOLWORTH P.O. BOX 487 ANACORTES WA 98221 — FEES TYPE OF WORK •NEW AREA (sf) VALU...$: 101400 Code Amount---- By- Date---- Receipt TYPE OF USE -COM LOT • 20800 REQUIRED SETBACKS---- PLCK $ 420.23 SF 05/26/98 8479 CENSUS CATEGORY .7 1ST FLR • 2450 FRONT • 0 ft PRMT $ 646.50 En 05/26/98 8479 ZONING 2ND FLR - 0 SIDE(1)..: 0 ft pa03c $ 44.50 EF 05/26/98 8479 :CBD BASEMENT • 0 SIDE(2)..: 0 ft PPLN $ 62.00 EF 05/26/9s 8479 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR 0 ft STEC $ 4.50 EF 05/26/98 8479 :M :? :? :? OTHER • 0 REQUIRED PARKING-- Iasi $ 4828.00 EF 05/26/98 8479 TYPE OF CONSTRUCTION TOTAL • 0 INSP $ 50.00 EE 05/26/98 8479 :5-1HR:? •? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 saws $ 5050.00 EF 05/26/98 8479 OCCUPANT LOAD STORIES • 1 COMPACT • 0 0: 0: 0: 0: BUILDING HEIGHT.: 19 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 11105.73 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 VENT FANS • 1 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 1 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 0 WATER CLOSETS...: 1 WASHING MACHINES: 0 FLOOR DRAINS • 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 0 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 1 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 1 KIT SINKS W/DISP: 0 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and taws regulating activities covered by this permit. C-1-"V)--e-r-e---67 (Z; It / it-LlThiS_ Issued by Aplicant or Owner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 I 1 FINDINGS OF FACT AND CONCLUSIONS OF LAW AND DECISION THEREON ON VINTAGE INVESTMENT'S REQUEST TO REZONE BLOCK 18, MAP OF ANACORTES FROM "COMMERCIAL" TO "CENTRAL BUSINESS DISTRICT" Final G1S Y Off'.. FINDINGS OF FACT 1.0 General Background 1.1 On March 18, 1998 Vintage Investments applied to the City to rezone the southeast corner of 10th Street and Commercial Avenue from "Commercial" to "Central Business District"; the application is Attachment 1. (This tract of land includes Lots 7-10, Block 18, Map of the City of Anacortes but extends to include more property; see legal in Attachment 1. The project area shall be referred to in these Findings as "Block 18".) 1.2 The property to the east and south are owned by Skippers and Washington First Federal Savings Bank, respectively. 1.3 The property to the North and West of Block 18 is zoned "Central Business District" and the property to the East and South is zoned "Commercial"; a zoning map is Attachment 2. 1.4 The Comprehensive Plan Map (Appendix A, Map 1) designates Block 18 for "Commercial" and the surrounding designations are the same as the zoning set forth in Attachment 2. 2.0 Procedural Background 2.1 Pursuant to the Regulatory Reform Act of 1995 the City has established procedures to solicit public and agency proposals to amend the text of the Comprehensive Plan and/or Development Regulations and to review these proposals for possible inclusion. This solicitation and review is conducted annually. Block 18 Rezone 2.2 The City has established a separate process for property owners to petition for a zone change. Such a zone change will involve changing both the Zoning Map set forth in the Development Regulations and the Comprehensive Plan Map, as these maps are now identical. 2.3 Sentence 3 of the Scope Section of Appendix F of the Comprehensive Plan (Administrative Procedures for Comprehensive Plan Amendments or Revisions) requires elaboration as follows: "A Comprehensive Plan (MAP) amendment must accompany any rezone application. (THIS IS TO BE DONE BY COMPLETING A PETITION FOR ZONE CHANGE IN THE FORM PRESCRIBED BY THE CITY PLANNING DIRECTOR AND FILING THIS WITH A SEPA CHECKLIST.) 3.0 Zone Change Proposal 3.1 The Rezone Petition is Attachment 1. 3.2 This Petition identifies the size of the subject property as 20,778 square feet and the existing condition of the property as: Paved/vacant parking lot; previously used for parking lot for former auto dealership, and parking lot for ferry shuttle program. 3.3 The Petition includes the required maps and description of the area and surrounding uses in terms of Comprehensive Plan, and Zoning, and Shoreline designations and of existing buildings and roads. 4.0 State Environmental Policy Act (SEPA) 4.1 The Planning Director has been designated the responsible official for those proposals for which the City is the Lead Agency. 4.2 The SEPA Checklist that accompanied the Rezone Petition is Attachment 3. 4.3 The SEPA Checklist states that "no changes are likely to occur due to this proposed rezoning..." (D1), that "this proposal does not affect existing utilities and services..." (B16b), and that "rezoning would assure compatibility between permitted and actual uses..." (B81). 4.4 A Determination of Nonsignificance (hereinafter "DNS") was issued for this project on March 18, 1998 and published in the Anacortes American on March 18, 1998. Attachment 4. The Planning Director has evaluated the impacts of this proposal and determined that this project does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.22C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 2 Block 18 Rezone 4.5 No comments were received during the SEPA public comment period which ended April 1, 1998. 5.0 Notice 5.1 The Anacortes City Zoning Ordinance, contains public notice requirements for Rezone Applications. The Ordinance requires the Planning Commission to hold public hearings on Rezone Applications, Section 17.10.090 B(1), with public notice being given as follows: "Except where specified otherwise in the Ordinance Notice of Public Hearings shall be given at least fifteen days in advance of the hearing by posting copies of the Notice of Hearing at the Anacortes Municipal Building, at the United States Post Office in Anacortes, and if applicable, on the property proposed; to be changed. Notice shall also be published once in the official City newspaper at least fifteen days in advance of the hearing. For all Public Hearings Notice of Hearing shall be sent to all property owners within 300 feet of the exterior boundaries of the subject property. Expense of such posting and publication shall be borne by the applicant." Anacortes Zoning Ordinance Section 17.62.010 5.2 On March 16, 1998, a Notice of Application for the Rezone Permit Application and a Notice of Public Hearing before the Anacortes Planning Commission for a hearing on April 8, 1998, were posted at the Anacortes City Hall and the Anacortes Post Office. The property was posted with both notices on April 30, 1996. All of the posting was done at least fifteen days in advance of the public hearing date. 5.3 On March 18, 1998, the Anacortes American published a copy of the Notice. The first publication took place more than fifteen days in advance of the hearing. 5.4 Because the public hearing involved a Rezone, copies of both notices were mailed to property owners within 300 feet of the exterior boundaries of the subject property on March 16, 1998. 5.4.1 Written staff comments were received and incorporated into these Findings. 5.5 A Public Hearing was held before the Anacortes Planning Commission on April 8, 1998. At that meeting the Planning Commission voted to recommend approval of the Rezone Request to the City Council as being desirable and consistent with the Comprehensive Plan (See 8.1). The Planning Commission minutes are Attachment 6. The transcript of the Open Record Public Hearing is Attachment 7. 5.6 After the Planning Commission's hearing, the City Council scheduled a public hearing on the Rezone for April 20, 1998. For Notice, Publication and Posting information see 5.2 - 5 4 above. 3 Block /8 Rezone 5.11 A public hearing was held before the Anacortes City Council on April 20, 1998, pursuant to the notices. 6.0 GMA and Countywide Planning Policies 6.1 All Comprehensive Plan text revisions and map amendments must be consistent with the Growth Management Act Goals and Policies as formulated in the "Countywide Planning Policies, 1992" (Appendix C of the City Comprehensive Plan)(CPPs). 6.2 City staff concur with the applicant's assertion that "the proposal does not affect existing utilities and services" (Finding 4.3 above); The conclusions of their analysis are on file with the City Planning Department. Accordingly, the proposal is consistent with the GMA's Urban Growth Goal of "encouraging urban development in urban areas where adequate public facilities and services exist or can be provided in an efficient manner" (CPP 1). 6.3 Future development on the rezone property will further the "infill" policies of CPP 1.5 and 2.6. 6.4 The proposed rezone will further the economic development policies of encouraging "a diversified economic base" (CPP 5.5). 6.5 As the rezone property is currently used primarily for commercial activities and these activities can continue indefinitely no issues relating to the transfer of 1.5 acres from Commercial to Central Business District are apparent. 7.o Comprehensive Plan Policies 7.1 "Anacortes is the retail center for a trade area that takes in all of Fidalgo Island and the San Juans. Reflecting population and tourism growth in the San Juan Islands, the number of annual ferry passengers and vehicles has more than doubled since 1970 to approximately 600,000 passengers and 400,000 vehicles today. Over the same period, tourist traffic on the Anacortes to Sidney, B.C. ferry run has recorded no long- term increases, averaging approximately 150,000 passengers and 50,000 vehicles annually. During the 1970's Anacortes' population and retail sales grew in proportion with that of the surrounding region, maintaining approximately 14% of the County's population and 10% of its retail sales. Anacortes' retail sales totaled $71.3 million in 1980, with highway oriented sales (reflecting tourist traffic) composing a significant portion of total retail sales and reaching a high during the summer season." (p. 12). 7.2 Commercial Goal # 1 of the Comprehensive Plan's is to "increase retail sales trade". Policy (a) states: "Provide incentives for improvements and development of attractive, high quality commercial sites according to Comprehensive Plan, through City cooperation, zoning ordinance and land use plans." (p. 12). 4 Block 18 Rezone 7.2.1 As a result of the proposed rezone, two, existing popular Anacortes retail stores will be able to continue to provide goods and services to the citizens of Anacortes. 7.3 Commercial Goal # 1 of the Comprehensive Plan is to "increase retail sales trade". Policy (b) states: "Develop a comprehensive circulation and parking plan." 7.3.1 Through parking variance (reduction in on-site parking spaces required, issued by Planning Commission on 3/11/98) and cooperative agreement with Skagit Transit on parking space available for buses both the retail trade traffic as well as public transportation are served. (Attachment 5) 7.4 As to Goal 2 of Commercial: Goal 2 ("Improve economic growth and well being of the Central Business District 7.4.1: As proposed, the rezoned property will encourage attractive development in the area between 10th street and the waterfront. 8.0 Zoning Ordinance Provisions 8.1 Section 17.14.050 requires that: Application for zone change will be submitted to the Planning Commission. Application shall contain (1) legal description of property proposed for rezoning, (2) reason for rezoning, (3) type of zone requested, (4) signatures of all owners proposing rezoning, (5) a map showing all property owners of the area being proposed for rezoning and (6) a statement of how this benefits the community and will relate to the City's Comprehensive Plan. (7) To facilitate notification of individuals who would be affected by the change, a list of names and addresses of all owners of property located in and within 300 feet of the area proposed for rezoning shall accompany the application. (8) The Commission shall consider at the public hearing whether the proposed zone change is desirable and consistent with the Comprehensive Plan. In the event that the proposed zoning change is not consistent with the Comprehensive Plan, the zoning shall not be changed unless and until the Comprehensive Plan has been reviewed and changed by the City Council. 8.1.1 The application contains a complete legal description of the property proposed for rezoning. 8.1.2 The application contains the reason for rezoning ("To provide zoning which would allow uses in a manner compatible with surrounding uses"). 8.1.3 The application contains the type of zone requested (Central Business District). 8.1.4 The application contains signatures of all property owners proposing rezoning (Mr. Boyd Veer owns the entire property proposed for rezoning). 5 Block 18 Rezone 8.1.5 The application contains a map showing all property owners of the area being proposed for rezoning (Mr. Boyd Veer owns the entire property proposed for rezoning). 8.1.6 The application contains a statement of how this benefits the community and will relate to the City Comprehensive Plan (The zone change will "provide zoning which would allow uses in a manner compatible with surrounding uses"). 8.1.7 The application contains a list of names and addresses of all owners of property located in and within 300 feet of the area proposed for rezoning. 8.1.8 The Planning Commission considered at their public hearing whether the proposed change was desirable and consistent with the Comprehensive Plan. CONCLUSIONS OF LAW 1.1 The requirements of SEPA have been complied with. 2.1 The notice requirements of Zoning Ordinance Section 17.62.010 have been satisfied. 3.1 The applicable goals and policies of the Growth Management Act, the Countywide Planning Policies and the City Comprehensive Plan have been met by this application. 4.1 The conditions set forth in Zoning Ordinance Section 17.14.050 for rezoning have all been satisfied by this application. 6 Block 18 Rezone DECISION TO REZONE BLOCK 18, MAP OF THE CITY OF ANACORTES FROM COMMERCIAL TO CENTRAL BUSINESS DISTRICT. Based on the foregoing Findings of Fact and conclusions of Law, the City hereby rezones Block 18, Map of the City of Anacortes, from Commercial to Central Business District. These Findings of Fact and Conclusions of Law were adopted by the Anacortes City Council on May 4, 1998. CITY OF ANACORTN BY2 72b Ay ,Ij'tean Maxwell, Mayor ES : APPROVED AS TO FORM: eorg Khtaian, City Clerk Steve M f d, City Attorney "This w . en decision was mailed to the applicant and appellants (if any) on `'LLB al. (�( i q q' . Kath e, Land e Permit Manager" 7 2114# IP ha r��i EI P ECMiuri n 0 I . a -- 01 . 2 1 D intariPavedi r - 711 neritiMI !ii'r . IIIMII ■�,. %,PI__- • INNiiiI� 9TH ST. - I !1St Pall MIN '- NEM al `._,•� O _ ;;;_,� �, PR AREAPOSED toTH sr a Ifillag l 0 Ole Lis — a 1mi sT. itar . OR 11W 1111Millu:i. 0l I 7OIIl�l�i�t:si C ' SL ' , Paved 12TH ST. 1111 a% _ _i_. . in LI 11111 11 0 1 ° r_> taTH ST ■ Ej N.T.S. f 1 z REVISED: DATE: 3-13-98 aA PROPOSED REZONE 4-16-98 COMPUTER NAME; 10TH&COMM 1 0TH & COMMERCIAL CREATED BY: CITY OF ANACORTES ENGR. DEPT. VICINITY MAP 904 6TH STREET 9H �s RNH ANACORTES, WA 98221 9CO1 ATTACHMENT 2 31 j\ . ..»c,.�-.=N� !N 10 rH S T R Et T Cn16 C /. 61 fo I r`e1sa! I ti. ••/ •. "- LI : I P / • ,v 0 n , . 497; <LT'c:;EN; /8 1- N N1 o I /7 h aLi • o I I gi j �� slag so.er '9 `.. . a , .v s-rs' .. wj i ca.ao' S/.6s' _..t• 1 �Lt 4 7G' h ....`4C \ - : „.• r : 4 Iti CC V W1 1 /v. i :ir :_ ! n Q eni( i1 ' % ct' er9e! 3a.Pc \ Q /06 a 3H 3 .p' t LQT 08.00' :ja e ' ; � �,�� 11 TH STREET 0I -- '� i .. 1 This sketch is furnished for information purposes only to assist in property location with reference to streets and other parcels. No representation is made as to accuracy and the Company assumes no liabilty for any loss occurring by reason of reliance thereon. is, Under New Business, the Commission considered the parking requirements for a new commercial development proposed at 10th and Commercial. Mr. Marc Estvold, architect for applicant Mr. Ron Woolworth, pointed out that the City Zoning Code called for 27 on-site parking spaces and that the applicant was asking that this requirement be reduced to 23 spaces on the condition that certain on-street parking improvements be made. Mr. Jim Lair, Executive Director of Skagit Transit, pointed out that the project as proposed might impact his agency's use of the street for transit purposes. Mr. Lair added that SKAT needed 100 feet of frontage on 10th Street for three buses to park and transfer passengers. A discussion ensued on this issue. It was then agreed that further work on this item was necessary. The Commission did decide that it was appropriate to reduce the parking requirements from 27 on-site parking spaces to 23 on-site parking spaces provided the applicant constructs five angle parking spaces on his 10th Street frontage. This action was taken on a motion by Commissioner Leming, seconded by Commissioner Hasty, and passed unanimously. 3-/i-9 9 ; . CITY COUNCIL MINUTES - APR ' 20 1998 the project budget. Vote: Ayes — Sizemore, Brown, Christiansen, Robinette, Rock, Carlisle, and Petrish. Motion carried. - Public Hearing: Comprehensive Plan Map Amendment/Rezone 10`h and Commercial Avenue/Commercial to CBD Mayor Maxwell opened the Public Hearing on a Petition submitted by Vintage Investments to rezone a tract of land generally located at the southeast corner of 10'h Street and Commercial Avenue. The zone designation would change from "Commercial" to "Central Business District". Mr. Ian Munce, Planning director, used an overhead display to highlight the boundaries of the Central Business District including the subject property. The proposed rezone would constitute an expansion of the CEP. The site is the possible location for the liquor store and Radio Shack. The Planning Co-imission worked with the applicant on parking issues. Council received a copy of the site plan sh;.ving off-street and angled parking, and room for a SKAT bus pullover area. There was no negative public testimony and the Planning Commission recommended approval of the rezone. There were no comments from the audience and the Mayor declared the Public Hearing closed. After discussion Mr. Carlisle moved, seconded by Mr. Petrish, to amend the Comprehensive Plan Map with the rezone of 10'h and Commercial from Commercial to CBD. Mr. Rock spoke to future discussions regarding the zoning of the surrounding area. Vote: Ayes — Brown, Christiansen, Robinette, Rock, Carlisle, Petrish, and Sizemore. Motion carried. Closed Record Meeting: Conditional Use — Church Expansion Mr. Ian Munce, Planning Director began his review of this project by reporting that there were no appeals to the Planning Commission decision to recommend approval of the Westminster Presbyterian Church expansion project at 1300 911h St. The recommendation was made with 12 conditions attached. No appeals have been filed. Mr. Munce then displayed a drawing showing the building expansion and described the off-street parking arrangements. After discussion Mr. Carlisle moved, seconded by Mr. Christiansen, to approve the Conditional Use Application subject to the 12 recommended conditions. Vote: Ayes — Christiansen, Robinette, Rock, Carlisle, Petrish, Sizemore, and Brown. Motion carried. Public Hearing: Fidalgo Bay Plan (specific reference to properties owned by MJB and the Port of Anacortes (Proceedings are on tape and filed at City Hall) Mayor Maxwell opened the Public Hearing to take public comment on the Fidalgo Bay Area Sub-Area Plan. Mr. Ian Munce, Planning Director, presented a brief background, first pointing out that numerous public hearings have been held on this issue. Mr. Munce listed the development changes reached by consensus thus far; an esplanade, more sidewalks, railroad corridor, and design standards. The Planning Commission recommended that projects in this area be reviewed on a case by case basis carefully using the Conditional Use approach. MJB and the Port principal Industrial Park landowners submitted proposals at past hearings but no new formal submittals have been presented as of this public hearing. Copies of all correspondence have been forwarded to Council. Mr. Munce suggested that Council hear all the testimony this evening but to deliberate one week from tonight. Mr. Jack Papritz, 3706 J Avenue, began the public testimony. He emphasized development of tourism, convention center, and theme park for children, ship museum/aquarium. Mr. Don Yankacy spoke against the rezone and stressed the need for jobs. He then submitted additional signatures for a petition from Citizens against Rezone. Mrs. Cynthia Richardson, 5601 "D" Street, and Planning Commission member, reviewed the hearings, public testimony and over the last year. Mrs. Richardson suggested that now was the time for the Council to decide these zoning issues. She suggested that 22"' Street is the logical division for focus for tourist/commercial uses and industrial uses. Mrs. Lisa Klingman, 3310 F Avenue, spoke against the rezone and asked the Council to consider young people in town whose careers may be affected by this rezone. Ms. Carol Ehlers, 3 ' ,. CITY COUNCIL MINUTES -APP'" 20 1998 the project budget. Vote: Ayes — Sizemore, Brown, Christiansen, Robinette, Rock, Carlisle, and Petrish. Motion carried. Public Hearing: Comprehensive Plan Map Amendment/Rezone 10`h and Commercial Avenue/Commercial to CBD Mayor Maxwell opened the Public Hearing on a Petition submitted by Vintage Investments to rezone a tract of land generally located at the southeast corner of 10th Street and Commercial Avenue. The zone designation would change from "Commercial" to "Central Business District. Mr. Ian Munce, Planning director, used an overhead display to highlight the boundaries of the Central Business District including the subject property. The proposed rezone would constitute an expansion of the CBD. The site is the possible location for the liquor store and Radio Shack. The Planning Commission worked with the applicant ci parking issues. Council received a copy of the site plan showing off-street and angled parking, and room for a SKAT bus pullover area. There was no negative public testimony and the Planning Commission recommended approval of the rezone. There were no comments from the audience and the Mayor declared the Public Hearing closed. After discussion Mr. Carlisle moved, seconded by Mr. Petrish, to amend the Comprehensive Plan Map with the rezone of 10th and Commercial from Commercial to CBD. Mr. Rock spoke to future discussions regarding the zoning of the surrounding area. Vote: Ayes — Brown, Christiansen, Robinette, Rock, Carlisle, Petrish, and Sizemore. Motion carried. Closed Record Meeting: Conditional Use — Church Expansion Mr. Ian Munce, Planning Director began his review of this project by reporting that there were no appeals to the Planning Commission decision to recommend approval of the Westminster Presbyterian Church expansion project at 1300 9th St. The recommendation was made with 12 conditions attached. No appeals have been filed. Mr. Munce then displayed a drawing showing the building expansion and described the off-street parking arrangements. After discussion Mr. Carlisle moved, seconded by Mr. Christiansen, to approve the Conditional Use Application subject to the 12 recommended conditions. Vote: Ayes — Christiansen, Robinette, Rock, Carlisle, Petrish, Sizemore, and Brown. Motion carried. Public Hearing: Fidalgo Bay Plan (specific reference to properties owned by MJB and the Port of Anacortes (Proceedings are on tape and filed at City Hall) Mayor Maxwell opened the Public Hearing to take public comment on the Fidalgo Bay Area Sub-Area Plan. Mr. Ian Munce, Planning Director, presented a brief background, first pointing out that numerous public hearings have been held on this issue. Mr. Munce listed the development changes reached by consensus thus far; an esplanade, more sidewalks, railroad corridor, and design standards. The Planning Commission recommended that projects in this area be reviewed on a case by case basis carefully using the Conditional Use approach. MJB and the Port principal Industrial Park landowners submitted proposals at past hearings but no new formal submittals have been presented as of this public hearing. Copies of all correspondence have been forwarded to Council. Mr. Munce suggested that Council hear all the testimony this evening but to deliberate one week from tonight. Mr. Jack Papritz, 3706 J Avenue, began the public testimony. He emphasized development of tourism, convention center, and theme park for children, ship museum/aquarium. Mr. Don Yankacy spoke against the rezone and stressed the need for jobs. He then submitted additional signatures for a petition from Citizens against Rezone. Mrs. Cynthia Richardson, 5601 "D" Street, and Planning Commission member, reviewed the hearings, public testimony and over the last year. Mrs. Richardson suggested that now was the time for the Council to decide these zoning issues. She suggested that 22"d Street is the logical division for focus for tourist/commercial uses and industrial uses. Mrs. Lisa Klingman, 3310 F Avenue, spoke against the rezone and asked the Council to consider young people in town whose careers may be affected by this rezone. Ms. Carol Ehlers, 3 (-----1 p, 1 ,7,______ igu_itia , i r , ,_4._.) . __ __ 8 " A. C . W ; 6.0'D °I - - - - 6 ' SS - 1 .2' 4X4X4 TEE 2.6' DEEP r 6.0' DEEP 0 0 / 6X6X4 TEE W\6X4 34' BUILDING REDUCER TO THE O TO TEE S \--41C .0'OUTHDEEPz zEfi 111 W 5 W m 1 m ~ PO I- j C.O. ./ 0 0 5 W W W W N O N O N i I 1 file/— /O& s VY v.4 ray.,i '4 ' -- 9805150060 E•URVEY DESCRIPTION PARCEL "A" LOTS 1, 8, 9, AND 10, BLOCK 18, MAP OF THE CITY OF ANACORTES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON; PARCEL "B" e a ALL THAT PORTION OF TRACT 56, PLATE NO. 9, TIDE AND SHORE LANDS OF SECTION 18, TOWNSHIP 35 NORTH,RANGE 2 EAST OF THE WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS AT OLYMPIA, WASHINGTON, DESCRIBED AS FOLLOWS, EEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 18, MAP OF THE CITY OF ANACORTES ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 4 THROUGH 1, aU. RECORDS TH EE SOUK ERLSKAYIT ALON6 HE EASTTY, NLINENOF SAID LOT1 EXTENDED, TO A POINT DISTANCE 100 FEET SOUTHERLY FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF SAID LOTS 1 AND 5, AND DISTANT 100 FEET THEREFROM, TO THE NORTHWESTERLY BOUNDARY OF SAID TRACT 36; O .20 40 80 /� PARCEL "C" THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY BOUNDARY TO THE POINT OF BEGINNING. a! INIMIVIMMMIMMENIMilielliMMI TRACT 4 OF SHORT PLAT NO. ANA-5-50 Ar't'r<OVED OCTOBER 28, 1150, AND RECORDED OCTOBER 30, 1180 UNDER AUDITOR'S FILE NO. 8010300039, RECORDS OF SKAGIT COUNTY, WASHINGTON; VICINITY MAP IN VOLUME 4 OF SHORT PLATS, PAGE 145, BEING A PORTION OF BLOCK 15, MAP OF THE CITY SCALE N.r5 OF ANACORTES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 4 THROUGH 1, RECORDS OF SKAGIT COUNTY, WASHINGTON; AND ALSO BEING A PORTION OF 36, PLATE NO. 9, TIDE AND SHORELANDS OF SECTION 15, TOWNSHIP 35 NORTH, RANGE 2 EAST OF THE WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF ON FILE AND OF RECORD IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS AT OLYMPIA, WASHINGTON, ALL BEING A PORTION OF SECTION 18, TOWNSHIP 35 NORTH, RANGE 2 EAST OF THE WILLAMETTE MERIDIAN, SKAGIT COUNTY, WASHINGTON. ALL BEING SUBJECT TO AND TOGETHER WITH EASEMENTS, RESERVATIONS, RESTRICTIONS, 0-CAC. qe) IN CASE COVENANTS, LIENS, LEASES AND OTHER INSTRUMENTS OF RECORD. 7 (1448) 5Er PK NAIL I" srREEr ALL SITUATE IN THE COUNTY OF SKAGIT, STATE OF WASHINGTON. -- 5el°24TI"E 37Q.60' - ,....,,,,..., / — — `— _ 1\ ��� ,G. • tip SURVEYOR'S CERTIFICATE j I \% 1 .Qj¢f`F W `�.�1 10115 MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN 7 EX. REBAR AT Cl I 7' • MCA CONFORMANG WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF GORIER LS 30440 �F t y .- ,LZ± 7. 1 GREE IDE DEVELOPMENT, INC. IN MAY 1118 I /20.00' -,_ -- &WO' 4I.62' _ I `' i, DATE /¢,1498 - 1 r �1 �� B 6. 15ER P.LS., CERTIFICATE NO. 22960 DATE I` 980oe • SEMRAU t 155ER I4 / 1 I ; f ` �4'i• ',_ 1. I 2,18 RIVERSIDE DRIVE SUITE 104 I I EX REBAR AT AL LAW I MOUNT VERNON, WA 98213 o /O I 9 18 I 7 I/ S L r ncs It./ - PHONE 360-424-1566 ‘ti it �i I I ,/I. gkli AUDITOR'S GERTIFIGA �$ w �I O BLOCK /8 / ^ a Io FILED_FO RECORD THIS DAY OFO" 1Qz_ ttl _ 0- PIN VOLUME OF SURVEYS O T 6E5 / AT THE LQ�' �( i r a ^"r?4.IF T OF SEMRPU t LISSER. ti .- '� 5.9' I I I / I B $ _ �.v ; ., i��I S FIL 9805150060 1 I QQ�� 117.47.0 '9C `0 5Er GAP AND SCREW I s 3' 40' AIJD7 40' IN GONG. WALK y: ` ITOR w Itt < I77?4''A 1 g276' --.N_- 6.600' - -- gtda' RZ NOTES N l6•�tic In <\ ° I 5 89°25t72'E ?9968rtNGE I \ 1 h IV I. - INDICATES REBAR SET AND CAPPED WITH YELLOW CAP INSCRIBED III m )___5 64 2502'E -- I m g� J LISSER 22960. I T- 14.10' O.6 EEC REBAR AT lit 51 `V 0 - INDICATES EXISTING IRON PIPE, GAPPED REBAR OR OTHER FOUND SI`1 GOR/JERMONUMENTATION. i ' L5 30446 N 2. SURVEY DESCRIPTION 15 FROM THAT CERTAIN DOCUMENT RECORDED UNDER V j` I 12 / / SI A61T COUNTY AUDITOR'S FILE NO. 9804290102 / ALLEY VAGA77ON 3. FOR ADDITIONAL SURVEY INFORMATION SEE SHORT PLAT NO. ANA-5-80, AF NO.NOTE O. /0 n ( CI RECORDED IN VOLUME 4 OF SHORT PLATS,PAGE 145, RECORDS OF SKAGIT I / (SEE NOIF NO. /U (1 i r COUNTY, WASHINGTON. r, I n�r w o. 1 n- 4. MERIDIAN: ASSUMED J` -v • I Q I 5. BASIS OF BEARING: MOFVMENTED CENTERLINE OF COMMERCIAL AVENUE IV �i BETWEEN 10TH AND I1TH Y) `---NORTN!Cr36, PLATETDARY BEARING = NORTH 0°35'41"EAST. ,/ m 6. INSTRUMENTATION, LEITZ SET 4 THEODOLITE DISTANCE METER �" OF TRACT 36, 4, TIDE AND 1. SURVEY PROCEDURE: STANDARD FIELD TRAVERSE 5/ORELAND5 MAP, PER SHORT8. THIS SURVEY HAS PREPARED AT THE REQUEST OF THE PROPERTY OWNERS PLAT ANA-S-BO 2 REPRESENTATION MIKE HEADRICK, FOR THE DELINEATION AND STAKING OF THE fry I I DEEDED BOUNDARY LINES. l I 4. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS SURVEY MAP, THIS 1 1 ) SURVEY DOES NOT PURPORT TO REFLECT ALL OF THE FOLLOWING WHICH MAY BE 208.00' - �y.•- 4/.75' :LS APPLICABLE TO THE SUBJECT REAL ESTATE, EASEMENTS, BUILDING SETBACK / - 1 LINES, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, ZONING OR OTHER II EX NAIL AT-- LAND-USE REGULATIONS AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT. 10. THIS SURVEY HAS SHOWN OCCUPATIONAL INDICATORS (FENCE LINE) AS PER / W.A.G. CHAPTER 332.130. LINES OF OCCUPATION MAY INDICATE AREAS FOR INTERSECTION I POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS BOUNDARY SURVEY HAS ONLY / SHOWN THE RELATIONSHIP OF LINES OF OCCUPATION TO THE PEEPED LINES OF _ N 89°255/"W (1498) I RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWI I/REN RIGHTS HAS BEEN _ - - - MADE OR IMPLIED BY THIS SURVEY. 37N.77' -_ II. THE ALLEY IN BLOCK 18 OF THE PLAT OF THE CITY OF ANACORTES HAS �' BEEN VACATED (DOCUMENT RECORDED UNDER AUDITOR'S FILE NO. 8011060003). CENTER HOLE IN lITN STREET rN ACCORDING TO ISLAND TITLE COMPANIES ANACORTES OFFICE, THE ENTIRE GONG. mow. /N CASE VACATED ALLEY WENT TO THE CONTIGUOUS LOTS TO THE SOUTH, BEING OWNED BY awe) O WASHINGTON FEDERAL SAVINGS, LOT I, SHORT PLAT ANA-5-50. 4 /7TH STREET ; I OF I co a 100' SURVEY IN A PORTION OF THE N- CORNER PIN IN THE SOUTHWEST I/4 OF "1 GONG. MONr. IN CASE SECTION It, T. 55 N., R. 2 E., W.M. v ogle) PLAT OF CITY OF ANACORTES AND TIDE m AND SHORELANDS PLATE o CITY OP ANACORTES, WASH/HeTON e, FOR: CREEKSIDE VILLAGE DEVELOPMENT, INC. 3 > s I"i& PG 36 SEMRAU t LI55FR ( SCALE ►•'4O' Q L SURVEY/M9• ENsmeRIN9 •PLANNIM9 Q MERIDIAN, ASSUMED r 'vjfT VERNON,NN 48273 360-424-1566 aB NO. 9036 a ,. _ , < - ....1,JAL .. 4,4y;:'„i.' _ ,.. -- .1.., .„ .._ -.x. -",W,.. . . .. .�».. . ,..m . . , , n r ;b: , b,11 1 .. ,.:'y,n, r ill BUILDING INFORMATION , , sic• �r . (.1 .: t Atli ii.1 r , C ZONING �� v� �k• • %.,i;„7,- R > , >t,. . , . .t; 1 1, 111 • ZONING CBD :.�^�'i-�. T.t#-' _�. ',� 1.• ��404 (� "y,4 t ts- \ _ . \, • ::::::ES ALLOWED AS A PERMITTED PRIMARY USE -- \ , , . • FRONT YARD: NONE �� \\` �\ _.._ ._ .. . . u ._ _,_ ._ „_ ... E i {C 'i ! SIDE YARD: NONE ' / tit11 4` REAR YARD: NONE t t 1 \ . I I I 4 : 's �:.„. ht:: t 7d r 1 � 1 J,pp tl, • COVERAGE I -9" NEw lE DRIVEWAY, • _ • i. " , , - r K I PARAPET LI 1 i +. . yr eft, ` ., p tLOT SIZE: OVERA SF NO MINIMUM �. i r..... • ,... a r4 • • .�. • 1.r. • Ir.rr • 1..•..R•OPER�..NE i.r. • ..r.r • .`ru+ r 'ir+. ..•MiSS i' ___ . MOS ,✓r�rrwY.^wyti!-•,�arFyx. .+r+ -•!, .' �k+�'w/rMrh,.'vyii4 'IF'ly ,M .i.. • •Tier • �IY 1 aMIIrW .ilYwl► . �IMaFk,'i .r. 'M * ,,#r .i�F�,. x#� ll,i tl MAX. LAND COVERAGE NO MAXIMUM /I ` �^ r223 , ,gCAP6 STRIP r �" . t .4At rrr /f 'to BUI DING 51Z (EXISTIN : 2 �, , , r 4k 1 L E: G) �'i '`•:•1 a `r�L ,n. M(At BUS N. ? . f, '1,`v' fT rS\isk},'4.xY7'y'j"'fR "^ off ,P :Y;r• •?. '\7 tf 't 1: ;.:. Ty '.`!�t' ., ii� nk,r ( /� /C\� ` ,1�� �..-.. /:�\ ~ '7 '. 'J 1 KIOSK (Nit) ♦ 5 ' ' .1";N,,,• r n .;111 I. • HEIGHT f \7 \\ `� " +' n rat °2Y' 'ri4 ,++t U •'`n � t J I : { ,r ' ' N' ✓ . {'f�ka > Y,tt ,'R' \ •I r TRASH r '\�` �"•„� r a j "/wx•y MAX. ALLOWED: 50 FEET �, ' ,.,.; v, ~>: rJ" m «•i- . y/ 'NV � �`� a;a i ;,.' ww PROPOSED: 19 FEET 4 'i ' a, l. » rtS7y:• 'r,.P#•'t r.+.. :�. ..d;.><t'- 'Ir;" J,,, ` �a,ty, r A>;;)"';jji„` s, ? 5 \�� f�✓ .,>�._,.� _ rY....•. "... :.. .'. . T . t ,t • `•' t,'J 7' p.Txin i ; r y''°4y .,Sn' ,C'" ',at. ,t12tx..`'`'- • {,.' i s} �'$,"Tk/.h 'srry k' �e9 Z V�' / • 1. Y Y h 1 r t ry ✓r.:;K 'Ya• + key r T N / / /~r » > to }" II' • ';.t1' 4 ' yrir , afaf�n':�. , 'V,}�„ pFy�,q r,+., " ,,,4LF}_.r.�re4?;,- 't+red°',1, +: fit, < } a• .M" .� ,'• II' •I, I • PARKING ,..,1.• , "� ,•, d'^k r` , } r3Rv�f'�.' ,r•�'�••.',?n "'�� A•4' u yr t r ia'� > Yk..' M1 # ST`. rr t'.Ai'9' /; / mX} s'r i' 1. 'h4; t ,m .rf 1 k • P 1, .t" r alri-E - , .' Ytrx • s > ''� ti m,a °i'Q '�F '} 'qy „ ''L' iK :a: �r *T* 4• r CONCRETE i/ / «y �$'�••, :`v, f '',1; "} we,. iri9'• `.'Y' t k:''M ".Td:, ,,. L{'„>t',.t:` '&" Ly:d` it'- r S r3 ,e • ;Pi II. 22 SPACES REQUIRED BY PLANNING COMMISSION APPROVAL r ,4 + • »rz x"At . + ' ' § t b\ jj // / • r ' f, - r, ,r Y� r r .4 y,14r+ ¢ ^' CURB k ,.� • «. /• r f f ..; g 1, .! a '4, v i t , tx 0 #tx " Y�^``'' :,r ¢ "" r, �4 ;} `yI' ^f r T'X' J It rrs 4 a • " t ' 'F 1 R J r r „� P `? lrfl li^t}y ,yoK , �,' y/.,, / / � r'KJ ... ...:.t. YyJ 22+ SPACES PROVIDED ? �. e' r '' f. = ' tfc., > s 1 w► 3 ' + � r NORTH BUILDING.-I- :xt. +� •.:J.4-ee ••• .r ,, , >: �1 ; r - , ' 1 ACCESSIBLE SPACES REQUIRED 1 SPACES PROVIDED n + - �' f J ,yf' a jt. ., n • >i r . "i I+ 1 r w ♦ t ,r.j¢$,rS 4r ( I s K a'a' r� rl �',•r ' • �L r: 1 ,.� h f?' Y tl r -t'' t e,1 i, s : > ,t h 1 •ti !' ".,SN. " i3.Y{' "". \ i•, t7 `4 r'' iT uiut`1 ,f}} X J kr ii I,{ q'n r .!a ,, r - '�M .h' "v, .it'. I �,-. _-- - , • rty. 1 I. ff. • ,F , • da { w,' , `0 a.. ax a:a+ ' J i's1h' r+4 ! I' �: , . 11 ,IY I� 1, 4 .., , k 1 F. , F y Aa" , r t ' "fr.-I.'''. i1pr '. - ' r ,a e 5 ,1` :5;1'4'T .' 1 I Y+ 1 + '/ .t'� let.:„is: r r ,".7ct`ti.">I , b a r'wS.»''44 . ., ti• BUILDING CODE { ` + ',,, � ' "' \ 1 NEW PARKING LOT FOR 22 CARS ' "' 4 1ruMrc/ afar r " " }>�t wh;rtnt,rw>•°w' �t! r,'�i'y rd katr J+ r r2a� "ti., , ,'t^' " ai+ yJ ",+arYV' 1. ` rkyi {k 6J• r r«f ' „{.of+k 1 fit : r ,w>` ASPHALT PAVING yy� r e S > a :a: h t r2 n • f •,rtyn� 1 .,F.n y''Y .41„i tn.:,, y • r 1 1 1, • OCCUPANCY TYPE M Al i W • ! . =,i.>,`r'� . - T � }... .«: ^ .. .. ;. '" :' y�, _ _ _ ay ,k; :` D 6 f GONC13ElE (, r I (tYPICAL, ` Yf t 1 to); i k 1w NEW BUILDING SQUARE FOOTAGE - 8,738 S.F. I �� TI ....�-_.--- ,?-?1-,, .l \ 1Ke�tl. t ,1 Y • • CONSTRUCTION TYPE - TYPE V 1-HOUR -• ( - •' �� 6 -\ \\ \ \` ` 12cl--- • ✓ 1 , 1 I /' 1 I a \ \ �' � r4. J CONCRETE wRLKN(AY / 1 � I �Y \ �• __- _ - • ALLOWABLE BUILDING AREA - 16,000 S.F. PER FLOOR Q • .�_ __ _�_ _ -.1_ - _ \ 8 x 96 C \\ \ t BY AREA INCREASES ON THREE SIDES I - - - L 'I �' ! \t7 CURB (PROVIDE } \\ 1 b Y " N 11 ACTUAL FIRST FLOOR 8,738 S.F. } + ' '' iiiisi‘ \ , 1 " la •j�� t, "t .1 Al a.n'.4,, '13e > , ,w,. .{ .�. ,j•, e, Y t /''V r e ag ;. , W �' «> - la' �v iv:4' S.+<' S t :i:t `}:•,.�"°SYY, n a :;t. .xi'. �3"` ,.. .t""�c ° ` % °" X .; ��__.... , ,'t .,. e. {�.:, -d;"{ `r 5' zMr X'd',: Y) `i,,',Y >Ct't ,%„a.r,.k Fr9.", It• ,„1•,,: ., }>y. .,,, Aye. ! :fk..., f' /" './y .1 tl, • P T PERMITTED L THAN 5'-0" PROTECTED > :;'x},ur' �yl, t , ; `. >: '.r„ ,+- + ,? , .r } /'/%, ✓ \ , j y '. � �' " 1 OPENINGS NO E ED E$$ E V } 4 � �., ''• 4'sr r iA ; '. ' t ,, ", ' it , %- r :'�' ? a LESS THAN 10'-0". I �5��rxY • yyy`. # ".`a ., }y't R �; ,' Try % ; /' //� / ,/,r' ; § j ..2" ,'t ? ..,fit:, `lr. 1 + -fin,ky w.`. k �y .c,'Y fi4 ~`+ •"'^•.f�,' JYd. _-......__" - 1011r 'Y ., 'kJ ., .,," wa a ";Y,7, wM ' ;? i. �s+" ra sv . N4!t � ?„ r r1> . . • ,'ti {�� .(, # v«'; • ++c;,r.. .�q.• •'myy, ,,' F Ih, c.,�'4. ) 'k' ie .,>� 7�(Jnk t':. . et)it �eAS r' ` .( 1NIS�' - t 94 EDITION �, •A,# \ Jr�, +ems ',1y'iEE' S , ,{'t .4 9r,J}' .d i,Y� -0,,e "� .Lt ,{i {a\.• .,F' '. ''/ T",r(.7k• }% ^Ih ,4 • UNIFORM BUILDING CODE9r, `s. 7:1•14<» r.,.,12� „,' ~ .r. .,' - °.: ,+,, .,. ,i f 411 fit, y COAETt VIAUt „ �,,,x, , n ,,, , 1 .;ht'rS" q," 'rt:l.'FX , , .�',,2#�,,, y- +.si',MF, �v "'U .� .n +>WAY 1, PY _ . . al „ S . ,. i.7wtnx 1^ „f. 'BA < yf,".{,1'F 'yr - .r > Y »t- �Ys.'« ' tr ea... „ • .., .>M1'ra. . ,.. , ff� ,., ,.. ,a. . 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DOOR mosi 1 W Ul .STALL FLEX CO'.D,PT & BOXES TO CA9NET / ,.:_.__ y3" / PULL POWER, THEN INSTALL BUZZER SYSTEM IC ALL LIGHT FIXTURES & SPRINKLER U 42 II PNAt BOX 'EST LOCKS & SECURITY BAR �ij 60 AfF IIY 42""AFF^ `4�y • I Q QC 1 BACK ROOM, HEADS MUST BE 18" FROM SHELF 4' / � / SCREENING 9'-0" AFF _-r F...11-/ , �c� �+�• 2 C.) � z >r? / / l ` NO) ,:tr \/J. / II - 30"N COUNTER I L/ �y A ` U . ��, �: (T PICAL) Y I n,JsI y� \ , TI MOUNTED ON 42AfF •2HNG SURFACE \I\\N-I I \ <I\ 42VCT ;2 Y "\ IN CEILING. LINE - \ 70'-0" CLG HT k`-i 1C'-C° CLi: HT \ `19'' S ,. I HOT 24HR5 LT % ce coi.r" d'" CONCRETE FLOOR u�• \P‘e..9%.pyr3 .. I 19�-3 1/2 / �/ V' -�` (2) COATS CLEAR 10-0' cis, H,:cglcR ` ay, v h • VJ T , ALL LIGHT fl7(TURES & SPRINKLER�—�� __ 4... 42"AF�f o.,� dr ° HEADS MUST BE '6 EROM CI-ELF I • <y-, "'+ n. SCREENING 9'-0" OFF i ^ Y . 4-te qr Z 4-a is-111/2• / c�S �J?(� � `J7�n�.� J it %if (C ,.VL �1 Q V / ..•,.,. .rw- 7 0 _ ,. „_ - _ - - _. UTILITY SINK Cn SIGN CIRC,,IT ,N SNITCHES FOR ALL, • , i .... LJ �4"W OCT. 3 �I LIGHT FIXTURES 3 0 1/2 O e • 1— OZ frr Q In 0 6 8W VCT I OFFICE o LUNCH ROOM ' / I� Led TA . �� ACT ;2 �, _ } !�' - yiNYL 42"AF / E. CD `1 $ty 9-C CLG HT - 9-0 CLG HT GF.I i c. A .°AFF RESTR00M 1 ( � �TROOM 36 FF VINYL _ H. C j 8-0 CLG HT 3 42"AFF 4 �'-0" LG rfT �,1 SAFE rl I g r,14 . r � �i�`� z • Ps Of °' 15"AFF IL " SIGN CIRCUIT (11Co) (I)CIRCUIT.,,,. :. . , _... 9.,.. >�. .<,., '1. . ,:, .•,.. , ,. .t .. : --,-.:,.",,,r, eOx 94"AfV I I 8-7 I/2° 9-it 1/2" 4 13'-5` 9 6'-11 1/2" { If i 000E-941+ (09e) NO.,„ri-3� 1 no)^I EXTEND WALLS UP TO TIE UNDERSIDE OF 4 3110S Atl aoe f1O O 1d3O SUSPENDED TUNG *10'-0• neat ONH I`dOIS103-ta 1710� e (TYPICAL) S311�1Sf103aSNI VCT ;1 ARMSTRONG ExCELON ;55503 COOL WHITE DEDICATED CIRCUIT 10Vit400 NOVS m VCT r2 ARMSTRONG RIPERIAL #51902, MAUVE DUPLEX ODTLET i VCT ;3 AZ ROCK jVS292, BURGUNDY cc PHONE JACK LIQUOR TORE T NENT IMPROVEMENT SHEET WNYL ARMSTROHi; SEAGATE 0694, BERRY 7 P 0.5 COMM SCALE 14„ ••a � 4" BASE COVE ARMSTRONG #14120, HAZELNUT 0-- > DHECKSTAND BUZZER/PHONE JACK C 1' 2 4' 8' / a 1pERMlT CENTER e �'? OFRNQA^ A S a �Ra'">leVcn r LAN ,40 Oil r �VED 0Y IOINfCO to CT {O FIELD INSPECTION• OVERS r iBliVIOLA-TIC)" OF CODE lS NOT INS-U z on ro o a U O CO 05 0 . a COw . ' Cv C) -"' z UNIT A L16FITfNG BUDGET :W 9 — 4T .A J �•, --i ' I f— ' _ T om_ -__ i - 4CT-II J _—_--j 1 1 - '-I 1 I I I I I ' RETRY. & SUPPORT e I WATTS/SF, .:er t0 j ! ' 1 1 1 1 I 1 , 1 i ! 1 11 1 1 1, 1 I i 1 r 2350 x 1 WATTS = 2350 WATTS ALLOWED Li) LO IIi _ (18 RX11X1�5) •O 124 WATTS* 'WATTS / `!---,----fr--�- -+ t -I---!---1- - 1 -a ! I--j-- 1-- q = (1 FIXA S) 062 'ATTB. 64 WATTS k t II1! ! ! II I I1t i iII ; III VI N7 F`"S / i/ I ! III I 1 I I 111 * I ' ; ; 1 I i I I I i i III III 2294 ions< 2350 WATTS D C+i / ! f l l I ; 1 I 1 1 1 i I ! 1 I 1 ! ! I _ 1 11 , III I *WICr esi C•4 i t--1 --+--I- —r- -r---t -t---,_- ! j- F , +, U' ! a X 1 ! I I i I I II 1 ! I I ) ! i '{ • I I 11 r I I VT tin LIGHTING BUDGET + e`) I4L" 1 "I- ----}--7----+- l -Y---1----1--- ; ! - -t---1---4---1-11--.I I -+.--i-- ` 4�1 I 1I ' _ 1 I I III i RETML - 2903 SF 0 1.5 WATTS/S.F. a 4,354.5 WATTS ALLOYED Ilij ' ' i , F III ' III . III i i I — rT ' /s F 1 l t I III I i I Ill -'-- III : I - ' sTOR4 - 1007 S.F 0 0,5 WATTS F. = 503.5 WATTS A 1.041ED w I l _-i-- -'-.t- -+- j T i r--- ----+ l -- --- + OFFICE - 285 S.F. O 1.20 WATTS/S.F. = 344 WATTS ALLOWED w ; 1 ; 1 III tit RESTROOM - 92 S.F. 0 0.8 WA715t.f. _ 73,6 WATTS ALLt1WE0 f"" I I,, i it ! I : II I , ! I ' II III 16/24/98 {r � 1i , i- I fi--- ; Cr*r „..3 1 : . i i , ; i 1 I ` 1 ; I I(t- ; I 1( ' I 1 ! RErA fitSilPPORT 0 1 ROWS! I 1 ! III -4--- 1'' = 1272 x 1 WATTS = 1272 WATTS AUDN� 11 — ; —{ ; { j I I i _ (9 FIXTURES) 012+ WATTS* n16 WATTS 1 i I ' 1 I II 1 ; ; ; , : till I 1 I 1 I !1 `.: III 1_- \ _ (1 FIXTURES) o 62 WATTS: 62 WATT$ /�,,r U I 1 l I I ' I ' + ' �. I 1 ; - 1178 WATTS < 1272 WATTS Atd,OWED • ,♦ i Il 1 1 III I 1 ! 1 i-- ---- t11 I _`- . \ ,y W I Ill i II i -I, \ �il 1 --� I I I - I I I 1 _ 1 1 1 i - I I I UNIT AJ �..klri F, Y RETAIL A SUPPORT 0 1 'IW�TiSfS.f. O' , i 1 =-4_ Ilr;i t I y ' ' ' I 1 I ! �' = (s RxTuEs)0124 WAS 620�— 1 ! , i, I I ;, Ia _ � 1 L WATTS •----- _-_L- - �y, ----- ----- __-- _ _ _ _ (1 FIXTURES) O 62 WATTS=62 WATTS �j CV . . h d7+ CO \ ''' a= 682 WATTS < 777 WATTS ALLOWED ‹E CV I / \\ \ ` / \ EXTTRIOR cc \ // \\ / / \\ PERIMETER = 625 LF 0 7.5 PER 1F = 4687.5 WATTS ALLOWED 4...� y) \ / \ / = (11 FIXTURES) • 200 WATTS = 2200 WATTS \ / N. / \ _ (5 FXTURES) 0 124 WATTS* 620 WATTS + \ ' UNIT ® \ / p _ _ - _ (2 fixTliRES) O 1fq WAITS= 200 WATTS "` a ©'-- -' �d9'f---T-- - I ___-_--_----_ - ---_----� -- r-=-_- � =-�i`T: i_T-� � - - - ` N. ` \ 2400 WATTS 4687.5 WATTS ALLOWED O/ Q < / / "-r j —T j --,- -1 r--T "�1� 7 / / v* t '-i I ! -1- : - I ---4-- 1 , f I— v v ". r� a y� / // '�}� � \ 1 —I� I I i I 1 ! !I II I ii \ . - - — - _ MIT► / i /i `i \ I I 1 i •\ II - I- -� 1 _i_ . I i ;I / I 1 } N 7 - TO N6U% PANEL 1 / / / I / I I I ! I I ; ! III 1 \ r PERIMETER LIGHTING TO / / i V I I 1 III ' I 111 ! ^_ i Ih I11 I _ e // 1 , / i III 1 I I!I ' f - /1 [� �. 8E ONt 11ME PATH PNOTtlCH.L 1 // l/ i/ 1 i I//!t ` ! I I t 1 � •" �- Hi I -II /� �I �r -- UNIT C UNIT D � � � .// T FIXTURE LE TO w.�w�+♦ , g 1 1 /1 / I /i 1 /: 1 1 I I �! ! 1 ( ; I ' ._ Q _- �- h \Q ! / '1 '/ 1' 1. I , , , ' 1 i - _i I ! I r = � r s - —=�� r 1: �j- - _ _ _ 2'x4 (3) MBE fiOtME NT (93 WATTS) -r- {- - t !t �� � - \ / ,2 I .' I/ III 11 ! I( ! I I V I11 { 1 y r- i_- +_ 1�ilNdr:.J .l-_�`, _�t I-- t ; .�- Y-_ _._. ` \ 1 ' " I III III III ! HI i III I •I-. I --1 I -i + � _ r.t _ I * — - - I ' �' i - - = - z'x4' (2) TUBE Ftc�la€SWfl (62 W&TTs) j t I I III --_, III ! ill III 4 I I 1 1 1 ,-- --- -- - - - _ - � 1 - - - I -!1 . I III � - A\• _ I // tl� -� r , _ - - EMERGENCY UGHT W/ BATTERY BACKUP 9 TTt _ __ - _.__ .-_ -_- _ _--F-- jI 1 I ( I I I r j i I I- L___ - - = 1'x4' (2) 8E fLOURESCENT (62 WATTS) iii -- --'--_�-- _.'-_ ', I I 1 ' F 1- 1 _ TU 0: I -i--- III I Ill I 1 111 I I 1111 111 ; -'III' I -�_ ' IIIIk 1 1 I 11 I I I --- --- - -; ---- ---- - ---�---- - - --- --- '_-._. _-- - ' III I III 1 Ili III Iii III I Ill I n1 n l n • 1 11 I RECESSED UGH , ! -,-�„-_ .:__.._ III __ _ _r.-_ 1 I i _ I -...r.. _�.-___i._�-__ I - 1 F 1Eg RECESSED EYEBALL LIGHT I I I I � III <r `' p I ' I "� I 1 I I Iint / \ EXIT ILLUMINATED EXIT SIGN ' 1 I intI I 1 11 III 1 1 1 III III C III i I V I. i ! -� ^' 1 t -- - --- -- --- -- - - y____ - - -- , ' --`----- - _ -�- - . 1 •! II - - WALL MOUNTED INCAND LIGHT L I III 11i 111 -+ Nil Ili i 111 i T _ _ 1 III ! III -_+_-_.,- 1 I I .�- _ I III 1 - -- -- •-- j 11 __ ___ , - __ j - _ _-_ __ - . _. _ - • __ --_ --_ - - ' - III -- III III I --?- --,- 1 III ! I i - - - �---- -- - - ---.._--- -- _� rt -I - I' I 1 Y III III I INDICATES GWO. CEILING 1 111 LLLLYY 1 ' 1 it A _- _ r- } - III 7---r rt h +- i j ✓ � fiIII . III III 1I I I - -r - - TM,III III III I I I L y r > - �I j II 11 111 f �; I 1 + I11 -$ - � ; / 'i IEiga" Q III I' III _ - I i { I Y--I--+- ---+----r- � 1 t -+- --F 1 1 11 � r _ I a Q NORTH ♦ ii!! 3 4 SCALE : 1/9' aur- I z - 0 2 4' 8' 16' SUS CEILMG THE SUSPENDED CEILING SHALL 9E ADEQUETLY DESIGNED &.SUPPORTED FOR SEISMIC FORCES ACCORDING TO TABLE 25--A AND WITH TABLE 16-0 OF THE UBC LIGHT FIXTURES OF 56LBS OR LESS SHALL BE INDEPENDENTLY SUPPORTED BY 2 OR MORE #12 GA. NYRES, FIXTURES WEIGHING MORE THAN 56LBS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS; PENDANT HUNG LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE W/ tp9 GA. WIRES. SEISMIC PODS SHALL BE 12 FT ON CENTER EACH WAY AND WITHIN 4 FEET OF PERIMETER WALLS. UBC SEC 2504, TABLE 25-A - - AND UBC STANDARDS 25-2 m a a 0 rn m 63 In Co v fV IIMMO -7 N a c07 n a 4$69 REGISTERED. a i RD REVISED 6/24/98 M :W J. , :. � I,' I• i ' i l 56'-10" I / II 6'-7" 39'-3" 11'-0" LEGEND: I Existing walls, partitions, doors and windows to I ; 1 remain. Provide exterior insulation, sound insulation, i . 5/8"GWB and finish per local codes and specifica- ver tions as applicable. Provide vinyl base as selected 1 • III I vertical blinds by D.O.L. 1 I per specifications 1 1 i 1 l; - - Il tf d` I 1 -��� p --p 1 i \ r. New 2x4 Q 24"o.c. studs floor to new suspended r^v v v� I ceiling. 5/8 GWB each side. Finish per specifica- ^ i tions and D.O.L. addendum.New door, frame, and 1 N!0 Clsic I ~ Provide mini-blinds •' hardware per specifications. I, T Rom- / 7inE_ a 3 » vct '-' rn.E - Tit E - Dolor by D.O.L �0'� 0� i Oa A plywood--- ,� - r_ _�� Remove existing floor to structure 2x6 demising wall. I floor to ceiling \- f ' 3 `I z ji (3)walls J New relight Supervisor e o p Tele-data m 36" sill height i $ New standard 110 volt AC duplex outlet, 15"AFF per specifications. I I a, c fi. I door head he' lit, al pp f - • _ "` J � New standard 110 volt AC duplex outlet on designated circuit and Ili I ,e,- Provide coverplate 3�" . �b �" �\ // I / % C�4 C jor J-box isolated ground, orange plug-ins. 15" AFF per specifications. a• 1 i- o1 I _ rr 11 9Tj f � �%�-r O New voice/data rough-in,j-box with 1"conduit to ceiling. p j 30"AFF counter 5 2� Nl New light switch, 48" AFF. yrs Ak at po l; IC g .H 1.5"self edge and top �__, O a with plastic laminate - r U. ` 18"floor to ceiling -41- Tele-power pole. ui ' ✓) -� `s i�- 2{` adjustable shelves 1 1' counter by D.O.L!-` — 1 \71 1 d/lhb, New roof mounted exhaust fan per specifications. w „ i ^ 42"AFF part height / 1 \ SuPPlY / 1 L.^v 2x4 24" o.c. stud 3.. ' a C \ i `n wall 5/8"GWB E.S. and LOBBY OJ vct ` N , .. i l� w ati oak wood cap to match carpet •) N ., ____1 doors and frames carpet (7 o, > a- 'Z, tin i ' I ;G j Testing_ ) ' -- j _ z 1' o � 0oto vol I , • _ GENERAL NOTES: re-use three power poles -� � -�- d z � Z �I i ��, II' - - by D.O.L. verify locations a W A Q ; i - a C/J Nam/ P.P. ©CI o l� �t-� +A- - F-. •►-i• i I \ \ T• • rna ao y `^ / v I All construction performed on this project shall meet of exceed the project specifications, `"O CO ! ,v _ / grab bar /vinyl sheet goods ( Jy 3 �� latest edition of "Leased Office Space Requirem nts", published by the Department of .-3 '�', z i1 General Administration. A W r in O �I iI ._ r iT \ + ��d Lunch ]Zoom, d q ►--� F t` 18' floor to ceiling it i 1 -� r-�L �/ , r� Report all discrepancies3ietween the contract documents and field conditions to the DPD �r N ^, �� � ��- �� �� ��� ti vet project architect before proceeding. - H W att.I II I 1;1 N adjustable shelves 6L J�/v�- -i J /�n� 0 w n t”0 co Janitor - bliCcvt Staff '� i �- c� aQaAis . - ro -- Z _`1 , kq d,J �� new 48"wide DPD drawings do not reflect all code requirements. It is the responsibility of the lessor or 1 o a Q�' vet a Res oom Res oom N rfr. by—L , 1 _ 1 coffee bar his consultant to verify that all local codes have been complied with. cryx Q, Afloorsink i D.O.L. perpecs. X . CD C6G �- -ram , Provide new suspended ceiling and troffer lighting per specifications. Provide ceiling O w lay 1 lay t 7 J� ��r insta-hot break from specified 9'-0" AFF ceiling to existing raised spandrel at exterior wall. E ,O ''` IteL4 t rg -� 17 fig¢N:} 1 Provide reflected ceiling plan for review and approval by DPD project architect. W O r z i ' Provide all interior finishes per D.O.L. addendum in specifications. E.to LT1 Pa ' I' fan timer dE. Est-4-� cO I i switch �1 Provide HVAC system per specifications. Submit HVAC drawings for review and p„A r+i ei R I , It < e. approval by DPD project architect before proceeding. fil r) �1 • I r P � l_� t/ �j Install state supplied D.O.L. agency sign on exterior of building. Co-ordinate location Qr 0. I i � 1 �" O ~ �� with D.O.L. and DPD project architect. I ' ij \� I • 5'-8" 1. FLOOR PLAN %„=l„-4„ ZItio W - --1/44-L f� . I II _________,-,- Di-----.... a I I! I li �� i , AGENCY APPROVAL 'z .h 11/ i---- DATE: // 7//! 1.-.1 e, I • I i \ \ • DPD CHITE APP VAL. - Cu, I III 1 , - El". 8 Ir+ q d DATE: /Z/Z z/9.� ` ' e I I. w Q to! DP EASING APP DATE: / - 4 -9 ? ea , I • V DIVISION OF PROPERTY DEVELOPMENT a ia g q9 a Q o ¢ I �a -tea � ' RECEIVED Design Manager I +, 2 MAR • R , EOILO 199g BUILDING DATA w J uvU ````L� r Boma Usable lb °3�' co 1,965 sq, ft. d i '1 : z c a TE I ' d M V/ I it i 1 II 1 i I a c DJ o m 0 rn o a' m -o CI st � ... { - k ' . CD10. 10.B t- i 14 11OC-FM HVAC SCHEDULE Tele-data. Supervisor 2 4 t t HC-4 LUXAIRE M/N DHUC-T036N050 ROOFTOP GAS/ELECTRIC, ___. • n TS 40 MBH COOLING, 50 MBH HEATING, 81.9 AFUE, 1200 CFM, " I !Las - -1 •8a �'�*"Lfij r •K- ' as S- 8s • kv WITH ECONOMIZER FOR 100°!o O.S.A. 1ST STAGE COOLING MIN. O.S.A. ADJUSTED TO 20 CFM PER PERSON. SYSTEM CD IO x 10 8 CD IOX I04,8 CCN TROLED BY HONEYWELL T7300 ELECTRONIC SETBACK 25O C. F N•I Z6O C F M THERMOSTAT. r2.8 . . -TYPICAL 4 "TYPICAL Z. CDIDxIO'B IZ' ILO CFM HC-5 LUXAIRE MTh DAYA-F030N045 ROOFTOP GAS/tLEC1ERIC, W 28 MBH COOLING, 45 MBH HEATING, 78°!o AFUE, 1000CFM + k BA, WITH ECONOMIZER FOR 100%O.S.A. 1ST STAGE COOLING LOBBY MIN. O.S.A. ADJUSTED TO 20 CFM PER PERSON. SYSTEM • -- Q '' CONTROLLED BY HONEYWELL T7300 ELECTRONIC SETBACK 8a SUI3Ply THERMOSTAT. 4 t ' Testing Ib E'j ��yy i(( 14' • EF-1 GREENHECK MIN NS G 60-DGEX-QD, EHAUST FAN DUCT TO L g 1 • 8 ROOF, 112 CFM rT _ _ --1 1-- - 872 CDIO•t0.8 I 1 C�Rtl1_ " 16 /N DCFM EF-2 GREENHECK M NS G 60-DGEX-QD, EXHAUST FAN DUCT TO RA • I b fir •. L4 x Z4' . I 1 1 ROOF, 115 CFM _ i ' 7 ; 7 EF• 7, • I EF-3 GREENHECK M/N NS G 6-DGEX-QD, EXHAUST FAN DUCT TO - ! ROOF, 90 CFM IWit. ' RA LL_ iH I Lunch Rcam ` Z4 x Z4" Lij_ ^! le _ —— . EF-4 NUTONE M/N QT90 EXHAUST FANS Janitor * 6U0 1t Public ' Staff � ~✓,i . r--1 Kestroom R,essroorrt '; 1 . • -4✓' ,. ... � ' CD boat •6.[j�V'' A' .,A J foxr te, (os" ii _ HVAC FLOOR PLAN] SCALE 1/48_1'-O" PRO POti,GD FOR ` . ,r� 5-1-' � VvG- C PTA R,TM �,T OF L I C. �. 51 I� C-�- ,,/ � I\l GN AK I CAL , 1 r\ C. 1009 COMMMC..IAL AVENUE SUITE Gorr.) D 4411Z ALDR.IL1-1 . $ELLIHCTI-IAM, VIA ANIACOKI- 5 , WA5Htki rON.i '72C'1— /v0,l ` %r u rzeCt4. eft/u. Y U�"t ,0e4 ' LO ' CERTIFICATE OF OCCUPANCY This is to certify that the occupancy listed below has been inspected and is hereby approved for use: Location: 1005 Commercial Ave Description: New restaurant in existing commercial Owner: Team Linde LLLP building. Coconut Kenny's Pizza Owner address: PO Box 542 Friday Harbor, WA 98250 Building permit#: BLD-2016-1550 Date issued: August 11, 2015 Constructed by: Timber Frame Homes Code Edition: 2015 IBC Occupancy type: A-2 Maximum occupant load: 80 Type of construction: 5-A Fire sprinklers installed? No Use Zone: CBD Square feet: 3,192 Building Official: — - _ Date: _ ?, M —I Fire Marshal , • G' -.i-, a Date: 17(`Vl7 CFI Y gam__ City ®f Anacortes Invoice/Permit#: BLD-2016-1550 904 6th Street Applied date: 09/20/2016 P.O.Box 547 Issue date: 09/20/2016 J� '0 Anacortes, WA 98221-0547 '4 (360) 293-1901 Expire date: 03/21/2018 Job Address: 1005 COMMERCIAL AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221-4186 Project: APN: P54957 Remarks: New restaurant in existing commercial building. Coconut Kenny's Pizza Owner TEAM LINDE LLLP Contractor: TIMBERFRAME HOMES Address: PO BOX 542 Address: PO BOX 337 FRIDAY HARBOR WA 98250-0542 DEMING WA 98244 Phone: Phone: (360) 393-2725 License#: TIMBEHI044PC General Information: Fees: Building Valuation 300000 Plan Review Deposit 686.97 Construction Type v-a Building Permit Fee 2,113.75 Occupancy Group a-2 Plan Review Fee 686.97 Use Zone CBD Mechanical Permit Fees 60.65 1st Floor Square Footage 3192 Plumbing Permit Fee 209.00 #of Backflow Devices 2 State Building Code Fee 4.50 #of Slop Sinks 1 Traffic Impact Fee 2,042.00 Gas Outlets 2 Sewer GFC-Commercial 19,322.91 #of Gas Piping 2 Total Calculated 25,126.75 #of Gas Water Heaters 1 Deposits/Receipts' 25,126.75 #of Floor Sinks 8 #of Kitchen Sinks 2 Total Due 0.00 #of Lavatories 5 #of Range Hoods 0 #of Refrigeration Units 1 #of Urinals 1 #of Ventilation-Fans 3 #of Water Closets 3 #of Dishwashers 1 #of Other Fixtures 1 #of Water Piping 2 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY CHAPTER 8 INTERIOR FINISHES User note: Code change proposals to sections preceded by the designation[F]will be considered by the International Fire Code Development Committee during the 2016(Group B) Code Development Cycle. See explanation on page iv. SECTION 801 SITE-FABRICATED STRETCH SYSTEM. GENERAL SMOKE-DEVELOPED INDEX. 801.1 Scope. The provisions of this chapter shall govern the ,TRIM. use of materials used as interior finishes,trim and decorative materials. 801.2 Interior wall and ceiling finish. The provisions of SECTION 803 Section 803 shall limit the allowable fire performance and WALL AND CEILING FINISHES smoke development of interior wall and ceiling finish materi- g03.1 General.Interior wall and ceiling finish materials shall als based on occupancy classification. on. be classified for fire performance and smoke development in 801.3 Interior floor finish. The provisions of Section 804 accordance with Section 803.1.1 or 803.1.2, except as shown shall limit the allowable fire performance of interior floor fin- in Sections 803.2 through 803.13. Materials tested in accor- ish materials based on occupancy classification. dance with Section 803.1.2 shall not be required to be tested [F] 801.4 Decorative materials and trim.Decorative mate-I rials and trim shall be restricted by combustibility, fire per- formance or flame propagation performance criteria in in accordance with Section 803.1.1. 803.1.1 Interior wall and ceiling finish materials.lute- rior wall and ceiling finish materials shall be classified in accordance with Section 806. accordance with ASTM E 84 or UL 723. Such interior fin- 801.5 Applicability. For buildings in flood hazard areas as ish materials shall be grouped in the following classes in established in Section 1612.3, interior finishes, trim and dec- accordance with their flame spread and smoke-developed orative materials below the elevation required by Section indexes. 1612 shall be flood-damage-resistant materials. Class A: = Flame spread mdex 0-25; smoke- 801.6 Application. Combustible materials shall be permitted developed index 0-450. to be used as finish for walls, ceilings, floors and other inte- Class B: = Flame spread index 26-75; smoke- rior surfaces of buildings. developed index 0-450. 801.7 Windows. Show windows in the exterior walls of the Class C: = Flame spread index 76-200; smoke- first story above grade plane shall be permitted to be of wood developed index 0-450. or of unprotected metal framing. Exception:Materials tested in accordance with Section 801.8 Foam plastics.Foam plastics shall not be used as inte- 803.1.2. rior finish except as provided in Section 803.4.Foam plastics 803.1.2 Room corner test for interior wail or ceiling shall not be used as interior trim except as provided in Sec- finish materials. Interior wall or ceiling finish materials tion 806.5 or 2604.2.This section shall apply both to exposed shall be permitted to be tested in accordance with NFPA foam plastics and to foam plastics used in conjunction with a 286. Interior wall or ceiling finish materials tested in textile or vinyl facing or cover. accordance with NFPA 286 shall comply with Section 803.1.2.1. SECTION 802 803.1.2.1 Acceptance criteria for NFPA 286. The DEFINITIONS interior finish shall comply with the following: 802.1 Definitions. The following terms are defined in Chap- 1. During the 40 kW exposure, flames shall not ter 2: ' spread to the ceiling. EXPANDED VINYL WALL COVERING. 2. The flame shall not spread to the outer extremity FLAME SPREAD, of the sample on any wall or ceiling. FLAME SPREAD INDEX. 3. Flashover, as defined in NFPA 286, shall not INTERIOR FINISH. occur. 4. The peak heat release rate throughout the test INTERIOR FLOOR FINISH. shall not exceed 800 kW. INTERIOR FLOOR-WALL BASE. 5. The total smoke released throughout the test shall INTERIOR WALL AND CEILING FINISH. not exceed 1,000 m2. . 2015 INTERNATIONAL BUILDING CODE® 203 INTERIOR FINISHES 803.1.3 Room corner test for textile wall coverings and mounting system, including adhesive, and shall comply with expanded vinyl wall coverings. Textile wail coverings the requirements of Section 803.1.2, 803.1.3-or 803.1.4. and expanded vinyl wall coverings shall meet the criteria 803.8 Expanded vinyl ceiling coverings. Where used as of Section 803.1.3.1 when tested in the manner intended interior ceiling finish materials,expanded vinyl ceiling cover- for use in accordance with the Method B protocol of ings shall be tested in the manner intended for use, using the NFPA 265 using the product-mounting system, including product mounting system,including adhesive, and shall com- adhesive. ply with the requirements of Section 803.1.2 or 803.1.4. 803.1.3.1 Acceptance criteria for NFPA 265. The 803.9 High-density polyethylene(HDPE) and polypropyl- interior finish shall comply with the following: ene(PP).Where high-density polyethylene or polypropylene 1. During the 40 kW exposure, flames shall not is used as an interior finish it shall comply with Section spread to the ceiling. 803.1.2. 2. The flame shall not spread to the outer extremi- 803.10 Site-fabricated stretch systems.Where used as inte- ties of the samples on the 8-foot by 12-foot(203 nor wall or interior ceiling finish materials, site-fabricated by 305 mm)walls. stretch systems containing all three components described in the definition in Chapter 2 shall be tested in the manner 3. Flashover, as defined in NFPA 265, shall not intended for use, and shall comply with the requirements of occur. Section 803.1.1 or 803.1.2. If the materials are tested in 4. The total smoke released throughout the test shall accordance with ASTM E 84 or UL 723, specimen prepara- not exceed 1,000 m2. tion and mounting shall be in accordance with ASTM E 2573. 8031.4 Acceptance criteria for textile and expanded 803.11 Interior finish requirements based on group. Irate vinyl wall or ceiling coverings tested to ASTM E 84 or rior wall and ceiling finish shall have a flame spread index UL 723. Textile wall and ceiling coverings and expanded not greater than that specified in Table 803.11 for the group vinyl wall and ceiling coverings shall have a Class A and location designated.Interior wall and ceiling finish mate- flame spread index in accordance with ASTM E 84 or UL rials tested in accordance with NFPA 286 and meeting the 723 and be protected by an automatic sprinkler system acceptance criteria of Section 803.1.2.1, shall be permitted to installed in accordance with Section 903.3.1.1 or be used where a Class A classification in accordance with 903.3.1.2. Test specimen preparation and mounting shall ASTM E 84 or UL 723 is required. be in accordance with ASTM E 2404. 803.12 Stability. Interior finish materials regulated by this chapter shall be applied or otherwise fastened in such a man- 803.2 Thickness exemption. Materials having a thickness ner that such materials will not readily become detached less than 0.036 inch (0.9 min) applied directly to the surface where subjected to room temperatures of 200°F (93°C) for of walls or ceilings shall not be required to be tested. not less than 30 minutes. 8033 Heavy timber exemption.Exposed portions of build- 803.13 Application of interior finish materials to fire- ing elements complying with the requirements for buildings resistance-rated or noncombustible building elements. of Type IV construction in Section 602.4 shall not be subject Where interior finish materials are applied on walls,ceilings to interior finish requirements. or structural elements required to have a fire-resistance rat- 803.4 Foam plastics.Foam plastics shall not be used as inte- ing or to be of noncombustible construction, these finish rior finish except as provided in Section 2603.9. This section materials shall comply with the provisions of this section. shall apply both to exposed foam plastics and to foam plastics 803.13.1 Direct attachment and furred construction. used in conjunction with a textile or vinyl facing or cover. Where walls and ceilings are required by any provision in 803.5 Textile wall coverings. Where used as interior wall this code to be of fire-resistance-rated or noncombustible finish materials, textile wall coverings, including materials construction, the interior finish material shall be applied having woven-or nonwoven,napped,tufted,looped or similar directly agai3 st such construction or to furring strips not surface and carpet and similar textile materials,shall be tested exceeding 1 /4 inches (44 min), applied directly against in the manner intended for use, using the product mounting such surfaces. system, including adhesive, and shall comply with the 803.13.1.1 Furred construction. If the interior finish requirements of Section 803.1.2, 803.1.3 or 803.1.4. material is applied to furring strips, the intervening 803.6 Textile ceiling coverings.Where used as interior ceil- spaces between such furring strips shall comply with ing finish materials,textile ceiling coverings,including mate- rials having woven or nonwoven, napped, tufted, looped or 1. Be filled with material that is inorganic or non- similar surface and carpet and similar textile materials, shall combustible; be tested in the manner intended for use, using the product 2. Be filled with material that meets the require- mounting system, including adhesive, and shall comply with ments of a Class A material in accordance with the requirements of Section 803.1.2 or 803.1.4. Section 803.1.1 or 803.1.2;or 803.7 Expanded vinyl wall coverings. Where used as inte- 3. Be fireblocked at a maximum of 8 feet (2438 rior wall finish materials,expanded vinyl wall coverings shall mm) in every direction in accordance with Sec- be tested in the manner intended for use, using the product tion 718. 204 2015 INTERNATIONAL BUILDING CODES INTERIOR FINISHES TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY" SPRINKLERED' NONSPRINKLERED Corridors and Corridors and GROUP Interior exit stairways,Interior enclosure for exit Rooms and Interior exit stairways, enclosure for exit Rooms and exit ramps and exit access stairways enclosed interior exit ramps and exit access stairways enclosed passagewayspt and exit access spaces' passageways" and exit access spaces` ramps ramps A-1 &A-2 B B C A Ad Be A-3r,A-4,A-5 B B C A Ad C B,E.M,R-1 B C C A B C R-4 B C C A B B F C C C B C C H B B Cs A A B I-1 B C C A B B I-2 B B Big' A A B I-3 A A' C A A B 1-4 B B Biz' A A B R-2 C C C B B C R-3 C C C C C C S C C C B B C U No restrictions No restrictions For SI: 1 inch=25.4 min,1 square foot=0.0929m2. a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803 13.1. b In other than Group I-3 occupancies m buildings less than three stories above grade plane,Class B interior finish for nonsprinklered buildings and Class C interior finish for spnnklered buildings shall be permitted in interior exit stairways and ramps c Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions Where a fire-resistance rating is required for structural elements,the enclosing partitions shall extend from the floor to the ceiling.Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one.In determining the applicable requirements for rooms and enclosed spaces,the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Lobby areas in Group A-1,A-2 and A-3 occupancies shall not be less than Class B matenals e. Class C mtenor finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. f. For places of religious worship,wood used for ornamental purposes,misses,panehng or chancel furnishing shall be permitted. g. Class B material is required where the building exceeds two stories. h. Class C interior finish materials shall be permitted in administrative spaces. i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. j. Class B materials shall be permitted as wainscoting extending not more than 48 inches above the finished floor in corridors and exit access stairways and ramps. k. Finish materials as provided for in other sections of this code. 1. Applies when protected by-an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 803.13.2 Set-out construction. Where walls and ceilings floor or roof assemblies shall be of noncombustible are required to be of fire-resistance-rated or noncombusti- materials. The construction of each set-out wall and ble construction and walls are set out or ceilings are horizontal fire-resistance-rated floor or roof assembly dropped distances greater than specified in Section shall be of fire-resistance-rated construction as required 803.13.1, Class A finish materials, in accordance with elsewhere in this code. Section 803.1.1 or 803.1.2, shall be used Exception: In Type III and V construction, fire- Exceptions: retardant-treated wood shall be permitted for use as 1. Where interior finish materials are protected on hangers and assembly members of dropped ceilings. both sides by an automatic sprinkler system in 803.13.3 Heavy timber construction. Wall and ceiling accordance with Section 903.3.1.1 or 903.3.1.2. finishes of all classes as permitted in this chapter that are 2. Where interior finish materials are attached to installed directly against the wood decking or planking of noncombustible backing or furring strips Type IV construction or to wood furring strips applied installed as specified in Section 803.13.1.1. directly to the wood decking or planking shall be fue- blocked as specified in Section 803.13.1.1. 803.13.2.1 Hangers and assembly members. The 803.13.4 Materials. An interior wall or ceilingfinish hangers and assembly members of such dropped ceil- ings that are below the horizontal fire-resistance-rated material that is not more than 1/4 inch(6.4 ram)thick shall 2015 INTERNATIONAL BUILDING CODE® 205 • INTERIOR FINISHES be applied directly onto the wall, ceiling or structural ele- partitions extending from the floor to the underside of the ment without the use of furring strips and shall not be sus- ceiling shall withstand a minimum critical radiant flux. pended away from the building element to which that The minimum critical radiant flux shall be not less than finish material it is applied. Class I in Groups I-1,1-2 and I-3 and not less than Class II Exceptions: in Groups A,B,E,H,1-4,M,R-1,R-2 and S. i. Noncombustible interior finish materials. Exception: Where a building is equipped throughout with an automatic sprinkler system-in accordance with 2. Materials that meet the requirements of Class A Section 903.3.1.1 or 903.3.1.2, Class II materials are materials in accordance with Section 803.1.1 or permitted in any area where Class I materials are 803.1.2 where the qualifying tests were made required,and materials complying with DOC FF-1 "pill with the material furred out from the noncombus- test" (CPSC 16 CFR Part 1630)or with ASTM D 2859 tible backing shall be permitted to be used with are permitted in any area where Class II materials are furring strips. required. 3. Materials that meet the requirements of Class A materials in accordance with Section 803.1.1 or 803.1.2 where the qualifying tests were made SECTION 805 with the material suspended away from the non COMBUSTIBLE MATERIALS IN TYPES I AND II combustible backing shall be permitted to be CONSTRUCTION used suspended away from the building element. 805.1 Application. Combustible materials installed on or embedded in floors of buildings of Type I or II construction shall comply with Sections 805.1.1 through 805.1.3. SECTION 804 Exception: Stages and platforms constructed in accor- INTERIOR FLOOR FINISH dance with Sections 410.3 and 410.4,respectively. 804.1 General.Interior floor finish and floor covering mate- rials shall comply with Sections 804.2 through 804.4.2. 805.1.1 Subfloor construction.Floor sleepers,bucks and nailing blocks shall not be constructed of combustible Exception: Floor finishes and coverings of a traditional materials, unless the space between the fire-resistance- type, such as wood, vinyl, linoleum or terrazzo, and resil- rated floor assembly and the flooring is either solidly filled ient floor covering materials that are not comprised of with noncombustible materials or fireblocked in accor- fibers. dance with Section 718, and provided that such open 804.2 Classification.Interior floor finish and floor covering spaces shall not extend under or through permanent parti- materials required by Section 804.4.2 to be of Class I or II tions or walls. materials shall be classified in accordance with NFPA 253. 805.1.2 Wood finish flooring. Wood finish flooring is The classification referred to herein corresponds to the classi- permitted to be attached directly to the embedded or fire- fications determined by NFPA 253 as follows: Class I, 0.45 blocked wood sleepers and shall be permitted where watts/cm'or greater;Class II,0.22 watts/cm2 or greater. cemented directly to the top surface of fire-resistance- 804.3 Testing and identification. Interior floor finish and rated floor assemblies or directly to a wood subfloor floor covering materials shall be tested by an agency in accor- attached to sleepers as provided for in Section 805.1.1. dance with NFPA 253 and identified by a hang tag or other 805.1.3 Insulating boards.Combustible insulating boards suitable method so as to identify the manufacturer or supplier not more than 1/2 inch (12.7 min) thick and covered with and style, and shall indicate the interior floor finish or floor finish flooring are permitted where attached directly to a covering classification in accordance with Section 804.2. noncombustible floor assembly or to wood subflooring Carpet-type floor coverings shall be tested as proposed for attached to sleepers as provided for in Section 805.1.1. use, including underlayment. Test reports confirming the information provided in the manufacturer's product identifi- cation shall be furnished.to the building official upon request. SECTION 806 804.4 Interior floor finish requirements.Interior floor cov DECORATIVE MATERIALS AND TRIM ering materials shall comply with Sections 804.4.1 and [F] 806.1 General. Combustible decorative materials, other 804.4.2 and interior floor finish materials shall comply with than decorative vegetation, shall comply with Sections 806.2 Section 804.4.2. through 806.8. 804.4.1 Test requirement. In all occupancies, interior [F] 806.2 Noncombustible materials. The permissible amount floor covering materials shall comply with the require- of noncombustible materials shall not be limited. ments of the DOC FF-1 "pill test" (CPSC 16 CFR Part [F] 806,3 Combustible decorative materials. In other than 1630) or with ASTM D 2859. Group I-3, curtains, draperies, fabric hangings and similar 804.4.2 Minimum critical radiant flux. In all occupan- combustible decorative materials suspended from walls or cies, interior floor finish and floor covering materials in ceilings shall comply with Section 807,4 and shall not exceed enclosures for stairways and ramps,exit passageways,cor- 10 percent of the specific wall or ceiling area to which such ridors and rooms or spaces not separated from corridors by materials are attached. 206 2015 INTERNATIONAL BUILDING CODE® INTERIOR FINISHES Fixed or movable walls and partitions,paneling,wall pads SECTION 807 and crash pads applied structurally or for decoration, acousti- INSULATION cal correction, surface insulation or other purposes shall be 807.1 Insulation. Thermal and acoustical insulation shall considered interior finish shall comply with Section 803 and comply with Section 720. shall not be considered decorative materials or furnishings. Exceptions: 1. In auditoriums in Group A, the permissible amount SECTION 808 of curtains, draperies, fabric hangings and similar ACOUSTICAL CEILING SYSTEMS combustible decorative materials suspended from 808.1 Acoustical ceiling systems.The quality, design, fabri- walls or ceilings shall not exceed 75 percent of the cation and erection of metal suspension systems for acousti- aggregate wall area where the building is equipped cal tile and lay-in panel ceilings in buildings or structures throughout with an approved automatic sprinkler shall conform to generally accepted engineering practice, the system in accordance with Section 903.3.1.1, and provisions of this chapter and other applicable requirements where the material is installed in accordance with of this code. Section 803.13 of this code. 808.1.1 Materials and installation. Acoustical materials 2. In Group R-2 dormitories, within sleeping units and complying with the interior finish requirements of Section dwelling units, the permissible amount of curtains, 803 shall be installed in accordance with the manufac- draperies, fabric hangings and similar decorative turer's recommendations and applicable provisions for materials suspended from walls or ceiling shall not applying interior finish. exceed 50 percent of the aggregate wall areas where 808.1.1.1 Suspended acoustical ceilings. Suspended the building is equipped throughout with an acoustical ceiling systems shall be installed in accor- approved automatic sprinkler system installed in dance with the provisions of ASTM C 635 and ASTM accordance with Section 903.3.1. C 636. 3. In Group B and M occupancies,the amount of com- 808.11.2 Fire-resistance-rated construction. Acous- bustible fabric partitions suspended from the ceiling tical ceiling systems that are part of fire-resistance- and not supported by the floor shall comply with rated construction shall be installed in the same manner Section 806.4 and shall not be limited. used in the assembly tested and shall comply with the [F] 806.4 Acceptance criteria and reports.Where required provisions of Chapter 7. to exhibit improved fire performance,curtains,draperies,fab- ric hangings and similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation perfor- mance criteria of Test 1 or 2,as appropriate,of NFPA 701,or exhibit a maximum heat release rate of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source.Reports of test results shall be prepared in accordance with the test method used and furnished to the building offi- cial upon request. [F] 806.5 Foam plastic. Foam plastic used as trim in any occupancy shall comply with Section 2604.2. [F] 806.6 Pyroxylin plastic.Imitation leather or other mate- rial consisting of or coated with a pyroxylin or similarly haz- ardous base shall not be used in Group A occupancies. [F] 806.7 Interior trim. Material, other than foam plastic used as interior trim,.shall have a minimum Class C flame spread and smoke-developed index when tested in accor- dance with ASTM E 84 or UL 723, as described in Section 803.1.1. Combustible trim, excluding handrails and guard- rails, shall not exceed 10 percent of the specific wall or ceil- ing area in which it is attached. [F] 806.8 Interior floor-wall base. Interior floor-wall base that is 6 inches (152 mm) or less in height shall be tested in accordance with Section 804.2 and shall be not less than Class H. Where a Class I floor finish is required, the floor- wall base shall be Class I. Exception: Interior trim materials that comply with Sec- tion 806.7. 2015 INTERNATIONAL BUILDING CODES 207 4T-02 4 / /re"7 er 7-4 4 ), c, f re 71cg �O //Gl5. 14" es Hoed c 't I",Y4'Ve 4( A Dif )( 4 o ji,-; As / t7//' a -)1/4— t 7/9 / A 7 e, 5 ..› 71' " ii/-7 Tre `e- J f7 / 7 e-4 /1! '-4. 74- [ � 2 c2 Lt" -2- c' C , al, 7L -{vo i ,4 T$ !/ 45 G2 Jo 41' 3 .‘ 7 ,51€ 4/...--er- cdtf e ILA. 2-6) 2 23 4‘6'. K / tr,j-je.,J/ f6Z arcft / C ? 3o7, 7 Pr 2--. 9( i `.) - 4 :_ City of Anacortes Invoice/Permit#: BLD-2016-1430 G ,, ` 904 6th Street `., 'I Applied date: 07/21/2016 "1"141 "� P.O.Box 547 issue date: 09/09/2016 `>"` ems,` Anacortes, WA 98221-0547 Expire date: 03/1012018 ryrv, (360) 293-1901 cr l,, -- Job Address: 1005 COMMERCIAL AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221-4186 Project: APN: P54957 Remarks: New restaurant in existing commercial building. Coconut Kenny's Pizza Owner: TEAM LINDE LLLP Contractor: TIMBERFRAME HOMES Address: PO BOX 542 Address: PO BOX 337 FRIDAY HARBOR WA 98250-0542 DEMING WA 98244 Phone: Phone: (360) 393-2725 License#: TIMBEHI044PC . General Information: Fees: Building Valuation 300000 Plan Review Deposit 686.97 Construction Type v-a Building Permit Fee 2,113.75 Occupancy Group a-2 Plan Review Fee 686.97 Use Zone CBD Mechanical Permit Fees 60.65 1st Floor Square Footage 3192 Plumbing Permit Fee 209.00 #of Backflow Devices 2 State Building Code Fee 4.50 #of Slop Sinks 1 Traffic Impact Fee 2,042.00 Gas Outlets 2 Sewer GFC- Commercial 34,367.00 #of Gas Piping 2 Total Calculated: 40,170.84 #of Gas Water Heaters 1 Deposits/Receipts: 0.00 #of Floor Sinks 8 #of Kitchen Sinks 2 Total Due: 40,170.84 #of Lavatories 5 \\s'1%:\\,,...6_1(-•\ i . . #of Range Hoods 0 #of Refrigeration Units 1 C:(_Y ' 0 #of Urinals 1 • #of Ventilation Fans 3 -I - T - I ! I (15 #of Water Piping 2 n ;5 'r', _p. r> X,.., �_J 1:'d I: iP rI^ 7Fl rG ,, 1 1-, {:._ „I I,;I THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, co1 , CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMFNCEL a 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'' lOT,! HE. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY;O7HER` TAT O,IN LOC 1W REGULATING CONST OTFON OR THE PERFORMANCE OF CONSTRUCTION, e I / I: Imo. e II 1it i... ��� f fr.• 1.11 I �--Uivivn1 v. .- v, v..r/_.. �`"..,,1 iy.irsILciJ AGEENNT ISSUE J BY { 4 N �u` :=g- Affordable Washington Backflow Testing BACICFLOW PREVENTION ASSEMBLY BEST REPORT re 1 er y� ffaw rau (360)863-3704 \>517 — _ 7 1.1- WATER PURVEYOR Anacortes ACCOUNT# ASSEMBLY ID/FILE#/UTILITY DEVICE# Meter# NAME OF PREMISE Coconut Kennys Commercial 0 Residential ❑ SERVICE ADDRESS 1009 Commercial Ave Anacortes zip 98221 CONTACT PERSON Jesus pgONE (360) 393-1781 LOCATION OF ASSEMBLY In storage on wall by mop sink DOWNSTREAM PROCESS Dishwasher DCVA ❑ RPBA 0 PVBA ❑ OTHER NEW INSTALL 0 EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER# APPROVED ASSEMBLY? YES 0 NO ❑ PROPER INSTALLATION?YES 0 NO ❑ MAKE OF ASSEMBLY Watts MODEL L009M3QT SERIAL NO. 18978 slzE .75� INITIAL DCVA I RPBA DCVA I RPBA RPBA PVBA I SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 AIRINLET TEST OPENED AT 2.3 PSID CLOSED TIGHT 0 CLOSED TIGHT 0 OPENED AT PSID PASSED 1] LEAKED ❑ LEAKED ❑ #1 CHECK 7.8 ism FAILED ❑ TIGHT PSID TIGHT psID AIR GAP OK? Yes DID NOT OPEN El CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE NEW ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID PARTS ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ AND ❑ ❑ ❑ El El — ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ REPAIRS REPAIRED ❑ TEST AFTER CLOSED TIGHT ❑ CLOSED TIGHT ❑ RV EXERCISED ❑ AIR INLET PSID REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT PSID PASSED ❑ FAILED ❑ ,PSID PSID AI CHECK PSID CHIC VALVE PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER SEPARATION PASS❑ FAH,❑ DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open 0 Closed ❑ SOV#1: Open 0 Closed ❑ SOV#2: Open ✓❑ Closed ❑ REMARKS: LINE PRESSURE 96 PSI CONFINED SPACE? No TESTERS SIGNATURE: ZI\s,OD CERT.NO. B5134 DATE 1/10/2017 TESTERS NAME PRINTED David Foy TESTERS PHONE# (360)333-2057 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 04-01-2016 GAUGE# 03161194 MODEL Midwest 845 SERVICE RESTORED YES ❑✓ NO ❑ I certify that this report is accurate,and I have used WAC 246-290490 approved test methods and test equipment. Al!^u Affordable Washington Backflow Testing BACKFLOW PREVENTION ASSEMBLY TEST REP T 3ncfr(faw�e)-a9 (364)863-37$4 ree d WATER PURVEYOR Anacortes ACCOUNT# ASSEMBLY ID/FILE#/UTILITY DEVICE# Meter# NAME OF PREMISE Coconut Kennys Commercial E Residential ❑ SERVICE ADDRESS 1009 Commercial Ave Anacortes zip 98221 CONTACT PERSON Jesus PHONE (360) 393-1781 LOCATION OF ASSEMBLY In cabinet under dispenser DOWNSTREAM PROCESS Soda Dispenser DCVA ❑ RPBA ❑� PVBA ❑ 0 I'HER NEW INSTALL 0 EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# APPROVED ASSEMBLY? YES ® NO ❑ PROPER INSTALLATION?YES ❑ NO ❑ MAKE OF ASSEMBLY Watts MODEL LF009QT SERIAL NO. 102269 SIZE .5" INITIAL DCVA 1 RPBA DCVA 1 RPBA RPBA PVBA/SVBA TEST CHECKAIR INLET PSID VALVE NO.1 CHECK VALVE NO.2 OPENED AT 3.2 CLOSED TIGHT 2 CLOSED TIGHT 0 OPENED AT pSID PASSED ❑✓ LEAKED ❑ LEAKED ❑ #1 CHECK 7.5 pSID FAILED ❑ TIGHT pSID TIGHT pSID AIR GAP OK? Yes DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE NEW ❑ ❑ ❑ ❑ ❑ ❑ HELD AT. PSJJ) PARTS ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ AND ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ REPAIRS - REPAIRED ❑ TEST AFTER CLOSED TIGHT ❑ CLOSED TIGHT ❑ RV EXERCISED ❑ AIR INLET PSID REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT PSID PASSED ❑ FAILED ❑ PSID PSID #1 CHECK PSID CHIC VALVE PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER SEPARATION PASS❑ FAIL❑ DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open ❑�/ Closed ❑ SOV#1: Open III Closed ❑ SOV#2: Open E Closed ❑ REMARKS: LINE PRESSURE 96 PSI CONFINED SPACE? No TESTERS SIGNATURE: UlksCD CERT.NO. B5134 DATE 11101201 7 TESTERS NAME PRINTED David Foy TESTERS PHONE# (360)333-2057 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 04-01-2016 GAUGE# 03161194 MODEL Midwest 845 SERVICE RESTORED YES 0 NO ❑ I certify that this report is accurate,and I have used WAC 246 290-490 approved test methods and teat equipment. 37 Outlet"A" Ad}astable SPscip (Optional) q adapter ��n G8-50) Hub) _ !! �11 3. Liquid apacit:52 all(Ho- A - - _ i m PM p _ _ 1 tlIS r� i2. Nlax tl°'"fra 5 52 Gallons _ 'lik. . I 3 Gty:249 Ibs-(35 Gallons) a^,°"10" IIFYt, Liquid capacity: achy:9.5 Gallons ,, �I 4. UnitMax grease cape � .- 5 Max solidIc d deco ere: ,9 foe. }■� Outlet"8' g. 2,00lb. rated,boiled,gaslwater tight rri r r + `- (Standard) \ I r 11 '„�i� 1��TA i Y i 7. g�000 lb.load continuous. �' 1� 11 standard covers. temperature 1908E 1. t.a ill C i Maximum operating I J _ I 5. Lit I- --- Deep structural interceptor = _ - - reinforcing columns NOTES3. Fo IAPMp to ASME c only. ..1- standard#A112.14.3 andw control. 'vw�i�� ISOM 2. Factory installed Built-in cisosonsY fl;,� s. Do not use for pressure applications. walls. / SIB Isup seamless high density polyethylene to 3-112"of Outlet"GH g fled With budt49 edattaver f ll for for deeper (Optional) 5 Unit supplied adover placety.A let alto riser{)cess to tank TOE burial dea�ment allows full ao 6. Cover placement mamtenan Vocal code.for propererred unless per2f3" B. Engineered inlet and outlet diffusers ere removable o 7, Vent not required inspect/clean thean pipor buried applications. ti siphon. ed witn ¢i24-112 I g, For et rough in- Unit shipP r 10. Inlegrat Aiieecr I of eari 11. 'three gee note#10 ' s outlet drffuser In outlet B'• of inlet TECHNOLOGY euent DIFFUSION unfits DN �sP Enid volume e of thainto k for efficient Q and outlet -+,11, �` e n es really reduce , {� 1 entire l>4u'd teningn g chamber I Ia.) I 1 that without tdithe bon Thecalibrated s /II (� grease disturbing asuiuent�eroropof sediment layers. effluent turbulence- fisting g ,hon In the The lntegrai a r the ex of the ouflel diffuser101l2" , �� )ral arstabltiedon within te tunrt deruentwhich is free of ,The ibolt on1Y tE �I 'erat on, allows Rre cutlet diser allows to anYThe ee to e ofttre k it can eeaY osue p{P g 1ay !yr " 14"gres�threeoets provided fo ease 1 2fl-112 ��■ Invert Iof the 50 shall li�` IRSPECIPolyor model minimu 313- itionaltY- ' Slasi r 1'..asm gcease m e in DSA of seam 3!e rotatio wall18" 'line Iii! molpto rea d end made in In minimum abe itfefime guarantee potetllbb is ve or below grad2.143 ! r Interceptor shalt be furnished for above built-in test 11'. ! ENf molded Nigh Density Y bdanc flow control, thickness.with tell torshall ie riser�Isystem accordance to ASME Iirysp ttC� interceptor fled edlus eons.Interceptor flow rate she l ll he PM Engineered inlet and , capacity shall be 24 9 160 0 0 lbsi Cover capacity. outlet diffuser caps and three outlet op description) IV 1 • lntPTIONS grease ceP minimum 2, (see waterlgas-tight seal and haveA, V N SHEET , covers to grade gECTI� SPECiFICA�10 • H le astable risers for extending O rdelleld adlconnecflons a Male pipe threadpip male pope thread connections �� 3°Plain end pipe or (set o 2) 50 u • High water anchor kit PART NUMBER GB^ 95001Woorla Products 9 ■ ■' •• ER Highway rated bolted composite cover 9500 W PRODUCTS • Eat. H2O rated pl0kabte cast Iron cover Edwardsville,KS U011 ,>t. DESCRIPTION: Tel:Bg0.027-7119 & prpin Llne Purity SIN SERIES POLYETHYL LI(1UID pax:r Product eom t, . dn9 „. Q GREAT S. 5D GPM' CAPACITY W vTel:6 erproducts. O GREASES 2&RGREASE POUNQS frade fn the U.S A pp�. GALLON ^^"�� �,� MAIL:PE mob^ 5t3l13 m 1nW�NPW� REV: 14 onion Y:TELI DATE: 1217110 oewaraa'r AND w"rroerrnra snwuc*sHxv DWG 8 piIUHNPFLMNART1E80lE0VEPMI6sooOrxsoFHy,NERiR00°CiH IH TAE NIPovUPiMNp�r p�'S H W MN�E Wf I sO�w�-nNa' PEPP �'TIOxIN ovr de T he ' Grease Interceptor o grease management L'yws Stanc�'2rd EZ-Open Recessed Silicone • Mec. ,nci Couplings Latching System Seal ti- .. --1.----:. Air` : f,e " - - _gg r V • .ICY ' _ ti'' k: Device (FCi<-) -, I -- - • •:,•.. ..-iritz...._-- -„4.--, . ,•4:,..- . ./:•'' :..t r • IS rrl:,!n_ o:c,; _ . ' , . - • Compact,durable, user-friendly solution - Molded one piece tank eliminates, seams and potential leaking • Can withstand continuous discharge at 104°C-(220°F) • Lightweight and strong, Endure' models weigh up to 60% less than < directly equivalent metal competitors -offers ease of installation,transport and storage • Endura supports 440 pounds of p, -_ ,n < `; i`^ ,;,[,, .;*0 ,;; pedestrian and light duty traffic is ,, j' ; .,I_ ! c;3s;,, i'.1, r3 r ri!! ,Xt, • Connected using mechanical joint couplings allowing for use of various piping materials • Flexibilityof installation- can be- installed in-floor,on-floor,or _,- .Et i..r,,, :L.. , semi-recessed 4‘. ii °ASME Go ' 4.4.. .• . 4..-mk., /.,, it 1 _i_‘, ,., . _. , .. : . c f1.4 Ay® 060, ._. A112.14.3 ° �zanaN nF . durainterceptor.corn MEA 16D-D -E an Q.4jiaxis company 'ggt oasr %+eS;r: e$ge Grease Interceptor • Contractor shall install a Canplas Endura®Grease Interceptor,Part No, (fill in). A flow control with a rate of gpm will also be installed in accordance `' = "Diffuser to manufacturer's instructions.The unit shall be comprised of engineered thermoplastics to withstand '``: operational temperatures upto 220°F (104°C) and incorporate a lid with the capability of supporting � +:ti;s:;;� - baffleaniy p A -. 1 if 5.�;;.;:; � , used in 35 440 lbs.(200 Kgs).The unit will be supported by a 10 year manufacturer's extended warranty.The grease . and-50 GPM interceptor shall be certified to the current version of the PDI-G101standard and where locally applicable models to ASME112.14.3 or have UPC listing.Contractor shall provide mechanical connectors to connect the grease 0 interceptor. . � . \ CPMllbs 15130 20140 251501.0 25/50 35170 50/100' \��� A 14.5"(368mm) 23.6"(600Mm) 31.0"(787mm) 31.0"(787mm) 31.0"(787mm) 31.0"(787mm) �^' p I B 17.5"(444mm) 17.5"(444mm} 23.5"(597mm) 23.5"(597mm) 23.5"(597mm) 23.5"(597mm) itilitlip I 1 c jjijpC 3.5"(89mm) 3.5"(89mm) 4"(102mm) 5.0"(127mm) 5.0"(127mm) 5.0"(127mm) A ' D 12.8"(325mm) 12,8"(325mm) 7"(178mm) 12.5"(318mm) 12.5"(318mm) 18.5"(469.9 mm)p E 16.3"(414mm) 16.3"(414mm) 11"(279mm) 17.5"(444mm) 173"(444mm) 23.5"(596.9 mm) ':. n, -L, NOM.Pipe.Size .Compact 2"h-xh 2"hxh" . 3"hxh 4hxh 3"spgxh '4"spgxh A 3.94" 3" 423" 6.13" 2.67" 3.19" •Compact Row Control •flow Control •Air Intake Tee (100mm} (76.2mm) (107.4mm) (155.7mm) (67.8mm) (81mm) <c)' B 3,44" 3.84" . . 5.93" 6.84" - 4.01" 5.04" {87.4mm) (97.5mm) .(151mm) (173.7mm) (101,9mm) (128mm) � B B �� C - - - - 227" 2.72" . ` I T. A (57.7mm) (69.1mm) ,---A 1 I<--A--.A.1 IA-Al.] ---i- -_ - •3"Version Illustrated •Part Number . 39071402 3910A02 3915A02C 3920A02 3925A0210 3925ALT02(2") 3935A03(31 3950A03(3") 392514LT03(31 39351104(4"). 39501404(41• U5 Gallons Per Minute-GPM(L/Sec) 7(0.44) 10(0.63) 15(0.94) 20(1.26) 25 LO(1.6) 25(1.6) 35(22) 50(3.2) Grease Capadty Min-lb(kg) 14(635) 20(9.07) 30(13.6) 40(18.1) 50(22.68) 50(22.68) 70(31.8) 100(45.4) Average Efficiency%(ASME A112,14,3) 95.5% 92.5% . 92.0% 95.4% 97.1% 98% 98.6% 93.9% Grease CapatityActual•lb(kg) 31.95(14.49) 38.07(17,28) 40.97(1858) 76.4(34.65) 53.4(24.22) *56.25(25.51) 1383(628) "12207(553) OperatingTempetatureCapabiI'ties • 220•F . 220•F 220'F 220'F UV220'F 220•F 220'F - (104'C) (10(C) (104•C) (104"C) (104'C) (104•C) (104'c) (104'C) . Surface Load Capacity 44016 4401b 4401b 4401b 4401b 4401b 4401b 4401b _ (20D kg) (200 kg) (200 kg) (200 kg) {200 kg) {200 kg) (200 kg) (200 kg) UnitWeight(Ernpty) 15.81b 15.81b 15.8Ib 731b • 23.91b. 4516 451b GO lb (7.17 kg) (7.17 kg) (7.17 kg) : (10.4 kg) . (10,85 kg) (20.4 kg) (20.4 kg) (272 kg) . Liquid Capacity 12.96 gal 12.96 gal 12.96 gal 21.6 gal 18.9 gal 39.4 gal 39.4 gal 52.0 gal (49.06 L) (49.06 L) (49.06 L) (81.81.) (71540 (149.1 L) (149.1 L) (197 L) • 2" 2" 2" - 2 -2" 2°(3925A1702) .3"(3935A03) r(3950A03) Connectbonsize(medianicaljointenly) • . . 3"(3925ALT03)- 4"(3935A04) 4(3950A04). • *Nat evaluated to breakdown capacity(P0I•G41) Grease Capacity Min-lb(kg):Industry minimum grease capacity based on GPM flow rate.Requires minimum 2 lb of grease capacity for each GPM of flow. Grease Capacity Actual-lb(kg):Actual capacity at breakdown when tested to ASME A112.14.3 Canpias-Separation Technologies Tel: (705)726-3361 P.O.Box 1800,500 Veterans Drive Toll Free;1-800-461-5300 • Barrie,Ontario,Canada 1.4M 4V3 Fax:(705)726-2186 GD-000205-EN-09-15 PROITEI IN CANADA - Email:feedback@endurainterceptor.com - - " ' • an 0A71aXiS company Commercial Building Permit Checklist City of Anacortes Planning, Community, and Economic Development 904 6th Street— Anacortes, Washington Phone: (360) 293-1901 Fax: (36n 293-1938 • • . r 1;i I Ii COMMERCIAL,MULTI-FAMILY,EDUCATION AND INDUSTRIAL Items listed on these sheets must be submitted to assure a timely, consistent and accurate plan review. Three (3) sets of plans and two (2) sets of specifications and engineering calculations are required. All plan sheets must be of similar size. All drawings need to be submitted to the Building Department including civil drawings. Please place check marks by completed items, and cross out those, which do not apply. Applications will be checked for completeness against this list. Any incomplete applications will be returned to you. I. Have you obtained approvals from the Planning and Community Development Department Telephone: (360) 299-1986 your land use and zoning issues? If land use issues have not been resolved before building permits application, it may cause unanticipated delays in the project. If you have questions, please contact the Planning Department directly. II. Have you obtained approvals from the Department of Public Works (Telephone: (360) 293-1919 for street, water and sewer services. If public works issues have not been resolved before building permit application, it may cause unanticipated delays in your project. Plans which do not contain the following minimum information will not be accepted for plan check. Plans shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show that is will conform to the provisions of the adopted international codes and ordinances. Plan sheets must be a minimum 18"x24" or 24"x36", and all sheets must be the same size and north arrow shall be on all sheets. Plans shall be drawn in indelible ink. Plan sheets that are cut and pasted, taped, or that have been altered by any means (pen, pencil, marking pen, etc) will not be accepted for plan check. Current code additions include the 2012 International Building Code, 2012 International Mechanical Code, 2012 International Fire Code, 2012 Uniform Plumbing Code, WAC 51-11 Washington State Energy Code, and WAC 51-40 Washington State Building Code Amendments. Please note: All drawings must be accurate, clear and drawn to scale. Please place check marks by complete items, and cross out those, which do not apply. II. Construction Permit Information V Permit Application Complete in detail. -a •rdoems--naateri-ats 4nventory stater ntlif applicable) Hazard inatalnirmT Cover sheet, including _Index of drawings Index of abbreviations Type of construction _Notation of automatic sprinkler (if applicable) _Occupancy classification Zoning designation - _Parking calculations _Open space and lot coverage calculations (Multi-family zones) _Special Inspections Architect of record and engineer of record Deferred submittals Site plan, including Scale North Arrow Property lines/Site dimensions Existing topography contours and proposed alterations New vs. existing clearly marked Building wall and rooflines match floor plans. All impervious surfaces (square footage of any existing and all proposed) _Retaining walls (if applicable) _Creeks, streams, shorelines and wetlands (if applicable) _Streets, alley, utility, access and other easements Driveway locations _Drainage and catch basins including retention where required _Fire apparatus access routes (if applicable) _Nearest fire hydrants and water mains _Barrier-free site and building access, parking and signs Location of LP gas or hazardous materials tanks (if applicable) _Outdoor storage areas for hazardous materials (if applicable) _Parking lot and loading design, surfacing and drainage _Solid waste enclosure/recycle storage Special plans Pedestrian walkway Show drainage, grade, bicycle storage and barrier-free details Landscaping 2 _Usable space (Multi-family only) Erosion control _Wetland mitigation Foundation plans All pads and dimensions Girders, posts,floor joists, slab Access and ventilation _Stamped with licensed architect or engineer's signature (if applicable) _Stamped engineering calculations (if applicable) Cross Sections, including Foundation dimensions Reinforcement steel _Frost depth (minimum 18") _Insulation (walls, floors, ceiling, slab) _Special framing details _Lateral bracing _One-hour rated floor/ceiling for usable space under first floor Shaft construction _Projections _Stairs and/or landings _Engineering (if applicable) Engineering must be transferred to plans, and plans shall be stamped and signed by engineer or architect and complete calculations submitted. _Lateral bracing, _Foundation or retaining walls _Overhangs or cantilevers Beams or columns _Soils/Geotechnical report _Sprinkler pipe point loads _List special inspections required Elevations, including North South East West All final grades accurately shown _New vs. existing clearly distinguished Floor plans, including N All spaces labeled by use New vs. existing clearly distinguished V All door and window sizes Fire rated doors/windows/other assemblies, or, 3 _Detailed door/window schedule with ratings Hardware schedule _Door wing clearly noted _Bedroom egress windows _Exit system Corridors and exterior exit balconies _Stairs and stair enclosures Exit courts and passageways Ni Exit sign and emergency lighting unit location Other _Stair direction (up/down) Location and fuel source for appliances -'Barrier-free restroom plan (1/4" scale) _Decks and patios (including framing) Guardrail and handrail details Roof details _Roofing framing plan _Roofing materials noted (Class A, B or C or Special) _Roof access when mechanical equipment on roof Attic access and ventilation Roof drains and overflows Details Fire rated assemblies, including UL or equivalent design numbers and construction details* _Parapet construction _Draft stops _Rated corridor construction, including cross section _Flame spread requirements throughout *Assembly construction details may be included in project manuals. UL or equivalent numbers must appear on plans. Miscellaneous information _Completed energy code application, or Engineering energy analysis _Mechanical plans, including _Fire damper locations Duct work _Venting details Combustion air sources _Make up air soirees Itemized appliance list 4 Commercial Kitchen Type I hood and duct system plans _Electrical plans _State approved electrical plans (if applicable) Plumbing plans where grease traps or interceptors provided (grease interceptors are required for all restaurants) _Secondary containment, drainage and plumbing plans for hazardous materials _Swimming pool/ho tub/spa plans (Skagit County Health Department) _Pedestrian protection plan _Street, sidewalk, water and sewer construction plans (submit three(3) sets of civil plans directly to the Public Works Department) Other Approvals _Health Department _Septic tank (show on site plan and attach permit) _Kitchen fixture/appliance layout in commercial kitchens (itemized list) Commercial restaurant menu I hereby certify the attached plans; calculations and specifica inns include all the information marked on this application checklist. if further understand if the information is not included, the plans will not be reviewed nor a building permit issued. Print Name: . .t -- t Dt_12-- Signed: 1 Oe_i&&Arke___ ? Date: Revised December R,2009 5 . . •• Y. 1" or 'LLB an1F� L-1• f ;r:�ir 10 . Sign Permit Application City of Anacortes Building Department q P.O. Box 547 Anacortes, WA 98221 Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 Owner/Application information Site Address: k o 057 i1 T;'1,-`1 r�'1,`'l,,(- t c Parcel No.: 'PSI-A_151 Lot: Block: Addition: Owners Name: l eaY,r% �..-)+1L=- Lt—L Phone No.: Address: 40113 i i' y,\, L� �a, 43�'C' State: Zip:C\ t�Contractor Information Sign Contractor .1 , Etc \nc , Phone Na.; 1. U - 111' 1. t.l Mailing Address: 1 c . j; sr. NLst-Lt0 StateF3ePr Zip:9 S -c Y State Contractors License No.:t\L4-vc\t r>19S ,t`Y\ Exp. Date: 9 1 i tp General Information No.of Existing Signs: ---i Gross Area of Existing Signs: --' - sq.ft. Total Lineal Feet of Building Frontage.: Side 1 0 ft./Side ft. .1T) Proposed Sign Area:q 5 sq,tt. C D;1\ c-a;n,L s r C Type of Sign and Number of Each: Wall ; Projecting I Free Standing Pole Electric )( Non-Electric r Value of Sign(s) (labor and materials) $ i,4 ,,C1i�' Note: Flashir+g Lights or Moving Parts are Not Atiowad Application Checklist Please include the following items with application it applicable. 1. A sketch showing building frontage area. 2. A sketch showing sign,lettering,sign area, sign location, and sign height from grade. 3. Detail(s) of the sign support(s)and all structural connections. 4. Indicate setbacks from property fine. 5. Electrical work requires a permit and Inspection from the Department of Labor and industries. Please call them at 360-416-3000. Signature: < .,, .I14, is Date: C,- 3D - ) CP ' ' Applicant Owner Updated May 24.2012 Y _C.i• :. City of Anacortes invoice/Permit#: BLD-2016-1525 ,A 904 6th Street Applied date: 08/31/2016 4- P.O.Box 547 Issue date: 08/31/2016 Anacortes, WA 98221-0547(360) 293-1901 Expire date: 02/27/2018 ry flFhYy N.0 Job Address: 1005 COMMERCIAL Permit Type: Sign Permit ANACORTES WA 98221 Project: APN: Remarks: 3 New Exterior business signs,2 are back lighted Owner: TEAM LINDE LLLP Contractor: SIGN POST INC Address: 1005 COMMERCIAL Address: 2019 E BAKERVIEW RD ANACORTES WA 98221 BELLINGHAM WA 98226-9100 Phone: (360)671-1343 Phone: (360)671-1343 License#: signpi*065mm General information: Fees: No. of Signs 3 Building Permit Fee 181.25 Sign Square Footage 95 Plan Review Fee 117.81 Wall Sign Y State Building Code Fee 4.50 Building Valuation 10000 Total Calculated: 303.56 Occupancy Group a Deposits/Receipts: 0.00 Zoning Code CBD Total Due: 303.56 I I.. .Ci -. 11 , !'.._ •�, :..I I I 'h I Ili I I;I, •-- }r 7.1 rl 11i • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAS, O:I III CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED F=� HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISION-0 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 OTHER STATE'.054 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -''` _ _n } �J:i n it 1 0SI NATURE F OWNER OR AUTHORIZED AGENT ISSUED BY — . APPROVED PLANS _,. ` t LIC.76ONQ SIGNPI 065500A2S GNPI OU.PK 16' 0" -MIT N =J � it, • �. Tho -- ADUH ESS- J 7_ ' # � ' ,, I~�f�- ) it-sSS :-LC. 1 1\1AI'I'ACHMi-N-1 DEIAIL . irPEIOVED di, ,___,_. . .. ,, .... , _,..„ 15_)- C- r1 1 �• _ • . vE�kLlll� :aEIIL(d� �+ lll or,� s, , t�ti a' '17 III t-L� 2D1A E?aM nkvrVEuw Rd.,B I1Irlghnm.WA � � Wood titLli�ci N x _ i* NYU 74 jf Sill C�_ _ '�_ EEiE firI F ' :' 4 zip toggle baits Fix:' • C 1\JUVD1 (every 4') r Ml: gnpost,eom LED Channel Letters----. �r ii Web: www.the-aignpost.com wi Flax laces, 1 I Eiectrira Fz.rbrlcatai S.lii:�lall ('I}Cl;�inriel SIiape Sieari 1u Exluri;�r Building (Lis ;h�w•�is} Writ cap & I'ulul`I I r�rvi a l� CLIENT tek screw to raceway S location.by Lepers&, Logo: Cheri+re!shapes will white pier;faces and Iranslucer�i vinyl graphics..yellow trine cai. /� olhar Coconut Kenny's ;i,redrulunrs,ifil ��,latiriludwilliwith LEDi. ;uidliw,�lllucfiLlILi d-3l,siuy ShootisI'Jtdrucowny - DRAWING: Mount to b;dg. i,/required al'achment methods WI LED power supply Street Elevation &wiring, Access - . - FILE: Sign is 48 square feet of GO square feet allowed. lici for service, Arlacortes i Sign weighs approximately 125 lbs.. I-pwrOMISVIT` DATE: 813011G AUG 3 120W SCALE: Sinulate_d_instaltntlo Ste-w Plat-Plan 1.4 ` l,_0" -I52-);;T-5LITTGT DESIGNER: __�___�____ 1pt, -- ti - SALES REP: a...----11111.1.1.11.11111117111111..m.--p- ---- r '- ,-' - - REVISIONS: (N) ;I, (710- Et [ :.) CO) (it ' i4 " _ ' i 1 . , . FREE CHAR GES MAY APPLY 565 HOUR r - • y FYi! i . _ ti. _i L + 0 0(Jil i. ' I . 7.. . u2k ' Y11:4 i v ( LOCATION OF SIGN �/U`-r..�@ en 121._ r • idr • MP 1.1 NEM iii iJ:';.I tii. • '"} ON FRONT WALL -�l�J Approved As is 9 1 Appremsd W."Chnnnds A. %irk ti a P -} ,.1 , illl .ia.' � SMATUriL"- 66.4.E I ; ;The Sign Post, Inc. Mir 4104511 Qolors All Rights Reserved ''..12 -1_ E I, ' -mil ■ Matte Black r'E Red }xLL,t S READ ll '`� Ail desri ii work is the iiilelle tual • 1 = ---1_ # Sunflower Yellow Li Kelly Green -- • property of Tht� Sign Post, Inc, ra Rust Brown Deep Sky Blue .._�'' I until project completion and h:nal II Light B©lga L '; 'r' payment lir3B bees eieti. - - - S -�' ' ; —'_' L L1Todired ersa, reprvducton, l andior display shall render Me dnfrtnclel liable for up toS160,000 • rn S1atu cny Dariiages.plus arto;ireys 6i i' iees and costs, for each infringement. under the U,S. CQpyti6tlrf A4 t NOTE: This Color Drawing is a simulation of the colors to be used and should be verified with actual materials to be used pi U.S.C. 412& O07'.I 0 45 --, LIC.76ONGSIGNPI065MV..s§GNPI0€6RK 1 4'-0" - ., M1 ,4 The :--711,-- 11 ijs.,:ll 'Fir - " AKERVIEW 201A E�►sl B kt�rviavr Rd.,e�rirnghnm,4Y4 N 'l rE H' _ gailKE, 10 -gi) Ply: 30-671-14 Fax: d 9Q L 0 bir 0 ItWri)- ‘11.:.A...6."RA il gall, s+sl60-�esC�th� - +�-slgr'rpast,corri IAreb: www.the-signpostcom GROSS SLID l`ION Al I ACHMENIF DLIAIL CLIENT: Fabricate&Irrsti.0(1)Channel Shape Si0n go Exterior Building(as snawi I) Coconut Kenny's I.r.tIo s 1S,Lotlru: Chan!Ct!' 1;IlAJsntt .rill1 vrl'+Lt0 pk:x 11_1(,;th;,ci Iron:'iw.ont vloivi cirapiut,s.yulkiw tr,iII Cap S11-ICCO Wall DRAWING: ar::i returns,iliunur:aled with VttL e LEDs and iri:•unied to race4:ay Side Elevation Mount to 1a14 W. .11 lirerf.'1It_L;l nr nl well lads. FILE: Wood ,SSRA% Anacortes I Sign i$ 38 square feet. — 4" x 3/8" rrited--- I DATE: Sign weighs approximately 125 lbs. aM]r,sJucenit lors ,zip lQclgle bolts 813011E3 (every 4') * I SCALE: ■ Matte Black Red LEDChanii l Leiters --_ "� 1�„ Sunflower Yellow L.!Ke]ly Green wi lex laces, i i Electrica DESIGNER: ( l • Rust Brown Deep Sky Blue 1rir11 cap & ro urrl: , ry1,'it:,lu ip, Light Beige tek screw to raceway // [Gca1 un,by SALES REP: El.ot_Plan / othor- - - Shoo( metal raceway • Awl LEA pr]w supply REVISIONS: 5r�virar�ri, c C[,ss (N) FREE CHARfirrs MAY APPLY$65!Noun 1 Simulated Installation View G 0 0 5- • El_ l � + Prcvad As Is I 1 1 '., } t ,1y• - _- F L i Rppr4WOI Y, chimes 4a Mnrkptl' t f - 1 LOWIJO F SIGN . f. ; .... - • l I ' . -( .,... .ON SIDE WALL ; .;� ATE 1 9 - 1'•' I I ,.. The Sign Post, Inc. r "a ' r Al!Rights Reserved t• I• �` — • I • 4 PLEASE READ . .. , . All design,�o±:;l the Ir7tellectual 1�slapeArty al The Sign Pot inc. _______Ii. • . !11 r until project completion and f(rlai . ' paYfTl�'�['_a s' eui'iVC:Cis ,5 r#4r -8- 1:7 . :1 ,• I ,; :# • Unauthc.)dzed use, reptoductrr�ar, t; .. attdior display shale ra,der the • ...- tili' - . ladoge+ linbkt Ia,rr'ulp to "�tifJ,(XJO — •; - rea Slat+ tcrty Damages.plus altofaleys ' lees and costs, (or each iotringemenr, tli)(Ay fir U.S Copylighf AO NOTE: This Color Drawing is a simulation of the colors to be used and should be verified with actual materials to e used (1 `I 4 1t '�'`�' 1 i.— _ 3 � I- I , 9 u-- c.r6ONo BEG NPI assSr..'s.IGNPI 0e6PK psi'.-,, , , L.3t At Li '+ 3 -rho n11/11---- y 2" x ti" flat bar I� -� n- ) =--� r: welded to bracket Imo+ �� --,. arms and attached -sct ,-: �, pU1SE -----, to ~."call stud with iii .r -,:':--- 1Ohl tAF:�� Vl�V1l ,�I' �; ' `, .: ,`,*Mir/ 3/8' lag bolts. 2019 East BakcrvIew did.,Bellingham,WA 'Il / Ph: 36D-671-1343 # Dibond skin with Fax: 360-671-100 T digitally printed and UV Mail: sales@tho slgri} $t" Im ` r ' One (1)double sided flag mounted laminated graphics. Web: trvwrrv.tYie-signpost cam lip de" dibond sign. sign is mounted to a ++ s welded 1" x 1"bracket and frame, CLIENT: Iii,\ t Sign graphics are digitally printed R7 and UV laminated. Coconut Kenny's we dor3 subfr rntia to DRAWING: AP P/ r 1 / be painted black. Back Wall • / FILE: \ - . , Anaccrtes 1 GATE: Ill* pizza • Sandwiches :' F . 4°P- premium Brew SCALE: /\i ! - r Wall, ri17 z- _ --_�_ DESIGNER: 1ps 1 SALES REP: • Plot Plan. '. � irriulated Installation View Back Walt Ii) 4) (--* ` ) C51) (13- FREE CHARGES MAY APPLY 565 1 HOUR r00 ' • r CeC�" ~kW .t I iCoAps-A,A.I Approved rl5 is • 0 Approvird'I Chilni-ma AN Mn+rkort LOCATION OF SIGN 1'' "' • I ! ON SIDE WALL - SrC:raATutlar r r t: : The Sign Post, Inc. • in - , _ Al!Rights Reserved . i' ; PLEASE READ "I i I All des*walk is lire iniellechjnl 11/ . „ properly of rho Sign Past, Inc.—? will pcojec completion and frir s ---I— lit }. payrrterr,l iias t;aea re:eix _ git fa' :. .: Ail?. .1 —,� U'nanthot+zed use, reproducl�on, = . ar Ciio,� lisfsla, sl7a4r tsmfer The "" in Mope;ti9fslL tor to St 1(O,OX) rn Staztitc�ry Damages,plus altOrneys PP,,i 3 r s and costs, {or each lrr/ringemenr. wider Ilre U,S. Copyright Act NOTE: This Color Drawing is a simulation of the colors to be used and should be verified with actual materials to be used tl `�1` �' `') -` -tom Y 4' ' ,. City of Anacortes Invoice1Permif#: BLD-2014-0254 904 6th Street Applied date: 06/16/2014 P.O.Box 547 Issue date: 06/16/2014 . c/j. Anacortes, WA 98221-0547,,h '. 1901 Expire date: 12115I2015 �Yiir�tV (360) 293- Job Address: 1005 COMMERCIAL AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221-4186 Project: APN: P54957 Remarks: Divide single retail space into three retail units and construct new bathroom and entry systems. Owner: LINDE JOHN 0 Contractor: Address: PO BOX 542 Address: 1 FRIDAY HARBOR WA 98250-0542 Phone: Phone: License#: General Information: Fees: Building Valuation 75000 Plan Review Deposit 266.09 #of Gas Water Heaters 2 Building Permit Fee 818.75 #of Lavatories 2 Plan Review Fee 163.72 #of Water Closets 2 Mechanical Permit Fees 44.80 #of Water heaters 2 Plumbing Permit Fee 69.00 #of Water Piping 1 State Building Code Fee 4.50 Total Calculated: 1,366.86 Deposits/Receipts: 0.00 Total Due: 1,366.86 2 -1 - -3 r'OJ O- IC 0 �-- " ru ,-f. o CD r•. V 0 s I..I H— . tt k—. I t 1_I — . r•: .- . t I-- C, sti. ,'::� _ !J = .21 Ci '_ ft Pr rt Lt' v • •. I co I" THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, t.1F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCW..'I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL P;F OVl 1 NS OF LAWS AND.'ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OM,NOT;-Tl GRANTING OFL/A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEF 'BTAT2 LOCAL LAW I1EGULATING_CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. T{J c !/' - ityvati ji) 446.„ .. pc, 4,.. SIGNATUFi OF OWNERAUTHOF,f EDAGENT ISSUE Y iU ak 1-1_ \ \ 5 .14 [i. rrr l % I r 4 ,� A,* mi ,:.,:i: f 1 i I LUI4 1itygrog 4 . in I I IN Commercial Building Permit Application .� City of Anacortes Building Department P.O. Box 547 Anacortes,WA 98221 -Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1936 SITE ADDRESS: 100 ,� . 1 CONTRACTOR ❑Applicant PROJECT DESCRIPTION yy , Name yT J 1 Address C3 City/State/Zip [,,.(5\-"C . . Phone FAX State License# Exp PARCEL NUMBER City of Anacortes Business License: o Yes ❑No 54 7 PROPERTY OWNER ❑Applicant LEGAL DESCRIPTION Name 7e.A.Alt Li`. LLLP L D 7 1 S 6 0f l Lts ~ 1 b 10c L Address_P.0......&& 5`I t City/State/Zip FrLA,Pti Irliciv , qfb PROJECT VALUATION ' 1 61 COO Phone FAX E-Mail Address Number of Stories i a i i Gt S Building Area: r7-~ !` 6 E Architect❑Designer LI Engineer❑ Applicant l L Floor far°FOOT Si Name U.QA,616eiridVQ0[ t AIS Mi.eAte., ( 3rd Floor s.f. Basement s.f. Address (gG. 6E601 9 Lot Area s.f. Construction Type City/State/Zip P,O1 Use Zone • Phone ' .6O b} 11LFAX _ Impervious Area E-mail.Address i // 1 �4,00 � TENANT t� :Ct escrihe) ❑Applicant LENDER LENDER TWFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name IN VALUATION PER RCW. Address Name 7 L7 City/State/Zip Address _ Phone FAX City/State/Zip E-mail Address Phone No. i .' �&--tf... CONTINUED ON THE BACK Commercial Mechanical Fixtures Fuel Type Natural Gas ❑ Electric E Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures • Fixtures Furnace<=100K BTU Gas Fireplace Boilers/AC/Heat Pump Other Units Gas Outlets Ventilation Fans 2— Gas Water Heater Range Hood Commercial Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Utility Sink Dishwasher Hose Bibb Ham!Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures _ Clothes Washer Electric Water Heater I HEREBY ACKNOWLEDGE fF HAVE READ TILLS PERMIT APPLICANT AND STATE.TILE,INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY IBIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORSIS'UBCONTRACTORS ARE WORKING WITHOUT PROPLR LICENSE. C?„, 4 ��yy PPL�CA VT'S SIGNATLRE DATE • Last Updated Nov.9,2012 '..... '''-,..'- 4 , ! • --, , 'V ...E.'"""'"-.....:,,. .........-- . ...,-.,---,..........,-...- .....7—i...,,,,... ...., 1 csStST. Sqcke- c44,A) - lincierisood „ ,(7.•,'-'' Associates,lic Cli C?°, 1-- E .,,,;' ,,,,_.,z,,,..,•---..1 .1c-le• — - — - .-) i E .......,— ,e, Fr ,. 4 ..,-, '•••• • ....-4' 11. Z ,(. .7•‘...., •w• ..,. 1 .i I I Ril 1 mar,,,,,,,,,,• 11-2, 1-'' .-..,.. . ,• ,,,,- ;. 1„._c......._.„..,,.,... : :„.,...,..........4... , , .,, _ .,,,,....,,..da,,,,,,o • zi. = .., !g i .. Aknfiri........ i g_evissiN . , .. ,, T, ,, , •,, ,.. , , •, skiEmg_whi-E-S ; .. ,. • ______ „ .. ., . „ • , _...7. •,• ; g• .., f.,..w..wm ... E...] i sibs B3 • •i , rix ; :,•______,,• 1 .. 1 , .,.• f ! 7: !!..k.-,,i-cvine ...--. ;.; t,....41i, SUM 2 I ' , 1t : 1 i ....•-•••, E.J.e:112. , ''-'4,'" geaf:Pr.° . ' ' . I. '. .^,-. _C,F 1.. t.,,,,,,t. —7.4(....7"---7 ,.,1, ,-..-, . . ( —, ,......k......4 i -„-- ,-- ---! •' A3-First Floor Plan Permit Set 1 ,,,,,,0 1005 1 C.-Qrnmarcial 1 • ; .. -• •-...S:3-... - i .. ,......A..... ,'. - • - , , '-"ri-4-..-• LT....I. ...., n..:_x_:,..--1 rarii,...-i,, :,---• i P.11•101 Cs 0 ('. , •• ; •,-F-=, .., It- -5;,•+. - ` . -• Ti • • 1 ;. ;_____ ; i 1......11.. . ..[..: --1.1..Iiii,.. li 1 7 1- I2AP 1, .4^b .,I. t•.,,,,; .,_:1,.II; '.'''' T-4,.-:.,-I-t''._. --i'''--. " . t - -.. . • , T.-.--- . - Floor Plan i I stre,Pt..vjW ..,_...„......_,._______ — ' 1 ..... A3.1 . 1 apcsProject; -- Job No:Subject; Sheet •Name: Structural Solutions Originating Office: ❑ Seattle ❑Tacoma Date; X-77. '€e- hw \ se,td, j 811 Fast Avenue,Suite 620•Seattle,WA 98104•tel:206.292.5076 wimpcs-structu€al.corn ";Tacoma 1250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tel:253.383,2797 •0,, Project: t '7 .1 Ar'=(+4 f 2.4"°;':. Job No; r. Subject: Sheef Name: Structural Solutions Originating Office: Seattle ,a A ❑Tacoma Date: 5 ` t Vt 1-JU � �. .. ',k) 5* 's P M.' `i �.I4^ ` 'd:. , m vt'. icy Y y>,3 [ ETZ, 77lia-t41-4 ,10 ( 11-5: (:41,.,(..) +- Lc ,.7,6) ((Ls-) ?,t,,,b 16- Ast t';: ;i 14 i I `Fi L W f 4`°tom Seattle 811 First Avenue,Suite 620•Seattle,WA 98104•tel:206.292.5076 wow. lacome 1250 Pacific Avenue,.Suite 701-Tacoma,WA 98402•toll 253.383.2797 Design Maps Summary Report Page 1 of 2 MUM Design Maps Summary Report User-Specified Input Report Tittle 1005 Commercial The May 27, 2014 14:27:56 OR; Building Code Reference Document 2012 International Building Code (kurl;ich utilize> USGS hazard data available in 2008) Site Coordinates 48.51°N, 122.61°W Site Soil Classification Site Class D - "Stiff Soli" Risk Category I/II/III silitgl1,,; A 11,s PA NJ A Ana rtr� i7 ;:9 N 0 fit .: ,F .:1 • • A. NI ERICA .+,' • �,1 rnapduest F •. �:, '6n14.f ', MaliQuert USGS-Provided Output Ss = 1.083 g S = 1.155 g cis = 0.770 g Si. = 0.429 g Sit = 0,674 g S. = 0.450 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. t,ICEAt Response Spectrum Design Response Spectrum ,•:J , 0.$� J Ct i_ Kil 0.6A e,. 0.2gT *.2,4 i 4, .,---i♦.�..-.—.4. . € t o f 0:t� 3 :to 0.1.t q-.r )gG i . i ' yo 1 2fy 1 60 tn $,00 f 4' o 76 r)!u t)'4h i.1 E0 t o t as L 4-9 1 gi 1 40 ;4 a) ve iot, r f cecI P,wiO4, I ti s;bc1 http://ehp 1-earthquake.cr.usgs.gov/designrnaps/us/summary.php?template=minimal&latitu... 5/27/2014 MI PCS Project: 1410C e-..-oE'iIIAA • .e.td _ Job No; (Q�41 i Subject: Sheet Name: si 1°0" Structural Solutions Originating Office: jig Seattle ❑Tacoma Date: 6 `2 "1.'- '- , kl //`-''. ''''''1 44 fi° ( S 7' ((') 'Z'C' -.,•)• la"L 2- ,, (- t : . # i- 'z : ti2r" Soat le: 1811 I+irst Avenue,Suite 620•Seattle,WA 98104•tel:206.292.5076 wwwpcs-structural.co n Tacoma 1 1250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tel:253,383,2797 Project: - 1h t • Job No:. .112 Subject: _ Sheet " Name: lr , Structural Solutions Originating Office: Eal Seattle ❑Tacoma Date: ° `2 " L ` C's p� Stt r j i.� 10'0 # ^"" +.:,u. A (0 .. .o.zs- ( t -rr i l --r~' Gq v1 . � , 4ik,"y � „ a $Fgattle ii 811 First Avenue,Suite 620•Seattle,WA 98104•tel:206.292.5076 w w,pcs-structural.cam Cu�Grlu. ! 1250 Pacific Avenue,Suite 701 •Tacoma,WA 98402•tol:253383_2797 .-4 -- "` Jcb No Sheet No rtry 07,74 14419 1 -- I�� • .-. _ Software licensed to PCS Pert Job Title 1005 Commercial Ref J BY Oh o4e28-May-14 cnd Client Underwood&Associates rile north frame omega.std [laferFims 28-May-2014 17:23 4 A _ E ^�µ E .r 3 � 2 { EEi ! 1 i A F PrintTirne!Dale:26/05t2014/7:26 STAAD.Pro V8I(SELECTserles 3)20.07.08.20 Print Run 1 of t Thursday, May 29, 2014, 02:20 P.M PAGE NO-. L5 * * * STAAD.Pro V8i SELECTseries3 * Version 20.07.08.20 * * Proprietary Program of * Bentley Systems, Inc. * tate= MAY 29, 2014 * Time= 14:19:42 * * * USER ID: PCS **************************************fir**********fir** 1. OTAAD SPACE INPUT FILE: west frame.SI't) 2. START JOB INFORMATION 3. ENGINEER DATE 28-MAY-14 4. JOB NAME 1005 COMMERCIAL 5. JOB CLIENT UNDERWOOD _ASSOCIATES 6. JOE NO 14419 7. ENGINEER NAME JLFM 8. END JOB INFORMATION 9. INPUT WIDTH 79 10. UNIT FEET KIP 11. JOINT COORDINATES 12. 1 0 0 0; 2 0 13 0; 3 9 13 0; 4 16 13 0; 5 16 0 0 13. MEMBER INCIDENCES 14. 1 1 2; 2 5 4; 3 2 3; 4 3 4 15. DEFINE MATERIAL START 16. ISOTROPIC STEEL 17. E 4.176E+006 18. POISSON 0.3 19. DENSITY 0.459024 20. ALPHA 6E-006 21. DAMP 0.03 22. TYPE STEEL 23. STRENGTH FY S184 FU 8352 RY 1.5 RT 1.2 24. END DEFINE MATERIAL 25, MEMBER PROPERTY AMERICAN 26. 1 2 TABLE ST HSST12X6X0.5 27. 3 4 TABLE S'T' 1412 X3 5 28. CONSTANTS 29, MATERIAL STEEL ALL 30. SUPPORTS 31. 1 5 PINNED 32. 2 4 FIXED BUT FX FY MX MY ME 33. LOAD 1 LOADTYPE DEAD TITLE LOAD CASE 1 34, SELFWEIGHT Y -1 35. LOAD 2 LOADTYPE SEISMIC TITLE LOAD CASE 2 36, JOINT LOAD 37. 2 FX 6.45 38. LOAD COMB 3 COMBINATION LOAD CASE 3 39. 1 1.11 2 1.0 40. LOAD COMB 4 COMBINATION LOAD CASE 4 G, 12014 .Job\14419 1005 Comm, rc.z,aJ Re;nocc.T10'alcslstaadlNeSt trot e,anl. Page J. of 9 Thursday, Play 29, 2074, 02; 20 P74 STAAD SPACE -- PAGE NO, 2 V� 41. 1 0.49 2 1.0 42. PERFORM ANALYSIS PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 5/ 4/ 4 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 11 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 22 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 930532.9 MB 43. PRINT ANALYSIS RESULTS G:12014 Jobsi14419 1005 Commercial Remodeli 'alcsla ta.d\west trame.anl Page 2 of 9 Thursday, May 29, 2014, 02,40 =Pi STAAD SPACE -- PAGE NO. 3 L� JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE JOINT LOAD X-TRANS I-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00002 2 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00732 3 0.00000 0.00000 0,00000 0.00000 0.00000 -0.00729 4 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00731 2 1 0.00002 -0.00023 0.00000 0.00000 0.00000 -0.00005 2 0.88609 0.00164 0.00000 0.00000 0.00000 -0.00232 3 0,88611 0.00138 0.00000 0.00000 0.00000 -0.00238 4 0.88610 0.00153 0.00000 0.00000 0.00000 -0.00235 3 1 0.00000 -0.00534 0.00000 0.00000 0.00000 0.00000 2 0.00493 0.00027 0.00000 0.00000 0.00000 0.00097 3 0.88493 -0.00620 0.00000 0.00000 0.00000 0.00097 4 0.88493 -0.00288 0.00000 0.00000 0.00000 0,00097 4 1 -0.00002 -0.00023 0.00000 0.00000 0.00000 0.00005 2 0.88376 -0.00164 0.00000 0.00000 0.00000 -0.00231 3 0.88375 -0.00189 0.00000 0.00000 0.00000 -0.00226 4 0.88376 -0.00175 0.00000 0.00000 0.00000 -0.00229 5 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00002 2 0.00000 0,00000 0.00000 0.00000 0.00000 -0.00730 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00733 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00731 d:\ 014 Ovhsi1441S 1005 Commezcia7 RemodelkSsieskotoadlw0st rrame.anl P3,,re 3 of 9 Thursday, May 29, 2014, 02:2U Pia STAAD SPACE -- PAGE NO, 4 L 92 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z I 1 0.05 0.99 0.00 0.00 0.00 0.00 2 -3.23 -4.66 0.00 0.00 0.00 0.00 3 -3.17 -3.56 0.00 0.00 0.00 0.00 4 -3.20 -4.17 0.00 0.00 0.00 0.00 5 1 -0.05 0.99 0.00 0.00 0.00 0.00 2 -3.22 4.66 0.00 0,00 0.00 0.00 3 -3.20 5.76 0.00 0.00 0.00 0.00 4 -3.25 5.14 0.00 0.00 0.00 0.00 2 1 0.00 0.00 0,00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 4 1 0,00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 Ct\20.Z ,yaks\14419 1005 Lori,{ierc1a1 wode1\C.1 ;staadiwPs[. .;.ar e.ani Page 4 of 9 Thursday, Mdy 29, 2014, 02:20 M STAAD SPACE -- PAGE NO. 5 LA MEMBER END FORCES STRUCTURE TYPE = SPACE ^ � 4 ALLUNITSARE -- KIP FEET (LOCAL ) MEMBER LOAD JT AXTAT SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 0,99 -0.05 0.00 0.00 0.00 0.00 2 -0,31 0.05 0.00 0.00 0.00 -0.62 2 1 -4.66 3.23 0.00 0.00 0.00 0.00 2 4.66 -3 23 0.00 0.00 0.00 41.96 3 1 -3.56 3.17 0.00 0.00 0.00 0.00 2 4,31 -3.17 0.00 0.00 0.00 41.26 4 1 -4.17 3.20 0.00 0.00 0.00 0.00 2 4.50 -3.20 0.00 0.00 0.00 41.65 2 1 5 0.99 0.05 0.00 0.00 0.00 0.00 4 -0.31 -0.05 0.00 0.00 0.00 0.62 2 5 4.66 3.22 0.00 0.00 0.00 0.00 4 -4.66 -3.22 0.00 0.00 0.00 41.89 3 5 5.76 3.26 0.00 0.00 0.00 0.00 4 --5.01 -3.28 0.00 0.00 0,00 42.59 4 5 5.14 3.25 0.00 0.00 0.00 0.00 4 ,4.81 -3.25 0.00 0.00 0.00 42.20 3 1 2 0.05 0.31 0.00 0.00 0.00 0,62 3 -0.05 0.00 0.00 0.00 0.00 0.79 2 2 3.22 -4.66 0.00 0.00 0.00 -41.96 3 -3,22 4.66 0.00 0.00 0.00 0.03 3 2 3.28 -4.31 0.00 0.00 0.00 -41.26 3 -3.28 4.66 0.00 0.00 0.00 0,91 4 2 3.25 -4.50 0.00 0.00 0.00 -41,65 3 -3.25 4.66 0.00 0.00 0.00 0.42 4 1 3 0.05 0.00 0,00 0.00 0.00 -0.79 4 -0.05 0.31 0.00 0.00 0.00 -0.62 2 3 3.22 -4.66 0.00 0.00 0.00 -0.03 4 -3.22 4.66 0.00 0.00 0.00 -41 .89 3 3 3.28 -4.66 0.00 0.00 0.00 -0.91 4 -3.28 5.01 0.00 0.00 0.00 -42.59 4 3 3.25 -4.66 0.00 0.00 0.00 -0.42 4 -3.25 4.81 0.00 0.00 0.00 -42.20 ************** END OF LATEST ANALYSIS RESULT *******e*a**** 44. PARAMETER 1 45. CODE AISC G:\201I Jobs11.9?19 1005 'lm:meresal Remodel\CaIcslstaad\west roe.CAI Page 5 of 9 Thursd2y, May 29, 2024, u2:20 IN STAAD SPACE -- PAGE NO. 46. FYLD 6624 MEMB 1 2 47. FYLD 7200 MEMB 3 4 48. CHECK CODE ALL G:\_01a Jobs\11119 1005 Cwmorcial Remodol\Calcs\staad\west frdme.nr1 Page G of 9 Project: t 4 .,_ Job No: + 9 Subject: . .. . Sheet . - t .. Name: Structural Solutions Originating Office: Seattle ❑Tacoma Date; ' moo. . ` : : v P.. Seatflo ' 811 First Avenue,Suite 620•Seattle,WA 98104•tel:206.292.5076 www.pcs-structural,cozrm •Tacoma 1.250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tei:253.383.2797 Thursday, May 29, 2014, 02:21 ThY PAGE NO- 1 iv **************************************************** * * * STAAD.Pro V8i SELECTserias3 * Version 20.07.08.20 * Proprietary Program of * Bentley Systems, Inc. * Date= MAY 29, 2014 * * Time= 14:20:50 * * * USER ID: PCS * **************************************************** 1. STAAD SPACE INPUT FILE: west frame ornecca.STD 2. START JOB INFORMATION 3. ENGINEER DATE 28-MAY-14 4. JOB NAmg 1005 COMMERCIAL 5. JOB CLIENT UNDERWOOD -ASSOCIATES 6. JOB NO 14419 7. ENGINEER NAME JLI$ 8. END JOB INFORMATION 9. INPQT WIDTH 79 10. UNIT FEET RIP 11, JOINT COORDINATES 12, 1 0 0 0; 2 0 13 0; 3 9 13 0; 4 18 13 0; 5 18 0 0 13. MEMBER INCIDENCES 11. 1 1 2; 2 5 4; 3 2 3; 4 3 4 15_ DEFINE. MATERIAL START 16. ISOTROPIC STEEL 17. E 4.176E+006 18_ POISSON 0.3 19. DENSITY 0.489024 20. ALPHA 6E-005 21. DAMP 0.03 22. TYPE STEEL 23. STRENGTH FT 5184 EU 8352 AT 1.5 AT 24. END DEFINE MATERIAL 25. MEMBER PROPERTY AMERICAN 26. I 2 TABLE ST HSST12XGX0.5 27. 3 4 TABLE ST H12X35 28. CONSTANTS 29. MATERIAL STEEL ALL 30. SUPPORTS 32, 1 5 PINNED 32. 2 4 FIXED BUT EX FY MX MY MS, 33. LOAD 1 LOADTYPE DEAD TITLE LOAD CASE 1 34. SELFWEIGHT Y -1. 35. LOAD 2 LOADTYPE SEISMIC TITLE LOAD CASE 2 36. JOINT LOAD 37. 2 FX 6,45 39, LOA➢ COMB 3 COMBINATION LOAD CASE 3 39. 1 1.11 7 2,5 40. LOAD COMB 4 COMBINATION LOAD CASE 4 G:12014 Joha114#29 1005 Commercial Remorjel1C 1c;;\ataad\west. .frame omega,an1 Page 1 of 9 Thoroday, May 29, 2014, 02:21 Ply • STAAD SPACE -- PAGE NO, 2 13 41. 1 0.49 2 2.5 42. PERFORM ANALYSIS PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 5/ 4/ 4 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAJD-WIDTH= 1/ 1/ 11 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 22 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 930532.6 MB 43. PRINT ANALYSIS RESULTS 4 ,,ob3114 19 1005 Commetc{91 Rentode.,.4Ca cs1staad\ r:st frame ome -a.nnl Page 2 of 9 LP! wvrw.hitti.us Profis Anchor 2.4.7 Company: pcs Page: 2 Specifier: Project: 1005 commercial Address: Sub-Project I Pos.No,: Phone I Fax: f Date: 5/2 912 0 1 4 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity pN1 pv[°10] Status Tension ,..Concrete BreakoutStrengtfi.,. 5840.. -.._-._._.,._.. 8917 .fi6j. ..,.......mO Shear Concrete edge failure in direction x+ 4510 7742 -159 OK Loading pN Utilization piv,v[%] Status s t Combined tension and ear loads 0.655 W 0.583 513 91 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Huh product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,If applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software In each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. input data and resuits most fee chocked for agreement viitmt the r.xisilrin conditions anti for plausibility! piacE€s Aro,or(a}20 0.2009 HMI AG,rLP94O4 Schwan Hilll to a rehstared Trademark of Hilti AG,Softacn www.hilti.us Profis Anchor 2.4.7 Company: pcs Page: 1 Specifier: Project: 1005 commercial Address: Sub-Project I Pos.No.: Phone I Fax: ( Date: 5/29/2014 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY Z00+HAS B7 314 w • Effective embedment h de te h p et,acl=10.000 in.ther,limn"In.) Material: ASTM A 193 Grade B7 Evaluation Service Report; ESR-3187 Issued I Valid: 3/1/2014 13/1/2016 Proof, design method ACI 318-11 1 Chem Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: Ix x ly x t=10.000 in,x 22.000 In.x 0,500 in.;(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,fc'=2500 psi;h=12.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(D.3.3.4.3(b)) Shear load:yes(D.3.3.53(a)) Geometry[in.]&Loading[lb,in.Ib] z 'tea (3.5 -. �'— ita 7 f • • dY 6J r� rJ Input data and results must he cheated for agreement with the existing conditions and for ptausibilityl PROFIS Anchor(a).`:.O1-2t s9 HFEti AG,FL•9494 Schoon HIS is a registered Trademaih of HIM AG,Schaaq www.hiltl.us Profis Anchor 2,4.7 Company: pcs Page: 2 Specifier: Project: 1005 commercial Address: Sub-Project I Pos.No.: Phone I Fax: j Date: 5/29/2014 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[Ib] Utilization Loading Proof Load Capacity pa![iv[%] Status 'Tension Concrete Breakout Strength 5640 760•4..... 771- Shear - - -!- Loading J3v „ Utilization t.v[Vol Status ComSii"e terision anshear Dads - _..._ 3 Warnings • Please consider all details and hints/warnings given in the detailed reports Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hiiti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.if you do not use the AutoUpdate function of the Software.you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Webstte, Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Irfput data and results must be checked for agreement with the existing conditions and for plausibility! Prows Anchor j c)2t1G3-2009 Hitt!AG,PL 94Op Schoen Hiif is a Pettistensd Trademark of tiflfi AG.Schoan ot Project; rob No: , a .0.:- .L .r. ..pr . . Subject: Street [•-.1"t Name: ""1 Lk. Structural Solutions Originating Office: g_Seattle El Tacoma Date: ,,.. S-3°. 1 4"' 1. 0 E'L,-r k;"L,L. '5,‘.t:a A.W..Vo ft , -1'1,-,Arz '''Zezc ( i5, I ) L*---e-- ? ' 1‘`'.7 f) _I M ._-� 10 .5 { ?,°.) r F ep 4 S. iii .i-c; k �� ( b�,') ( S. ,C e'.\,) 't 4.•�y 0 Lk 4i a Seattle ( 811 First Avenue,Suite 620•Seattle,WA 98104•tei;206.292,5076 wwsv.pcs-strucvutral.corn Tarotria 1 1250 Pacific Avenue,Suite 701 .Tacoma,WA 95402•tel:253.383.2797 L22- ,-1LixI v vichiitLus • • Profis Anchor 2.4.7 Company: pcs Page: 1 Specifier: Project: 1005 commercial Address: Sub-Project i Pos.No.: Phone,I Fax: j Date: 5130/2014 E-Mail: Specifier's comments: 1 Input data * - Anchor type and diameter: HIT-NY 200+HAS 314 Effective embedment depth: heraa=12.500 in.(halm/=-in.) Material: 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 3/1/2014 I 3/1/2016 Proof: design method ACI 318-11 l Cheat Stand-off installation: ob=0.000 in•(no stand-oft);t=0.500 in. Anchor plate: fx x ly x t=3.000 in.x 3.000 in.x 0.500 In.;(Recommended plate thickness:not calculated) Profile: no profile Rase material: cracked concrete,2500,fc'=2500 psi;h=420.000 in.,Temp.short/tong:32132°F Installation: hammer drilled hole,installation condition;dry Reinforcement: tension:condition B,shear:condition R;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Geometry[In,J&Loading[lb,In,lb] ixf ,01t Q J two :arty"' • X in id data and ru ults must he chacand for agreement with a ,..._ ing Tp g_..,.. Itolre axi&l{ng canditlans and for plausi6!lllyt PRO IS Anchor(c)21103-2009 11111 AG,FL-0404 Snhaen HIIII is a registered Trademark or MINI AG,5ctaan V43 www.hiiti.us Profis Anchor 2.4.7 Company: pcs Page: 2 Specifier: Project: 1005 commercial Address: Sub-Project I Pus,No.; Phone I Fax: ( Date: 5/30/2014 E-Mall: 2 Proof] Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity (Is i fiv[%I Status Thnsron t anerete Sreakout Strong lh 3930 WiC) 991- Ot< Shear - - -1- Loading v Utilization v[Vol Status raTnlsried"fen§lon an sfnear"I'oa s 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilt!products and are based on the principles,formulas and security regulations in accordance with Hiltl's technical directions and operating,mounting and assembly Instructions,etc„that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put In by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. input data sod moults!nust l o ahec5ed for agreement with the existing conditions and forplausiblftyl PROFIS Motor(c)2903-2009 Itill AG.FL-0494 Schaan Hull is a registered Trademark of Hill Au,Schaan Protect: . Job No: Subject: Sheet_ Name: Structural Solutions Originating Office: ❑ Seattle ❑Tacoma Date: Seattle 1311 First Avenue,Suite 620 Seattle,WA 98104.tat:206.292.5CY78 wwwpcs-structural.corn Tacoma { 1250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tol:253.383.2797 Project: *-6> "• L-67Ai t 4,74-1 ft L.r rob No:. Act 61 Subject: . Sheet f2--EL... Name: Structural Solutions Originating Office: eattle ❑Tacoma Date: 4-2 L-0 t - ' xe s ( a = Sesttie 011 First Avenue,Suite 620•Seattle,WA 98104•te);206.292.5076 w,ww.pcs-s true turat.cern Tacoma 1250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tet 253.383.2797 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: Fr2- using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection Title Block Line 6 Frir e4;31)MAY mm4 ttf..!:u Fill s eA-Ita .r ,,Vucd Beam t 4R�,LL'NC 3-2914,Buld:6,14,1. r 14,1z# v 1.* 't 11(104327 _ U. .seP,:PC* M$ -a.r^.`T"a ;; Description; north wall header te-e>.t CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1350 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 1350 psi Ebend-xx 1600ksi Fc-Pill 925 psi Eminbend-xx 580ks1 Wood Species ; Douglas Fir- Larch Fc-Perp 625 psi Wood Grade :No.1 Fv 170 psi Ft 675 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling __ _ t3to.27)S;q_4 z} __ . .. w l 3 3 6x12 °__., Span=12,170 ft Applied Loads Service loads entered,Load Factors Mill be applied for calculations. Uniform Load: D=0,0150, S=0.0250 ksf, Tributary Width=18.0 ft PgS1oN$C1MMARY.- . _........... . ...... .. _. ._ *11 Maximum Bending Stress Ratio = 0.977` 1 Maximum Shear Stress Ratio , 0.518 : 1 Section used for this span 6x12 Section used for this span 6x12 fb:Actual = 1,319.46psi fv:Actual = 87.98 psi FB:Allowable = 1,350.00psi Fv:Allowable = 170.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 6.085ft Location of maximum on span - 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0200 in Ratio= 729 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.320 in Ratio= 455 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d 0 FN C i Cr C m C t C L M ft) F'b V iv Fe +D+H 0.00 0.00 0.00 0,00 Length=12.170 ft 1 0.367 0.194 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.00 494.80 1350.00 1,39 32.99 170.00 +1D4.+1-1 1.00 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0,00 Length=12,170 ft 1 0.367 0.194 1.00 1.00 1.00 1.00 1.00 1,00 1.00 5.00 494.80 1350.00 1,39 32.99 170.00 -1D+Lr41 1.00 1,00 1,00 1.00 1,00 1.00 0,00 0,00 0.00 0,00 Length=12.170 ft 1 0.367 0.194 1.00 1.00 1.00 1.00 1.00 1.00 1,00 5.00 494.80 1350,00 1.39 32.99 170.00 +1D+S-1-1-1 1,00 1,00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=12.170 11 1 0.977 0.518 1.00 1.00 1.00 1,00 1.00 1.00 1.00 13,33 1,319.46 1350,00 3.71 87.98 170.00 -10+0.750Lr+0.750L+H 1.00 1.00 1.00 1.00 1.00 1,00 0,00 0.00 0.00 0,00 Length=12.170 ft 1 0.367 0.194 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.00 494.80 1350.00 1.39 32.99 170.00 +D+0.750L+0.7505+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0,00 Length=12.170 ft 1 0.825 0.437 1,00 1.00 1,00 1.00 1.00 1.00 1,00 11.25 1,113.30 1350.00 3.13 74,23 170,00 Title Block Line 1 Project Title: •You Car'+hange this area Engineer: Project ID: R-' „ using the"Settings"menu item Proect Descr: and then using the"Printing& Title Block selection, Title Block Line 6 volt'd.,:f.,say 1ci44,fotmi Wood ills n.1Ucers mfa 0C M h8hiEl1CA Tiai-9 FNE�2GJ+LC,rttC,190:2014;r3iiiiii.4."+4,1, 6,Ver: 1442a I,`Ic.it : KW-06002 7 ,oteiBo;4 CS::$. ilijJ TJF ' ,..a.W Description north wall header Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FA, CI Cr Cm C t CL M tb F'b V Iv F'V +D-+0.600/41 1,00 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length=12,170 ft 1 0.367 0.194 1.00 1.00 1.00 1,00 1.00 1.00 1.00 5,00 494,80 1350.00 1.39 32.99 170.00 +-D+0,70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length=12.170 ft 1 0.367 0,194 1.00 1.00 1.00 1,00 1.00 1.00 1.00 5,00 494.80 1350.00 1.39 32.99 170.00 +D+0,750Lr+0.750L+0.450W+H 1.00 1.00 1,00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12,170 ft 1 0.367 0.194 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.00 494.80 1350.00 1,39 32,99 170.00 +D+0,750L+0.750S+0.450W+1-1 1.00 1.OD 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12,170 ft 1 0.825 0.437 1,00 1,00 1.00 1,00 1.00 1,00 1.00 11.25 1,113.30 1350,00 3.13 74.23 170.00 +4+0,750L+0.7508+0.5250E4i 1,00 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.170 ft 1 0.825 0.437 1,00 1.00 1.00 1.00 1.00 1.00 1.00 11.25 1,113.30 1350.00 3.13 74.23 170.00 +0.60D+0.60W+0,60H 1,00 1.00 1,00 1.00 1.00 1.00 0,00 0,00 0.00 0.00 Length=12,170 ft 1 0.220 0.116 1.00 1.00 1.00 1.00 1.00 1.00 1,00 3,00 296.88 1350.00 0.83 19.79 170.00 +0.600+0.70E+0,60H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12,170 ft 1 0,220 0,116 1.00 1,00 1.00 1,00 1.00 1.00 1,00 3,00 296.88 1350.00 0.83 19,79 170.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Deft Location in Span Load Combination Max."+R Deft Location in Span 0+S..,,. w.. .... ..... 0.3205 6,129 0.0000 0.000 Vertical Reactions-,Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall i1+ktinum 4,38f 4,36i Overall MINimum 1.643 1.643 D Only 1.643 1,643 S Only 2.738 2.738 D+5 4.381 4,381 / I F.4c".- 1 ,` j 1 rL SEE DETAILB-3 4, r+ EXISTING EXTERIOR STUD FRAMED WALL SYSTEM EXISTING TRUSS JOIST ROOF SYSTEM EXISTING EXTERIOR STUD FRAMED WALL SYSTEM 1 4,1T Tjw \ 1 _ - - _ _ _ - _ - I I I I \ DRYWALL BLOCK AS NEEDED I INSTALL 2-LAYERS OF 5/8"TYPE X DRYWALL (STAGGER JOINTS) IN DINING AND LOBBY AREAS ONLY 1-HOUR FIRE WALL ABOVE SUSPENDED CEILING: 5/8 DRYWALL EACH SIDE�a�SINGLE 2X6 TOP PLATE 1 FIREBLOGGKIO'O.CMMax. 1 REMOVE EXISTING SUSPENDED CEILING IN DINING & LOBBY AREAS ONLY EXISTING SUSPENDED CEILING- DO NOT REMOVE �� HORIZONTALAND VERTfCAL = 2X6 STUDS AT 16"O.C. — 2X6 STUDS AT 16"O.C.WITH `� I WITH3"DRYWALLSOTHSIDES "DRYWALL ON DINING SIDE ��VINTAGE LUMBER & TIN HUT AND 4"DRYWALL ON OPPOSI I EXCEPTIONS: SIDE a:! 3"CDX BEHIND DRYWALL IN STORAGE ROOM. 1 }"CDX 4'HIGH BELOW DRYWALL 1 BANQUET DINING N I MEWS ROOM AROUND INTERIOR OF REST ROOMS NEW DOOR I-5 '' 4 Y" w TO - MENB ROOM9. 1 1 �- DIVIDER WALL BOOTH ° ' -SEE DETAILS- - 0 I OBI C? TRT ROT 1 OM PLAT! 4 X 3"SPLIT PINS 3'O.C. , 41. 1LLNEW 2X6 PARTITION WALLS �1.17--" J 14'-6" 4'-11" 7' — . . 13'-6" 1 7' r '19'-2" 1 - - - - - -�- - - - SECTION B ,. .. T.,- ae BANK DRIVE-THRU r 67' 5' 18'-11Y" 5Y�' MINIMUM 27'-6" 3Y'Y 18'-10Y2" 2'-5" 3Y" 5'-1" w sta + I ►1 ." a ❑N a a 74m s. = Z 0 a a 74 " 2-10" a a - --- : '''' IP Si i 1 . 0 0 0 0 i - - _ I \ -3. AI 8 c IACil , oD 17� y \(, ci _.b�llL0L6� l1 ° :� m m? a x° mCmaD _ �! +£ -31(INVIAM3A31 0 ci a s 0Q0 o . ca . 1 C. O 5Y" �n m j 0. >M W f es. I E I Nate,' DI c OM N ,�/ 21 1 M --�- BANQUET ROOM q - . ,o,W N p C \ I I Z TOWELS o \ D m00 ° CD *0 / II- > ...4 T \ " L E - D r - 0 I itE \ S 1 � J 1[[�I 3�"- _ � E cn tr 7, 4, rn I O0 0 o � 00Q � m Z BAMBOO & THATCH AWNING OUTLINE z +n 10' ro fBROOMS,ETC. 4' �i n no xi D �' SHELVES { i �`: ypo 0 cr, �_ + I o PEPS "TALL c9� CONDIMENTS N cf) m 0 • STORAGE I 13'-6" ` 0 0 0 OI,OS _ a a N o m U}Oiv O r 1 1 14'-6" 1 m� 11'-9" REMOVE SUSPENDED ❑ c2 M h 1 �:ll±�Ir[►[eY�.[:i'.'l:Lt� - .3:C[*` 4r [el E:Ci Ell `v CEILING IN ALL DINING = ❑p 1 to' M 2'-6" •,CM 'Tx,s � AND LOBBY AREAS ^' A D RINSE SINK UIH _ri SINK O r 3' N ALL OPEN1N �� 00 C °; X Wm DISHWASHER TRIPLE SINK - co \ !,� • / \NPO l J O D v m N 6'• C') f LIVE EDGE DINING COUNTER 43" HIGH \ — °q W -�-, Or rn - \ 0 11' 0irt, v ° D o r7C IY \ F a r r\ \ m � v Na � 2.-6.14 - 0 00000 - z \ z z � r W rn D VEG. MEAT �: I 12 rn 1, 2'-s Cl) I'TI M N xi a2 21_6.1 / 00 O 0 C f 8'-3 pDp n? 5'-7 ry 5 7 Or c? (� \ 0 I � � 0 m 6= PREP TABLE cs- PREP TABLE x) 0 C T. rn " i k a2 2'-6" ,� . rTi v D O , ' ►, N ,� Co 'Im ► S N m °,f m * Z Los :> SS WORK TABLE °? N a t'-' 0 G) m \ . ° 1 w ,� - , - D > 12 -10Y o 1- - -1 �? BENCH L. EIN OFFICE 2'-8" m r. O rn 0 \ \ rn C} CO VINTAGE LUMBER&TIN ROOFING OUTLINE r 2'-6' O - - _ - °o 62 BREAKER PANEL cp \ OVEN & HOOD \ J Z \ w i O �' • SS WORK TABLE N n2 SS WORK TABLE -I c,,3 Z 1-HOUR FIRE WALL ' - 3I0 5' r r s' 7) gxiTIls TTyE��DH WITH610ANIC ❑ \ \ - 3I0 't BACKUP POWER HARDWARE __ __ . I —I� ...11 �_ 8 2 -8 2 -9 3 12 3 -11/5 / r r r r / 21-8" S±NJW32JIflO] I SS3Nrl3 3Z1I3 Ol JNIOHOODV 31b'OO1-8000 0/9 M3N 3Y' 3Y2" 1,/ 5Y'I 39'-11 Y" 26'-1 Y" 66'-1" OUTSIDE DINING i i .0. SOO GOO GOO �. ❑ ■ ❑ ❑ ❑ a ❑ ❑ • ❑ ❑ o ■ ❑ ❑ ■ ❑ ❑ PEDESTRIAN ALLEY WAY '' `�� SEE DETAIL A-3 EXISTING EXTERIOR STUD FRAMED WALL SYSTEM EXISTING TRUSS JOIST ROOF SYSTEM )EXISTING EXTERIOR STUD FRAMED WALL SYSTEM „: ' +� � Claw I �'.. V I..I W u Ira u u W rI I'I - - i "- \ '''' Ll-kt4:4: ���I �i C0 ' '41* I ;4 i..., /:. g - _ 1 .. -. .. I DRYWALL BLOCK AS NEEDED ^ — _OUTSIDE m -- - I L a Yb Y!b .� m t� _ 1 1 I - EXISTING INTERIOR WALL TO HERE SINGLE2XSTOP PLATE J N 12 INSTALL 2-;8"TYPE X DRYWALL HERE IN DINING AREAS ONLY— ' _\ • Y{ C 1 35 REMOVE EXISTING SUSPENDED CEILING IN DINING & LOBBY AREAS ONLY ~ti. N. a ' YI '; fr, EXISTING SUSPENDED CEILING - DO NOT REMOVE 1-HOUR FIRE WALL ABOVE SUSPENDIEDOEILING:fi18DRYWALLEACHSIDE � - �- ` � 'CZ_it 1 � ® 4X8 BLOCKING BETWEEN STUDS AT BAMBOO TRUSS LOCATIONS 02 J y 2X6 STUDS ATI6"O-C. 1 ALSO ADD BLOCKS EEXISTIINGWALL ��`+.�.�.� BAMBOO &THATCH AWNING 9 WITH�"CDX 4X6 OF PASS-THRU&DOOR HEADERS �,�� 1 kr. SHEATHING 8 FRP ALSO ADD 4X6 BLOC BETWEEN STUDS OF EXISTING WAi L AT BAMBOO TRUSS LOCATIONS \ *��Y BOTH SIDES VINTAGE LUMBER & TIN HUT to 2%6 STUDSA 18"O,C.WITH 516"DRYWALL ON DINING SIDE I ri . ( 7!iii OFFICE r I 1 AND 1I2"CC ON KITCHEN SIDE FLOOPTO SUSPENDED CEILING 1 '- [V `F FREEZER NEWT boon KITCHEN I- ism ro OPENING PASS-THFAJ I' x IK BATHROOM 4 I LOBBY — W 16' � HALL FRP FLOOR —_\ y r. 1 FRP FLOOR TO CEILINGON KITCHEN SIDE OF1TO GEILING �' OO 1 - WALK-IN COOLER '� LALL WALLS 'ON KITOHEN SIDE GG 2X4 STUDS AT 16"O.C. OF ALL WALLS WITH CDX SHEATHING KITCHEN 0 SIN I I i J,i i I p 7 iI r �" SALES i ! �k�l I i. I ! l SIDE 8 DRYWALL ON OFFICE SIDE ��I .�( ��� 1 C]'1 N COUNTER 1 >� I € I - _ , ! % TRT BOTTOM PLATE TRT BOTTOM PLATE ! ; I` j'� X 3"SPLIT PINS 3'O.C. a X 3"SPLIT PINS � J� I L P 3'O.C. - ll .: . I !.l I I Q _ jll 4 i + 4 1`• r 8 3Y2 �, 6 7Y4 40,_5,, NEW 2X6 PARTITION WALL 4' r r s 12'-10Y" _.) > L. - \ SECTION A NW 7 :,,i \t .2 tls•-; FLOOR PLAN r cocoNuf _ ANAcor_ms 0 0 S o rn 3 , 192SQ. FEET D � pn - D � n ( 6p 41_ m r 77 nz OCCUPANCY: 80 i3�LIC� 3U�<� - �= 5IGN:F C .GO) �9�-272 � burkeruce @Liahoo,com 7 0z \-7 0° � RAWN B . (..... _______-_---- f3r4UC . 110 00R sl T'a IN_. .[j r ' 30,_,piLN, -- .... - CL�A.1"t 1x.4...4 ` . t.... ij PARTITION . • . - VAX. ` ; ! SCALE• '; N.115. I kP .z ,.. _ .m..., • LOCATION: - 30`x 2."MIN., LEAf zi filror.q.-p• _I I • II I I --t�1 I I 1!Y _ill. 100-7 & 1009 ;�EA�e s �C 1Y3",.rrt *� ► GDMMpGIAL 5T, • tL4 W e . � �':ua'�EJ�', E r �� = i I t ti SID FRONT ANACWOAT�S, ig M .__. r � - PLOOK DRAW _ ► WA s 2"ir• filW i TOI.�> T• APER ` 0„ 0 9 allyPENSER lk CLEAR SPACE , 0 ACCESSIBLE A� ► , , - � ISI 0 ... I "9�'� l hie C:a» A ANC, 1 © O ;� I IF MOB{ r: LIPPE WITH W 2x� 2x1. ► tzx� uj z aThrl LATCH Alp A CLI}S F. S.A. I?) .00I �. S.A. 0 ► S.A. Q - CG S# Lr l L QE�+;G ,PR4 III}L A MINIMUM -I ► - ., 4 5 Ar, Af�D Y1R[N+�, 12,.5 EI KE-EDQE:CLEARANCE 0 J -1 ► 3$"MIN. I J '�" ON"PUSH"$1 DF DOOR. — g 1 r Ci ► "' ' '. .. . . I~�a ERICLEARANCES WIT N • 11 i .: �, pis � � � � CC r i 1D TIP LE-AC CCt1k1OGATIiV TOILET RC3CJ6iS 16" 26GA. SUPPLY R-8 INSULATED-1300 CFM_1 f1 '- „tips. ! a • ; d TYPICAL MULTIPLE-ACCOMMODATION TOILE' ROOM Q �Q C110 QE 36 min �, o 9/5 12 € IRRO .._. . - - �w-ram. N 2X1. '2X1, ��uu-���aw��► X12 co s .. _ - _ - 13 S.A. ..5 I, " s t2.Pix : <" r " -- "_ :+ 16" 26GA. R.A. R-8 INSULATED n 305 6/0" 30. " — �- 4 errlt> -}- '-11 ,,-__� "� r " t I ,�{ ,MIN. HEA 5 - � R.A. I UNIT :. ..___.. i _ _ �. ;� ;' I Ire-se WATT a "� a � �DRAM LINES Section II to to t. 1114 0 0 KV..114\ T-- i I 1.;"nn N.-- �;I t C.) i L 6LE FRONT 16 . R.A. 8 INSULATEDU__....100, to ''' ACCESSIBLE LAVATORY ,.26GA R- 24 X 24 24 X 24 f R.A. R.A. SER ICE COUNTER Ill s WALL GRAB BAR O#W Tlr> �T < l_c IIOS := SS I itA`Ll, RAI�I CIF iA"TEA CLOSET ...„..... I. 0, 0 I • 0 0 u_ W x BEVERAGE m N ..-._ _ � €a o COOLER SS WORK TABLE < 1 \ \\... 11 ', CI CC 610 .0 24 . In 0 —, . >— *� .t°r` I 2 QCOI 600 _...---'.. Ei.IR [ i 30,E 42;0 CO 0 . /Th tt, Tr Section 9.3 E I Z z _ _W_ .% -�: n 2X1:� co— 0 a 0 Z GLASSWARE Z J • : BEER FRIDGE r m - PAPS a 0 LIP CI 0 p , TA e J ,� cn CJw 0 — I cc < ... (, 1 ro ruddnQ Dispenser t Grab Bar b) �r Dispenser Grab Bar Q Z 0,. 0 rr I c�co CV a1.1.1: I O w smisio.36 max . 1 03 C z 915 j Partition 00 ' • (230 Yn24 min 610 i j� a a W O o } mod I 11 zx�.� d \\ , seat height a I A. 1 ° C=1 C o U LI\ .A30 -485 [inanni:mi te, 230DCD0 _ 111 Ca.) .-, r• - . [ CV U rr((�� -—_._4 1070 - _ ,.-.,i ElevationAdult L 1 1 PREP TABLE o (c)Recessed Dispenser - 6" 26GA. SUPPLY R-8 INSULATED 111 WATER CLOSET SEAT HHT P. - I ' aL 1nSNIowno .! ci) i' ��7ZM1.. DISPENSER OUTLE' L A`T, N = 2'-6" SS WORK TABLE FREEZER PAPe r--- F.) , lY�\,2X1 2--- Ii Z . LLLL_LLLL_LLLLLLLLLLLL 1 ,. :2- Y pSag LLLLLLLLLLLLLLLLLL LLLL00,.��� ���� I O z �z LLLLLLLLLLLLLLLL I LLL '� � SITTING AREA O i c WOMEN I ; - w 3Y" ._ s ,� LLLLLLLLLLLLLLLL LLL , 942SQUAREFEET/15=63 U. ¢ W I J 4 2-6 2 4 2%4 2'-6 LLLLL LLL I T w W i� a MINIM d 1° LLLLL LLL W Q W wre a #w� � , I �� \''''.„ ...) • -L'_L LLL zVII I z W I-- r 4.3 W II �► ��;�I��►��I1 _:__L_ LLL , �\� �. �,,� w c� ,,�i�ir,, ��1 ���, � ,, _ MEN I(� I I ►�1 �i-�L LLL STORAGE AREA � ��_ I f, 1 ip WI ii LLL LLL r ' ASTORAGEAR A 85 SQUARE EET130D .3 " IX a' `�� - -j Z W-.. -.v.. -' wik LLL LLL � r , Ir ¢ C7 Z � LLL LLL pFr r \ A I �Toz En Co ; WZ I " ` LL LLL LL LLL I _ �` , BUSINESS AREA W Z CC '�'�� . i�ts,te�` A LL' s_LL L� 1203 SQUARE FEET 11D0=12.03 if - ,„ . ��.� 3 V ,_ - -�.� �.� L LL LLL. «.,.�i_�i_� 7 3' , �� •��� U.. Z _ � �* �` A LLI LLLLLLL.��`� A �I LLLLLL ,,. ca i;, ca . O r�,�.�s\�Ti,T��"�T•���� LLi_LLLLLLLL4 � � r ' ,LLLLLL, 0.4 ELI MIXER a a �• �� �1�1� •♦ . LaLLLLLLLL ` ■ i t.JOPSNI .N DISHWASHERO (1�LL LLLLLLL L 1J �.-, o .., ...x �� III L•�� KITCHEN AREA - a_ C �T - I« 11 VV a co -� .4hLLLLLLLL• LLL I< 0/.. <" ' 962 SQUARE FEET J200=5 �I i` V/ �� �� LLLLLLLL• LLLLLLLLLLLLL ////://,/ wMEAT, RINSE AND TRIPLE SINK C��- c�� ��=� �T��_aLLLLLLLLL, � / � GO THROUGH GREASE INTERCEPTER Z CO � W ---a L L L LL L LLLLLL I • ,!al� .�+.T �f .� LLLLLLLLLLLLLLLLLLL, OCCUPANCY TOTAL: 80,33 ►"'�►; ��� ��`�� ��� �� L LLLLLLLLLLLL ism_li I L`• . , V IrTq .� +.►.� ♦��'j�►� ♦ r` LLLLLLLL , z DLO O GO THROUGH GREASEP CINTERCEPTER D.W.' J �i�• +. ����` ����1�1►�► ������������ ���� '''��a L L L � L L_L L L �� 2 O NOTW J a �t= —_=� ♦ ♦+�♦ ��� I. LLL LL—L LLL:. OCCUPANCY CALCULATIONS t �T � � ,��� .��`m..`. * +♦♦�;•♦ # ♦. - LLL LL—L.-- --- ;LLI . TOTAL SQUARE FEET: 3,192 U ih .i � ��� �+4.4� ,R. .� ,* ��� A. �„i* L L L L_LLLLL L L PLUMBING DRAIN PLANPO AO, I O OP IP ♦4►i W , i �/':� iy, ►1 F , LLL _LLLLLL. LIr\II - . 1 Nr S 1 �� �•�1F--r ♦ �� --a �-.4 LLL -- ���, -� ,,,.�, �� ►CA I��15 ��, ♦�i 1 `- LLL "7-7". �� �� ♦♦ T.- ♦ r� ♦ _.�► s�� � CEILING HEAT DUCTING 2SiiiiiIHEET � it t'�"� �_' � ,., ► I�� 1 LLL LA01 LL e2 _L 1; ��'♦��i►���.I�� �: ♦�, r, ,a/ ♦ !L L L L L L LLL _L l ., � � ► ♦fit .� �l �� �_ � Ii ' I,�►� �.y'il �►��►'I►'�=:,� � ���i,. I ~� t~ LLLLL LLL ' _L OF �! ./6.4 ��,�����► ��.���.������ <� 4114. � ���� ' LLLLL LLLLL LL IL ► ' I 0, � I I►�� 1' �, ♦��f11i �'4 - -LLL L LLLLLL__L- [4 . , I ma►,�i :,1A...ZI►I MIL'MI.a.,f i��i_...�.��► .��r w_ f ram... , - _ - m r (45RAwN B MUC EXISTING EXTERIOR STUD FRAMED WALL SYSTEM EXISTING TRUSS JOIST ROOF SYSTEM ILRK= DATE: SCALE: A5 NOTE b LOCATION: 1007 & 1009 COMMepCIAL 5t \.....A.._\NACOMS rszt L1 i' rszr rz.i rs cm -• rsa rs� rs - i r rszr tsa DRYWALL BLOCK AS NEEDED DRYWALL BLOCK AS NEEDED SINGLE 2X6 TOP PLATE MAINTAIN 2' OF CLEARANCE 1-HOUR FIRE WALL ABOVE SUSPENDED CEILING: 5/8 DRYWALL EACH SIDE �-,.__ SINGLE 2X6 TOP PLATE BETWEEN COMBUSTIBLE MATERIALS - FIRE BLOCK AT N AND CEILING SURFACE EXISTING SUSPENDED CEILING - DO NOT REMOVE _L SUSPENDED CEILING LINE 1-HOUR FIRE WALL ABOVE SUSPENDED CEILING: 518 DRYWALL EACH SIDE -� 12 �s �1 I "- 4 FIRE TREATED 2X6 STUDSATI6" O.C. - - 2X6 STUDS AT 16"O.C. WITH 4X8 BLOCKING BETWEEN STUDS AT BAMBOO TRUSS LOCATIONS -�•�i BAMBOO AND THATCH WITH �" DRYWALL BOTH SIDES --�-� $" DRYWALL BOTH SIDES ALSO ADD BLOCKS TO EXISTING WALL r ��� AWNING 2 4X6 DF PASS-THRU & DOOR HEADERS _1 •� ALSO ADD 4X6 BLOCKS BETWEEN STUDS OF EXISTING WALL AT BAMBOO TRUSS LOCATIONS • �� E EXCEPTIONS: ! I I I I I I I J ,- 1" CDX BEHIND DRYWALL IN IU 2 2X6 STUDS AT 16" O.C. WITH 5/8" DRYWALL ON DINING SIDE �rrr STORAGE ROOM. 2" CDX 4' HIGH BELOW DRYWALL KITCHEN O AND 1/2" CDX ON KITCHEN SIDE FLOOR TO SUSPENDED CEILING � c) s AROUND INTERIOR OF REST ROOMS. NEW DOOR OPENING PASS-THRU MEN ' S TO MENS / V 16" u ROOM FRP FLOOR C) Q TO CEILING Qp WALK-IN COOLER ON KITCHEN SIDE j� U i OF ALL WALLS F.- O SINK 1 SAL Cr ES J < COUNTER n TRT BOTTOM PLATE TRT BOTTOM PLATE a X 3" SPLIT PINS --\ < \ 4 X 3" SPLIT PINS 3' O.C. 3' O.C. OVERCONCRETE FLOOR SEALED CONCRETE FLOOR - - l VINYL FLOORING 1 \ NEW 2X6 PARTITION WALLS NEW 2X6 PARTITION WALL- N DETAIL B- 3 DETAIL A-3 >- Z6 6 SCALE. — 1 ' O" 1 ,. SCALE . 2 - 1 -4 0, i - 11] z Z U il \ ?Z U E ,, ,,, u , I = 1 k , I ...) 1- J 4 III I 1 I It 1 3SiiIHEET.°) 1 4 — — iiimmsmnertmmTi f` 1 d I. r * •ry �yw • G4 ... - �# .. el qefr4,07 : fir a. ii 4 .44 �£����. � { : 1 Underwood & 1 t.�. • - .. i ' .4 .% Associates, I lc : ... t H. It tIV 1 0 0 5 ic . I Av e n u e ..• • .• ......... . . � , ••�''' .: 0 � a' ! .w / 1005 4th Street '� ma ° " "" giiii anacortes, washington 98221 4 •• ' . :.. ..Aili . -- • . :;.4;1;;,:?it.::il::...:• -.- -fro. Apiptioiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ij5 360.588.0471 0( ,„. • . A.,..-.:.. - `' .. , ' 9 1 -...._ .. -{ • r • { •` mike Underwood, AIA y • _• # mike@underwoodarchitecture,com G :. i2:1 ram' r . . Ivry : • ., .p' . :ii 42 oft- +u • 0 0 0, • �a"ems -an • . - ." - .: , .•.. i:i:i.....74r.eli§111111p .t.' - ,,,..4 ..4 Or Id. ''' .$74: . A [nE, ,corEfteo W A . -Ir.-. 4 • "---" ..-,, .:-„,.:::,aii:;m::... :01iii ,., .,4,...,.. . ,, t. , • . • .. .. , . .. . •:•:,!;„:.::::11111,,,,,F:•.::„...:::::2!!!!!!! ---.. it** 4 ' .-. �a,,,.M1 :. # . !: #fib' * a •"Ir I _ _. { , w -_ Vicinity Map --- -- -• • ____ ._ ... 4 - . * M i, .•...— :. • • 1.- .. • • . . --- •:,;, * 3 a I '• 1 .:.:.;111i... ':1:1:11-::if,i,E,,,rie c« ' wowao-....,.... ac. `S000W�3 »taL;. ... ...�,c..�' This Is A Standard List Of Abbreviations Used By This Office, Items Listed l l , rw- .•-_,-..„.-....-_ —•• -• - .. —, - — — - .. May Or May Not Be Used On This Set Of Drawings. l.: # m " `� •. • A.b, Anchor Bolts Ga. Gauge R. Riser Hilii!!!!!.i!:?!"4 iiiiiiii *v AAc, Acoustical C7 Galy, Galvanized R Rad., R Radius . ! , . ,. , ..,„„„,„„„„ �x+x $ a ��1„ i'+ .-...:: ;:<" .:: .,. ! , 0, ... Add, Addition Glu lam Glue Laminated R.d. Roof Drain • • I :::.11::,lit Adj. Adjustable I Adjacent GLB Glue Lam Beam Ref, Reference " •. : : + ' ' .. ...:77: A,f.f. Above Finished Floor Gr. Grade Regd. Required �.• . • Alt. Alternate GWB Gypsum Wallboard Rm. Room ,. - - . • RO Rough Opening • .:... . .,... . - I. i I • Bld. Building HB Hose Bib '-.7-- -''- B Blk . _ . -. . .. , . Block � HC Hollow Core . ����� SC Solid Core B.O. By Owner Horiz. Horizontal .. i f-'r'''- Btm, Bottom Hr. Hour S Sect, Section :;:yam ;� •0 B.U.C. Built Up Column Hdr. Header SF Square Feet BWP Braced Wall Panel Shtg. Sheathing Insul. insulation Sim. Similar Cab. Cabinet I Int. Interior Spec. Specification 987$ Registered Cdr. Cedar Sq. Square ARCHITECT Std, StandardTECT C,', Control Joint Jt. Joint SS Stainless Steel - Clkg. Caulking J Jst. Joist it7� o il wH (Qiiri6 ;icy t � AI, TIPRf #► J C.L. Centerline Stl. Steel I - - Michael G. Underwood CMU Concrete Masonry Unit - K Kit. Kitchen Stor. Storage ... 4% State of Washington Col. Column SS Storm Sewer . APPROVED ��� Conc. Concrete L Lay, Lavatory Susp. Suspended _• µ •t r* i.11 I. _ Constr. Construction Ivl Microlam timber Permit Cont. Continuous Isl Timberstrand timber T. Tread ,r Y ,.� ' T TOF Top of Footing '4 GS-- TOC Top Of Curb D. Dryer Mat. Material T&G Tongue & Groove .r i-invED BY'' -".'` D Dbl, Double II Max. Maximum T& Thick Project Inform ion Project Directory Building Information t' Project name: Df Douglas Fir M.b. Machine Bolt -,4. tB-JE ' t0 REID ilblePeCTION. Dn. Down Mech, Mechanical TOS Top Of Slab Zoning: ' Commercial D'strict(C) Owner: Team Linde LLLP Site Address: 1005 Commercial Avenue „kick V it L.411(I l OF 01>F IS N T I LU 5D,( 1 005 DS Downspout TOW Top Of Wall A Memb. Membrane Tv Television PO Box 542 Anacortes, WA 98221 Commercial D . Detail Min. Minimum Building setbacks: None Friday Harbor, WA 98250 DW Dishwasher Washer Mir, Mirror Typ. Typical Parcel #: 54957 Mtl, Metal U UNO Unless NotedMaximum land coverage 50% Architect: Underwood &Associates, LLC OtherwiseEa. Each1005 4th Street Legal Description: (0.1391 ac)ANACORTES FRAC E EL Elevation (n) New Maximum building heigh: 40'-0" Anacortes, WA 98221 LT 7 &S 50FT LTS 8 TO10 BLK 18 Elec, Electrical NIC Not In Contract Var. Vanes gProject: 1410 Elev, Elevator V VCT Vinyl Composition Tile Mike Underwood, AIA Architectural Sheet List NTS Not To Scale EQ Equal Vert. Vertical Water source: City of Anacortes 360-588-0471 Issue Date: 6/10I14 Equip. Equipment ^ OC On Center Vest. Vestibule Areas: Sheet _ Sewage disposal: Cityof Anacortes Structural: PCS Structural Solutions, INC (e) Existing OFCI Owner Furnish/ Number Sheet Name Revisions Exist. Existing Contractor Installed {m W. Washer 1250 Pacific Avenue Gross Site Area:20,800 sf — — Ext. Exterior 0 n . Opening YY VW With Waste Collection: Cityof Anacortes Tacoma, Wa 98402 No. Date Description P 9 WC Water Closet Jack Pinkard Reconfigured Spaces Areas: A0.0 Title Sheet — FD Floor Drain OSB Oriented Strand Board WD Wood Deffered Submttals 253-383-2797 Suite B1: 1600 sf A1.1 Site Plan W10 Without Fin, Finish Suite B2: 1495 sf P-lam Plastic Laminate WP Water Proof A3.1 Floor Plan F.f. Finished Floor P Ply Plywood WWF Welded Wire Fabric 1. Building signage willbe by separate permit Suite B3: 1280 sf I 51.1 Structural General Notes FS Finished Slab PR Pair 2. HVAC FLR Floor S1.2 Structural General Notes Fnd, Foundation PSL Parallam timber S2.1 Structural Details 'E F,o.c, Face Of Concrete PT Pressure Treated Project Descrirtion SP1 General Notes F,o.s, Face Of Studs The project consists of dividing a single space into two retail areas. As a part of the scope of work, two -- .. -- Ft, Foot Or Feet new storefront entry sysems will be installed. One of the units will encompass the existing covered entry, Grand total: 7 -� Fur. Furring which will be filled in on:he west side with the entry going on the north side. See plan for additional F,e, Fire Extinguisher information, c „, Title Sheet cg \L\- 11 \- \ 5 12, Abbreviations Project Info 1/4" = 1'-0" 1 1/4" = 1'-0" v ti IFfPFP11 3 JUN 12 0'14 AO ■ 0 , Lj I 6/11/201411:50:17 AM ace - is iI t.:';', .7". . 1 ) ..-.cj 4 !4‘41ful6e/i4Afej/ Underwood & Associates, lic 1005 4th Street anacortes, washington 98221 360.588.0471 mike underwood, AIA mike@underwoodarchitecture.com loth Street / \ i__ — existing walkway -- > property line 2?_5 ) .,1FE. 'RIP AilliiZ •- , -,l/,,-%T 31, -'A ti KiUSK (f2EC ) E a /A 1, - N11/existing Radio Shack 5 — - 9878 .�CO i t Registered t ARCHITECT o A - u �- existing parking lot -� 1- - _ . - - - V r I I 4� M G. wod / ___ D Stateichael of Washington Undero L 1 ,. . i LIES ----N c < existing walkway > Project name: 1 ) N*g 1 I ) 1 0�. - �> r , = Commercial 1 / 1-- exterior area to be 1 —, iii\ t I I captured for interior space i { 1 I / I it., Project: 1410 i f I Issue Date: 6/10/14 __ I —/ ) V_ new storefront entry system .-f \ and window assembly -- -ii. 1 Revisions No. Date Description existing building r � ' I I I Imo- new storefront entry system I i I 1 I 22 il j - ' _ property line Site Plan v L N fi_ 0414 iite Plan 1_, ____ r .v41,, , i,„,,, 1) = loi_o" Al • 1 N 3 V 6/11/2014 11:50:17 AM 2'-4" jr 15'-8" , 5/8"g.w.b. sound batt insulation 2 1 8 continuous wall sheathing per is Emergency Exit: Illuminated s2.1 s2.1 A3.1 building wrap structural specifications i "i- _; .-.. .. •.. . A. exit sign Wl battery back up siding to match adjacent surfaces 2x6 wall studs at 16°o.c. ��♦� �'litt ' '' existing column - i ' low-threshold entry 1 , - ' : ti existing H.M. door to remain � � � =, op (*.ww.........11,1, k \ \ \ \ \ \Fir \ \ \..5.;.. ,1 i_.-..w. .._. -.__ �� r channel shaped 20 a steel !Fir 1IN new storefront ent ' � tl� „p g r 'r=.w - r ♦ studs at 16 o.c. ' 1 • assembly j existing exterior wall I ': .' . match existing offset , . \\\ Emergency Exit: Illuminated exit sign I 5/8"type'X' g.w.b. attached w/ 1"type'S'screws at existing 6x6 column wl BC66 col. base I R-2f batt insulation ',. wl battery back up- provide at this 8 o.c. along edges and 12"o.c. in the field-stagger \�\\\\\ //i'r location if not present 5/8"g.w.b. panels on opposite sides of assembly Underwood & below& $ :1144%,, " slab on grade w '/ t\_ NOTE: existing hall at rear wall detailV! Associates above A3.1 6x61W1.4xW1.4 WWF a � remove existing (2) (e) sub-panels ext. at new ext const at 6 wall A soc ates I c window \mid death /2 exterior wall exit to be demolished I I i Q Q7) 1 i 1" - 1'-0" 1" = 1'-0" see GA File No. WP1200 for 1-hr fire construction 1005 4th Street i F 8' 4" 8'•0" 1' 0''/ 12'•2" / anacortes,washington 98221 o 360.588.0471 co \ / pAZ I L — _J 13 13 r steel •'�\ // �,�� S2.1 s2.1 replace existing doors with mike underwood, frame •. �o� ArA 0 �� = new storefront assembly to / ��° Suite B 1 I I HDU4 match other locationsHDU4 m / 5 i � optional new storefront assembly mike@underwoodarchitecture.eom / o��� N new tenant to provide permit drawings I k \ \ \ \ \ \ \ \ \ \ _ - _ - _ - - _ li——- _---— -_—— 1.....,_ ,, /,/ �a<'• z showing proposed use, layout, and I - r j_.__. .. \ /i •��� construction notes specific to tenant 8'-4" (2) 2x6 (2) 2x6 / r-2112" S a add shearwall sht'g per detail 11/S2.1&12/S2.1 \ 6x12 header add shearwall shtg per detail 111S2.1&12152,1 S2.1 I f x ♦r �" i 3 < — 1-HR construction wall provide Simpson A34 at 96" o.c. from top plate to roof truss N -,.. . NOTE: provide stucco finish 1 below new windows a partition wall to terminate at bottom of aim. A3.1 trusses at existing type'X'g.w.b, - modify A3.1 iI suspended ceiling as necessary co m i I I . _ _ - - remove door opening and repair wall to match - 0 [_ ,.�/ \ , ,o, '1 adjacent surfaces(1-hr construction) new 1-hr demising wall wl channel shaped 20ga. steel \, Mo7 , 1 EN c studs at 16"o.c., sound batt insulation, 518"type hard lid ceiling at 8'-0" a.f.f. 2x6 joist / i- Suite B3 NOTE: remove tile and provide stucco finishYP rafters at 16"o.c. w/5/8" w.b. at ceiling - I` - g.w.b. attached w/ 1 type 5 screws at 8 o.c. along and 112 g' 1 6 gal electric water heater on ceiling platform ! ,X below existing windows to match adjacent " plywood sheathing at lid 4 ' , str om 1 e Sri i -Safetystrapto wall and runpressure relief new tenant to provide permit drawings x , t edges and 12 o.c. in the field-stagger panels on !04 i1 surfaces opposite sides of assembly I lay L _ ;�. pipe to building exterior within 6 of the ground. showing proposed use, layout, and ' I i construction notes specific to tenant plumbing wall i �-.:, j iiiiiiii i • it wic.l n \ i waste line in wail supply - - flush handle to be positioned on the i EN (2)2x6 appropriate vent stacks • lav is accessible side of water closet-typ. r _ I Res room 2 1 ' T trenching from main line to restroom and i 1 = new interior wall i 1 - - restroom plumbing/fixtures/installation as N e terra s, door, y - 2 f I necessary-field verify locations- < install new storefront and structural • 03 Suite B2 fixtures, paint, typ, - Mo7 , provide a 2 lamp1x4 surface I system per engineering in existing wall N 3 A3.1 6 / / mounted light fixture(2xF032T8) a I new tenant to provide permit drawings 5 /' locate sewer tie-in and saw cut showing proposed use, layout, and \ _ _ _ _ _ _ ti in each stall wl motion sensor/ existing slab as necessary for new / timed switch �, construction notes specific to tenant NOTE: existing office to be plumbing connection cu 1 Emergency Exit: illuminated / c exit sign w/battery back up demolished in this location // [V II \ m � � II CD cu. ........,,.. I€ low-threshold entry / ~1 — I lj I I 7 2112" \ Exiting Existing '4;::-�::. = �, FI I<- 6x12 header NOTE: existing store signage to be ' % € T removed repair surfaces to match i - \.. Restroom I 1 RP�troom `.1.,� P extend power and relocate (e)electrical panel to T ---,w € -- I adjacent surfaces all electrical wiringto i_. ......._.__.__ .. (2) 2x6 1 existing exterior walls this unit- rewire homeruns as necessary I i� 987$ Registered remain for future signage ARCHITECT I E. �/ E I - v ` I ` - I .. _ J F _ ____.. --... __........_,....,. _ ...,_......_ _ __ _.. __. ___ _ -__ - •-.� •-- -••- Michael G.Underwood State of Washington A3 - First Floor PlanSe 4 114" = 1'-0" Permit t Project name: Floor Plan Legend 1005 A06 - - -RAI al _A26 A29 =-s Key Value Keynote Text 1 -- -- T - Commercial A25 A28 r A25 �I �A231 --- ~- -- a- A06 A06 mirror - � `JH� : y -��' - _ A261 A08 toilet paper dispenser _ v _ _ �- Aos Li A23 Wall-Mount lavatory y -- -- - - _�.�~ Project: 1410 A24 Roppe 4 coved j --- - N - A23 -� \U' —� _.- - existing structure . ry` —1 --)4:— ,� A24 Toilet g • issue Date: 6/10/14 Integral vinyl base A25 Paper Towel Dispenser h" j " `- }} } A26 Surface-Mounted All-purpose soap dispenser #f # I ¥: ` ..ram-- _ new storefront entry assembly -�-�-�-� � # � � �� Revisions - toilet - north2 toilet - west \� n \�� _:_ t: _ _ __ A27 Vertical Grab Bar : 1 —ter t.'2: `# .am .�a} 1': -} I NaDate A28 Horizontal Grab Bar • - _— -" — - ,-- ,-�••- a 1 0. ii Des rpt C C7n A29 Recessed Toilet Seat Cover Dispenser i I match adjacent finishes - --.- __ _ .1 ,°# n ; i� : • MQ7 Exhaust Fan - vent to outside See 145 & 1461sp1 1 \ , -- -_ ,� ,� PM .H. . „:hard-lid ceiling at 8'-3 a.f -2x6 joist = w.••• :, . J.,. :1:::!:,. ...:•:•••••1:„.::::!:: ' • 1 . , 1 i ' ADA lever handle w/falcon ADA rafters at 16"o.c. a.' S;8 g.w.b. at ceiling g f ii: F 'vacant and occupied' indicator lock and 112" plywood sheathing at lid 5,8 type x g.w.b. "� _ , ; :.. ii ' L.-. , it I ii.. .: - _liI off. _- # _ i I� i v - ...ice. I � .f.::: 4'-0"tall p-lam wainscot wl � ,•trim, wl chrome me#al ca I I I I r' 1 :y. Y..:,-I.i: .:'•:.:.•.. :-..1 1 ll L111.1 __p ; x a� r Aug t:�A27 ,,:;:f. ! .. u - - Floor Plan \ l A08 street view .,,, 1 toilet - south6-N toilet - east 3 1/4" = 1'-0" � 1/4" = 1'-0" . A3 , 1 u' 6/11/2014 11:50:22 AM GENERAL NOTES ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBEDBACKFILL". EARTH OR "STRUCTURAL BACKFILL . NATIVE EARTH HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BEARING SHALL BE SURFACE COMPACTED. AREAS OVER—EXCAVATED SHALL BE BACKFILLED WITH LEAN BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, CONCRETE (F'c=2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" THESE GENERAL NOTES AND THE SHALL BE FILLED WITH APPROVED WELL—GRADED BANKRUN MATERIAL. MAXIMUM SIZE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY OF ROCK 4". MATERIAL PROPERTIES IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE WIDE FLANGE SECTIONS: ASTM A992 (Fy VERIFY AND COORDINATE DIMENSIONS AMONG ALL PRIOR TO WITH ANY EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER = 50 KSI) SHALLK OR FABRICATION.FYANC DIN STRUCTURE HAS BEEN DESIGNED DRAWINGSTO RESISTRI CODEO PROCEEDINGN VERTICAL CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRI I TEN OTHER SHAPES AND PLATES: ASTM A36 F AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL WHERE INDICATED { Y = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; STEEL, PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER—SOFTENED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE — ASTM FOOTINGS. ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF A500 GRADE B (Fy = 46 KSI) EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE CONCRETE MACHINE BOLTS N.B.): ASTM A307, GRADE A STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-02 "DESIGN LOADS ON Underwoo d & STRUCTURES DURING CONSTRUCTION." ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS NOTED OTHERWISE, ASTM F1554, CONCRETE SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND SHALL WHERE INDICATED. GRADE 105 Associates, ��C BE READY MIXED PER ASTM C-94. NO ALUMINUM CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH (CONDUIT, MISCELLANEOUS ITEMS, ETC.) SHALL BE EMBEDDED IN ANY CONCRETE. EPDXY GROUTED ANCHORS: "ALL—THREAD" — ASTM A36 (FY = 36 KSI) UNLESSanac 1 4th Street DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S NOTEDrte CONSTRUCTION PROCEDURES. OTHERWISE. a s,Washington 98221 MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE WELDING 360.588.0471 STANDARDS REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED mike Underwood PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION STRUCTURAL ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL TURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A mikeCqunderwoodarchitecture.com JURISDICTION. STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE CONTRACT DRAWINGS / DIMENSIONS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. R ORMING. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER S L. ' 4� DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND � of DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE—APPROVED EQUAL. TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. ;CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND ,o : • 19489 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY WATER: SHALL BE CLEAN AND POTABLE. SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. '`�� ' STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL s1aNAi. LAYOUT OF STRUCTURAL PORTION TOTAL CEMENTI11OUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE ON OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED V—NOTCH RATINGS AS FOLLOWS: 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. MIXES SHALL CONTAIN NOT RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V—NOTCH (CVN) RATING SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION FILLET CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 70 KSI AGGREGATE PARTIAL PENETRATION 70 KSI DESIGN f'c (PSI) MAX. GRADING COMPLETE PENETRATION 70 KSI CRITERIA ITEM (AT 28 DAYS U.N.O.) / ASTM DESIGN20 FT—LBS —20 DEC F VERTICAL LOADS RA IO AASHTO WELDED CONNECTIONS INSPECTION: SLAB ON GRADE 2500 0.45 57 OR 67 AREA DESIGN DEAD LIVE LOAD PARTITION CONCENTRATED FOUNDATIONS — LINO - 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED LOAD LOAD LOADS 2500 0.50 57 OR 67 NECESSARY BY THE WELDING INSPECTOR. STEM WALLS 2500 0.45 57 OR 67 ROOF 15 PSF 25 PSF 300# THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO RETAIL (1ST FLOOR) — 100 PSF 1,000# CONCRETE MIX NOTES: AWS D1.1. 1. PROVIDE 3000 PSI © 28 DAYS MINIMUM FOR DURABILITY AT BASEMENT WALLS, FOUNDATION WALLS, ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS LATERAL FORCES EXTERIOR WALLS, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND FOR ALL ORIGINALLY USED, AND THIS REPAIR AND REINSRECII GARAGE FLOOR SLABS. CONCRETE SHALL BE AIR ENTRAINED CONFORMING TO ASTM C-260. TOTAL ON SHALL BE PAID FOR BY THE CONTRACTOR. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED AIR CONTENT (PERCENT BY VOLUME OF CONCRETE, SHALL NO BE LESS THAN 5 FRAME/SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME/SHEAR OR MORE THAN 7%. GENERAL REQUIREMENTS WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. PLACE CONCRETE: PER ACI 304 AND CONFORM TO ACI 305 AND 306 FOR HOT AND COLD WEATHER EXPANSION ANCHORS: AT CONCRETE, PROVIDE °KWIKBOLT TZ" BY HILTI, INC., OR "STRONG—BOLT" PLACEMENT AND CURING PROTECTION. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM SIMPSON STRONG TIE, INC., OR PRE—APPROVED EQUAL. AT MASONRY WALLS, "KWIKBOLT III" BY HILTI, WIND: FREQUENCY. DO NOT OVER—VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN INC., "POWER—BOLT" BY POWERS/RAWL FASTENING, INC. OR "WEDGE—ALL" BY SIMPSON STRONG CONSTRUCTION OR EXPANSION JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE OR PRE—APPROVED EQUAL. EMBED BOLT INTO CONCRETE OR MASONRY 8 BOLT DIAMETERS MU, INC THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 — SIMPLIFIED ENVELOPE PROCEDURE" PER DRYING, EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. AMETERS MINIMUM, ASCE 7-10. UNLESS NOTED OTHERWISE. INSTALL ANCHOR PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT — EXPOSURE CATEGORY = B FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCESAND SHALL BE CLEAN o — BASIC WIND SPEED (3 SEC. GUST), VULT = 110 MPH NON—SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE—APPROVED EQUAL. GROUT AND 5H — RISK CWIND S Y PER TABLE 1.5-1 = II SHALL CONFORM TO CRD—C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD— MEET THE REQUIREMENTS OF SSPC—SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTS ALL 0° C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND F AREAS COMPRISING D, ALL — TOPOGRAPHIC FACTOR Kzt = 1.0 LOW TO A STIFF PACKING R SING THE PAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP—CRITIC CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. AL TYPE — INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = f 0.18 CA RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT—DIP GALVANIZED IN ON. SEISMIC: (ASCE 7-10) V = CsW EPDXY GROUT IN CONCRETE: HILTI HIT—HY 150 MAX—SD OR PRE—APPROVEDACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD EQUAL. TWO PART LOW WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR WHERE CS = SDS SHALL BE H USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE PRODUCE OBJECTIONABLE FUMES. FIELD TOUC — AMMER DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND SURFACES SHALL BE PERFORMED TO REPAIR COA INOGF BRASIONS, ASEWELLNAS ALVANIZED O. 0 PRO"fECT ALL N {Ie) PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED (Ni" IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT AS AREAS AT CONNECTIONS. SEISMIC IMPORTANCE FACTOR, Ie = 1.0 FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. a Pcs RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = II CARPENTRY SPECTRAL RESPONSE ACCELERATIONS Ss = 1.08 Si = .43 REINFORCING STEEL SITE CLASS PER TABLE 20.3-1 = D NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH .� PROPERTIES; THE FOLLOWING ° DESIGN SPECTRAL RESPONSE ACCELERATIONS Sos = .77 & Say = .45 REINFORCING STEEL SHALL CONFORM TO: SEISMIC DESIGN CATEGORY = D Structural Solutions 01 REDUNDANCY FACTOR (RHO) = 1.3 ASTM A615, GRADE 40 OR 60. DETAIL, FABRICATE AND PLACE PER ACI315 AND ACI 378. LAP PENNYWEIGHT DIAMETER (INCHES) LENGTH INCHES a. TRACKER** COLOR 811Hrst ue,Snme620 # SI I_ICES SHALL BE 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. PROVIDE CORNER BA ( ) Seattle,Was�ington98104 W = EFFECTIVE SEISMIC WEIGHT OF BUILDING HORIZONTAL BARS IN FOOTINGS AND WALLS. RS AT ALL CODED NAILS tel: ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE 8d 0.131 2-1/2 BLUE lOdI RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 3.5 ORDINARY STEEL FRAME, R = 6.5 0.148 3 PURPLE 950PacificAvenue,Suitelloo r 16d WOOD STRUCTURAL PANEL SHEAR WALLS WELDED WIRE REINFORCEMENT SHALL CONFORM TO A185, LAP ONE FULL MESH ON SIDES AND ENDS 0.162 3-1 2 ORANGE Ta►coma,Washington88402 Cs = .15 ORDINARY STEEL FRAME, Cs = .OB3 WOOD STRUCTURAL PANEL SHEAR WALLS BUT NOT LESS THAN 8 INCHES. PLACE AT MID—DEPTH OF SLAB OR AS SHOWN. 20d 0.192 / — te�:2s3.38s.27sr 4 o DESIGN BASE SHEAR V = FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER STRUCTURAL STEEL EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS TYPES MAY BE USED AT PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO DETAILING, FABRICATION AND ERECTION DIAMETER LENGTH EQUIVALENT SPACING ** Project name: SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION FASTENER TYPE TRACKER COLOR a "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS". SPRINKLER LINE ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, (INCHES) {INCHES) (INCHES) CODED NAILS 10p5 Commercial ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010, THE AISC CODE OF 8d COMMON WIRE 0.131 2-1/2 Project: XXXX STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL /2 6 4 3 BLUE _ J "DIPPEDIssue Date: E FOUNDATION DESIGN CRITERIA BUILDINGS JUNE 22, 2010. 8d GALV. BOX" 0.131 2-1/2 6 4 3 06/02/2014 U 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 YELLOW— Author: DRW 12 GA. STAPLES 0.1055 1--7 8* 5-1/24 — 0 SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* THE CONTRACTOR SHALL BE RESPONSIBLE FOR Al L ERECTION AIDS AND JOINT PREPARATIONS THAT / 6 _� INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING 14 GA. STAPLES 0.080 1-1/2* 6 4 3 ACTIVE PRESSURE — RESTRAINED: 50 PCF +14H SEISMIC SURCHARGE (ASSUMED) PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, 15 GA STAPLES 0.072 1-1 2* 5 3 2-1 2 — GENERAL lo BACKING BARS. I / ACTIVE PRESSURE — UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. 10d COMMON WIRE Q148 3 6 4 T PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ? 1.5) SURCHARGE (ASSUMED) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA 3 PURPLE NOTES ES COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ? 1.5) (ASSUMED) REQUIREMENTS. 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 v- *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 WHITE 5 *BASED ON 15/32" PLYWOOD OR OSB **REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE—APPROVED EQUAL S 1 i N 3/26/2009 3:21 PM WOOD SHEATHING (STRUCTURAL): SHEATHING ON WALLS SHALL BE PLYWOOD OR ORIENTED STRAND STATEMENT OF SPECIAL INSPECTIONS- BOARD (OSB). WOOD SHEATHING SHALL -BE "STRUCTURAL I" CONFORMING TO PS1-09 AND/OR • PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HER . SHALL BE PROVIDED AS FOLLOWS: WALLS (32/16). ALL WOOD SHEATHED WALLS SHALL BE BLOCKED EIN AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC SYSTEM COMMENTS REFERENCES FRAMING LUMBER: STRUCTURAL MATERIAL VERIFICATION OF STRUCTURAL STEEL MANUFACTURER TO STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION X CER PROVIDE AISC 341 CHAPTER J6 INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY MARKINGS TO CONFORM TO AISC 360 TIFIED MILL TEST REPORTS AISC 341 CHAPTER ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSO) TO GRADE UNDER ALSC B. MANUFACTURER'S CERTIFIED MILL TEST X CERTIFIED GRADING RULES. REPORTS MATERIAL VERIFICATION OF WELD FILLER MANUFACTURER TO PROVIDE AISC 360 CHAPTE SPECIES AND GRADE (BASE DESIGN VALUE) MATERIALS CERTIFICATE OF COMP R N5 1. 6x BEAMS AND HEADERS. "DOUG FIR—LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) A. IDENTIFICATION MARKINGS TO CONFORM TO LIANCE 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR—LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) AWS SPECIFICATIONS LISTED IN GENERAL NOTES X Underwoodes &OR "HEM—FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) B. MANUFACTURER'S CERTIFICATE OF 3. 6x POSTS AND COLUMNS. "DOUG FIR—LARCH" NO. 1 (Fc=1000 PSI) X ASSOCIa , TIC 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR—LARCH" NO. 2 COMPLIANCE (Fb= OF WELDING INSPECTION10,wahStreet 900 PSI, Fc=1350 PSI) OR "HEM—FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). SPECIAL INSPECTIONS IN THIS AISC 360 CHAPTER N5 anacortes Washington 98221 5. INTERIOR NON—BEARING STUD WALLS. "DOUG FIR—LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR A. COMPLETE AND PARTIAL JOINT PENETRATION X SECTION ARE WAIVED WHERE AISC 341 CHAPTER J6 360.588.0471 "HEM—FIR" NO. 1 0=975 PSI, Fc=1350 PSI) GROOVE WELDS FABRICATION IS PERFORMED ON THE AWS D1.1 6. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR—LARCH" NO. 2 (Fb- 900 B. MULTI—PASS FILLET WELDS X PREMISES OF A FABRICATOR mike Underwood PSI, Fc=1350 PSI), OR "HEM—FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). C. SINGLE—PASS FILLET WELDS > 5/16" X REGISTERED AND APPROVED IN 7. UTILITY & STANDARD GRADES NOT PERMITTED. D. SINGLE—PASS FILLET WELDS 5 5/16 X ACCORDANCE WITH IBC SECTION mikeQunderwoodarchitecture.com 1704.2 PRESERVATIVE TREATED WOOD REQUIREMENTS: INSPECTION OF STEEL FRAME JOIN i DETAILS FOR - TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. COMPLIANCE WLTN APPRCvED CONSTRUCTION X DOCUMENTS PRESERVATIVE CONNECTORS & CONCRETE ANCHORS POST—INSTALLED IN HARDENEDS L. . APPLICATION SPECIFIED MATERIALX ACC 318: 3.8.6, 8.1.3, 21.2.8 CONCRETE TREATMENT (1) FASTENERS (2)(3) IBC 1909.1 `s' FOUNDATION SILL PLATES, - 2x, 4x, 6x (FIR), OR SBX GALV (G60) _ TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM � '�' TOP PLATES & LEDGERS _ ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. 1 GLULAM (SP) REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL y Lu o ON CONCRETE OR ACQ, CBA, CA GALV (G185) ENGINEER. ¢ - � � Ex MASONRY WALLS (4) STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENG �'jaxiii.WEER OF RECORD OR DESfGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. o FRAMING, DECKING, POSTS 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: a & LEDGERS w w 2x, & 4x (CEDAR) NONE GALV (G90) ) PERIODIC VISUAL OBSERVATION OF S- R 6 BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV (G185) STAGES. f UCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION 6x OR GLULAM (CEDAR) NONE GALV (G90) REVIEW OF TESTING AND INSPECTION REPORTS. 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG—FIR OR HEM—FIR ) REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIB SBX: DOT SODIUM BORATE SP: SOUTHERN PINE UTED TO ARCHITECT. ACQ: ALKALINE COPPER QUAT GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S CBA & CA: COPPER AZOLE STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD—FORMED STEEL CONNECTORS. B AB�REVIATIDN LIST ABBREVIATION LIST ATCH/POST HOT—DIP GALVANIZED PER ASTM A123 FOR STRUCTURAL STEEL CONNECTORS. HOT—DIP I ® AT I H&R HANGER DIA. GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER _ OR DIAMETER _ P.S.F. POUNDS PER SQUARE FOOT ASTM B695, CLASS 55 OR GREATER. A.B. ANCHOR BOLT HORIZ. HORIZONTAL DIAL. DIAGONAL PSL PARALLAM ADD'L ADDITIONAL HSS HOLLOW STRUCTURAL SECTION DIM. DIMENSION 4. AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON P.T. POST TENSION CONCRETE OR MASONRY WALLS MAY BE UN—TREATED IF COMPLETELY SEPARATED FROM THE A.F.F. ABOVE FINISH FLOOR HT HEIGHT D.L. DEAD LOAD WALL BY A SELF ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). ALT. ALTERNATEPW. PLYWOOD TNT. INTERIOR _ DWG DRAWING REINF. REINFORCING GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS ARCH. ARCHITECTURAL JST JOIST DIAL DOWEL OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN REQ'D REQUIRED CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF BLD'G BUILDING JT JOINT (E) EXISTING INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES BLK`G BLOCKING SCHED. SCHEDULE SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD 1 ANGLE EA. EACH S.G.L. STRUCTURAL_ COMPOSITE LUMBER m MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT BM BEAM L.L. LIVE LOAD E.F. EACH FACE SHT'G SHEATHING DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON B.D.F. BOTTOM OF FOOTING LLH LONG LEG HORIZONTAL roe. WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT EL. ELEVATION SIM. SIMILAR MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED B.O.T. BOTTOM LLV LONG LEG VERTICAL ELEV. ELEVATOR BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, S.O.G. SLAB ON GRADE L OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS BRG BEARING LOG. LOCATION _ ENGR. ENGINEER 4SQ. SQUARE "•' IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. BTWN BETWEEN LSL LAMINATED STRAND LUMBER EQ. STD STANDARD NDARD B.U. BUILT UP LVL LAMINATED VENEER LUMBER FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON E W EACH WAY STIFF. STIFFENER o STRONG—TIE COMPANY, SAN LEANDRO, CA., OR PRE—APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND (G= CAMBER MAX. MAXIMUM QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD -� _ P• EXPANSION STL STEEL v HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED CANT. CANTILEVER M.B. MAGL-IINE BOLT EXT. EXTERIOR STRUGT. STRUCTURAL 41 PCS I WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS G.F.S. COLD-FORMED STEEL AND FASTENERS. MECHANICAL FDN FOUNDATION TSB TOP BOTTOM G.J. CONTROL/CONSTRUCTION JOINT MEZZ. MEZZANINE F.F. FAR FACE T G TONGUE AND GROOVE MISCELLANEOUS: I � , CENTERLINE Structural Solutions MFR MANUFACTURER FLR FLOOR THR'D THREADED ' CLR. CLEARANCE 811 Pfrst Avenue,Suite fi20 cp SHOP DRAWINGS/SUBMITTALSMIN. MINIMUM F.O.M. FACE OF MASONRY T.O.F. TOP OFF Seattle,washington98 004 DOTING ter:206 292.5078 "' GMU CONCRETE MASONRY UNIT MI SC. MISCELLANEOUS F.O.S. FACE OF STUD T.O.S. TOP OF STEEL THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY ' THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. COL. COLUMN MTL METAL 950PacWasenue,Suitello0 y � FRM'G FRAMING TRT'D TREATED Tacoma,Washington 98402 GONG. CONCRETE j N.F. NEAR FACE F.R.T. FIRE RETARDANT TREATED TYP• i tel: STRUCTURAL ENGR. BLDG. DEPT. TYPICAL 1. STRUCTURAL STEEL X X GONN. CONNECTION I N.S. NEAR SIDE F.S. FAR SIDE qU.N.Q. UNLESS NOTED OTHERWISE 2. CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X GONST. CONSTRUCTION r NTS NOT TO SCALE FIG FOOTING U.T. ULTRASONIC TESTED Project name: a,E SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING CONT. CONTINUOUS O.G. ON CENTER GA. GAGE/GAUGE } VERT. VERTICAL 1005 Commercial a LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR CONTR. CONTRACTOR OPN'G OPENING APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENI-`i. THE SPECIAL INSPECTOR SHALL SUBMIT GALV. GALVANIZED hV WITH Project: XXXX GOORD. COORDINATE E INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS OPP. OPPOSITE GL. GLULAM Issue W.P. WORK POINT sue Date: 06/02/2014 LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: G.P. COMPLETE PENETRATION I P.A.F. POWDER AG-MATED FAST ENER _ GR. GRADE WT WEIGHT Author: DRW 0 GTfZ'D CENTERED o .1 PERP. PERPENDICULAR GWB GYPSUM �- WALL BOARD W.W.R. MELDED WIRE REINFORCING `� G.Y. ' CUBIC YARD LE PLATE HDR HEADER GENERAL DBL. DOUBLE P.P. PARTIAL PENETRATION NOTES 4 D.F. DOUGLAS FIR I P.P.T. PRESERVATIVE PRESSURE TREATED i O 2 31 . 2 3/26/2009 3:21 PM 1 `" --_ _. i iiimlp 1 L- �� i 2x6 @ 16" CRIPPLE WALL III #4 - EXTEND 2 -O REMOVE TOP OF (E) II REMOVE 4 PAST OPN G EA. EDGE _ , I. REPAIR (E) - - HOOK IF REQ'D FDN WALL AS REQ'D 1 i REMOVE REPAIR P.T. 2xb IN/ I/2 4) GALV. EXP. I (E) SLAB I F REQ D BOLT @ 48" - EMBED 3/2" MIN. REQ'D -\ K IF I I " I #4 AT SLAB EDGE1—REPR (E) SLAB I ' A I I #4x3 -D @ 12" AT OPN G AS REQ'D I . _ 6 5 6 DPP, x x x X 52.1 52.1 I 52.1 HAND I Underwood & ►:•;..........".... FIELD ���-���-�.-�.��._���;; ►�� /` — I \, :��5���5��a���4;;+ //\. j�/j, W12x35 I I Associates II ; ,.;.//. VERI BLD G �, �i�, C , s 1 .. / : •• \� POUR NEW SLAB I PAPER ,\ A\ r•�� �� BELOW (E) N N I I 1005 4th Street "°� 0 VERIFY INSULATION 6" MIN. ; ,, -- , ' -.-,`"., anacortes,washington 98221 (E) GRADE BM SLAB 2 MIN. x x ` #4 EPDXY :: :: ;. , , ;:; W/ ARCH. ;� y \ 360.588.0471 ANCHOR lb" O.G. 1 °•• ►.•. x x -=_ - EMBED 6" MIN. (E) GRADE BM (E) FDN 7 L `l , , _ . . a mike underwood 52.1 52.E I mike@underwoodarchitecture.com I �. • I FRAME 1 I PER 4 LOOKING EAST I SECTION SECTION SECTION ELEVATION �—"r"2 3g L.of v:52.1 1"=11-0" 52.1 1"=1'-0" 52.1 I"-I'-O" c-zip I/8"=I'-O" '1 / K 1 �� i NOTE: PROVIDE /� ' � , - COL. NON-SHRINK GROUT I ' ,r, FACE OF 4,v2" BELOW BASE It NOT � s ,s4ss 1/2" '''', STIFF. EA. SIDE 1 s t. TO ALIGN W/ H55 (E) COL. SITTING ON SOLE i I 11 - _ - -� tONAL PLATES TYP. 1/4 (E) COL. . T I 2x NAILER W/ I/2") STIFF. I/4 N I/4 V M.B. ® 12° O.G. OLTS - ' (2) 3/4"0 TI IR'D 1 I (E) FRM'G NW A35 ® 12" O.G. LOck BATE TO ROD - EMBED 10" 1 I -1 MIN. 1N EPDXY (E) GL. BM 1 I MI55 (E) A.B. , _/I�� �.a.................. 5 SECTION TYP. H55\ I BM PER `I' 1 _ 3/4" BASE ' x ENDS / I/2 V ® , 1 z --- 1— .° � \//\\/\\\//• 52.1 1"=11-0" I" �� 4 8 0 I GUT OFF A.B. AS PROVIDE NON-SHRINK TYP. HS I --HSS PER 52J -- ` R,l REO'D BELOW HSS Ii , GROUT BELOW BASE SIDES 1/2 N I ® '� , F� NOT SITTING ON - I VERIFY (E) 1/2" TYP. SOLE PLATES Hr = I FRM'G IN FIELD 2" I _ L1 U'2" 1/2" (E) FIG I I (ThSECTION PLAN DETAIL 8 DETAIL 52.1 1"=1'-0" 52.1 1"=11-0" 52.1 , 1"=I'-O" L, . , (E) GRADE BM BELOYA SHEATH WALL UP TO DBL C 1_,/ 11 TOP PLATES WHERE COL. ® _ SHOWN ON PLAN W/ 1/2" u I (E) 2x6 STUD PW./OSB NAIL IN/ 8d ® 4" (E) FIG I- _ i AT ALL PANEL EDGES (E) FRM'G �F �' (2) #4x6 O (FLAT 2x4 BLK G AS - �` , b II BELOW (E) 2x6 P.T. SILL ADD r REQ'D) AND Sd 12" O.G. G T �---- — I 52.E "' REMOVE 4 REPA f R (E) EXP. BOLT 4 FI' AT INTERMEDIATE FRM'G T— -�-7 - = I SLAB AS REQ'D I/4x3x3 WASHER @ I _ --.- --. . . , }. _\-- : + (E) FDN __- J� �- � LL, y ; EDGE NAIL y_ y 1 48" O.G. BTWN (E) A.B. � I 'n � — — — - - WALL. - _� -- C. - - � � - _ _,��. -\- 5 1/4 V mai (E) 4" GONG. SLAB -1_--„ I \\ fl 4 II (E) LEDGE - • \ \%ice;%i�:�i� 3/4" BASE I� III \ EDGE NAIL.- HSS PER r _ /�r/�r,i�� , ; m I/2" , - - �;� _ � IL _ �A (2) 3/4"� THR'D ROD - ( FDN �� I" NON-SHRINK � EMBED 10" MIN. IN EPDXY `' GROUT \` \ // #4 I TOP 4 BOT4 10 . ;'� ��-�\/ 52.i / I i- -=� (2) 3/4"�x12" A.B. - EMBED 5" MIN. + POUR GONG. • •�J (E) FDN WALL l IN EPDXY [(2) IN — - '5 . N--- GONG. PLINTH BELOW WEST HALL 2 IN PLINTH ON (E) , AIN NORTH WALL] FIG SHT G PER c ' - 6" MIN. TIP. 1 1 a I _ MATCH (E) FIG DEPTH a PCS (E) FDN WALL WHERE NOT ON FTG Structural Solutions stAvenue,Suite620a PLAN DETAIL 10 DETAIL SECTION 12 SECTION Seattle,Washington 9810452.1 1"=1'-0" 52.1 I"=1'-D" 52.1 I"-1'-0" I"=I'-O" tel:2O6.292.5076 05 3 -- ,S ' 1 N DETAILSI RI HDU4 HOEDOWN AT Tacoma,a0 Pa Washington Suite 02 rn FOR $ � s8402 ; GALLOUTS IN AnkI DBL ST UD - ADD COMMON SEE IV it.ki STUDS AS REO'D i .__ •_ moo_. .._ • Project name: 0 „ + 1005 Commercial N ---�T� I7 ,,,� / �,% / _ - �K -y v, . Project: XXXX // Issue Date: 06/02/2014 Author: 0 5/8" ALL-THREAD - - EMBED 18" MIN. IN c9 EPDXY DETAILS a Q , r r N CD1 DETAIL 0 I"-I'-O" S2 . 1 N - Ci 3/26/2009 3:21 PM 1 . ''''' :!'"7.: '-1 ri „..:::„...\!, . . . , :.. . „.,•:„. .:1 f+ ., Ny.n.--;:.:, y , • • ag: x 144 : 1.11:L116)1441H 111,1", Underwood & - Associates, Ilc 1005 4th Street anacortes, washington 98221 360.588.0471 Foundation And Site Preparation . Plumbing Energy Code Notes mike underwood, AIA Roof mike@underwoodarchitecture.com Walls 121. Inspection: No plumbing or drainage system or building sewer may be 162. Air leakage: Soleplate is to be caulked orglued to floor. Rim joist between General g covered, concealed or put into use until it has been tested, inspected, and stories to be caulked I sealed. All holes in buildingenvelope are to be caulked I sealed - 51. Cripple walls must be framed of studs not less in size than the studding above. When 81, Plywood roof sheathing, if exposed on underside, must be exterior grade. p 1. Not all buried utilities located on this site are shown on these drawings so call approved. [UPC 103.5,1.3] includingbut not limited to plumbing & HVAC penetrations. Outlets, switch exceeding 4 feet in height, such walls must be framed of studs having the size required for anelectrical, UTILITIES UNDERGROUND LOCATION before doing any digging anywhere on this additional story. Cripple walls less than 14" high must have solid blocking. [2308.9.5] 82, Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each boxes and recessed fixtures on exterior walls or ceilings are to be caulked/sealed with site of any depth 1-800-424-5555. separate space by vent openings protected against the entrance of rain and snow. The 122. Supply Testing: Plumbing supply piping must be tested with working water pressure of approved sealant, or have foam face gaskets installed.All recessed lights are to be IC 52. Wood columns must be restrained to prevent lateral displacement at the bottom. net free area may not be less than 1/300 of the space ventilated. The openings must be 50 psi pressure. [UPC 609.4] rated,air tight&sealed to surrounding surface. Rough openings around all windows& 2. Verify all dimensions at site, all dimensions are to outside or center line of wood covered with a corrosion-resistant 114" screen, and have 50%of the openings be a doors to be sealed/caulked. framing members and concrete unless noted otherwise, minimum of 3 feet above the eave or cornice openings. [1203.2] 53, Column and posts located on concrete floors exposed to weather,water splash or in 123, Drain Testing: Plumbing drains must be tested with water filled to the highest 163. All ceiling exhaust fan ducting to be insulated as per code&to have as few bends 3. All stumps&roots shall be removed from the ground to a depth of 12" in the area basements must be supported by concrete piers or metal pedestals projecting above the vent in system or 5 psi air pressure. [UPC 712.2, 3] occupied by the building. No excavated material is to be used for backfill under any floors, unless approved wood of natural resistance to decay or treated wood is used. The 83, Insulation dam must be provided at the attic access ripening when using blown-in as possible &to terminate at the exterior of the building. concrete without approval of the city/coup All fill under concrete to be compactedinsulation. [WSEC ppcounty, p pedestals must project at least 6" above exposed earth and at least 1" above such floors. 502.1.4.4] 124. Protection: All piping passing under or through wall must be protected from pit-run fill to 95°/°. breakage. Approved provisions must be made for expansion of hot water piping. 164, Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around wires, 84. Trusses must be designed by a registered design professional, in accordance with Voids around piping passing through concrete floors on the ground must be pipes, &outlet boxes. Recessed fixtures in exterior walls to have min. R-5 insulation 4. All wood used in forming and placing concrete, if within the ground or between 54. Separation: There shall be maintained a minimum clear separation of 6" between any ANSIITPL1 standards. Submit written, graphica, and pictorial depiction of each individual appropriately sealed. [UPC 313.1] behind them. foundation sills&the ground shall be removed. Remove all loose or casual wood in wood and earth, or the wood shall be of a type with a natural resistance to decay or treated truss member to the building official for approval prior to installation, [2303.4] contact with the ground from under the building, wood is to be used. 125. Support: Horizontal piping must be supported at sufficiently close intervals 165, All HVAC ducts installed outside the heated habitable space to have sealed joints, 85. Truss bracing must be provided to prevent lateral rotation and provide lateral stability to prevent sagging. Pipe supports for ABS may not exceed 4 feet on center. [UPC corners, and boots, and insulated to a min. R-8, 5. Foundation drains must be installed around foundations that retain earth and enclose 56. Place a vapor barrier of tyvek or equal over all exterior walls. 314,51314,5.1 habitable or useable space below grade. Tiles, pipes, and other approved materials must in accordance with the individual truss design drawings. 1 166. A one perm or less vapor retarder(ie: kraft paper, PVA paint etc..) is to be installed discharge by gravity or mechanical means to an approved drainage system. [1805.4] 55, Bearing:All trimmers and headers framing an opening shall be per table 2308,9,E or at 126. not used on the warm side of all insulation. the minimum, shall be doubled or lumber of equivalent cross section, and each end 86. Truss members must not be cut, notched, drilled, spliced, or otherwise altered in any supported with proper sized framing anchors, unless adequate bearing is provided through way without the approval of a registered design professional, Addition of loads that 127. Relief valves must be provided with a drain, not smaller than the relief valve 167. All recessed light fixtures in the thermal envelope to be certified under ASTM 6. Vapor Barrier: Cover ground with min. 6 mil black colored, moisture barrier, laps to be other means, exceed the design load for the truss will not be permitted without verification that the truss E- 12" min, and sealed, and ends to extend up foundation walls a min. 12". [WSEC 502.1.6.7] is capable of supporting such additional loading. [2303.4,5] outlet, extending to the outside of the building and discharging downward 6-24 283 and so labeled, or sealed around the exterior in an approved manner to be air tight. inches above grade, [UPC 608.5] Relief valve piping may not discharge into a 57. Top Plate: Exterior wood stud walls must be capped with a double top plate installed water heater. [UPC 508.5 to provide overlapping at corners and intersections with bearing partitions. End joints Exterior Shell 168. All water pipes in unheated spaces to be insulated to a min of R-3, 7, Damp-proofing: Foundation walls below finished grade must be damp-proofed. must be offset at least 48 inches. [2308.9.2.1] 128. Hose bibs must be protected by an approved non-removable type backflow 169. Exterior doors to be adjusted so weather-stripping,threshold, &door sweep are 91, Flashing: Flash and counter flash all exterior openings as required to make them prevention device. [UPC 603.4.7] working properly&seal well. 8. Yard piping for water service shall be at least 12 inches below grade, Water pipes may weatherproof, 58. Notches: Any stud in an exterior wall or bearing partition may be cut or notched to a 129. Water heaters must be anchored or strapped in the upper and lower third of _ not run or be laid in the same trench as the building sewer or drainage unless both of the depth not exceeding 25 percent of its width. Studs in non bearing partitions may be notched 92. Trim: All exterior trim &siding joints to be mitered. Where two boards butt, end to the tank to resist horizontal displacement due to earthquake motion.A distance of 4 '170. Blown-in attic insulation to be installed in strict conformance with manufactures following conditions are met: to a depth not to exceed 40 percent of a single stud width. Any stud may be bored or drilled, end, siding or trim, provide a 15 degree min. bevel on ends of joining boards. inches must be provided between the lower strap and the controls. [UPC 508.2] recommendations for density&coverage. Provide vent baffles as required &insulate& a. The bottom of the water pipe at all joints, shall be at least 12 inches above the top of provided that the diameter of the resulting hole is no greater than 40 percent of the stud p weather-stri atic access door. the sewer line. width,the edge of the hole is no closer than 5/8 inch to the edge of the stud, and the hole is b. The water pipe shall be placed on a solid shelf excavated at one side of the common gg 93, Make all roof penetrations for venting etc. on non-co ispicuous side of ridges. 130, Water Heater Pan: When a water heater is located where water damage trench with a minimum horizontal distance of 12"from the sewer or drain. [UPC 609,2] not located in the same section as a cut or notch. [2308,9,10] may occur from a leaking water heater, a watertight pan must be installed beneath 174. Insulation:shall be installed per the following: Exceptions: with a minimum 3/4"drain to outside of building. [UPC 508.4] 1. A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls or bearing partitions are doubled and that Insulation Values Legend: not more than two successive studs are bored. 131. Seal: All plumbing fixtures, including toilets, must be caulked or sealed at Walls Ceiling Concrete And Reinforcing 2. Approved stud shoes may be used when installed in accordance with the their base. [UPC 407.2] Above Below 21, Footing top surfaces must be level. Footings shall be stepped when necessary to manufacturers recommendations. Grade Grade attic 3, Provide metal nail plates in all locations where plumbing or wiring comes within 132: Freeze Protection: All water lines to be protected from freezing. If water lines 878 change the top surface of a footing or where the bottom surface of a footing exceeds a p p g g R-21 R-10 R-49 Registered 1 1/4" of the edge of any stud. are not located completely between heated space and insulation provide insulation ARCHITECT 10%slope. as required to assure pipes are protected from freezing. Safety Installation: „) , 22. Sleeves shall be provided to protect all piping through concrete and masonry a. Insulation baffles shall be placed in attics/ceilings to maintain at least 1" Michael G.Underwood walls. [UPC 313.10.1] 59. Fire Blocking shall be provided to cut of concealed draft openings(both vertical and ventilation space and extend at least 6"vertically above the batts or 12" State of Washington horizontal) and to form an effective fire barrier between stories, and between a top story and 23. All footings to be placed on firm inorganic, undisturbed soil and to extend a min. of the roof space. [717.2] General Requirements vertically above loose fill insulation, 18" below finishedgrade. Tie wall vertical reinforcing steel to continuous footing sleet. Mechanical b. Concealed insulation shall be placed behind the shower I tub and behind c. Attic hatch ud lcorners, stud All reinforcing steel below grade to have a 3" in embedment, lap all rebar splices and Install fire blocking at: 101. Address: Every new and existing building must have its address plainly legible and partitionshall be insulated to adjacent R-value. Permit te street. rnust ng coor or corners 30 bar diameters, Unless otherwise noted on plans, 1. Concealed spaces of stud walls and partitions including furred spaces and parallel visible fromh Charactersbe at least 4 inches high of contrasting row of studs or staggered studs as follows: General Requirements d, Insulate all service hot and cold water piping in unconditioned spaces. material to its backing, [501.2]a. vertically at the ceiling and floor levels. e. Protect all foam insulation with metal or plastic at below grade b. horizontally at intervals not exceeding 10 feet. 102, 103, 104 not used 141. Approval: No mechanical system or equipment regulated by this code may be conditions. Project name: 2. All interconnections between concealed vertical and horizontal spaces such as connected to fuel source until approved by the building official. [NFPA 54711.1]and cove ceilings, drop Framing occur at soffits, 005 ceilings, 175. Energy standards: Provide the following energy features: __ 105. Guards must be installed when a floor is 30 inches or more above grade. Guards a. Windows: minimum u-value of glazing: 3. Concealed spaces between stair stringers at the top and bottom of the run, must be a minimum of 36 inches in height and be able to withstand loads as specified in 142. Testing: Gas piping must be tested at a minimum pressure of 3 psi. Gauges used for glazing UV SHGC Commercial 4. Openings around vents, pipes, and ducts at ceiling and floor level, with an testing must have an upper range of not more than 5 times the test pressure. [NFPA 54] approved material to resist the free passage of flame and products of combustion, table r301.5. Open guards must have intermediated rails or ornaments pattern such that non-north 0.30 0.40 32, All wood in contact with concrete, masonry or earth must be pressure treated food a sphere 4 inches in diameter cannot pass through, except at the toe triangle where 6" is north 0.30 0.40 or foundation grade cedar or redwood, and marked by an approved agency. Cut eras allowed,[r301.5] of treated posts must be re-treated or be provided with protection from contaci ,�� ��� 60. Headers: All openings in bearing and exterior walls are to be provided with a header as indicated on plan or plan legend. b. Air leakage: Standard air leakage Project: 1410 concrete. [2304,11] 106. Attic Access: Provide min of 20x30 access. Provide min. 30" vertical clearance 61 Stud partitions containing plumbing, heating, or other pipes shall be so framed and the abovec. Caulking shall be installed at the following locations: Issue Date: 6/10/14 33. Pressure treated wood shall be used for those portions of wood members .Mich opening.9 [1209.2 1 joist underneath so spaced as to give proper clearance for the piping. Where a partition 1. between sole plate and floors. form the structural support of buildings, balconies, porches, etc., when such members containingsuch piping runsparallel to the floorjoists, thejoists underneath suchpartition 2. at wiringI plumbing/duct register penetrations. are exposed to the weather without adequate protection from a roof, cave, overhang or P p g g P Revisions other covering. Such members may include girders,joist and decking, posts, poles and shall be doubled and spaced to permit passage of such pipes and shall be bridged.Where 3. at rim joists I mud sills at Floors. plun-`oing, heating or other pipes are placed in or partly in a partition, necessitating the 4, at partition penetrations and window and door frames. No. Date Description columns. [2304.11] i cutting or soles or plates, a metal tie not less than 1/8"thick& 1 1/2"wide shall be 5. at light fixture I flue penetrations. fastened to the plate across and to each side of the opening with not less than 4-16d nails. 35. Post Connection: Provide a positive connection between the post support&pea`. and between the post and the beam sufficient to ensure against uplift and lateral displacement. 36, Post Material: Structural exterior posts, girders,joists and decking to be cedar or e treated material. [2304,11.2.7] Q) 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 71, galvanized steel, stainless steel or copper. [2304.9.5] u, General Notes ,,, General Notes - _ -›-, 1 <, 1/4" = 1'-0" v 3 S P1 U 6/11/2014 11:50:23 AM W 4. 2'-4° 4.. 15'-8" 5/8 g.w.b. sound batt insulation _ «n:....,-mow_ \2\ 1 a continuous wall sheathing per n.. > "-n ! — building wrap structural specifications \ ""'� , . Emergency Exit: Illuminated s�� sz.1 ivnva +siding to match adjacent surfaces 2x6 wall studs at16 oc. ;, cil, . existing column low-threshold entry < existing H.M. door to remain ...`* : .--; 4-g \ \ \ \ \ `0 :♦ ,ww,w,ww,......._. w....,._..__... I :....................i..... `' channel shaped 20 a, steel \ 1 All, I' �♦� aPe 9 . N new storefront ent _ _ studs at 16"o c. ,•'. ' . Feitetitt ':?'6 if -, assembly I existing exterior wallI\_ match existing offset \\\ Emergency Exit; Illuminated exit sign 518 type X g.w.b. attached w11 type i.R 21 Batt insulation exting 6x6 column wl BC6 base . d2 ;s1dscrewsat -stagger \\\\\\\ location if not present I 6jg w b panels on opposite sides of assembly below& "g Underwood & 8 " slab on 'j� - �� NOTE: existing hall at rear above A3.1 f 6x61W1.4xW1,4 WWF a /2 remove existing O g > (2) (e) sub-panels V window \mid death ' . ' /� exterior wall7 exit to be demolished p \ ext. wall detail at new ext. const. Partition Detail at 6 wall Associates, Ilc / 3 ("ay, 1" = 1'-0" 1" = 1'-0" see GA File No. WP1200 for 1-hr fire construction 1005 4th Street /'/ S2.1 / 8'-4" 8'-0" 1'-0" 12'-2" anacortes, washington 98221 i 1\ k%, \,.;: •• a / / / 360.588.0471 L __ _ _ — -1 13 13 / ore z.1 replace existingdoors with o " Steel �.o� / 4, / `o� , ,._ S2.1Smike Underwood, AIA o frame o� ��\o N new storefront assembly to / ��``° Suite B1 HDU4 match other locations HDt14 / optional new storefront assembly mike@underwoodarchitecture.com _ v�o � - new tenant to provide permit drawings kµ \ -� \ \ \ \ \ \ - - - - / 5��� . I { showing proposed use, layout, and I - -- - - - _www - 1 7 . construction notes specific to tenant " (2)2x6 (2)2x6 - '- 1 // \�,`C� P �, 8 4 i /8 7 2112" i I S2 1 . 2� add shearwall sht'g per detail 11/S2.1&121S2.1 \\ 6x12 header add shearwall sht'g per detail 11/S2.1&121S2.1 \ k..,. ,._. /f = < 1-HR construction wall NI provide Simpson A34 at 96" o.c. from top plate to roof truss ♦ -- - NOTE: provide stucco finish sim. below new windows 7 partition wall to terminate at bottom of £ 7 A3-1 trusses at existing type'X' g.w.b. -modify A3.1 - �' / suspended ceiling as necessary co w Fa, T g _ — — F • remove door opening and repair wall to match p —� C. _�/ \ f adjacent surfaces (1-hr construction) o - new 1-hr demising wall wl channel shaped 20ga. steel I II - \ Mo7 0 hard-lid ceiling at 8-Q a.f,f. -2x6 joist ') studs at 16"o.c., sound batt insulation, 5/8"type'X' Suite F fj NOTE: remove tile and provide stucco finish g.w,b, attached wl l"type 'S' screws at 8" o.c. along rafters at 16" o.c. w/5/8" g.w.b. at ceiling I 6 gal electric water heater on ceiling platform • R below existing windows to match adjacent edges and 12" o.c. in the field-stagger panels on and 1/2" plywood sheathing at lid \ -strpom 1 / 1t -Safety strap to wall and run pressure relief new tenant to provide permit drawings surfaces opposite sides of assembly lay Aipipe to building exterior within 6 of the ground. showing proposed use, layout, and T construction notes specific to tenant . 1 N I ICOPIF plumbing wall ♦ I 8 1 . ` wic: ' ' \ �. L Q waste line in wall-supply 111 I 7 - -. flush handle to be positioned on the ['V ! (2) 2x6 appropriate vent stacks lav � �7Res room 2 `� accessible side of water closet-typ, trenching from main line to restroom and new interior walls, door, 2 restroom plumbinglfixtureslinstallation as , < install new.storefront and structuralSuite B2 fixtures paint, typ. - /Mo7 ` necessary-field verify locations i 3 A3.1 6> / provide a 2 lamp 1x4 surface system per engineering in existing wall N 7., new tenant to provide permit drawings ` , s / mounted light fixture (2xF032T8) locate sewer tie-in and saw cut _ _ _ _ ♦_ in each stall w/motion sensor/ existingslab as necessaryfor new showing proposed use, layout, and \ _ _. _ _ - - ,���r, , . timed switch plumbing connection construction notes specific to tenant NOTE.; existingoffice to be i p g - z I Emergency Exit: IlluminatedOD N ;� exit sign w!battery back up demolished in this location // x 0 low-threshold entry �.w .. '" \ y 2112" E 7'-:\ Existing , i 1 Existing `f;=z r -- 6x12 header NOTE: existing store signage to be I1 ''._.,/ RestrOo.m ' 1 1 Restroom `,,.,/ I E removed -repair surfaces to match r ,' CO _ci P extend power and relocate (e) electrical panel to i i adjacent surfaces-all electrical wiringto r i r \ 9878 (2) 2x6 existing exterior walls this unit- rewire homeruns as necessary - :11.-'1 1 , Registered : � ♦ r SC't:: I��"��" remain for future signage i I I r l \ , ARC TECT I I i . _ ._ 1 �_.. �._...._......... ..____ _ ._. _... t . .�.-._-.... ( ' iclael G. Underwood ♦ ♦ ♦ w--- State of Washington A3 - First Floor Plan 1 4 1/4" = 1'-0" Permit Set Project name: I Floor Plan Legend 1005 A06 A26 A29 Key Value Keynote Text + _ _�� __ . - .__M1-- Commercial A25I • A28 \� A25 A2 ---- _ :�� � • �--��. Aos .. .. N ... - --- maim A A27 A06 mirror _ _ w .v A08 —A2S AO8 toilet paper dispenser •- -..._ - ------ �---1---------__- , } ,. 1` v A23 Wall-Mount lavatory _ _+ - 410 A24 = Roppe 4" coved ...:. r,�„ 1 ; ��.., 1 N Az3 A24 Toilet - existing structure - - ._ :.. . • • .;� " --- , Issue Date: 6110I14 -1, --- ----*-- �- integral vinyl base - -- i , ,,• , . A25 Paper Towel Dispenser -. x ._.._ v,... j A26 Surface-Mounted.All-purpose soap dispenser new storefront entry assembly - - ... ' i1. ri +x+.:• •.# 6 :•, , h Revisions A27 Vertical Grab Bar •' "� I . - 1I •1 .. v .�a�ttoo �lzi2A! Il3BBIBBB.WYeouyoo: .. L. ?V:i.... h toilet north \\ toilet west i � .:' _ fi 3 . --------- ------- ------- - f - . ' 11 _ No. safe Description A28 Horizontal Grab Bar I- A29 Recessed Toilet Seat Cover Dispenserli •x • -- , •- •1 matcn adjacent finishes 1 ` . :...- • .,. hard-lid ceiling at 8'-Q" a,f,f, 2x6 joist MO7 Exhaust Fan - vent to outside - See 145 & 1461sp1 - .2 -_ '' ti•:::FM11111111: • } ' Oil ADA lever handle w!falcon ADA rafters at 16 o.c, w1518 g,w.b. at ceiling 518"type x g.w.b. ' :i:'': i':41111111111111111111111111111111i! y 'vacant and occupied' indicator lock and 112" plywood sheathing at lid yP g' x` r r i 4'-0"tall p-lam wainscot wl i `1.` ...1148111 : trim, w/chrome metal cap / _' _ i v A28I A27 x N;1 - • :.iiiiiiiiiii,„,:iipiiii:::K§:iii§:::K:Kiiiiiiiiiiii:::maiggimmiggimmiggimw4:—.•• / p,29 - Floor Plan A08 A24 -, , street view t 1 \ toilet - south toilet - east � rNir ..,,, 6 Jim, i 2 2014 3 \ 1/4" = 1'-0" 1/4" = 1'-0" A3 . 1 I s. 6111l201411:50:22 AM \ —2) DRAWN B E DC f:LII-'K: DATE: 4-2O-IF SCALE: *1! I ' LOCATION: Ioo� COMMCIAL ST d/ANACOPTE 5, WA BANK DRIVE-THRU ir '.44 67' , 201-11 X" 3 25'-8" 3 2" 18'-10%" 2'-11 X" 14, — MOPs,ErC. �,:, �_ - I , 0 N r =p PTO RAC E Cl (13 (1) [1) (III) - T I BREAKER PANEL in .. 51/2" (11] [1) 1 [1) (II] �a E 16 6 �, o r`' =�ii, im. 0 0 (1) 0 CI 0 �! 3/0 'tea 0 C) 0 o a o N L. WOMEN , „ �- DINING ROOM #2 N es., 2 -6 I ci 0 o CIina _ L El? ' 2'-4X" OS0000 a a a a a a ' (►7 o 6' , 1 "� a, N Z flilais"-s 7-101z co 5 -6 P, 0 0 —I 41 1 zt BANQUET ROOM _ U U U S S U ,., . __ O0 �\�$� - 6' m 13'-8" 6' %,! - \ V REMOVE EXISTING BATHROOMS c? N Coq1 El? UJ 14'-6"" 4' : ? II 512" — Z>.." PEPSI I III :� N IC O 31I - L . 3'-8„ ll: �, REMOVE\EXISTING WALL col I iNi T Co �1 ADJACENT TENANT SPACES :-. . Co �____ 8 , �.. -1 r �� <[ ]]� 1 7X'15 / ' '` 3. I vr W I I in L 5' '-4' 0 IHAND .j �V r. ,-' srr 1t S TRIPLE SINK 0:o�,, PASSTHRuf (f) W \-- cv z _ WALK-IN ^�� DINING #1 N E „ \ w M o COOLER000 else ii E :.,,,- cf) 0 Z w t c' C.) 111 0 12' N il .,-.) tie \ „ 11 limm T O MEAT. iEl 5'-7" � 4' f`, 111 3,44 cv 0 W 6 -1 X" IC) U OP SINK PREP TABLE PREP TABLE CD 6' N W ..- Z - - 4 U -J , 1? • m 12 I V%2 aI MMin 111 Co 3/0 mCo BENCH U N Imo ; F- TW co 0 c1/ OFFICE C" ' a _ in 1 w m W � Z N o LOBBY W JBREAKERPANEL w - � Q E HOOD ( m w �, OVEN 8� 00 En o. C 3!0 .. — 1-'• -- ; _ N I- 310 II j R y J now ' " 2'-8" 2'-9" 3' 12' , 3'-11'A6" 3' 4' 2'-8" 19'7 -8X 4-3X / / ,� i/ . s / 1.'Z -41 3X"' 3X" 5X" 1 ," < I—. in , 39 -11X 26 -1 .1, 66'-1" 1._ J J. _� W 111 °- PEDESTRIAN ALLEY WAY a. U - . OC . , Oz .4 0 o J o ..... ....) 10F4SHEET _ _ _ (• } Y. 0 City of Anacortes Invoice/Permit#: BLD-2017-0518 •'. 904 6th Street N"~ r• P.O.Box 547 Applied date: 10/02/2017 Issue date: 10/02/2017 02 Anacortes, WA 98221-0547 Expire date: 03/31/2019 (360) 293-1901 Job Address: 1005 COMMERCIAL AVE Permit Type: Mechanical Permit ANACORTES WA 98221-4186 Project: APN: P54957 Remarks: Change out 4 existing York rooftop units,with 3 exact replacements. 1 needs curb adapter because footprint has changed and all units have economizers. 2.5 ton,30 ton and 5 ton AC with gas heat. input of 75, 50, 75 and 100000 Btus. Owner: LINDE JOHN 0 Contractor: BOB'S REFRIGERATION SERVICES Address: PO BOX 542 Address: 4385 FLEET RD FRIDAY HARBOR WA 98250-0542 BLAINE WA 98230 Phone: Phone: (360)201-5692 License#: BOBSRS*022L9 General Information: Fees: #OF AIR HANDLING UNITS <10000 4 Mechanical Permit Fees 66.10 Total Calculated: 66.10 Deposits/Receipts: 0.00 Total Due: 66.10 ,TI 1sl a t�rd -44 ur, fri rc+' 11 i.):-fr f 4• 1` I I I it ....,� 1 1 R. I.rw r 'n' ;4. _4rd rj 8-Pal r{ w- - ,: of..' -57 If;Pt" CD Ill rl rV 4'* - r, "Il l it. ys it _r ICI. •.1 Ji• a hr ;L H 4 I XI1 1— ,,.w it• 2i F-•o c' THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WIT INii180 FDP'1f69 �,, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS'COItM EN iN. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALOPFte I NS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN VRV ,; HE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER Ti rOR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ` .=+ 4 0:1 m ra' ,a r._i a. _1 SIGNATURE OF NER OR AUTHORIZED AGENT ISS EU BY �� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT r 0 � PLUMBING & MECHANICAL PERMIT APPLICATION . Mailing Address:P,O. Box 547,Anacortes, WA 98221 Office Location:904 6rh Street,Anacortes WA 98821 Phone: (360)293-1901, Fax: (360)293-1938 PLEASE REFER TO THE PLUMBING&MECHANICAL PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: ' 1005 commercial avenue Subdivision/Lot#: Residential ❑ Commercial Q' APPLICANT: Phone: Fax: Bob's Refrigeration 360-201-5692 Address(Street,City,State,Zip): E-Mail Address: bobrepairl @gmail.corn PROPERTY OWNER: Phone: Fax: Team Linde Partnership 360-378-2234 Address(Street,City,State,Zip): E-Mail Address: po box 542 Friday Harbor Wa, 98250 Iinde@rockisland.com CONTACT PERSON: Phone: Fax: Bob Chaput 360-201-5692 Address(Street,City,State,Zip): E-Mail Address: bobrepairl @gmail.com CONTRACTOR:* Phone: Fax: Bob's Refrigeration 360-201-5692 Address(Street,City,State,Zip): E-Mail Address 4385 fleet rd. Blaine Wa. 98230 bobrepairl@gmail.com *All Contractors&subcontractors must have a valid City of Contractor's License# Exp.Date: Anacortes business license prior to doing work in the City. bobsrs*029ia 5-9R-18 Business License#: Exp.Date: Contact the City's Finance Department at(360)299-1968. Is this work,associated with another project? Yes ❑ No V If yes,specify: PROPOSED WORK: change out 4 existing york rooftop units.3 exact replacements,1 needs curb adapter beacuase footprint has changed. . All units have economizers, 2.5 ton 3 ton 4 ton and 5 ton air cond.with gas heat. input=75, 50, 75& 100,00 btu I declare under penalty of perjury that the information 1 have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to th City of Anaco es. Print Name: 0, C. Pt t _ Owner 0 Agent'El(specify):C`41'krA-04 r Signature: Date:e- 1 `7 411` ,CjtZ::_: City of Anacortes Invoice/Permit#: BLD-2014-0417 904 6th Street Due date: 09/15/2014 N.`" P.O.Box 547 Issue date: 09/15/2014 Anacortes, WA 98221-0547 Expire date: 03/13/2016 �,�r�y (360) 293-1901 Job Address: 1005 COMMERCIAL AVE Permit Type: Mechanical Permit ANACORTES WA 98221-4186 Project: APN: P54957 Remarks: Gas piping for new water meter location and relocate existing ducting. Owner: LINDE JOHN 0 Contractor: DKS, INC Address: PO BOX 542 Address: PO BOX 886 FRIDAY HARBOR WA 98250-0542 BURLINGTON WA 98233-0630 Phone: Phone: (360)474-1333 License#: DKSIN**180CW General Information: Fees: #of Gas Piping 1 Mechanical Permit Fees 38.90 #of Other Mechanical Units 1 Total Calculated: 38.90 Deposits/Receipts: 0.00 Total Due: 38.90 u -4 -oICI ){ -o / ) f'1 ri- I Ili C.) r- '--° rt' o C — ¢. 3E W —1 m r- ,"{ •is• r rP _ •:4M P. " '-4 'I+ If' tt• np :1' 1 �{ 4: f if r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHINi;+180 DA S, O Ir CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I; COMME1IICEITI HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PIVVISION OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR IOT, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER XTAT LOCAL LA REGULANG CONS RUCTION OR THE PERFORMANCE OF CONSTRUCTION. ` j '+d {ij 17 P••J P'•� I i5 �'�.tusL ��Gc X. SIGNATLRE OF OWNER OR AUTHORIZED AGENT ISSUED BY �'