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Home My WebLink About312 S Lincoln St - Building .~. ~~ CUPANCY .' City of Port Angeles, -.':' Building Divisiori , ir- __.... This Ce ificilfioft, iSS'!fcl pursuant to. the requirements af Sectia 109 af the Unifarm cuii41'n~ti!?el c~rti.liiri~ tlJal/F the tj'!!e .tJli~!uf!n.~~ this s"iucture was in c mRlia~i:~.:~!t'lthe\~~~ys ~\1i!lf!!lge_S o.fth?;€~~:[.l!!~!~~!l.g \Uilding I ! ,', 'C; ;,~.:'canstrp.ctlOnor'use; Far {hefollo.wzng: . -' , 1]. ~ +~ . ~ I .. \ I ~,\. ~- A ..... .'-___ ~ _~ ~ ' Use Classification FuelSSt~iiori :'.irli{Jding pemrlt NQ.: 53' "~" 'B~si1iess Name: 'Safeway Gro'p E-3 , .~.. - ';"C'M"'h~1 V:N \. . . . .' . .u~~'. , GSD OwnerofBusmess Safew~y me. #1448 Addres~: C/O CPTS.Walnuttreek. CA 9.1596 BUlldmgAddress 312 Soulh ~in~oln Street ~ .... ,:.'. '. . Port An~~les. 4 98362 lr 18 2003 p Shall not be ous place. uilding Official. I td~ ~ L -=:o..>r ~ "ltii:~'" CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000406 Date 10/16/03 312 S LINCOLN ST 06-30-00-0-0-6900-0000- SIGNS 7800 Owner Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHINGTON DC 200052707 HANSON SIGN CO. 1533 SHOREWOOD DR. BREMER TON BREMERTON (360) 613-9550 WA 98312 tAl - ~ Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL SIGN PERMITS 2-CANOPY & 1- POLE SIGN HANSON SIGN CO. 68.90 Plan Check Fee 10/16/03 Valuation 4/14/04 .00 7800 ~) ~y , \' ~Z ~ S f~ Qty 1.00 2.00 Unit Charge Per 35.3000 ECH EL-COMM-1ST SIGN 16.8000 ECH EL-COMM-ADD SIGN Extension 35.30 33.60 Fee sununary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 68.90 68.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 68.90 68.90 .00 .00 ~ t ~~ t ~ )t~, ~, C -' ,',r )' )l , / 6 ....., J Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities. private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of.180 days atter the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether speCified herem or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. . Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T.\PLANNING\FORMS\1102.1S [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS - YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT /I ROUGH-IN I - PLUMBING - UNDER FLOOR I SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING FRAMING JOISTS I GIRDERS SHEAR WALL WALLS I ROOF I CEILING DRYWALL T-BAR INSULATION . SLAB W ALL I FLOOR I CEILING I I . . MECHANICAL HEAT PUMP WOOD STOVE I PELLET I CHIMNEY HOOD I DUCTS PW UTILITIES I SITE WORK (Engmeenng DIvIsIOn) SEPARATE PERMIT /I's WATERLINE I METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT /I's SEPA- PARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 4 I 7.4735 ELECTRICAL / p h,hJ rf7;; LIGHT DEPT , CONSTRUCTION R W I PWI CONSTRUCTION - R.W ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 4 I 7-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T"\PLANNING\FORMS\1102.15 [412002] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001059 Date 10/29/03 312 S LINCOLN ST 06-30-00-0-0-6900-0000- ELECTRICAL ONLY COMMUNITY SHOPPING DISTR o Owner Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHINGTON DC 200052707 MES DATA COMMUNICATIONS 2939 4TH AVE SOUTH #101 SEATTLE WA 98134 (206) 340-9300 Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL ALTER COMMERCIAL 52.00 10/29/03 4/27/04 Plan Check Fee Valuation .00 o Qty 1. 00 1. 00 Unit Charge Per 40.9000 EL-LOW VOLT SYS <=2500 SQFT 11.1000 EL-LOW VOLT SYS >2500 SQFT Extension 40.90 11.10 ~ ~'- g~~ -\ \(A \. " Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 52.00 52.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 52.00 52.00 .00 .00 "- ~ ~ 1; ~ t ~ t ( CI\ i Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void If work or construction authOrized is not commenced Within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or If required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing thiS type of work Will be complied with whether specified herein or not. The granting of a permit does not presume to give authOrity to Violate or cancel the provisions of any state or local law regulating construction or the performance of const'uc,? (rL..1 " ~O!2-"1luS Signatu,e Offt::ctJJ' 0' Aut"onzed Agent Date Signature of Owner (if owner is bUilder) Date T \PLANNING\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEP ARA TE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR/ SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I T FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA L-fr PARKING/LIGHTING ESA- IN.5I"~ LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL 1J*1;t.J L -:;: . LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W 17 -, ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\II02 15 [4/2002] ".. rf ~bl:)T ,J.,,- ~.J,~~~ ~ .... -=- ~ ~~ / CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 32\ EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Property Zoning . . . Application valuation 03-00000053 312 S LINCOLN ST 0630000069000000 COMM NEW CONST Date 4/11/03 750000 Owner Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHINGTON DC 200052707 SAYBR CONTRACTORS 12115 CANYON ROAD PUYALLUP (253) 531-2144 NEW SAFEWAY FUELING STATION TYPE V NON-RATED REPAIR GARAGES NUMBER OF UNITS INC EAST WA 98373 Structure information Construction Type Occupancy Type Other struct info 1.00 - Permit BUILDING PERMIT - COMMERCIAL Additional desc e>J Permit Fee 4444.75 Plan Check Fee 2889.09 Issue Date 4/07/03 Valuation 750000 - Expiration Date 10/04/03 ? Qty Unit Charge Per Extension BASE FEE 3257.25 250.00 4.7500 THOU BL-500,001-lM (4.75 PERK) 1187.50 Permit CONCRETE CURB & GUTTER ~ Additional desc Permit Fee 145.00 Plan Check Fee .00 () Issue Date 4/07/03. Valuation 0 Expiration Date 10/04/03 Qty fUnit Charge Per I i --------------\------------------------------------------------------------- Permit .,. . . MECHANICAL PERMIT Additional' desc Permit Fee Issue Iiate Expiration Date BASE FEE Extension 145.00 ")- '- 69.05 4/07/03 10/04/03 Plan Check Fee Valuation .00 o s o \) ~' Qty Unit Charge Per Extension 47.00 14.80 7.25 BASE FEE 1.00 14.8000 ECH ME- INSTALL 100- FAU 1.00 7.2500 ECH ME-VENT FAN Permit PLUMBING PERMIT Additional desc Permit Fee 132.00 Plan Check Fee .00 Issue Date 4/07/03 Valuation 0 Expiration Date 10/04/03 Qty Unit Charge Per Extension BASE FEE 47.00 6.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP 42.00 1.00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 2.00 7.0000 ECH PL-OTHER BACKFLOW 2"- 14.00 r!j. ) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if cC?nstruction or work Is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. OM F/L~ Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date 1 \PLANNING\FORMS\1102.15 [4/2002] -'~~~r...~ .... t:O~", o~.... "--~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 .. . Application Number 03-00000053 Page 2 Date 4/11/03 Qty 1.00 1. 00 Unit Charge Per 15.0000 ECH PL- EA. BLDG SEWER 7.0000 ECH PL- EA.WATER HEATER Extension 15.00 7.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 4790.80 4790.80 .00 .00 Plan Check Total 2889.09 2889.09 .00 .00 Grand Total 7679.89 7679.89 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if c~nstruction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that' have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \PLANNING\FORMS\ 11 02.15 [4/2002] BUILI)ING PERMIT INSPECTION RECORD ....~~ '" CALL 417-4815 FOR BlJILDlNG INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS lINLA WFlIL 1'0 COVEll, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED, POST PERMIT IN A CONSPICUOUS LQCA TION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTEO COMMENTS YES NO - - S7Q-e- J ~tJ~~4-io y) ,4, e ,./ FOUNDATION: FOOTINGS V'" I <:/~/JJ- 0-; .1. L. <6 "IJ-I-O~ J.LL ~T] ~/-e.) WALLS FOUNDATION DR.AINAGE /()-t 0 -0;3 J<e-.L. .11t..l1 AP- .!,L ELECTRICAL (LIGHT OEPT), SEPARATE PERMIT./I 0 ROUGH-IN I PLUMBING UNDER FLOOR / SLAB -t-jH-O~ J.J- ROUGH-IN 1-u---o~ J.J... - WATER LINE .,/ Q' - T] _ ~'2.... r,T. - GAS LINE ..... BACK FLOW /WATER AIR SEAL WALLS CEILING I FRAMING / ~n:Ur11A; Ilt-S~to..., ~y (~i 0 s 1<- JOISTS / GIRDERS 9-1> J -0 It-- p. J, J--. SHEAR WALL V STv e.c...o .se-y-~...u'\ I (:) - 'J --03 f}f ~ J).. WALLS / ROOF / CEILING Ii n -/~___^ ""-> ...1. J DRYWALL T-BAR I, D -I.t].....(:)~ 1_\ IJ-, , INSULATION SLAB WALL / FLOOR / CEILING V' 1C1-!).,~.....{I)'2.. ~.T I MECHANICAL HEAT PUMP -' WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DiviSIOn) SEPARATE PERMIT /I's: WATERLINE / METER SEWER CONNECTION SANITARY STORM - .' PLANNING DEPT. SEP AM TE PERMIT /I's SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: - - - FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE h RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL - - LIGHT DEPT CONSTRUCTION R. W / PW/ CONSTRUCTION - R W. lif) J.. ,L, ENGINEERING 417-4807 PW / ENGINEERING -r.~ FIRE 417-4653 FIRE DEPT. I PLANNING DEPT. 417-4750 PLANNING DEPT. J I BUILDING 417-4815 BUILDING I;,... L I.a. J t).. ~ I I T:\PLANNING\FORMS\1102.15 [4/2002] f ~ORT ~ lO~~~ rGii 'L a;;;;..:w ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Property Zoning . . . Application valuation 03-00000054 Date 5/20/03 312 S LINCOLN ST 0630000069000000 DRA FEES PLUS INTEREST o Owner Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHI~GTON DC 200052707 OWNER Permit Additional desc Permit Fee Issue Date Expiration Date DRA FEES PLUS INTEREST 4978.74 5/20/03 11/16/03 Plan Check Fee Valuation .00 o Qty Unit Charge Per 1.00 4978.7400 ECH DRA FEES PLUS INTEREST Extension 4978.74 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 4978.74 4978.74 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 4978.74 4978.74 .00 .00 V\) -, {\J tf \"' - r ~ 8 ~ ,-S Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public Improvements. ThiS permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the proVisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is bUilder) Date Signature of Contractor or Authorized Agent Date T.\PLANNING\FORMS\1102 15 [4/2002] ,City Qf Port Ang~les Building Divisiori " /'- -'-.. This Clltijication issued pursuant to the requirements of Sectio 109 of the Unijorn;rlilding ~ode.,c~rtifYin8 t~t (It .t_he ~i"!e oj i~~u(Jn,~e this st,ucture was in comPliance ~!~~the\van..qys o"fiitani;<:s'oft~~ 0~:l~iulating 'iIding I < : ~ ,ponstry.ctlOn ot u{e. For ~'!..l!fq!lowm~: - -,-- Use Classification FuellS~~~!~m-",'-: ~utldmg Pemlit N~.: 53' ,'-"~,', B~'siness Name: 'Safeway , f Group E- 3 TYPe ~f ConstructIOn: ~ V - N ' Use Zone: ,as D OwnerofBusmess Safewa Irk. #r~8 Addre:~. c/o CPTS. Waln'ut treek. CA 91596 BUilding Address 312 SOl~\LincOln Street 'I' " J Port Ang~les. 4 98362 Ler182003 I ous place. uilding Official. I PREPARED 10/15/03, 12 21 42 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 312 S LINCOLN ST SAYBR CONTRACTORS INC NECA/PBTF WESTERN PROPERTIES 06-30-00-0-0-6900-0000- 03-00000053 COMM NEW CONST SUBDIV: PHONE (253) 531-2144 PHONE : --------------------~--------------------------------------------------------------------------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 8/14/03 JLL 8/14/03 AP BL6 01 8/14/03 JLL 8/14/03 AP BL3 01 9/03/03 JLL 9/03/03 AP BLWS 01 9/25/03 JLL 9/25/03 AP BLST 01 10/08/03 JLL 10/08/03 AP BURW 01 10/10/03 JLL 10/10/03 AP BL3 02 10/15/03 BUILDING FOUNDATION FOOTING BUILDING POST/COLUMN FTG see spec1al 1nspect1on report 1n f11e BUILDING FRAMING fram1ng 1nspect1on for k10sk th1S lS a part1al frame/ trusses to be 1nspected on complet1on/] 1m BUILDING INSULATION WALL/FLOOR BUILDING STUCCO SCREEN Stucco screen by SAYBR Construct1on PH# 206-730-8487 10:30 A M Wednesday. BUILDING RETAINING WALL Reta1n1ng wall foot1ng Terry 206 730-8487 10 OOAM Fr1 the 10th BUILDING FRAMING Pump stat10n canopy Fram1ng/cover Terry 206 730-8487 COMMENTS AND NOTES --------------------__________________ Gifl-lO L ,- '&fL j G; c}J z; ) 011 S}O :, G~l \ 1--'1 b oVc- ll. {)N 1 10/15/03 PREPARED 10/21/03, 12'08 22 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 10/21/03 ------------------------------------------------------------------------------------------------ SUBDIV: PHONE . (253) 531- 2144 PHONE ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 312 S LINCOLN ST SAYBR CONTRACTORS INC NECA/PBTF WESTERN PROPERTIES 06-30-00-0-0-6900-0000- 03-00000053 COMM NEW CONST PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/14/03 JLL 8/14/03 AP BL6 01 8/14/03 JLL 8/14/03 AP BL3 01 9/03/03 JLL 9/03/03 AP BLWS 01 -, 9/25/03 JLL 9/25/03 AP BLST 01 10/08/03 JLL 10/08/03 AP BURW 01 10/10/03 JLL 10/10/03 AP BLTB 01 10/15/03 JLL 10/15/03 AP BL3 02 10/15/03 JLL 10/15/03 AP BUILDING FOUNDATION FOOTING BUILDING POST/COLUMN FTG see spec1al 1nspect1on report 1n f11e BUILDING FRAMING fram1ng 1nspect1on for k10sk th1S lS a part1al frame/ trusses to be 1nspected on complet1onIJ 1m BUILDING INSULATION WALL/FLOOR BUILDING STUCCO SCREEN Stucco screen by SAYBR Construct1on PH# 206-730-8487 10:30 A M. Wednesday. BUILDING RETAINING WALL Reta1n1ng wall foot1ng Terry 206 730-8487 10'00AM Fr1 the 10th BUILDING T-BAR '0/"/" ~ -------------------------------------- COMMENTS AND BUILDING FRAMING Pump stat10n canopy Fram1ng/cover Terry 206 730-8487 BUILDING FINAL F1nal Safeway Gas Stat10n Terry 2067308487 BL99 01 NOTES ---------------------------------_____ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: ,/ INSPECTION NOTE : Inspected: Date CO \ Remarks: \ Date (p"f - /') ~ - 0'7, Time I ~ ~ ~. Jt1 Received bY..J;;t~ ~ person) Location of Work to be ~nsp.ected . :5~ v j:, "'''01 /e:Jf~"o--r,;:,~ Name of person requesting inspection _.~ _ Address of person requesting inspection Phone No.)b '1 01 {, { Type of Inspection (circle appropriate one): Permit No. (':J 0-3 Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other W ~ f.e+- 1- V\ II i-e..$' 'l- ()reS"S""H3~~ ~.7 Time~ By 6/---1.-L- w RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other D Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) PREPARED 10/08/03, 10 50 21 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 10/08/03 312 S LINCOLN ST SAYBR CONTRACTORS INC NECA/PBTF WESTERN PROPERTIES 06-30-00-0-0-6900-0000- 03-00000053 COMM NEW CONST SUEDIV, PHONE (253) 531-2144 PHONE , PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/14/03 JLL 8/14/03 AP BL6 01 8/14/03 JLL 8/14/03 AP BL3 01 9/03/03 JLL 9/03/03 AP BLWS 01 9/25/03 9/25/03 10/08/03 JLL AP BLST 01 BUILDING FOUNDATION FOOTING BUILDING POST/COLUMN FTG see spec1al 1nspect1on report 1n f11e BUILDING FRAMING fram1ng 1nspect1on for k10sk th1S lS a part1a1 frame/ trusses to be 1nspected on complet1on/]1m BUILDING INSULATION WALL/FLOOR ~ -------------------------------------- COMMENTS .-- BUILDING STUCCO SCREEN Stucco screen by SAYBR Construct1on PH# 206-730-8487 10-30 A M Wednesday AND NOTES -------------------------------------_ VGfotv ~etG ~A'U j/ u/c o CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date /0":" ([;-03 Time Received by kL/ (phone, person) Location of Work to be inspected 2/ :2 S c Name of person requesting inspection ~'f be~r- Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing tJ ~~c/L1 C.6vt.,~~ , Final Phone No.266730-BS'&? Permit No. .~ S Sewer Excav. Other.s 't-kCCo ~re.1:::.V\. ~ INSPECTION NOTES: Inspected: Date ID I t ~? I I Remarks: Time ~ By ~ RESTORATION REQUIRED . . . . .. YES NO . Wed lO:30A-1L\ ~r SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) PREPARED 9/25/03, 12 39 32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 9/25/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 312 S LINCOLN ST SAYBR CONTRACTORS INC NECA/PBTF WESTERN PROPERTIES 06-30-00-0-0-6900-0000- 03-00000053 COMM NEW CONST SUBDIV PHONE PHONE (253) 531-2144 PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/14/03 JLL 8/14/03 AP BL6 01 8/14/03 JLL 8/14/03 AP BL3 01 9/03/03 JLL 9/03/03 AP BUILDING FOUNDATION FOOTING BUILDING POST/COLUMN FTG see spec1al 1nspect1on report 1n f11e BUILDING FRAMING fram1ng 1nspect1on for k10sk th1S 1S a part1al frame/ trusses to be 1nspected on ~ complet1on/]1m 'C"~O'~~~~'I"IO'~~y~.~~~~'"'C"N:,::::::'::: :::::'C"'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PREPARED 9/03/03, 11.42 03 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 9/03/03 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 312 S LINCOLN ST SAYBR CONTRACTORS INC NECA/PBTF WESTERN PROPERTIES 06-30-00-0-0-6900-0000- 03-00000053 COMM NEW CONST SUBDIV PHONE (253) 531-2144 PHONE . ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/14/03 8/14/03 8/14/03 8/14/03 9/03/03 BUILDING FOUNDATION FOOTING BL6 JLL AP JLL BUILDING POST/COLUMN FTG AP see speclal lnspectlon report In flle ~ BUILDING FRAMING frarnlng lnspectlon for klosk ------------------------- ---------- COMMENTS AND NOTES -----------------------------------___ 01 01 BL3 ~~~\ .,.r G \/'\f\J~ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: 1 . "I Date 5/1!!J 03 Time JErYVl Received by L- ~~ ~~ ~}~ (/ Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspe' circle appropriate one): Phone No. Permit No. (]s~ - Framing Chimney Plumbing Final Sewer Excav. Other ~~I INSPECTION NOTES: ~ ~~f- Inspected: Date Remarks: Time By RESTORATION REQUIRED . . . . .. YES NO giN /03 O~ . " ,f fVl@?f 10/ sp"",-~ J J>-<<;,p. -10 Vb ~t+J ~~t--\- [ ~ Lk ~ ( ~ ~ . \.. \t1-..L~~::H-1 &Jc1 (~ Q - ,,-uJ U I J- :? L.o c. f4- A;oA.J ~ . \ ........... l' <T (3? 'Fc:o\:~ ~h~ II " DD (tYv1 h,L>;u4o~ ) :J- ;"c.~0l4 J-l c)'u SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel 0 Asphalt 0 PCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) " ~-~I<razaIl & ASS 0 C I ATE S I IN C. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION <';eptclllber 2<). 2003 KA Project No. 106-03100 Safeway ~lt liT'>. 1I1c. - ( PI1,>trllctioI1 Mr. Clark Cia) pool PO. 80'\ 8500 I Bellevue. W A 98005-850 I '1Ki b..~ u \V11E lUl fOCr 0 3 2003 I CITY OF PORT ANGELES Dept of Community Development RE. Safl.'\\a) #1...92 - Ga~ Slatiol1/Pt. Al1gd('~. W;\ Dear Mr Claypool ~ - In accordance with your reque<;t and authorization. the followlI1g test data are presented on the following reports. ? which are enclo<;ed: Aug 26 Welding Inspection Report No. 6920 ~ o Referenced concrete report:. and compres<;ive strength data will be mailed following 28-day tests. if applicable. )- g S' If yL)U have any questions. or if we can be of further aS~lstance. please do not hesitate to contact our office. Re,>pectfully submitted. ~.f~ Penn See I). Laboratory Manager Peninsula Div j"lon PS.jm Enclosure~ (L ( It\ o( I't ,\Ilgck, - MI lOlli' 11,1Chllkll; ".111\1 (olltl.lLlor' - 1\11 lod W.I\ll1l1C With Offices Serving The Western United States 2071~ State I!\vy 305 NE. SUlle 3C. Pllul,hll. WJ,hlngton98370. (360) 598-2126. Fa". (360) 598-2127 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697.1771 FAX (360) 697.7316 DATE 8/26/03 NO. 6920 PROJECT Safeway Store #1492 LOCATION Port Angeles, WA. CONTRACTOR Saybr CI OWNER Safeway WEATHER Clear, Dry TEMP. Ambient PRESENT AT SITE Contractor PERMIT NO. 03-00000053 TO Krazan & Associates, Inc. Saybr Const., Inc. City Building Official Krazan Job # 106-03-100 Requested by Krazan for A WS QC-l visual welding inspection of shop fabricated TS frame. Arrived at the site 0845 hours. Visually inspected fillet and flare bevel welds TS frame, 4x3 columns, 6x3 horizontal beam, A500 TS 1/41. Welding and fabrication by Lincoln welding, received a copy of welder's certification. Welder certified for FCA W, W ABO/ A WS D 1.1. Reviewed drawing details 8/S4, 12/S2 and General Notes on S 1. Findings: 1. All inspected welds ACCEPTABLE per drawing details, A WS D 1.1 VT criteria, marked VT OK 8/26. 2. Welding by certified welder, FCAW-G, E71T-l electrode wire. 3. Total of six welds inspected. Ken Havens, Senior Inspector, AWS/CWI, ASNT III lr/\ j ~~I<razaIl & ASSOC/A TES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 26, 2003 KA Project No.: 106-03100 Safeway Stores, Inc. - Construction Mr. Clark Claypool P.O. Box 85001 Bellevue, W A 98005-8501 RE: Safeway #1492 - Gas Station/Pt. Angeles, W A Dear Mr. Claypool: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: July 24 August 14 Concrete Report No. 4679 Concrete Report No. 4511 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~.f~ Penn Seely, Laboratory Manager Peninsula DIvision PS:jm Enclosures Cc ~lty of Pt Angeles - Mr LouIs Haehnlen) Sabyr Contractors - Mr Joel WaymIre With Offices Serving The Western United States 20714 State Hwy. 305 NE, SUIte 3C. Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 <!i1> ....... ~ r> "t- .... ~ ~ - -S Krazan &. Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Pour Date Project No. 1 06-031 00 Weather OVERCAST Cyl. Code P5151 7/24/2003 Report No. 4679 Permit No. 03-0000053 Jurisdiction PORT ANGELES Project PORT ANGELES SAFEWAY GAS STATION Location PORT ANGELES Client SAFEWAY, INC. Engineer Architect Contractor SA YBR --~----- , Field Data Site Mix Supplier FRED HILL Plant No. SEQUIM , Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # %Air Slump (F) (F) Wt. 9:10 391 17371 4.5 72 68 i Reported Batch Data Cement Type I & II Design Actual X Mix No. M3055 517 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 964 964 1297 21 GAL 320Z Columns I I I i lAir Ent. (ozlcwt.) I 40Z Water · Placement Area Footings X SlablDeck Walls Slab Grids CANOPY FOOTING 1,2,3,4,5,6 10 Admixture POLY Grade Beams Other Pilings Other Water Added on Job (gals.) Remarks PLACED BY CHUTE, VIBRATED, SAMPLED AT 9/27 YDS REBAR PER STRUCTURAL SHEET CS1 SAMPLED AT FOOTING 2 W/C=0.51 Items Inspected X Conforming Inspector S NYE 03101 Rev 1 Effective Date 11/15/02 The Informahon provided on thiS report IS prepared for the exclusive use of the chent ThIS report may not be reproduced," any format without the wntten permission of the client and Krazan & Associates Laboratory Data Cyl. Test Dia Code Date Age Dim. P5151-1 7/31/2003 7 4X8 P5151-2 8/21/2003 28 4X8 P5151-3 8/21/2003 28 4X8 P5151-4 8/21/2003 28 4X8 P5151-5 P5151-6 P5151-7 P5151-8 Remarks FR # 38499 Results Reviewed By((j--- Codes for Break Types: 1 Cone [gj Reviewed By .~ Y Design Strength 3000 Length Max. Compo Load Str. (psi) 46260 3,680 56630 4,500 56640 4,500 56310 4,480 Non-Conforming Date Specimens Rec'd. 25 JL Y 03 Tested Break Test Method Set # By Type JM 1 ASTM C39 X CA 1 C-1231 X CA 1 Other CA 1 Compressive X Flexural Test Results X Conforming Non-Conforming Area 12.56 12.58 12.58 12.58 2. Cone & Sph' 1;\1 Date Reviewed 'f57r 3. Cone & Shear l6i 4. Shear 0 5. Co'omnar (Sp';I) rn:J Krazan &. Associates, Inc. " . ' 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-03100 Weather SUN Cyl. Code P5304 Pour Date Jurisdiction PORT ANGELES Project PORT ANGELES SAFEWAY GAS STATION ~~tionPORTANGELES Client SAFEWAY, INC. 8/14/2003 Report No. 4511 Permit No. 03-0000053 Engineer Architect Contractor SA YBR I Field Data i Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 12:30 392 12 Site Mix Plant No. Grout Flex Beams I Reported Batch Data I Cement Type I & II I Design Mix No. Actual X M4060 559 Ungrouted Other Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 902 907 1373 22.3 GAL 34.20Z 6.4 OZ 50Z % Air Slump 4.5 Conc. Air Temp. Temp. Unit (F) (F) Wt. 76 75 I I I I I I I I I Other lAir Ent. (ozlcwt.) Water Added on Job (gals.) Sand Ibs. Water ; Placement Area Footings X SlablDeck Walls Slab X Columns Grade Beams Pilings Other Grids KIOSK A-B 1-2 RESTEEL CONFORMS TO 8,9,10,11, 13/S2 Remarks PLACED BY PUMP/HOSE AND VIBRATED. SAMPLED AT 9/18 YDS SAMPLED AT 1A W/C=0.43 Inspector J GORDON Laboratory Data Cyl. Test Dia Code Date Age Dim. P5304-1 8/21/2003 7 4X8 P5304-2 9/11/2003 28 4X8 P5304-3 9/11/2003 28 4X8 P5304-4 9/11/2003 28 4X8 P5304-5 P5304-6 P5304-7 P5304-8 Remarks FR # 9674 Results Reviewed B#J-- Codes for Break Types: LCone [g] Area 12.58 12.59 12.61 12.61 Design Strength 4000 Length Max. Compo Load Str. (psi) 53080 4,220 55350 4,400 63290 5,020 62450 4,960 Admixture POLY o Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 15AUG03 Tested Break Test Method Set # By Type CA 1 ASTM C39 X CA 1 C-1231 X CA 1 Other CA 1 Compressive X Flexural Test Results X Conforming Non-Conforming 2. Cone & Spht 1;\1 Date Reviewed {7 'jEP 3. Cone & Shea, 1;\1 4. Shea' I2J 5. Columna, (Split) ill] 03101 Rev 1 Effective Date 11/15/02 The Informallon provided on this report IS prepared for the exclUSive use of the chent This report may not be reproduced In any format Wlthoutthe wnllen permission of the chent and Krazan & Associates , PORT ANGELES FIRE DEPARTMENT PLAN RE VIE W Project Name: Safeway Gas Station Address: 110 E 3rd St Plan #03-5 I Com IX! R-ID I Date: April 9,2003 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. The following inspections will be required: 1. Witnessed pressure test of fuel tanks afer they have been placed. 2. Witnessed pressure test of all product lines and vapor return lines (this will include a soap test of all fittings). 3. Test of dispenser shear valves. 4. Test of emergency shut-off switch for each dispenser. Please contact the Fire Department so that we may photograph the excavation after the existing tanks on the property have been removed. Additionally, we will need to photograph the excavated tanks before they are transported off site. ReVIewed by ~&2C)- - () 0 \ ~ Building Department D File Copy Date L.{. Q". (/) 'S FP - 22 Page 1 of 1 .. ~ PORT ANGELES FIRE DEPARTMENT PLAN RE VIE W Project Name: Safeway Gas Station \ Address: 110 E 3rd St ) Plan #03-5 I Com IX] R-ID I Date: April 9, ~003 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. The following inspections will be required: 1. Witnessed pressure test of fuel tanks afer they have been placed. 2. Witnessed pressure test of all product lines and vapor return lines (this will include a soap test of all fittings). 3. Test of dispenser shear valves. 4. Test of emergency shut-off switch for each dispenser. ~ Please contact the Fire Department so that we may photograph the excavation after the existing tanks on the property have been removed. Additionally, we will need to photograph the excavated t~nks before they are transported off site. \ Reviewed by ~~.~ () 0 \ Building Department Date 1..1. 0.. . (/) 'S [J [J File Copy FP - 22 Page 1 of 1 ~ Q.o~'t(l...P. <:---c~ ~~I<razan. & ASSOC IA rES, IN C ~ GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 4, 2003 KA Project No.: 106-03100 !R1fE(GfE~~fE~ r AUG ~ 72003 I CITY OF PORT ANGELES Dept. of Comm~'2!.~ Development Safeway Stores, Inc. - Construction Mr. Clark Claypool P.O. Box 85001 Bellevue, W A 98005-8501 RE: Safeway #1492 - Gas Station/Pt. Angeles, W A Dear Mr. Claypool: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: July 24 Field Report No. 38499 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: City-of Pt.l\ngeles ~Mr;-LotiIS-Hiii~hnlexg Sabyr Contractors - Mr. Joel Waymire With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 · Fax: (360) 598-2127 ~~KrazaI1 & Associates, Inc. GEOTEOiNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TES11NG AND INSPECTION FJELD REPORT NO: 38499 DATE: S-~Iy 2- ~ ~5 PROJECT #: {O G - O~ loCJ PROJECT: P+~eles -SQ.~f~lA.'t G c:t.S Stcd-c'dl'\.. lOCATION: P~r{.. Ai\.J ~(es KRAZAN PROJECT MANAGER: J ~ CONTRACTOR: S<A."( br JURISDICTION: (-'-I- i<1:,,&"(~~ PERMIT#: 01- Ooo~ S""" INSPECTOR: 7:>VJ'4- WEATHER: OCLJ. ~+ TEMP: G g (j C) 1\ S ~i-'e.. a +- "8~-:1" ~ For t Dille' f€.JE- ~V\ cA. t"'~ betl"' R~- ....,.. ~ ~ COO,"" fl. ~ (b",,, _:5 "L~~ S {Jtttc;' F <el' :+ Ui".:II. IJ ~ 5 C- S ( [1 J'ft"-U~~ t..lJ~s COi\.fCr I"1.C~;) 1--a ~c--,tc..v~..C See.. C R t1&J 1'1 J' ".:::. r eC- -hOlt.. 9 /""a.A-e l::t 1U;l To tl1e best of my knowledge. tl1e above@WAS NOT performed In accordance wrth tl1e approved pia specrfications. and regulatory requirements. Superintendent/Representative: Technician: (253) 1500 (360) - 6 (425) 19 (360) 2 00 215 West Dakota Ave. ClovIs. CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave #8G, Modesto, CA 95351 545 Parrott St. San Jose. CA 95112 123 Commerce Circle. Sacramento. CA 95815 4221 8ncke/lSt. Ontano. CA 91761 RC'VtSlon 0 Effect,.e Date 8116102 The InfOrmatIOn proV1dcd on thIS repon 1$ prepared for the exclUSive U$e of the chent ThLS repon may not be reproduced tn any (Onnal Without the wntten pemusslOn of the chenr and Krazan & AssOCI31CS (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 277-2200 (916) 564-2200 (909) 974-44()(J ISO/-15th St. NW SUite 106. Auburn. WA 98002 20714 State Hwy 305 NE SUite 3C. Poulsbo. WA 98370 19501-I44th Ave. NE #F-300, Wood/nvll/e, WA 98072 12816 NE 95th St. SUite 8-100. Vancouver. WA 98682 ~~I<razan. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 4, 2003 KA Project No.: 106-03100 Safeway Stores, Inc. - Construction Mr. Clark Claypool P.O. Box 85001 Bellevue, W A 98005-8501 RE: Safeway #1492 - Gas Station/Pt. Angeles, W A Dear Mr. Claypool: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: July 24 Field Report No. 38499 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, 12--.. j'~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: City ofP!. Angeles - Mr. LoUIS Haehnlen ~abyr G9ntra~ors=310oeI WaymifeJ With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 · Fax: (360) 598-2127 Z'"..r'!! ~ .: ~ azaIl & Associates, Inc. GEOTEo-tNICAl ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 38499 DATE: 5-,,1 y 2.. ~ 03 PROJECT #: (Of, - 0';3 loC) PROJECT: P+~eI6 ~'" r.:;,."~lA.'( G cu Stcd-t:'ds-\.. LOCATION: P';rl- Ai\.J l!' les KRAZAN PROJECT MANAGER: J ~ CONTRACTOR: SC\..'{ hI' JURISDICTION: f'~ j1.~-e{e~ PERMIT #: 01- C)OOC) s-: INSPECTOR: 7JV J'4- WEATHER: 0 c:.L( ~+ TEMP: G 8" 0 CJ 1\ S ,'i-e... a of- '5::3" ~ For ~ DvtC' ".e.,-f-e- 0..."'- d ~~ bell"' J"' ~< r ~C.;h61'L.. R~~- <d,,~~~o:e- ~ (be.!' -<;".:.Lr.d~ ~,...A" &tM{ S(J.1{CI F'e.1' +UfI" IJ ~ 5 C- S l [11<t^Ut"-~ ~tiS COi\.fC, 1"'1.(~ ~ ~~./tCAf"=l,( ~ e e.. C R 4" 7er To the best of my knowledge. the above@wAS NOT performed In accordance with the approved pia specifications. and regulatory requirements. Superintendent/Representative: Technician: (253) 1500 (360) - 6 (425) 19 (360) 2 00 215 West Dakota Ave. ClOVIs. CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave. #8G. Modesto. CA 95351 S45 Parrott St. San Jose. CA 95112 123 Commerce Circle. Sacramento. CA 95815 42218r1ckeIlSt. Ontono. CA 91761 RCV1Slon 0 EffectIve Dale 8/16/02 The Information proV1dcd on thtS repon IS prepared for the cx:cluslve use of the chent nns repon may not be reproduced In any fOrmal Without the wntten pc:musslon of the chent and Krazan '" Assoc:latCS (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (909) 974-4400 1501-15ff1 St. NW SUite 106. Auburn, WA 98002 20714 State Hwy 305 NE SUite 3G. Poulsbo. WA 98370 19501-144ff1 Ave NE #F-300. Woodinvllle. WA 98072 12816 NE 95ff1 St SUite 8-100. Vancouver. WA 98682 " '~it~\viix'D/'-" .,,',~' :~~:P~7it~;d} ":E\~.vi~:~ ~:~~~;,; ,', I ,:,~. " , P~ant-No, t~!~(l" "':t>~eritTypel ~';:,' :; ..':.~:' C', . '"'7:"':l i ":,; Flex Beams D > . Q -.:.~-:-: I ",' , DeSIgn " , Aqru;;!ll, -, < I"I'~' . "'D c',' ".'- , i""',."'I" " I' Oth'e'( " ' . ',' , " " .........:...,.:::W l . , , N 1../ .' ,.1 I ~ _ '. 'l. .' Cone. Air '. " . ' ., '., c:~,o i . ,/, .~.ol t:: ~~'.JI ( . Temp. Temp. Unit" al!I.los. ' " -l ~.~ ~ ',...:I _, . . {F) (~) , . Wt , F. A~h fbs. I, ", . I L ,,,. '. :-~~l J ~ ,: I~~I' I ,~". 'ESJ"; "":':':"I\:',''-~~''':'''');:'''' Lfu'~'" '"",-'" > t .,C.agg:lbs. .'~ I' C":; :';.:J I 'v . ,~ 1~'o....-""""~ll"'" ''C.agg,lbs.2.''"." ,. , l":">>' "Jf~', l . r---"" ;--"-~' , I 1 ~, ' 'GJ . C agg: Ibs.3 , ,! r . . , .J t ,> Grade Eile~m.s ",', .J..",' " ,.".....,.., ,~~ ~~,.; 't ,~,' , , D' - '. San'dlbs. j. ,'" ll~: /'... 1',) : rl'...., , Otner',. ~ ~L_..,.._...:l 'j'" .' Water ,.' I '"" " 't:-J \ '" 'J ,r ,0"', ,~'~~ 1',:/:" . Admixture "~ , . . ,J, ;.' J I :. '"", ~' : ' -,,' .,f "~--i!-'l'" !. ,l- ~\:t.. '~,;',,,, -",.', ' 'P:.:, .:'. :~.J~ '-I i'~""""Il1:' (I.' . "<~'"',' OLI,er" . ",.-.., , t f . '. -1 ~ ~ '''' ~,,' '''J t ~~'~ . r ' _ ' " ." I ~_w.='~"\" ' <l~~:.(o.ZJ~wt.)"". :'" l ',:':_~~~;~ -';' I vVats( A?~e,d ~~ J:j~ r-':-. -:-( ,J ,,< r~ai I I. ",' "," \' ','-', I 'l' \.'" \. ~ ~.~_.-;(..i7,....~........"r. f 'l~ ... ~ , - -~';""""~~, 1 , .t,,1\1~1Y""""~ 1 "',~ 'n,.. """ ~ .....de- t"'~ ,I , ~ i .t.~p~' {J .:.:~~ io.': "~b;';:"'~{.,".oA~~P~2 ~,~~, ~ r!: ~ ,-' , .1 ~~, \ . ( L'" ! ConfOi."lli';;, , : . '-, '. "'. l r--;",' ',,: '^' >"".:,~," i;':(A,J .,' ~ 'll\$p'~Cfq($' "!\.' - ,'$,'91: ',;: -',,,:,.' .;,:" -"I,' .:",: I:' R'.~Vi~wed BY' 'I ',' ,I, ~, '"" 't' " :! 1'ldi'i~C(,j"7d\;P"if.~"}' !';". f ., _Signatl:lre.'_<,.:J.--.yjJt~... . :;" ." :'~~~~.~~'_'_"'! " ..~ .' - ." ~", ~ , c. 1i . ~ 7~ ......_.......~ ~ , I ~fa1~iP!rat~irsr')~'a\~tID~"":... ,', >: ' Design Strength i,,,s~:-:::,!, :.-', '1,., .' DateSpeClrn:ens f{€c'd ',L2~~,_j :,j - . Cyl.' , . 'Test ,FIeld '.":' . . Max., Comp, , Tested 8reak .ffu-:-:---::-:-:-:-:-;~;-rr": ''''Code', ,Pate "Cure' ~ge. ,Dim. "Ar~a LoaJi , Str. (psi) Se.. #. By ,type' 1 .: ~~'C:: J'vt~i::;;" .J".;;, ,.I::. i, :'I'~'\'-' rl<':-vj:'~J I:'Dj,~, (C~;t?trf ,'," II 1("" '10 ' :. 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'r " " '" ..-v> '-', w' ," ' l- "l'>, >;-,,>:'j-" (,':,<'"1 :,;,. 'I ,:" . I., ~ "','.' ',.' : c , r..: '~, .,1'1 . . I, 'I , r.'> . _! . I' .-. ' t l\i""l,,:,"i"~ (,~"",,- , 1.' '': l~~S~ltsR:eVie~~p'B~ ~>', , " Y',!.' ';", i: r-: :: ..I. ,.. D,a~'R~Viewed~. "<: :. L~,,\ :1: 'V.I, ~ ~: ';',J:. ~.:,,?' ~~:~r:,::;." "',31. .' '> ..L -~ -.. ..."'_. "'- 1''''''''~>. ~~, y.. ~ l/ 11' i ~ '....-., -, .", " ",~t. ~ -.- ,Il~' '~:;"':f ''J ,,;~(':',!;:/ ';:" '; ":;., .:; ~;'"r~' Li{t~11:' & ~A S' s;o C 1.8;,;t e S\- ,Jr. c: c~'f ,: .';' " "" " (":'Gl20t~cH~ICAl'ffid~'EERI~G".ENVI~oNMS;;~A~ EN~II'-iE~RING . , " " '. ,,~ CONSTRucnONTESTINGANOINSPEcrlON ~ NATURALJ~ESOUf\CES/WETlANP$, ' ~ J' u. .... '. j. ~ ~ I " .~"., ,.." t~, ,.. t ~ '.r-:J7" " ". "C"' '[' :~",' "'/.' ' , ,. !":: . ,~, , . ' -' ~ I ' ~'. ; f " ~P~~:Q:-EiE' 'C;~~~~:'~~ ~~~;:,: ~ " ' CJU~~STRAD'C' CT'~QaN~: , ~~;~ ,;1':~ !"_ " ~-- .. -~, , .. I,) I-~I'; y . -'r''''';. "- '.J'~.}-" :i~ \',.. ::~ ,.,-....~ ," _. t.-.., ,f'\i, '.t., l'~...... ....:'~-)~I'" ,r;..._~;J'l ~:"',:.~t~ ~ ~_~__ 4'.....(...;;l.o.' C . '"" ._1 j, .~. .,10,~, - ~ "C ' ~ (, - . 1. -/.' J- ~. -", '< ,~::- '. :~~~"<:1,;:,:~.':.'.:.,_::, ,',' " ':Rf;~bJECt:':d7'~~-;;"> :~~~<:g.'J~" ;:::~/tA.I'::';'r.';h>~ '~',>yq.::'P;ERM'l!+t;~':,,~,/,~;~; (~,'0;';':';;,l:;:~ ;: " ~,.~__';'~__' C~IEN1:,' S~:,~",\9- ~:,' .: 1:'(\~.. ,:' ' INSP'ECTQR '-':')i["~~'P.~~, ; ;" ~'J'~ "-_~ :, '~,,;,~-.;2,.:~c.,.,;':_' .,' K'R.AiANPROj'ECTMANX&ER; ,1~"r13 ", \IVEATHER::()~;~:'<;2~:." \', ':'TErviP:,(-C'.{'.t!i'~>:' '" "\.' : rr~$B~ (Q)~~<al ..::, .. :'.' ',. ~', ,'. , SUPP1~e~ J' F :'< .,~" ,...,,:' :'" I,..' Concrete I':~ I '. M~ria~ 0 . . ~rput 0 ": ':"8~I~ms D' "'~' ,Grouted ";"'(.. "I ':'~~' ungr:~uted -0 ," : '"' c' ,"V ~ "," ~1,-" . :'~,",'"''''~''''' ,_.. _...~~"~~~;~'~.~:, :'. '.,: " ; I ~- '"" ,of'll' 'CQi~~'RETE - ',~ I~;~'.y.~ ..::..~~ ",,','-:::,!.:i~~c>,.':',,:~,..'~.,,:~.,';::', ~EP~RrNP.: '~1b'~',:;~'." .' !,.' ..':,: ~', \. .. '...... r Il -< /.... 't,' i~' '. , , ','t" ,- . ,t~ . I '\''''~ h , " ...,~ ,. ..Ii> ","- (, ~, ~ Time 'Truck # 'Treket#,', , % Air' , , : '~'I 0: fO' ". ; 1'1';'" ;-,-.:' <.:: ;1'11''7'<' .; , ;, ;-'j' :., } " t ~ t . ."~ 1 t <~ . ,'.,1 ! 3'! t I, ~ , ~. \ ~ ""', "-" " . , -: "'SPO'croe~~~'Q'J~'~'W~~': _, _ <~, ':' <~: F60ilngs.r.b" 1"<VJ~II~ /".' I CoNmn~ .0 "~la~tDec~' " ,,' .Sl~b D i; Pilings D ".:,'..it :', r'" ;'-,," ."'::; :,' > ~ ,~,':'~:', . ~:. ?nds L Of'it.'r"''{'. ';--f"O ' i :.- ~~' S G:? : Sl~mp It (' . :'ttJ:v . \ ~ I <(~~~.~ ' . I _.~ " , ,', ., ." .,:.: '" ~ "~,{ " , \) , . ! . l' , " " , , " r" ~~l < Remarks 1'!-U",;, .,:,.,.[ '?y ~ k~.:.;",f" Qi'\("{ U'-'~"'u f~c:A. ,\ ' , . ","' .. '1, . '...: t;,.. '" .'.,,) , ' ,"'I " fl' "j ,,"," "'. .', .\ ",I f., ", ~:~;,,,,:":,'i'.CJlT,6j!t' 0 ;:;:'::'."L.,,) Y.(..n.;,'i't,- {/'~(<-:"t'~~ ,,' (l",..tJrl'"l \ <..q ,'.' '", ~ ~,4.,. ','1;_ i : ~ > i:: ~"'..",,-. .... '( t } \ <, -I ;.... ,#- ,."' _.; ,~, ';~"~:.$"".. ' '~,". r "" I: ~"I'.fl),.' It.. ,.. En\'...- (.' ,..;,(<.t"tJ,"''''' ':> VJ" 1 '\ ",,', ....V\~.i '~I 17,:' '.; 'f."'" '_' ....."'1.v l- -{'J . VI a. '"'' /;:~, '. ." ,,~ 'p :~:f.. .Y:'€P'y ~ iif.C-:;~ Y'0.' \~v. , ',;',',..:, ,~' ;' . (.,.fi ' !:', ~ ~':"'~ \'~t~~ >}~ (~~;):~ . i'_.~ - ~ ,~~ J.." '~..~ ~~~', ~ 1 ~ r ~{ _ ,~'fT"" ,_"'.,n,.,.. I,,!' " .. ~ . : ,.,... \ : - .. " , , ^, ' ; ; ~~., " " - '":> ~~ I<razan. & ASS 0 C I ATE S, I N GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGIN CONSTRUCTION TESTING & INSPECTION [E ~--1El-~-.'-~--:O::'\ I' - ..,11 ~V 1 9 2003 j , CITY OF PORT ANGELES Dept. of Community Devolopm(lfll November 17,2003 KA Project No.: 106-03100 Safeway Stores, Inc. - Construction Mr. Clark Claypool P.O. Box 85001 Bellevue, W A 98005-8501 RE: Safeway #1492 - Gas Station/Pt. Angeles, W A Dear Mr. Claypool: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: September 19 Concrete Report No. 4899 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~5~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc ~y-ofPI Angeles=,MI ~~lsHaeliii~ Sa15yr C<frilraclors - Mr Joel WaymIre With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 Krazan & :4ssociates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-03100 Weather OVERCAST Cyl. Code P5544 Pour Date 9/19/2003 Report No. 4899 Permit No. 03-0000053 Jurisdiction PORT ANGELES Project PORT ANGELES SAFEWAY GAS STATION Location PORT ANGELES Client SAFEWAY, INC. Engineer Architect Contractor SA YBR Site Mix , ------------+ -- -- - , ! Reported Batch Data Cement Type I & II Field Data Supplier FRED HILL Concrete X Mortar Prisms Time 12:30 Truck # 382 Grouted Ticket # 348 Plant No. PT Ungrouted Mix No. Design Actual X Grout Flex Beams Other % Air Slump 4.75 Conc. Air Temp. Temp. (F) (F) 69 68 Cern. Ibs. i F. Ash Ibs. I I I I C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Water Admixture POLY Unit Wt. Placement Area Footings SlablDeck Walls Slab X Columns Grade Beams Other Pilings Other I lAir Ent. (oz/cwt.) L Grids DRIVE SLAB BETWEEN ISLANDS Water Added on Job (gals.) 1 0 Remarks PLACED BY PUMP, AND SCREEDED IN PLACE. REINFORCING IN PLACE PER PLANS AND DETAILS. SAMPLED AT 6 OF 36 YDS W/C= 0.40 Inspector J MCDONALD Laboratory Data Cyl. Test Dia Code Date P5544-1 9/26/2003 P5544-2 10/17/2003 P5544-3 10/17/2003 P 5544-4 10/17/2003 P5544-5 P5544-6 P5544-7 P5544-8 Remarks FR # 31905 Results Reviewed Byr(i Codes for Break Types: Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 1. Cone 1\71 U M4060 569 902 907 1323 26.2 GAL 34.0 OZ 50Z Items Inspected X Conforming Reviewed B~ Design Strength 4000 Non-Conforming Date Specimens Rec'd. 20SEP03 Length Max. Compo Tested Break Test Method Area Load Str. (psi) Set # By Type 12.52 46070 3,680 CA 1 ASTM C39 X 12.61 51280 4,070 CA 1 C-1231 X 12.60 54210 4,300 CA 1 Other 12.56 53710 4,280 CA 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed ~ Nf7'J 3. Cone & Shea' ~/~ 4. Shea, 0 5. Columnac(Splll) D 2. Cone & Split I] 03101 Rev 1 EffectIve Date 11/15/02 The InformatIon provIded on thIs report IS prepared for the exclusIve use of the clIent ThIs report may nol be reproduced In any format WIthOUt the wntten permIssIon of the clIent and Krazan & ASSOCiates . , ~~~I<razaIl & A SSOCIA TES, IN C. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGIN CONSTRUCTION TESTING & INSPECTION o ~~~~\Yl[E N~UG 1 8 2003 CITY OF PORT ANGELES Dept._o!.~~m~lJnity Development August 13, 2003 KA Project No.: 106-03100 Safeway Stores, Inc. - Construction Mr. Clark Claypool P.O. Box 8500 I Bellevue, W A 98005-850 I RE: Safeway #1492 - Gas Station/Pt. Angeles, W A Dear Mr. Claypool: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: July 31 Field Report No. 38590 Particle Size Distribution Report - Sample No. P 5187 Compaction Test Report - Sample No. P 5] 87 Field Report No. 38623 - Density Report No. 4577 August 5 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questIOns, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~5~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enc losures Cc (City of'Pt Angeles - Mr tOUls-HaehnlenJ Sabyr Contractors - Mr Jod Waymire With Offices Serving The Western United States 20714 State Hwy 305 NE, Suite 3C . Poulsbo, Washmgton 98370 . (360) 598-2126 . Fax: (360) 598-2127 ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 38590 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: , i> J J;:/.,'1 ;1.003 PROJECT#~ lOb -03/00 PROJECT: fJO~T ANC6U:-s. St9-F-el..vI{,-/ ~ c.. '-/~ l,.OCAT ~ S~>>.4/ /A/""C, KRAZAN PROJECT MANAGER: c;r- ~ CONTRACTOR: cS'/rB Y ~ JURISDICTION: Cl Tv C'I"c :er 4-<-C''t5ZC3 PERMIT #: /l.;'1ff INSPECTOR ~r1 WEATHER: 1. TEMP: AJh , ,--)/TmPL~ DELlv~~ 12.i:=- P P-Es F ./1./7' /J- -r / ifF Av I Fk e..l) f/ttL /11 ,.:J-7E)eI"lL " (<;P/Y? ,tl'LE !~ c <)G-~"Jc:-:a PI 7 R-[(N, . / P~7o~ /<-Y6'C.,,'C I C"J N" j'\.( "'d,e KU,t / c?"u ~~( {~~7S. /Yl rr 7-s2 ~~ //'7 f> t,t; # ., .8 P6/S__7 ~\~ To the best of my knowledge. the abo~^f',..(ll vvA~OT performed In accordance with the approved plans. specifications, and regulatory requirements, Superintendent/Representative: ISO/-15th St 'w Suite 106, Auburn. WA 98002 20714 stat;;ff-lwy 305 NE SUIte 3C, Poulsbo, WA 98370 1950 /-/44th Ave, NE #F-300, Woodmvllle, WA 98072 12816 NE 95th St SUIte B-1 00, Vancouver, WA 98682 (253) 93~2500 (360) 5~ - (425) 48 19 (360) 254- 215 West Dakota Ave, ClOVIS, CA 93612 4231 Foster Ave, Bakersfield, CA 93308 7025 Lone Palm Ave #8G. Modesto. CA 9535/ 545 Parrott St. San Jose, CA 95112 123 Commerce Circle. Sacramento. CA 95815 4221 BnckellSt. Ontano. CA 91761 Rev1SIan 0 EffectIVe Date 8/16/02 The mfOlmatlon provided on this report IS prepared for the exclUSIVe use of the chent This report may not be reproduced In any fannat without the wntten pcmusslon of the client and Krazan & AssOCiates (559) 348-2200 (661) 633-22OQ (209) 572-220 (408) 27/-2200 (916) 564-2200 (909) 974-4400 - - - .. .. .. I I ,.... f\ I I ~ ~ : I '\ v I I " I ~ l'- , I I I I ~~ I , I I ! I : I i ~, I I I I I : \ I I : :\ I \ I '- ~ I I I I :1 I :1 I I I I I i 100 90 80 70 0::: W 60 Z u. l- SO Z W () 0::: W 40 0.. 30 20 10 o 500 % COBBLES 0.0 SIEVE SIZE 2.5 in. 2.0 in. 1.5 in. 1.0 in. 075 in. 0.625 in. 0.5 in. 0.375 in. #4 #8 #16 #30 #50 #100 #200 Particle Size Distribution Report 5 <D c: ~ .s 5 5 ~~~5~~~ ot o .. 000 0 g ~ 8 ~~ot \!1 __N 100 10 0.1 0001 001 1 GRAIN SIZE - mm % SAND 48.1 % SILT % CLAY % GRAVEL 43.7 8.2 PERCENT FINER 100.0 99.2 97.6 88.8 840 800 74.7 68.9 56.3 49.1 41.9 32.9 18.8 11.4 8.2 SPEC: PERCENT Soil Description USCS: POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM) PASS? (X=NO) PL= AtterberCl Limits LL= PI= 085= 20.2 030= 0.517 cu= 51.58 Coefficients 060= 5.98 050= 2.61 015= 0.229 010= 0.116 Cc= 0.39 Classification USCS= SP-SM AASHTO= Remarks SAMPLE#; P5187 REPORT#; 38590 DATE: 7/31/2003 (no specificatIOn provided) Sample No.: P5187 Source of Sample: FRED HILL Location: SCREENED PIT RUN Date: 7/31/2003 Elev./Depth: Client: SAFEW A Y, INC. Project: PORT ANGELES SAFEW A Y GAS ST AnON KRAZAN & ASSOCIATES, INC. Pro'ect No: 106-03100 FIGURE -_:.:....:;.,.;;..:.;~ \~--'....- .,.-, ~ . ~ COMPACTION TEST REPORT 4 6 8 10 12 Water content, % TESTING DATA 2 3 4 5 6 11500.0 11784.0 11746.0 6866.0 6866.0 6866.0 158.20 227.70 278.00 154.00 213.90 253.40 4.10 4.20 4.10 150 I I I I I I I I I I i I , ". ....1 I I ~ " I I .",. '- I I I i'.. I , I ...., I ~ 'I' I I i I~ .......... I I " " I .... " , " I I I r- I I I ! I I I I I I , ! I I I 145 't3 140 c. ~ '00 c: Q) "C ~ 135 130 125 o 2 WM + WS WM WW + T #1 WD + T #1 TARE #1 WW + T #2 WD+T#2 TARE #2 MOISTURE DRY DENSITY 2.4 137.2 5.6 140.0 8.3 135.4 ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 140 pef 135.5 pcf Optimum moisture = 5.5 % 6 % Project No. 106-03100 Client: SAFEWAY, INC. Project: PORT ANGELES SAFEWAY GAS STATION . Location: SCREENED PIT RUN COMPACTION TEST REPORT KRAZAN & ASSOCIATES INC. Curve No. Test Specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: Mold Size: 10 lb. 18 in. five 56 .075 cu. ft. Test Performed on Material Passing 3/4 in. Sieve Soil Data NM Sp.G. LL PI %>3/4 in. 16.0 %<#200 8.2 uses SP-SM AASHTO Material Description USCS: POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM) Remarks: SAMPLE#: P5187 REPORT#: 38590 DATE: 7/31/2003 FIGURE . ....'~. ~i.~~.:J:...:.' .:~~""':.'::':':"';, ~.:l.~'t!, :...:.:...._.~_ ..:..:.:-_.:.~~..~-:.!;:..:.___~:.~..::Z ,~:...~ ..::.:..'::r:..~'_~~b~:~~L--:'::' __.'_'.:::...'.- L{ .._i' ,,'_'_ _..t.'';.~i..~~~~;.L~~:.._::..h..~~''C-::;'';';'~~.&..J..:'..P>'" .''(.~'''''n'\'''''" '-~J:,-Hik"-"'J~.,. ,~\ -'::.'\ V"" ,(, "", :c.:.....:!.~~~_ ~ . ~KrazaIl & Associates, Inc. FIELD REPORT NO: 38623 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. <6-5- 03> PROJECT #: Lct:::, - 0"3> 100 PROJECT: t>O~ ~..:x:""'~..L~A "5;~~~'A'i c-..AS LOCATION: _ 0 ~\ _ p.,) _SL=- S KRAZAN PROJECT MANAGER: ~ B CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: 0A ~'i. ~ Co IUS"}. r='~ ~~cr.li.~ D. R \ci-tARPs.. C..L~AR.. TEMP: laC> ()~ ~~. A.s. ~crq"\.i\,~c::;;\C;:~ \"C'I ?~~~1,'YL D~DU~~'-{ \~, O~ \>\\~~~ F\.LL VY\l4.L~RlAL.. ~L-A:~~ ~~ l~":~(,~~D ~ ~~ A:RCA... <2_\<:- i='oR\N\. f- n L\ t;::> <;::.L~ S ,':\."-( '-( ~~ <:> ~ "'-- '"'I ~ t\.. ~ 1..-L. \" t~ R.?_<;.~ w<:;. 8::.~ \ ~ 'lG ~ ~L1 f / q 6'% Co liY1PAC:':"\ \,(JIU . ~EF_ D5=".oU$.~l.{\~~~ ~~s:~=#-Lj5tl F=oR. ~~S\ L.. 0 e. ~~a~ s.. ..p...10 \t:::> R $. 'S 0 L~ os ' To the best of my knowledge, the a~AS NOT performed In accordance with the approved plans, specificahons, and regulatory requirements. Suporinlenden"""'o""laIIve, TOChnIC~ ~~~ 1501- 15th St. NW SUite 106, Auburn. WA 98002 20774 State Hwy 305 NE SUite 3C, Poulsbo, WA 98370 19501-144th Ave NE #F-3oo, Woodmville, WA 98072 12816 NE 95th St. SUite B-lOo' Vancouver, WA 98682 215 West Dakota Ave, ClOVIS, CA 93612 4231 Foster Ave, Bakersfield, CA 93308 1025 Lone Palm Ave #8G, Modesto, CA 95351 545 Parrott St, San Jose. CA 951 12 123 Commerce Circle, Sacramento, CA 95815 4221 BnckellSt, Ontario, CA 91761 ReYlSIan 0 EffectIVe Date 8/16/02 The mformatlon provided on this report IS prepared for the exclUSive use of the chent This report may not be reproduced In any fannat without the wnUen pemnsslon of the chent and Krazan & AsSOCiates (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 277-2200 (916) 564-2200 (909) 974-4400 . , t ~Krazan & Associates, Inc. DENSITY REPORT NO.: 4577 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS ~- DATE: -~-O~ PROJECT#: \ 0:' O~\C~ PROJECT: \~C:>~~ p,.., f-,9,c ~ SA.~wA:.i GAs CLIENT: <S:.A.F~~A."< :J:.~ ~ KRAZAN PROJECT MANAGER: ~ ~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: c;:; A.?-,'-i~ Co ~ ST . ~~ A &Yb'V-$S o~ K\CHA~~5 C L~l4-l2:- TEMP:/Oo D SANDCONE ~ NUCLEAR TEST COMMENTS. D OTHER f"R.~ 3u,~ 3 LOCATION MAP N ft Curve Max Dry Opt DensItY MOisture ::.;- 'H-J I..L. rr i 7 K" , \i ~qO,d !':~~ Test Elevation LocatIon (Comments) Curve Mode & Dry Moist Percent Depth Density % Compaction Required 1 I E A';::;:' foil 1 '?,~;l - 95", 5" '15 -I 5c.. Su..'~ o \=' PR.c:l ~(ti\ A~.A ~/.-o :2 II ,-~ It 1-1 I" II II 1 ':2,4,'B 5~~ 'fh.l3 1I 3 II 'S.~. (1 I) II r' 1/ J?-'7,-;Z 5, '3 951 ,0' II 1-1 II H, \OS\< /1 I J~,(] ~.3 96z7 ~t' -- Map Location: o Attached 0 on Backside Gauge# Dally Avg. Std o Plans. Sheet # 0 see above Count DenSities 0 To the best of my knowledge, the ab~'WAS NOT performed In accordance with t~~.Plans. specifications, and regulatory reqUirements. Superintendent/Representative: Tec~ "\ ~ Curve Test Method: Dally Avg Sid Counl rrw:llsture G50 215 West Dakota Avenue ClOVIS, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave #8G Modesto. CA 95351 545 Parrott 51. San Jose, CA 95112 123 Commerce Cffcle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW SUite 106 Auburn, WA 98002 20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370 19501 144th Ave NE #F-300 Woodinvllle. WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 ~~ r e ~KrazaI1 & Associates, Inc. ~.Q c~ \Ai f8- Y ;tJ6 J cSJ,~J;bJ-'f FIt=LD f{EPORT NO: 38623 ~ GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION "- L )E: ~ -~ 5" - 0 "3> PROJECT#: 1010- C)3tOO PROJECT: %~\ A ...y~<; I ~_<:... SArEulA'i C,r\"S LOCATION: rO~ AlV6~LF<;' KRAZAN PROJECT MANAGER: -::\ \-:s CONTRACTOR: JURISDICTION, PERMIT #: INSPECTOR: WEATHER: ~A ~"i. ~ Co t0s:1" . r-o, ^ '-o-\'<f\ r-"\ ~s:- l s: <.,. f~. K lc.HARf">'S::. TEMP.' ]ee> c-..l ~1A.R _ C)~ ~'"\..s:. ~<;,. ~<F-q.\}. s:S\~~ -r~ P?=~O~l:Yl \) <r-~::::.." '-i '""Ts::.~ '-.. c; 11-...."- ~\, ~~ ~ F- \ LL IIY:'llAi$-R 1 A L P L A<'<:.r [-) ~"') 'f\""") r: 0 \tV)~(" c;. ~ \ l...1 ?R r5:S.~"'":T' A ~ C 1A... . f>'?=R..\tOR.\I~l\>= Ii""') L\ '-:>~ ~s:"l\"'( l~_~'~ ,-""-",\,, ~ ~LL ,~'"" R$~'--~~, f::!',.>~\~'\G Jl\~tJEJ e:,;:;~ COJ01PAe"'HGlJ,.). SE F D$" ~'S.. \\. 'i' -( E~ ~\:-\'~;: ~- :::ft L; S 1-' F' 0 R. ~ Z-.s\ l... 0 e ~ \. Co ~ "5..... -P--l0 \t'> R '> "S \,) L"-t" S. . ,To the best of my knowledge, the a~wAsftvAS NOT performed in accordance With the approved plans, speCifications, and regulatory requirements -........-...-- T h. r~" ~~~...., ,,~., ec mCI . _. \" <:':~....-- \\ \ .-J \. ___,-~ "._~,)\...~..:::.., Superintendent/Representative: 275 West Dakota Ave, ClOVIS, CA 93672 4237 Foster Ave, Bakersfield, CA 93308 7025 Lone Palm Ave #8G, Modesto, CA 95351 545 Parrott St" San Jose, CA 95772 123 Commerce Circle, Sacramento, CA 95875 4227 Bocke" St, Ontaoo, CA 97767 ReVISion 0 EffectIve Date 8/16/02 Th,. mfnnn:ltllln nmvl{if"n em thl, rl"nnrt 1<;: nrenHren for the exclu':>Ive U'ie of the chent This reool1 may not be leoroduced In any fannat wllhout the written pemUSSlOn of the chent and Krazan & Associates (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 27/-2200 (916) 564-2200 (909) 974-4400 7S07-75th St NW SUite 706, Auburn. WA 98002 20774 State Hwy 305 NE SUite 3C, Poulsbo, WA 98370 7950H44th Ave NE #F-3OQ Woodin vi/Ie, WA 98072 12876 NE 95th St SUite B- 700, Vancouver, WA 98682 (253) 939-2500 (360) 598-2726 (425) 485-55/9 (360) 254-3200 7= I I~ ~e-w.,..y ~'u (;; ( ~J-~.J- tc:TU.( DENSITY REPORT NO.: 4577 ~~KrazaIl & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS 3('2.. s l, k..c C. c) III.... ( ) Q -- o~~- O~ PROJECT #: \ (~Co. C)~ \ C c:.. PROJECT. \\ 'h~'""\: p..,~{-:/i?,L'Z-S ~A;;ewA"t CLI ENT: "'S.A f^ l' \.)..)A'1 :L yv Cl KRAZAN PROJECT MANAGER: -::\. \?> GAs CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: S /4 A.~'-( ~ \....0 ~\,) ~ . \~ (:, ~;z LE 'So DATE: :) O. \"'"'\ 'Cf-tA'R-~ S C L 'f-~ J?_ TEMP:/OO o SANDCONE R( NUCLEAR TEST COMMENTS: o OTHER fR.~ ~~~ '3 LOCATION MAP N fi Curve ....~~~. Test Elevation Location (Comments) Curve Mode & Dry MOist Percent Depth Density % Compaction Required ) -J'5c.. E-AS\ 't\U~ o~ rR~\.~~~ A~~A t I' 13'3>,( ~/() 9 -5~ 5' 9'5 .:2 " /';.....~. f , }, I ~ II II 1 '":54, ~ S,~ 9it?~ '3 0 3 " s.~, I' , , II " II 13 '7 t~ 5,73 9<25, G I' '-/ tt H.. \OS\< II 1,4,0 ;;.3 9---? II' t-:> i r " , ~ . Map Location: o Attached 0 on Backside O 0 b Gauge#;) ___ Oally Avg Std '} --, Plans. Sheet # see ~__~e ,?'- 0 Count DenSities p{.O I To the best of my knowledge, the abo;"i~~AS NOT performed In accordance with ~proved plans, speCifications, and regulatory reqUirements. 'erintendent/Representative: TeCIlQICia!:i:',,~=<~ _ ~~" ,,~) \ U \ ,. !"~_~-.oLr'" Curve Test Method: l '557 Dally Avg Std Count mOisture G~c 215 West Dakota Avenue ClOVIS, CA 93612 4231 Foster Ave Bakersfield, CA 93308 1025 Lone Palm Ave #8G Modesto, CA 95351 545 Parrott St San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St NW SUite 106 Auburn, WA 98002 20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370 19501144th Ave, NE #F-300 Woodmvllle, WA 98072 11913 NE 103rd Ave Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~- SENT BY; RHL DESIGN GROUP INC; ~ 425 746 6B36; APR -11 - 03 13: 40; PAGE 1/2 .. ~w-~~Il H L na~,~ , _GROUP INC A l{ C II I T It C T II r~ It (1 ENe, NEE R I N C lJ E N V I RON MEN T ,4 l. S E R V I (' Jj; 10 1550 I4U" Aile N E, Stt. IOU, Bollo,'uc, WA VIIUOJ T",~"hrmr. (J~J) 7.t6-J(,77 F"acHm,lc. (J2i) 146-(,0'31; Jrlhn ~y. .TlJhnunt, Arrl1r/C~f EHabl,~/..d J 9l;iri FAX COVER SHEET Date ~()3 Job # cr ~ J Phone: ' , q~~~ ~~/~Fax: 1ttJ;Tf11. tQIJ ~ Phone: (425) 746-4677 RHL Design Group, Inc. Fax: (425) 746-6836 ~~ #=- L 'f<:f2.. Pages (including cover) JteJr~ ~ ~ To: From: RE: MESSAGE: ~, ~ 00rL tR.. ~ tLevl~ l41J~.fc.M I ~.~r is. SJ.~ t'~ bY- 1rJY' V81'tt't.J1 uS~ -~ IF YOU DO NOT REC.EIVE ALL PAGES rNDlCATIW AROVE, PLEASE CALL (425) 74Ci-4Ci77 IMMEDJATELY. BDLLEVIJE, WA LA HAllRA, CA M/\RTINJ!'l. CA PUTAl.llMA, CA SACRAMEN'fll. CA SCOTTSDAl.E. ilZ VANCIJUVER, WA SENT BY: RHL DESIGN GROUP INC; V) C ~ ~ S j -::C j 0 3Z o ~ ,/'\ S ~ V $ d e9 , ~ ~ 0 ~ 2- ~ r- J., <; <.,.. tV '-.1 <; j ~- I ~ CJ ~ ~ 2. I ~ T\0 425 746 6836; APR-11-0313:40; PAGE 2/2 ~~ ' - am ~~-- 1 J ,; f ! ! =ii h ~ ~ I ! r a i : i Ilf lil j ~ i m I H r Ii Ii, : ;Ifld Ii I d ~ ~ ! I f !I ! Ir !; ,~ !r Ilri I n i i ! : ~ @@@@~@ ~@ @ ~~ @@@ --,... -~..~;;~ QI,~ ,5 I NO.L~", oIl'dH..~ h I 2 &:rEDlY JJlOd lr8H.t 3lI01S AY~ unp rJU~ I; - -- -ih, r . . l'Uj ;! l I. i i. 's f P i i i Ji.~' ,;1 ~ ~ t ~ ,Ii! f~r · i 1 If II il i I' i t ,0 .tal bd t Ii, I r IfH;: , J. JI :i I( . JilII; fb ~ f t : .1 n II ; 1'1'" . hi II · I . " iHf ~ , t t @ @ 0@) @ @ijl C'J@@ @@ @ @@ I~ . -"~-'-. .', ---_I ____ ____.. ..___ ___.....__________.______...____.. .._____. ____~ - ____ _________ 1338Jl8 N10,8Nll ,--~ 1 -- - -----8-r-. _~00.~~,E.' , ,orOH I i TI' ~'+ j ,I I In I tll~ r I I ~ el, Ilf ~'{ ~b r I ,. -~ ~ ComnTlJuity D'ev~,tO:p,nlen:t & P'ermits BUILDING PERMIT - APPLICATION Department of Community Development, Sui/cling Division The Building Permit Application must be filled out completely. Please type or print in ink. If you have any questions, please can 360-417-4815 Applicant and/or Agent: 1<)-1[... De::SI (--rH- C4I<OUP r 11-1 C-. . Owner: SAFJ;:2I^JAY Address: 11.2-1 I ].Lj7Y 5T/Z.~~T He CIty: B ~~I-~VU~ , /AlA ArchItect/Engineer: RI-IL- Dr::;s (("TN C'1R.OUP, IN Co. Contractor: -r; Be De::TE;:~.).U N t;:.f::> License#: Address: City: Phone: Phone: '71.'5. 14~. IJh 77 Phone: 42.5. "37. ~;2-13 Zip: 9B005 Phone: L/J..5. 7lfh. 11777 Exp: Zip: PROJECT ADDRESS: 110 e .?~ 5-r-e.~eT ZONING: CSD - C-OI'1I4UN IJtf SHOPPfN(7 D, sne.../c.../ LEGAL DESCRIPTION: Lot Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: O~30<1q 00 b9 }D Credit Card Holder Name: BillIng Address: City: CredIt Card Number: Exp. Date: 0 '~~:.I 0 ~, ~., -..plI.6:{#l TYPE OF WORK. o ResIdential ~ New Construction [] Multi-family [] Addition ~ Commercial [] Remodel !J Repair 0 Sign SIZEN ALUATION: SF.@$_SF.=$ SF.@$_SF.=$ SF.@$_SF.=$ TOTAL/VALUATION $750,000 !J Re-roof 0 W oodstove o Move 0 Garage K Demolition []. Deck [] Other BRIEF DESCRIPTION OF THE PROJECT: C oNST12..UCT70 OF A New UO 5'.573 op Po 5' )(. , 0 ,A SQU ee 00 ~,o.s.K- FOUR- PUt\.( P (.5L-AHl>S. ANt:> TWO 20.000 jAL-L-OM UNt:>EJ2..C7R.OUAJb STOR.AC'7t& TAHI~5 v.>f7t-l AssOc.../A-rsrT.::> P/P,N.('.., ANb FfTrfNC....,S. 'Df?MO~"'c:>N of TWO ....XfS.,-,7'-f('1 RFi"TA'..... ~LJ'".l>'HC.,.s 014 SIre::. COMMERCIAL/RESIDENTIAL: Occupancy Group Occupant Load ~F Lot Size: /11,000 % Lot Coverage: JIM - FU"'I- 5..,AT70,.( Construction Type: w' -rn VN A"~~O(2"f vsE. '~ No. of Stories: %Existing Lot Coverage: ~sq. ft + Proposed Lot Coverage: /sq. ft = TOTAL LOT COVERAG E: /sq.ft. SAFEWAY.INC 5918 Stonendge Mall Rd Pleasanton. GA 94588 INVOICE NUMBER 27-1492-8888-01-30-03 57 VENDOR NUMBER 357249 VENDOR NAME CITY OF PORT ANGELES PO# .-\- ?.e. <' v'I^- ~ :i:I-- 53 Iffi fE~fE~\WfE~ FEB 2 0 2003 , CITY OF PORT ANGELES I Dept. of C.5'rtl'TlUnrly Devel~~. INV AMOUNT DISCOUNT 7,67989 Sub Total Total g.ggl 7.679.891 7 679 89 CHECK NUMBER DATE AMOUNT 860-0000229 02/11/03 ......$7.67989 Pg 001 of 001 NET AMOUNT 7.679.89 FER '1 r.'r ~ L. I '~'J , ! 7.679891 7 679 89 SAFEWAY, INC. VENDOR NUMBER CHECK NUMBER 860-0000230 5918 Stonen~e Mall Rd 357249 Pleasanton, A 94588 DATE 02/11/03 VENDOR NAME AMOUNT ......$5,35374 CITY OF PORT ANGELES Pg 001 of 001 INVOICE NUMBER PO# INV AMOUNT DISCOUNT NET AMOUNT 2714928888013003 5,35374 5,353.74 *5'1 ~ ll67 ~ !Err;!E~\#!E~ FEB 2 0 2003 FEB f' '"0" 1. ?~J J CITY OF PORT ANGELES Depl. of Commul'ity Development 5,353.74/ 535374 ~~~I 5,353741 5 353 74 58 Sub Total Total F'" " L ;ow;- B " 'I' :* m' I GROUP INC. ARCHITECTURE. ENGINEERING. ENVIRONMENTAL SERVICES 1550140'" Ave N E, Ste 100, Bellevue, WA 98005 Telephone (425) 746-4677 Faes,"lIle (425) 746-6836 John W JohnlOn, Anhlleel EstablIshed 1966 LETTER OF TRANSMITTAL Date Febuary 13, 2003 Job # 1041.40 To: City of Port Angeles, ATTN: Roger Vess 321 E 5th Street Port Angeles, WA 98362 360.417.4 750 Victor Tomas RHl Design Group, Inc. Direct: 425-818-6313 Safe way Fueling Station @ 110 E 3'd Street From: RE: TRANSMITTED: . ~fl' ~" N 'm.\)~~"~p O ," 00, ~; , Ear reviewf"~ , 8, , %fQTY.. "'; 1 1 _ DA"i~f! 02/13/03 02/13/03 _ ."'w~' ''4 ~REY'." , JD~SCRII:gllION Site, Canopy, plumbing and mechanical permit fee Sewer connection, road closure, curbs, driveway close, water meter fee REMARKS: Ms. Vess, Enclosed check/s of $7,679.89 for line item no.1 and $5,353.74 for line item no.2 for tha baove project. If you have any questions or need additional information, piease do not heSitate to call. Thanks. SIGNED: Vic or Tomas, Project Coordinator IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US! THANK YOU BELLEVUE, WA LA HABRA, CA MARTINEZ, CA PETALUMA, CA SACRAMENTO, CA SCOTTSDALE, AZ VANCOUVER, WA H'11k11k 411041 401Doc1021302-Permit Fee.doc "\ '" - ~ORTANGELES February 26,2003 ~ rl*~ rt-f~ ?-~ '\ IC \\ \ ,,''''', , \ / e.f;~ rr " ,rJ~, ~> '\ ' J::.\\ri:: '~-~G-t"'v'\ \ \ Sif~' , ~-y --\ y' - ,.- ~'-'" , \ WAS H I N G TON, U. S. A. - ~ - _~r.c.-'" DEPARTMENT OF COMMUNITY DEVELOPM _::::---' L- ~~ \ ~- \ " /' Duncan Wallace, RHL Design 1550 140th Avenue NE #100 Bellevue, W A 98005-4516 RE: Port Angeles Safeway fueling station Dear Mr. Wallace: Enclosed you will find your original of the Zoning Lot Covenant filed for the Safeway fueling station property (Lots 1 and 2, Block 69 TPA). We do not need the original but have placed a copy in your building files. You will likely want to keep the original document with property deeds and such. The Building Division has not as yet received the required applications for demolition of the two existing structures which should have accompanied the new building permit application. I am enclosing demo forms for your use in the event you need new ones. Please fill out the application forms and return wIth a $47 fee for each application (total of$94). The asbestos testing information must be submitted with the demo applications. If you have any questions, please contact Roger Vess, Permit Technician, at 417-4712. As soon as the demo forms and testing information are received, the permit is ready for final. Sincerely, ;/ ;:' ~ -0" ~'AJ_.. '-.. .,/ 'V) ,..,. //-<.---.~--- ~ A../ L- ~ It; "\.~ - ~ - I Sue Roberds / Assistant Planner Enclosures 321 EAST FI FTH STREET · PO BOX 1 150 · PORT ANGELES, WA 98362-3206 PHONE 360-417-4750. FAX 360-417-4711 · TTY 360-417-4645 E-MAIL PLANNING@CI PORT-ANGELES WA US OR PERMITS@CI PORT-ANGELES WA US J) \..A Y\c a t1 lu q' \l q ( e.... R D 2003 8-- L., est'S r1 G~ 1550 1401+1 t4~Nb #/00 (3~d(eVL(eJ \JJ1t q<,?()Os-45/~ 1~~IMIII~II~II~I~111 1100836 Clallam County :ilED FOR RECORD A T THE REQUEST Jf -~~ J?~iJ~[l_ ;LCOil:>CD I, ,>:'( ,.;; ,iC'-',lL1\i'> CO 20a3 rES -6 AN": 22 Q ZONING LOT COVENANT IIWB the Wldcrsiened oW1ler(s) ofthe following described property: (rM~"JCpJdetcriplloDb_) W-r I AND :2. 'BLOC-\C Co!:} 01-- 'T rt~ c~(;,,^,p.~ of fot'2..T AN~~L.J<: S I AS f'~(c fLA\' e.~~ IN "OL.\Jflf\t[; (>Ab~ '2.', ~c.~Ilg.5 0(- C-L.A l.l..A~ COvI'JT '1, wAS Hlr-I<::,\C)r.I \O\)Jr-JS I ~ t of" f'l.ft\'S I ..~~ do hereby covenant that said proJlet1Y shall be dcRll1Tlated lIS one zorung IDt as defmed in Scctiou 17 08,032 "Z" of tile PM Angeles MUlUeiplll Code. Th.Js ca\ll:!rWrtcrea~s one iDacparllble bUIlding lot which may nnlv be mnom:! through compliance with Olaphlr SS 17 RCW (subdivisIon regullltions) and/or the City ofro" Angeles short subcl1vlBion regulations (Ordillance No. 2222. as llmepd~d). ThIs covenant shall be bmdmg on the owner(s). bc:ir(s), 8S8lgn(S). And 8UCCessor{S) in ln~~t and &hill be tiled with the Coml)' Auditor's Office. nus eovenant IS for the mutual benefit of said uwncr(s). bc~s), aaaign(s), end SIIl::ClClIsor(ll) ill intm!St IIJId IS for the fUrther putpo5<l of COmpliance WIth state and Icd land u,c and bullLting ~guJafIOll.S, TIua COVenlll1t may be enforced by iqj\UlCtlon or other lawful procedure l\JId COvmaDt by the: rcc:overy of any damages fl:3ultmg from non eompluulI::e DATED this 3otJ.. day of JA'" \.l A (Z"'{ ,20 03 (Owner) (Owner) Nollry Pulilic m and for the Sial! O(WMhiagt~ @ ~"CbV rrtl/'y 208pcnonalJy appclUed befo", Ull: ~ co .I f th1s _ dl1Y of 20_ CLULAMCO~AUDITO~ By: Tt"'lkl '1.11 "fAn..,. -1 r..-,r-\ MEMO PUBLIC WORKS & UTILITIES DEPARTMENT Glenn A Cutler Director [4801J Linda Gunderson Administrative Assistant [4800] Cate Rinehart Administrative Assistant [4700] Ken Ridout Deputy Director [4802] Gary Kenworthy Deputy Director and City Engineer [4803] Scott McLain Deputy Director [4703] Jim Harper Electncal Englneenng Manager [4702] Larry Dunbar Power Resources Manager [4710] Doyle McGinley Water. Wastewater Collection Supenntendent [4855] Pete Burrett EqUipment Services Supenntendent [4835] Dave Ireland Light Operations Manager [4731] Jeff D Young Treatment Plant Supenntendent [4845] Tom McCabe Solid Waste Supenntendent 14872] Tom Kaufmann Acting Street Maintenance Supervisor [4825] ~ORT AN BLES WAS H I N G TON, U. S. A. DATE: December 16, 2002 TO: Department of Community Development FROM: Trenia Funston, Engineering Permit Specialist .if Safeway Fuel Facility #1492 RE: Public Works Engineering has reviewed the above reference project and have these comments: 1. Prior to connecting to the existing sanitary sewer south of the proposed entrance / exit to the Safeway fueling station, a sectIOn ofthe 8" main is to be replaced per attached Skillings-ConnIly drawing. The City will waive system development charge and inspection fees. 2. Submit a grading plan. Existing manhole south of the proposed entrance / exit will need to be lowered. 3. Submit a drainage plan. N:\PWKS\ENGINEER\BLDGCRSP\safewaygas.l wpd.wpd , ^;> , ~ORTANGE:LE:S WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT RHL Design Group, Inc. Martin D. Lakey, 1550 140lh Avenue N.E., Suite 100 Bellevue, W A 98005-4516 ~{\ . {'U 1] ~.V / f1 RE: Safeway Fueling Station # 1492, 110 East 3rd Street, Port Angeles Dear Mr. Martin: This letter is in response to your letter of September 10, 2002, regarding the abov~ referenced project. We have reviewed the preliminary plans submitted and have these comments: As shown, one oLthe_proposed entrances and exits-from the Safeway parking lot is the area immediately south of Jiffy Cleaner's. Submit detailed plans showing elevations for this transition. The propose.ddriveway off 3rd Street is to be brought up to current city standards. Driveway openings are to be a minimum of7 ~' (feet) from property line with a maximum opening of 30' (feet). All existing unused driveway openings are to be removed and replaced with standard curb, gutter and sidewalk. Sanitary Sewer Service: As submitted the plans are unclear as to where you propose to connect to the City's sanitary sewer main-or-at-the-bui-lding; -There presently is an-existing sanitary sewer main south of Jiffy Cleaners at the entrance/exit to Safeway. The City proposes to replace this 8" main line during the winter 2002-03. The location of the side sanitary sewer laterals for the existing buildings is unknown. Covered fueling area to drain to sanitary. Fueling island area to be covered and meet standard source control BMPS noted in 2001 Storm Water Management Manuel for W estern Washington (copy attached) Storm drainage: Insta1hition of on site catch basins with oil separating "T" will be required for areas outside covered fueling area.. The connection point into the 8" lateral line will be on the line north of the inlet on Lincoln Street, not at inlet as shown on the plans. On site detention will not be required. All trench excavation, pipe placement, back filling, connections and restoration will be the contractor's responsibility. Control density backfill will be required in city right of way. 321 EAST FIFTH STREET · POBOX 1150 · PORT ANGELES, WA 98362-0217 "~: PHONE 360-417-4805. FAX 360-417-4542 · TTY' 360-417-4645 E-MAIL PUBWORKS@CI PORT-ANGELES.WA US RHL Design Group, Inc. Page 2 September 19,2002 Water: There is a 2" water main in 3Td Street, static pressure 90-95 psi @ Jiffy cleaners. Unknown GPM. There is a 10" main in (vacated) 4th Street which is directly north ofthe Safeway Grocery Store, (fire hydrant) static pressure at 105 psi / flows 3350 +/- GPM. Static pressure (fire hydrant) located in the (200 block) on the east side of Lincoln Street is 105 psi / 3240 +/- GPM. If you choose to have service off the 10" main, your contractor would be responsible for trench excavation, pipe placement, backfilling and surface restoration. City forces would tap the main and set the meter. All water meters are installed by city forces and placed in city right of way. Your contractor will be responsible for connection at the back side of the meters. Installation fee for water meters are: 1 12" meter with a 2" service line $2000.00 1" meter with a2" service line $1750.00 The existing water meter on 3Td Street may be dedicated as an irrigation meter. A back flow device would be required on this line. The fee for relocating an existing meter would be same as new installation: 3/4" meter $670.00. Private meters are not permitted. Department of Community Development has no issues with setbacks or site coverage. Applicant must meet the requirements of sign code if sign is proposed. Due to size of storage tanks SEPA checklist must be submitted for review. , In the future, please have all engineering and utility correspondence sent to my attention and I will distribute for responses. This is to avoid mis-communication which could result in delays to your project. Feel free to contact me at 417-0807 if you have questions. Sincerely, J~~ Trenia Funston, Engineering Permit Specialist EncloslITes N IPWKSIENGINEERIBLDGCRSPlsafewaygas " ' " ~ ,^ ~-\'; '" " , ~ORTANGELES - WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT December 23,2002 RHL Design Group, Inc. Martin D. Lakey, 1550 140th Avenue N.E., Suite 100 Bellevue, W A 98005-4516 RE: Safeway Fueling Station # 1492, 110 East 3rd Street, Port Angeles Dear Mr. Martin: This letter is in regards to the development reimbursement agreement and charges per DRA- 95-01. This development reimbursement agreement was a result of the required storm drainage improvements put in place at the time ofthe Safeway Store construction in 1996. The proposed gas station falls within the assessment reimbursement area. The DRA fees: associated with connecting to the City's storm drainage system are as follows: $1693.45 per lot + (6% interest start date 3/25/1996) + (5% administration fee) $1693.45 + $711.25 + $84.67 = $2489.37 per lot $2489.37 x 2 (lots) = $4978.74 The above referenced fee is in addition to any Public Works & Utility permit ~ssuance. If you have questions, feel free to contact II;le at 417-4807. Sincerely, ~~ Trenia Funston, Engineering Permit Specialist 321 EAST FIFTH STREET · P O. BOX 1150 · PORT ANGELES, WA 98362-0217 PHON E 360-417-4805. FAX, 360-417-4542 · TTY' 3~0-41 7-4645 E-MAIL PUBWORKS@CIPORT-ANGELESWA.US \\ NOTE5 1 CONTRACTOR TO NOTIfY ENGINEER or CONDITION Of PIPE BETWEEN 5rT BEHIND SIDEWALK AND MANHOlE IN LINCOlN STREET MAY REQUIRE ADDITIONAL WQRK If DAMAGEC SCALE IN rEET ~ -----. o 10 2C 40 \ f('~ \ c ! @; ~ I c. I I c. ~ END SS REPLACEMENT 5 rT BEHIND SIDEWALK \ BEGIN SS REPLACEMENT 10+00 fr -, , \ \ I I o V , fSc.+'4I'r({: ~ ~IE "<," &............ {6c.,..." - S~- - -.....5::- \ .! " \ \ ss- -5~- -55- ---; / / "'-~D / ~'-. / RECONNECT EXISTING SERVlCE / '- :: ~, @/ / "v",- I '- '-yL .- 12" MIN '~""'Mm ""...,,~"~ - I CONTINUOUS ACCESS TO PARKING LOT rROM LINCOlN SI AND PROVlDE TEMPORARY SIGNS TO BLOCK EXIT ACCESS 10 LINCOLN S; <-, / ~ / , IJESIGNE[ F' [t-T[fi[[ F CHECKE[ F' PPl [f-.:C --~_~-f-1~~~~___=Dn ~N(~D~!_=~ -:: __~~_-~VISION' l] SI5lLLlNGS CONNOLL Y 50it ....ace\ 80ulp\:;rr ~I Lace\ VVashmOlor Qft-' (360 4c-.-330L (Sf'), .a~.... 7tJL.l f-a> (36C ~(.- :jt, ,~ -1 CONTl<.A(l ...' --J I I I I I -r _ _ __l:,O~/' (lWv' D21}i.~s' i ;art --i413.."1 "t_~ ,ID(I..-)VI"" ,t.,...IO be' IL/Ot/L HIO l/l"f" 1/31/0:!1 9+ OC EX MH 10+00.00 I RIM=B239 -----------~ I I f > I 8" - - - . _ _~__~C..?~C~E~_ 9+ 5(, II " II II II II II II I I I I t , I I I I I I I I I I I I I I I I I I -----I I -, L , , , , J: , '" rRESTORE TRENCH SURf ACE , '../ TO MATCH Ex CONDITION, , 82 80 78 76 74 72 70 'c' I 68 ,v E- I: ~ ~ I I ~ I 'I ! 66 tf) I~ i :5 I ' I I I / ~'-c 0 /' 64 tJ 'I I ~/ Z VJ J'cS - VJ ...::I / I 62 VJ ' 60 v; I ,I II 58 II II 56 II 'cr ,cr. , , '~ \'~.m ro """"'"" MA.OoI HlsnNG INVE~. IE OUT= 71 54 VERNCO COUPllNC OR APPROVED EQUAL 10+ or 1 C'" ~( PORT ANGELES SEWER REPAIRS PROJECl 2~.1~ I POr:;;-i ANGELE~ 82 80 E~ MH 11..27 1f RII.I= 76 64 -~- --1- - - 76 78 I I I I' II II If II /I " " n II " II II II II II II I I 1 I I, I I l " I , , I ',8....., I ,~c, I '~{'1'....., I , , I , ... I " '1 ',I IE IN=624'" (NW) /i I I I t I L....! 74 72 70 68 CONNECT 10 EXISTING 15 rT BEHIND SlOE WALK 66 64 62 60 58 56 11 +OC -~-11 + ~(-- ~~ "'u"'6r~ , C?04c SAFEW A Y SEWER REPAIR PLAN AND PROrrlf 1-<- ___ I , SHr' l I ' , (. ':",..z=::a;._~~_ SHr~- I VVA i I It!!~ John W Johnson Co-President Architect Brian F. Zita Co-President Architect John B. Hicks Vice President Cecil R. Spencer Vice President Regional Managers Jesse E. Macias Roy W Pedro Alan K. Shimabukuro John W Strobel Blythe R. Wilson Established 1966 Offices BELLEvUE, WA LA HABRA, CA MARTINEZ, CA PETALUMA, CA ROSEVILLE, CA SCOTTSDALE, AZ VANCOUVER, WA www.rhldesign.com ARCHITECTURE ENGINEERING ENVIRONMENTAL SERVICE) 1550 J40th Avenue N.E., SUIte 100, Bellevue, WA 98005 Telephone (425) 746-4677 Facszmzle' (425) 746-68361 LETTER OF TRANSMITTAL Date: To: January 2, 2003 City of Port Angeles ATTN: Lou Halen 321 E 5th Street Port Angeles, WA 98362 360.403.3431 Martin D. Lakey RHL Design Group, Inc. Permit Submittal. RHL Job No. 1041.40 From: RE: Transmitted via. UPS o As requested o Other i:8J For Approval 0 For your use o For review and comment 0 Return QTY. DATE REV. DESCRIPTION . . 1 12/20/02 Building/Demolition Permit Application. 2 12/20/02 Permit Set of Drawings. 2 12/13/02 Kiosk Structural Calculations. 2 1 0/04/02 Canopy Structural Calculations. 2 09/25/02 Envelope Summary Forms. 2 12/09/02 Lighting Summary Forms. Remarks: Lou, Enclosed are the above items needed to submit for permit for our Safeway Fueling Facility Project located at 110 E Third Street. If you have any questions or need additional information, please feel free to call. Thanks. Signed: artin D. Lakey Job Captain .. "- -'-':::::_"'_:.klt.~- S A-w- ~vJ A\"' Pro jeet: I '<::::. I Client: n.~ L- """"'$jj;:jjI Peyton- Tomita & Associates Structural Engineers - ..~~ ...~_... ~O~K. Job No. ) 0 -4 \ ,4--0 Date: (PDCT" ,ANO(21.k~) LO~ D'S ~c::> PS F r-"I A"- S,N 0 vJ lOr S 7-:' D L 150 \"'"""'\PH J '=:;x.P. c- N f"--JO s., '=_.! Sr.. 1"1 , C- -L 0 ,.....::, ~ "3 12-0D Go ~C"_K- 9 h--VoJ.. Eng: D ~ ~., APp... '<..A.T~ ~-Jl ~ S~~+--i 1 t>...JG .s.fA~ltJG ?A" ~ t Ue. c- -2..'"3.-' \ - ~- \ ") r2J.::;c) ~ -:: -zr 0 J ~--r l~ :::, PAC H....:K;:? ~ 2..4- SPA~ -. 11'- cy"3+' \N /) '_'2," 0.1..1. f..A. ~O }-2~<1 C4. - 4-.5. pJf ,~ (,DfQ t- f,L 'LDplLl- DI- lz:5 e.'oL J I 1 I ~ ., L)S~ '8DOSIG'L. -S4-(I~ 0A~ "- (I~b 8?4-C)4-'"3. P \ ( r-;/ -:. ~'"3. ~:~ /, '--f::: <-,",-r -'")\ l~-- ... J~'~ ...... ~k:ADK-Q.~ : $)p~ W JNDOI....0j.PC-,.,..)..~: TlZlfS. ~ 7.D7 > -/Z3p~'t- WL ( L'b : - ;.D) 2/ 2p.1+ SL 03".2-1- o~ n' ~I/~" ,,~ 3 I.' I ''lZ.0!:S:;,)', 'r:;.{- '~L.L r;:.. r- c. ()~ ~"\ I?C05 \l.=,'2. - 91 (J''LGA ') ./~' ~-- .-- - _..~-~-~ --- _.~~-- -u-(-f,-~~--~l4+r~~--------' ___._________nuu.___ - _______.__ u_. lJ ..sE::. ) 4- b A. CL If' ~ R. -- ~ (.. '11 ~ .U~C~)a- \0 ~ S (~~~ <::,1--\c1'\ e..f::-AIZ... . le~ ~ '2:J~ -~c;3Qf WL g4-(~-+ ~L : ...i-r:- rz:z. f" ~ ~ Di.- 0.. 10,1 ~ a. u~_~.l > DDO -3 L L.."2. - L",_r; ( I:::). ~"") (s'k~~. 4'\ 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 I o-f l J Fax: (714) 245-4933 ("" f('~~ J,.~, 1 ~ 1:._ ~ ~\-'lll .r .', . .. ,\,.., I~ t j' of Jill f~ '111 ~~ (;" l.f~~~;fK") t CFS Version 3.51 Analysis: Analysis 1.anl 11.813 ft Span Beam SAFEWA Y KIOS PEYTON- TOMITA & ASSOC. 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 Rev. Date: 6m02 Rev. Time: 10:07:05 AM Rev. By- Phone: (714)245-4930 Fax: (714)245-4933 DPeyton359@aol.com Member Check - 1996 AISI Specification-Supplement 1 (ASD) Load Comblnation: ASD 3: 0.75(D+W) Deslgn Parameters at 5.906 ft: Lx 11. 813 ft Ly 11. 813 ft Kx L 0000 Ky 1. 0000 Lt Kt 800S162-54.sct 1.1034 1.0000 Flange: Top Sectlon: Cbx Crnx Braced Cby 1.0000 ex Cmy 1.0000 ey Moment Reductlon, R: 0.0000 Loads: Mx (k-in) -5.0667 -5.0667 7.2835 Vy (k) 0.0000 0.0000 1.9646 My (k-ln) 0.0000 0.0000 2.4844 Total Applled Str-ength P (k) 0.0000 0.0000 4.7891 Effectlve section PFopertles at Ae 0.66954 in^2 Ixe Sxe(t) Sxe(b) applied loads: 5.7363 in^4 1. 4341 in^3 1.4341 in^3 lye Sye(l) Sye (r) Interaction Equations AISI Eq. C5.2.1-1 (P, AISI Eq. CS.2.1-2 (P, AISI Eq. C3.3.1-1 AISI Eq. C3.3.1-l Mx, Mx, (Mx, (My, My) My) Vy) Vx) 0.000 + 0.000 + 0.696 + 0.696 + 0.025 + 0.000 + 0.000 0.000 0.000 0.000 11.813 ft L 0000 0.0000 In 0.0000 in Vx (k) 0.0000 0.0000 2.0053 0.1947 In^4 0.5587 In^3 0.1525 In^3 0.696 0.696 0.025 0.000 <= <= <= <= 1.0 1.0 1.0 1.0 Web Crippling Check - 1996 AISI Specification-Supplement 1 (ASD) Load Comblnation: ASD 2: D+L+S Parameters at 0.00000 ft: Total Load: 0.69087 k on bottom flange Total Moment:. -2.3412 k-ln Bearing: 3.6250 in Distance from edge of bearing to edge of Opposlte load: 0.93229 ft Section: 800S162-54.sct Applied Load: 0.69087 k on bottom flange Applied Moment: ~2.341 k-ln Dlstance from edge of bearing to Part Element Equation Stud 3 AISI Eq. C3.4.1-8 Web Cripp1lng end of member: 1.0160 Pa (k) 0.84221 Strength ft P.ay (k) 0.84221 0.84221 Web Crippllng Check: . -- ---MomeFl-t --Gl=1eck-:-- .. - ---.-- -. Interaction Equations AISI Eq. C3.5.1-1 (P, M) 0.69087 k <= 0.84221 k _.-.2. 34L.K.-=io.._ _._-:;.=.__n_ ..l1.:. 7!d.El.. k:-~D- . . __ _ _ __._._ .___ 0.984 + 0.074 = 1.058 <= 1.5 2.. CFS Version 3.51 Analysis: Analysis 1.anl 17 ft Span Simple Beam SAFEVVA Y KIOSK PEYTON-TOMITA & ASSOC. 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 Rev. Date: 6f7102 Rev. Time: 12:58:02 PM Rev. By: Phone: (714)245-4930 Fax: (714)245-4933 DPeyton359@aol com Member Check - 1996 AISI Specification-Supplement 1 (ASD) Load Combination: ASD 2: D+L+S Design Parameters at 8.500 ft: Lx 17 . 000 ft Ly 17 .000 ft Lt 17.000 ft Kx 1. 0000 Ky 1.0000 Kt 1. 0000 Section: Section 1. set Cbx 1.1364 Cby L 0000 ex. 0.0000 In Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k-ln) (k) (k-ln) (k) Total 0.000 167.86 0.000 0.00 0.000 Applied 0.000 167.86 0.000 0.00 0.000 Strength 16.587 175.92 15.721 43.55 5.550 Effective section properties at app1led loads: Ae 3.1370 In^2 lxe 53.416 In^4 lye 6.418 in^4 Sxe(t) 8.9026 In^3 Sye(l) 3.9498 In^3 Sxe(b) 8.9026 In^3 Sye (r) 3.9498 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx., My) 0.000 + 0.954 + 0.000 0.954 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx., My) 0.000 + 0.954 + 0.000 0.954 <= 1.0 AISI Eq. C3.3.1-1 (Mx., Vy) 0.910 + 0.000 0.910 <= LO AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification-Supplement 1 (ASD) Load Combination: ASD 2: D+L+S Parameters at 0.000 ft: Total Load: 3.2913 k on bottom flange Total Moment: 9.377ge-07 k-ln Bearing: 3.0000 In Distance from edge of bearlng to edge of opposite load: 17.000 ft Section: Sectlon 1.sct Applied Load: 3.2913 k on bottom flange Applied Moment: 0.00 k-ln Dlstance from edge of bearlng to Part Element Equation Left Channel 3 AISI Eq. C3.4.1-1 Rlght Channel 3 AISI Eq. C3.4.1-1 Web Crlpp1lng end of member: -0.12500 Pa (k) L 6422 1.6422 Strength it Pay (k) 1.6422 1.6422 3.2844 ______..____ ___ ___ .-Web-.Cri-ppl-ing- _Check:.. -- Moment Check: Interactlon Equatlons AlSI Eq. C3.5.1-1 (P, M) __ __l~2'tU_k _ _ 0.00- k-ln ~ _ _ ___ ._}~_2J:3 44 _ t_ ____ <= 175.92 k-in 1.203 + 0.000 = J.203 <= 1.5 "3 CFS Version 3.51 Analysis: Analysis 1 ani 10.75 ft Span Simple Beam SAFEWA Y KIOSK PEnON-TOMITA & ASSOC. 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 Rev. Date: 6f7102 Rev. Time. 1.48:45 PM Rev. By: Phone' (714)245-4930 Fax: (714)245-4933 DPeyton359@aol.com Member Check -1996 AISI Specification-Supplement 1 (ASD) Load Combinatlon: ASD 2: D+L+S Design Parameters at 5.375 ft: Lx 10.750 ft Ly 10.750 ft Lt 10.750 ft Kx 1. 0000 Ky 1.0000 Kt 1. 0000 Section: CCIOX162-68. sct Cbx 1. 1364 Cby 1. 0000 ex 0.0000 "Ln C!1L'{ 1. 0000 Cmy 1. 0000 ey 0.0000 In Braced Flange: None Moment Reductlon, R: 0.0000 Loads: P Mx Vy My Vx (k) (k-i"n) (k) (k-ln) (k) Total 0.000 36.745 0.000 0.000 0.000 Applied 0.000 36.745 0.000 0.000 0.000 Strength 14.915 96.726 6.448 24.501 4.557 Effective section properties at applled loads: Ae 1. 9494 In^2 Ixe 24.475 In^4 lye 3.904 in^4 Sxe(t) 4.8949 In^3 Sye(l) 2.4027 In^3 Sxe(b) 4.8949 in^3 Sye (r) 2.4027 In^3 Interaction Equatlons AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.380 + 0.000 0.380 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.380 + o . 0-00 0.380 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.144 + 0.000 0.144 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 0.000 <= 1.0 Web Crippling Check -1996 AISI Specification-Supplement 1 (ASD) Load Corr~lnation: ASD 2: D+L+S Parameters at Total Load: Total Moment: Bearlng: Distance from o . 000 ft: 1.1394 k on bottom flange 7.1597e-07 k-in 3.0000 in edge of bearlng to edge of opposlte load: 10.750 ft Section: CC10X162-68.sct Applled Load: 1.1394 k on bottom flange Applled Moment: 0.000 k-in Distance from edge of bearing to Part Element Equatlon Left Channel 3 AISI Eg. C3.4.1-1 Right Channel 3 AISI Eq. C3.4.1-1 Web Crlppllng end of member: -0.12500 Pa (k) 0.8398 0.8398 strength ft Pay (k) 0.8398 0.8398 1. 6796 _ -Web Crippling.._Check: - Moment Check: Interaction Eguatlons AISI Eq. C3.5.1-1 (P, M) .:t. U94 _.J:: " <= 0.000 k-ln <= 1. 6796 k - ----- .-._-- -- - 96.726 k-ln 0.814 + 0.000 = 0.814 <= 1.5 4- r'<;~'\lIam.z:r~:<:~':rnl",'inl!.ln!"iz"'l'"6~U'='ll"'''~ or rJ,\~l~""',I;1:,;o/l.>f'l'~_..J ~~"J Project: ~'i-f:...WA7" K IQS,K Peyton- Tomita & Associates Structural Engineers l:i=c...,....'....o:l~~I:'.;..V' "'''"'''''''_....'''~~..."_.,=JI,''''',,.~,.n, _"""...""'/~.".mft'".::.~ Client: 6Z -J-j 1- ) 041. .+0 Date: OJ k q,f& "Z. Eng: oce Job No. STLJ-DS: ? = {J6'XZ')(7.D/J -l- }2~ " {3DX'7-. ')(7.01) (-7;2 .1)( ~)L, .b;--' 2.Ld...a-t-J PI- 41.. 4--.a -S.l.- - '3, '?D-e.lu L L~r0~ ~D~S ltJ...::.. 'Z J.<;' -< LOG'" Il.o,q. - ?..L. ".j~ }-l ~ /0./ S r-==T U~ ::~,l..J2. ~ J L.-7.. . 5+ (JI/ C-~"':) (~kk;;; ~-W' L,.,) ..-' ~~ .~~: L"2- ') Ll2.) f''' Lk.. J- t Z') I- U L-t.- l-D Fete: l2 ') r: U cL hl T. -rR'J ~ .: (3, .~JS )(,,//'2-) .-:- '">~.:::.~ ;'-'," ~ '. ),/7- .;. LA.): I.DG" r ./1..dL.4 : y., S~-: (. u F -= J9 S " 3 ~J$ -x n Ie -::: Co4-3,;:" CO ~.6\.a) :'~Y ....)c> M:: rp"'bfJ---. (('o1-i"''('t,'cI)('2.0~\;;\)]<; -= JD7't/~ <\2\("l'Li'0~ 1~'3.ll~ '.~ L)~~ :DO~~ ~,>'UO':;' s 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Fax: (714) 245-4933 CFS Version 3.51 Analysis' Analysis 2.anl 10.75 ft Tall Beam-Column SAFEWA Y KIOSK PEYTON-TOMITA & ASSOC. 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 Rev Date: 6f7102 Rev. Time: 1.55:29 PM Rev. By: Phone: (714)245-4930 Fax: (714)245-4933 DPeyton359@aol.com Member Check - 1996 AISI Specification-Supplement 1 (ASD) Load Comblnatlon: ASD 4: 0.75{D+L+S+W) Design Parameters at 5.375 ft: Lx 1 0 . 750ft L Y 10. 7 50ft Kx L 0000 Ky L 0000 Lt Kt 362S162-54.sct L 0000 L 0000 Flange: Top Sectlon: Cbx Crnx Braced Cby 1.0000 ex Cmy 1.0000 ey Moment Reductloo, R: 0.0000 Loads: P (k) 0.5175 0.5175 4.5749 Mx (k-10) 6.7604 6.7604 9.2213 Vy (k) 0.0000 0.0000 0.7255 My (k-in) 0.0000 0.0000 1. 7620 Total - Applied Strength Effective section propertles at Ae 0.42191 in^2 Ixe Sxe(t) Sxe{b} applled loads: 0.87302 In^4 0.48167 in^3 0.48167 in^3 lye Sye(l) Sye{r) Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) AISI Eq. C5.2.1-2 (P, ~x, My) AISI Eq. C3.3.1-1 (Mx, Vy) AISI Eq. C3.3.1-1 (My, Vx) 0.113 + 0.781 + 0.000 0.091 + 0.733 + 0.000 0.537 + 0.000 0.000 + 0.000 Section does not meet all requlrements of AISI C4.4. Value of x In AISI C4.4 assumed to be 0.5. 10.750 it 1.0000 0.0000 in 0.0000 in Vx (k) 0.0000 0.0000 2.0053 0.15434 In^4 0.28777 In^3 0.14177 In^3 0.894 <= La 0.824 <= La 0.537 <= La 0.000 <= 1.0 ~ PEYTON-TOMITA & ASSOCIATES 06/07102 SCREW CAPACITY SCREW SIZE NO.= Pas=Pns/3 0 t2= 00713 IN t1= 01017 IN. t2/t1= 0.7010816 d= 0.19 IN Fu2= 45 KSI Fu1= 45 KSI dw= 0.3125 IN. EQ6 3.1 Pns= EQ6 3 2 Pns= EQ6 3 3 Pns= MIN.= 10 THICKNESS OF MEMBER NOT IN CONTACT WITH SCREW HEAD THICKNESS OF MEMBER IN CONTACT WITH SCREW HEAD NOMINAL SCREW DIAMETER Fu OF MEMBER NOT IN CONTACT WITH SCREW HEAD Fu OF MEMBER IN CONTACT WITH SCREW HEAD SCREW HEAD OR WASHER DIAMETER 157 K 235 K 165 K 1.57 K EQ6 34 Pns= 235 K EQ6 3 5 Pns= 165 K MIN.= 165 K 1 1 57 Pns= 157 K 0.7010816 1.55 Pas= o 523 K 2.5 1.65 Pat=Pnt/3 0 EQ6 4 1 Pnot= 0.518 K EQ6.4 2.1 Pnov= 2.145 K MIN= 0.518 K Pat= 0.173 K 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 ) ~F"""""~ _,_.__'.ol".o;:'{-' ~~,"}ll.l""'-=i'I_~~""",Jf...u,..,..t7"""""''''"'''-'''''''''''''''''''' Project: SA1=f::WA ~ K 'j C>~ ,~ Peyton- Tomita & Associates Structural Engineers II'N),~""'''=''''-- ",""""",,,""'r ........,.,.~,t1.~...'" ~"",=-"'''''-...n=u..u.'"l!o'''=:f~'''~~~ Client: <R.W 1-- ' Job No. 104).4-0 Date: CJ (z. 4-1 () rz.- Eng: ~~ LrITE:::f<A L- '2./lJ) 't.:: .' " /3, '344- /9./1'1 -J l\ if-- ~ "'~. I II ~ 4.-/'rL.l'l.! 1\ .5.~. ><17 't~' --, \3?LJl. r - (- ~ J VI - ~ ;( t-ZO'l'2 -<-DrCAG u v. ZO~ r G I -,l ; lZI04- J4tl., J 137L~ ...... J ... 1(.... (,.,,0 4- SYV J " i, I1J . ("l" '1 S\^;) ;. 14 Cj '14- "2bl...o tn' ~ 'V-J \ N.P (ZJ t:: 0 r-i"'~ ~x e: c- ).~ -. I.OL, 0( 1(,.4- - "'2.-z..l:.f:; ( )"D r.KfX.)F'. "<..<... (; ~ ) 4-.4 \ ,L/?./ II A'P:' 2bL(iSL...i 010 FASC-.JA ~~.v..:" 4-.~-)'~ 94-f.Q--i- St::-)Sf'\ \ C ~~~..;:- ~ if( .: 4-. <; ~ =- D. ':::>L.., 7: '. 1.0 V -~ '3.0L;..T../e W ; D.1.4 v::Jj!.+ -, 0./71 lJJ (ASf)": if.A,..)5>Vb.:O:,Sf-I1.DO -; F-pSLI A !0/'ILL5 LU ~ (,Dj{I4-.) 1'\ + ()~f~-+ 'X4.n)(7..'\, +('(r:i::j"O,7~/:;j( 1.' : d.(ZCj,)-+)<. n; ____m_________" ______n_._"__ _ _n ___ __n_____ __________________ __om --..--,,--....----. -- --- --------- .. ..-- __:_n":J3(i'i-j---~(,-ZD..~-r-~+-----.- LDt0G r-'-UD I ~J,:"'2_- W " ('0 ') ("2.1.. . ~..::;) ... (I'; 'X +-., 1)( 7.:') ~ ( / ~ f <; (.. YI D.l ) lz..."'-. (3'\ -:: l34-{'\-\- ", ,n \ : ) 2 ~ (,Q J. 4. /. ZDL./x L vJlt--JD c.or.JriJ-:,(.:-'j..~-'::.. -rl-'f.c j..f\T~~:.- ~.:.:,e....S ((.;;..;-~) 'S 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Fax: (714) 245-4933 ~l'.oI'!ff.;,_"'~>b-"'-~~~~"," ~"<::I."v~f=~~""= "" - :\J1It~"'~~ Peyton- Tomita & As sociat e s Structural Engineers """""'~"-i",~"""",~"""-!'W'5""-'-1 . .-tWZ'<.="-UI~~lUI Project: ~ A F€::::vJF\ 'Y ~) O'S,i( Client: RH L.... Job No. I D4-) ,4. J Date. G'} ll4-} 01. f.' !...--.f" Eng: iU '- r-' rY-oo,-::: ~l ~ P}-,1V7 f-:::..0r,.-r., '1 ",,__'" -. "2D"3'2 a '-.J-: ?V3rz..j)I.'i.l' ~ /7'2.'{')..-+ j(~}-. LGSt::-J4 1~c:.J-:\. h)O{'~ ~?b -A (AITAc...H~\ "') II ~ -r /? -. i ' ,? J:::> ~ 2.. ~ 'KU c... -'- u,; <<!:. [:;1'/'" oJ , '-<' ...' f-= , / ~f '2'-"U .;" - ~ ". ...}> (l'\' -r 0v....-,.. C;H~rz WALl---S, ~ = -z. 104- J II.?." =- IlJ~ pJ---\- ~ ~ () 4-~L.. r '20""3..'7-....... J ~,~11 ~ tnD~ ",J.-+ '\;:::. \ ::"-Zl.." / n "\ ,::>': "I 4-.~,Q..-;' "4- =- 1~?..L.. I "'2.1.-,'-1 I ~ ~ 0 ~-\ ~~+=-_ C' ~ (. Tt"\~Lk:. 72- V, II - A F DC. , ) ~ -'- 4- , LJ s.~ _ .J-?L?:i~_5! r::.0 ~..: 1. I.,,) / ~t.- ~\. <. '3 L I-!~ , '--, --' ,--=--'"=.~==-- t--- --" .'.---' .'.- "'.. =. _. . ,.... ,. -- --'" -- --- ----- lVR '/)v' o-~ti'\ .(j..f v ~ I D' /~ '. '3J)\.;:" ~. I Ij . -~" . FDi?~"'Z- L)~,",~ !J,~' o~~; ~~ J ~ q, \." 'Z.7' 1"- - ---.~ -~ ---- -- ,-~ -~~ ~ :"'p.J.- Y1 I o/~ o "<" 0. (, ..J ! r/" r.~ . FDtc. ti:.. 2.. OTM If:.. yv\ , I . 34-<;' ~ Q -< 10,7 C, :. "3. { II 4- l2.... (u "')( IO.J So) (~. 1..-1 7;!'L '" .: ) 1) 'J,.) 1 .:, +\0 ~f.:-~p,. [P31~~ LJ ~~_ c~~~~?-~~?~~~~~~~ _tJ_S::2~_~~___,~~:___________ Fore. Al 01 I""'" -<" 2104- Jl ":):7 ~ ~ '2.L~ I g I l3- e.f'" -. {L,)(W.")~)(/I, I!( i\L;'L. -=- ~gf Q WD R.tq p ( /5"3. S ~ U ::,2; ~ I f--rrr \ '-+ h:) I ~ ~ -,-;;: 2.4- Af!:,. .-- . _ _ _ _ f____ ._~.,.~~- ------- J 954 Town & Country Road Orange. CA 92868 Tel: (714) 245-4930 Fax: (714),245-4933 PEYTON-TOMITA & ASSOCIATES 954 TOWN &. COUNTRY ROAD ORANGE, CA 92868 TEL. (714 )245-4930 FAX (714245-4933 Title: Dsgnr: Description: Job# Date: 306PM, 7 JUN 02 Scope : Rev ~lO">OO O-r KW Offl2t06 '-cr ~ 1 3 ll-Jun-IQ99 \Vr031 (('") 19f1..."l...?9 l'.srnCALC ~~:~~:~;r..:~};r~~ Plywood Shear Wall & Footing c \cnclc.lc\rltl101! ccw:(~~;'~IJOIC' ~~~~~~~~~~~~.........-. Description SW1 0=~~2"f'<<<<",,'~<<<<i=<=>''''WS'====''==<=<=~-''''''<<<=<<<<'''_U''U=<='--'m<=''==<<'~=<Ofu~UJ Past Left Edge of Wall 0302 ft Concrete Weight 145 00 pef Wall Length 11 208 It Rebar Cover 3.00 In Past Right Edge of Wall 0 302 fl fc ~ 2,500 00 pSI Footing Length 11 812 fl Fy 60,00000 pSI Footing Width 2 00 fl Min Steel As % 0 00090 Footing Thickness 24.00 In IF~~~m=m.x<~~_~~=&~~====-~=~ Lateral Forces ActinQ in Direction To Left. To Right.. 3 542 ft 3 542 It Soil Pressures.__ Ecc. of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing SOIl Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge 1,067.91 psf 0.00 psf 73 04 ft-# 27 77 ft-# 0.00 psf 1,067.91 psf 7304 ft-# 27.77 ft-# Shears.n vul 85 @ 'd' from left Wall Edge vuI.8S @ 'd' from Right Wall Edge Allowable Vn Overturning..- Overturning Moment Resisting Moment Overturning Stability Ratio o 000 psi o 000 pSI 100,000 pSI 0.000 psi o 000 pSI 100 000 psi 26,826 00 ft-# 44,731.31 ft-# 1667.1 26,82600 ft-# 44,731 31 ft-# 1 667 1 ID PEYTON-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL. (714)245-4930 FAX (714245-4933 Title: Dsgnr: Description: Job# Date: 311PM, 7 JUN 02 Scope: Rl'"\ 51QIDfi ;~~;'M';';;'i',J:~~,~;~::' 11 n.J,~.I""" \V,~" Plywood Shear Wall & Footing ...-~~~~~ Description SW2 Page 1 l. \cnerca1c\rhl102J ccw C.alcuI.atlOll.<; ~~~~~"~"~<fr""""'.{lli~<<<<<<<"'<<W""""-""'''':{'lli''''''ili=lli''';'''={='<t'.,,,,<<,~&!~<<"""={~=,..,..""<<<=lli."'''''''''-~''''='''''''='''''<'':''"<<fu,*"",,,,,,J Past Left Edge ot Wall 0 000 It Concrete Weight 145 00 pcf Wall Length 5 677 It Rebar Cover 3.00 In Past Right Edge of Wall 6 136 It fc 2,500 00 pSI Footing Length 11 313 It Fy 60,000 00 pSI Footing Width 2.75 ft Mm Steel As % 0 00090 Footing Thickness 30.00 In ~~~~~,,=---?____~~~____~w=<~ Lateral Forces Actinq In Direction. To Left .. To Right 3.866 It 3 681 ft Soil Pressures.__ Ecc of Resultant @ Fooling Centerline o 00 It-# 9.96 It-# o 00 pst 1,322 63 pst 30,16616 ft-# 0.00 ft-# SOIl Pressure @ LEFT Side ot Fooling Soli Pressure @ RIGHT SIde of Footing Momentsm Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears.._ vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' trom Right Wall Edge AlIowabl~ Vn Overturnin!!... Overturning Moment ReSisting Moment Overturning Stability Ratio 1,44257 pst 0.00 pst o 000 pSI 4 680 psi 100 000 psi o 000 pSI 8 065 pSI 100.000 pSI 45,813.50 ft-# 70,59431 ft-tI 1541 1 45,81850 ft-# 72,841 60 ft-# 1 590 .1 )) _>>-I.."~'v.,'J1'I',J"bJ.'L"l>""" "" -=~."..:t:V.f~ro ';lil'n!~ftI!!<rn:t4'!.-tJ{;~1I\ci>:li':I'" Peyton- Tomita & Associates Structural Engineers ~'''''.1/1'r:: :;':.f~'" .....,.......~..,..~,_~~.'!\7'~.,.,..-"""'<.>I""-"'.....,"'..,.~"';,r:U<lLa C:::oo ....~_. . - '" ~ - . I '<"'; l'....J 1 )-, '-/.......v -, ::;:::- '2 I ~ ~ ~~ '-I 4-2w/J 1. 'l,j'.. j 8J fJ-.t- Project: S AI-~-v....>A--( (> 0 .;~ Client: eN L- Job No. 104-1. ~U Date: '] /2.1/ ;r~ Ellg: CY:::F \ '>. '\ '. '-. .~ "-. '- '- ....." \ 'Z I 4 -z. Id, ~ \r~ 4 I c.. I I I j I !Dl~ 1 -~ I"i I M'2. --1- t.4-b "- ~'>, -, ) 0 GO ~ E~~ l... ~D ~/~ %{'>~4- r1- AeN 6l..$~~.:.~:-> t.Y'P l- <: !.D~,_ -- lJ.)tJ7\-~ .e..r../(;;J~ ......"......~.-;...~*,.~ w"'- I . 3.19 ?< 10("5..-\->- lJ,'Z.S(4.B3h.VJI": +- LI~)(';'--;y,-;:'\ ~.tq.. "'30t?'.-~- -; -0./... I,Du-'/L, 4,,-..:--S.iej I'S~ rJ.-f 9 U ,2. f - 3"\ ,t .{. r ~ <l- TS lo,- -.> ... ',.': ~k'At'-'"\ (5.E::.k:... lXi"P<::-ND1'< /...4-") D~K. IS 4-'K~>< ~lo LDLUM N~ -g~pr--'\ Ie:> c..DL-. Cc),.....)v_ ------ ) \ 'D -+-Sjz. -t- LA) 4D-"'" , ~" . -,.j~f k.. Lw.",~ ~ 1'0' v c 1.701 '---. A. I IDS ~ S. vV4.!..." -: '3D, ^ '!. ~" '- . D~S k.l.~ ~ ~_., . of.ol :.)~, ~ ~ 2..0-5 l<.j . 5-:. ,- 1.'11 ~ W-' --. ----- ------------.. ---:- .---..- -"'-- .----11 - ----( ~ ... ii--'--- .-. - ...- --.- .' -- -.- -----.- ------ .-.---- ---.-.---- ----.--------.--- ~\., '3~v ri~ :::_?\j=->': 3,} ~..Q..~ '::/, L- I:: ~I:f.:. H _ J~.L (.,.::J' _: '3.. '2. ~ ...... 1- - f0S b-'F ~ t0D)~ -fZ.L: '2-:'2-~ ::. 2~"'-1"3,. ( J~' pH ('Z.QIJ rD+ :. WL (-Or,J-r-2,c.;iL I.., <:"'C~r-,)ro. D ~ I Go, i\::J 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Il Fax: (714) 245-4933 ..uiI'!I~f<-,I.,:>>r~(.:r.-..1!l..""'l1"'''''''''-M~'U.'!'~.u.>~l'::mte.~''~~ n=-';,~~':::-ll.(1U'" Project: -~ F2...~,-)~ ~ <: \ 0 S. ')('_ Peyton- Tomita & Associate s Structural Engineers BRiO"i1'.1\!~~l!-="""""""""", ......................,.~....~..."!'J.::!-u'JlI'J-'.:.c-;]!!~,.M>>,HI Cli en t: :K:H L.." - Job No. )D41,4-0 Date: q /L q...) (J 2 , Eng: Dt5-C c...D...-l.-) ('-\ "'-.J f~:,F\~ -p -r- S/"2... .- l1V ''I I M.. ~. '2.Oq. 1-,. V < i. ~LOb L.-. ,), " ' \,1t.U)UIG r4. - 11 ~D k- L'N -. 14" Sw ~ iTs.s ,....7- 1 --!5-,- ' ~.J ~ --'S b ~- 0, /1.8 ~9... ? { D. oSG It..L : 3. C.D4-U.. -.J I y'p- ~.l~~ ~j I . c. [;-z - ,- ------'I-. ," }'-- --_._--~-{ '4-"I=-I~1 ~("~ 4.Cji, L.<J. ,'. ~ I C =T ,( 5.w'tI'N& ~ : 'Ltc I ~ < g ~ ~,<l.~3 : J/.J l... r1 ft- ~ C) ~ I -< I . s: = I 4 4 1 ,. t- ~ b ~ (,) tt .'41 '{t., I , 7- L . {"l.~)(rY" '.. ~k.s~ < 1...; x ! 3"::. .:" .....---.. ~.. 't~ -A.. c. 3 I S (pO'" ~ ~ p ~ '.. U ~.b\X 4-)6. D')l1IS)l2.~Y') .. ?.D 4-J~ ~ 79.L.H..x\3 J -:. Il.~ ~ ;-0L.. "e /,,,'!'~ J/ Ose.~' cp AR '< it'~~ -....... '{,'... \', .....~... ,. ';:'::::"':~..' ---'t-- ""-"'''~'' -''o.'1o..-'';~J~_~~';.~r'-'--- - '--( I" l,b , ~ / 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 1.3 Fax: (714) 245-4933 PEYTON-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL (714)245-4930 FAX (714245-4933 Title: Dsgnr: Description : Job# Date: 9.36AM. 10 JUN 02 Scope: Rev HO~IO ~~;':J\~~~~~~~;:::' 1112 "m.lY99 -""um Combined Footing Design >>~~....y~}:::::~~~~~~~~ Descri.ption FRAME-A Page 1 c. \cm:rC;tk\rhU021 .ccw CakuLnion.... . . Allow SOil Beanng Seismic Zone Concrete Wt Short Term Increase Overburden 1,000 0 psf 3 145 0 pcf 133 o 00 psf calc_~la~ions.~:e d~si.gned to ACI :.~~::~~;,~~",:::~:~:,:::.~ fc 2,500.0 pSI Fy 60,0000 pSI Min As pct 0 0009 Rebar Cover 3.50 in Live & Short Term Loads Act Separately Generallnfonnation ~~~~~~"}=,~========>m~~=-=~ Footing Size... Column Support Pedestal Sizes Distance Left 065 ft #1 . Square Dimension Dlst Betwn Cols 10 60 ft . .Helght Distance Right 0.65 ft #2 . Square Dimension Footing Length 11.90 ft .Height 2.00 ft 1800 In 000 In 000 In 0.00 In 0.00 In Width Thickness I Loads ~~~...~Ylh~"""'"'I. Vertical Loads... Dead Load Live Load Short Term Load "'~:>J>.:;:t,i~~lb;~~~~~~~ii~;r~~~" ~:l..",,~~==-,^,,^~;:'>->>J;l .~ ~ Left Column 0955 k 0509 k -0 994 k (iiJ RIQht Column 0955k 0.509 k 0580 k Applied Moments___ Dead Load Live Load Short Term Load Applied Shears... Dead Load Live Load Short Term Load .;-~ S~~~~K~ Length'" 11 90ft, Width = 2.00ft, Maximum SOil Pressure Allowabl Max Shear Stres Allowabl Mm Overturning Stabili -0 362 k-ft -0.212 k-ft 4.916 k-ft 0.362 k-ft 0.212 k-ft 4.736 k-ft -0.130 k -0.076 k 1 103 k 0130 k o 076 k 1.039 k Thickness = 18.00in, Dlst Left =: o 65ft, Btwn '" 10 60ft, Dls! 803 20 pst 1,33000 pst 4 40 psi 85 00 pSI 1 751 : Footing Design OK I Right'" 0 65ft Steel Req'd @ Let Steel Req'd @ Cente Steel Req'd @ Rig o 157 m2/ft o 157 in2lft o 157 m2/ft ~~!!~:~~~~N""~===,mm~=d"">M-=~,,,""'llN"'lmID"":.J.m=;o.=o<ffiN""}}>mmmmm:A'<..,j Soil Pressure @ Left Actual Allowable ACI Factored . Eccentncity Dead + Live 340 6 1,0000 psf Eq 9-1 489.6 psf 0 000 ft Dead+Live+Short Term 00 1,3300 psf Eq 9-2 0.0 psf 3 180 ft Eq 9-3 0 0 psf Eq 9-1 4896 psf Eq 9-2 1,1245 psf Eq 9-3 698 0 psf Soil Pressure @ Right End Dead + Live Dead+Live+Short Term Stability Ratio 3406 803.2 1 8 .1 1,000 0 psf 1 ,330 0 psf o 000 ft 3 180 ft JL PEYTON-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL (714)245-4930 FAX (714245-4933 ~ \10"'0 . . . P 2 I "~rKW",,""" ,,,513 21.1m..J999.\\>n.;O Combined Footing DeSign age (t'") llJH} 9" hl\ll"HLALC ' c \cncrcaIC\lhl102Lccw'C:l1cuIJ11On... ~..-:t~~'~:.:::::..:rnm-ID~>>&m:>>~~~>>}>>~~~~~~:;:.,y-Nm>>~~~-}}}~j.~~>>~~~~~~~ Description FRAME-A Title: Dsgnr: Description: Job# Date: 9.36AM, 10 JUN 02 Scope: ~~{{~~~~:{~<~~~~~=<O=~<<<=~'<<<<'M=<""M==~<<<""<<'{'<<M==<!~!x;~~:'~,::=::::~:',;:~::..!>~n/~ wIdth of faa/mg.! Moments... AC19-1 AC19-2 AC19-3 Mu @ Col #1 0.04 k-ftIft -006 k-ftIlt -004 k-fUlt Mu Btwn Cols -3 11 k-ftIft -435 k-fUlt -398 k-Mt Mu @ Col #2 0 04 k-fUft 0 17 k-ftllt 0 10 k-ftlft One Way Shears... Vn . Allow' 0 85 Vu @ Col #1 Vu Btwn Cols Vu@ Col#2 Two Way Shears... Vn . Allow' 0 85 170000 pSI 170 000 psi 170.000 pSI Vu @ Col #1 2297 psi 0 464 psi 0.178 pSI Vu @ Col #2 2297 pSI 1 350 pSI 1 251 pSI [_~~~~~-,,-,=~::~==~~~,~~~{=-~<<==<<<<~~~~.~<J @ Left Edge of Col #1 Between Columns @ Right Edge of Col #2 RulPh, As Req'd Ru/Phl As Req'd Ru/Phi As Req'd 020 psi 0.157 In 21ft 16.46 pSI -0 157 tn2lft o 20 pSI 0 157in2lft o 34 pSI -0 157 in2lft 23.00 pSI -0.157 In2lft 0 87psi 0 1571n2lft 0.22 pSI -0 1571n2lft 21 02 pSI -0 157 In2lft 0 53psI 0 157 in2lft 85 000 pSI o 000 psi 4.400 psi 0.000 psi 85 000 psi o 000 psi 0.000 psi o 000 psi ~5 000 pSI 0.000 pSI 0.000 psi 0.000 pSI ACI 9.1 ACI 9.2 ACt 9-3 ACI Factors (per ACI, applied internally to entered loads) ~~~OMn..~_~~;>W~""MbUII'II"I"~.'U>t...IOt~,Mr,N~Jl\f~N>iW~~~~wv..)'w^,~N'.('..W^:N"""""",N~),;j:l;;ww;o,,J,;~~ ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0750 USC 1921 27"1 4" Factor AC19-1 & 9-2 LL 1.700 AC19-3 Dead Load Fador 0.900 USC 1921 27"09" Factor ACI9-1 & 9-2 ST 1700 AC19-3 Short Term Factor 1 300 . seismlc=ST" 1.100 1.400 0900 ~ -------_._--------~--~- - -------------------- - --- -------~--------- ------- -- ------------- )~ y (12J -' ,J/ . Z x Loads LC 5, D+S/2+W Results for LC 5, D+S/2+W '--c ~ , r ", -'. -' Jill ::: , >- , , SAFEWAY KIOSK FRONT FRAME Peyton Tomita & Associates I DAVID PEYTON RHL 1021 N, :_- -N... -- , I, ,~ :,--------- ---- June 10, 2002 8:20 AM RHL 1021AFRM r3d Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number: RHL 1021 SAFEWA Y KIOSK FRONT FRAME June 10, 2002 9:21 AM Checked By:_ - Global - ASD: AISC 9th, A1SI 99 Steel Code AjfQwableStr~ss r~Qrease-Factor-(ASTF)~--- -1.333-------~-------.- Include Shear Deformation t-yes ~-_. ----- .yes-.------ lnclude Wa~~.9. - _ - - - ------ No. of Sections for Member Cales 5 Redesign _ Sections . Yes P-Delta Analysis Tolerance 050% Yertical Axis Y Materials (General) STL Young's Modulus (ksl) 29000 Shear Modulus (ksl) 11154 POisson's Thermal Coof RatiO (per 10^5 F) 3 .65 Weight DenSity (klft^3) .49 Yield Stress (ksl) 46 Matenallabel Sections Section Label Database Shape Matenal Label Area (in)^2 SA(yy) SA(zz) I y-y (1n^4) I z-z (In^4) J (TorsIOn) TIC (In^4) Only ~ SEC1 TU4X3X3 STL 2.39 1.2 1.2 3.34 5.23 6.67 SEC2 TU6X3X3 STL 3.14 1,2 1 2 4.83 14.3 : 1-1.9 SEC3 STL 1 1 2 1.2 1 1 1 Joint Coordinates Joint label X Coordinate (ft) Y Coordinate (ft) Z Coordinate (ft) JOint Temperature (F) Detach from Diaphragm N1 0 - 0 0 0 No N2 0 10.75 0 0 : No '----__.___!i~ ______ _..___"':.1 0.6..~_ ~._._._2._. .._____1---_ _~___~_. __....:. .2...___.__-~ No --~. N4 - 10.6 10.75 - - 0 . 0 - No __ N5 0 8.4 __ 0 .___-.2.___ __No ~. No 10:6 _.__.__~~~ __.9.. . 0 . -~..~~ - ~. Boundary Conditions JOint Label X Translation (klin) Y Translation (k/in) Z Translation (kiln) MX Rotation (k-fUrad) MY Rotation (k-ftIrad) MZ Rotation (k-ftlrad) N1 Reaction ReactIOn __ Reaction Reaction Reaction Reaction _._~--- ~eactlon . -R-eact!oo'- ~-_._--- Reaction Reaction Reaction - Reaction -' ~-- N2 Fixed N4 Story 1 FIxed Member Data Member Label I JOint J JOint X-AxiS Shape I Matenal Phys.O M End Releases End Offsets InactlVEMember K JOint Rotate Section Set Memb I-End J-End I-End J-End Code length (degreeS) s~~~ _-.. ~.~._ ~y__. ~x~z xy~z. .__ xyz XY~~-(:)-f-:---~.].Q:~h .___ .__. ~ ... SEe.. _srL ~ y . . ==-::-_-- ._.____.----- ..19-15_____ SEC2 STL Y 106 M1 N1 N2 -~M2---=- _mB3_. ~__N~ M3 NS N6 Steel Design / NOS Parameters Member Section length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set le2 le1 Ie_bend Ky-y Kz-z CH Cm z-z B Y z R (ft) (ft) (ft) (ft) M1 I"" SEC1 L 1oZ~L_ _ I_ ITl 1. o. . - - R1SA-3D Version 4.5 [D:\risa\RHL 1021AFRM.r3d] Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number: RHL1021 SAFEWAY KIOSK FRONT FRAME June 10, 2002 9:21 AM Checked By:_ Steel Design / NOS Parameters (continued) Member Section length lb y-y lb z-z l_comp Crn y-y Cb Sway label Set le2 le1 Ie_bend K y-y K z-z CH Cm z-z B y z R (ft) (ft) (ft) (ft) [-"'~r"-- -T' "~~~~'-r1106~""-F~=-F--"'~'=f-====i ---~':-r ~~l.--=t"--r..m'=F~B~1-~l Basic Load Case Data 1 2 3 BasIc Load Case Category Descnptlon Code r [ DL Dead Load -1 SL snow Load WL Wind Load 1 Category Descnptlon Load Type Totals Gravity Direct X Y Z Joint POInt Dist Area Surf ~-TLJ I BLC No Joint Loads/Enforced Displacements, Category: WL, BLC 3 : W x Magnitude (k, k-ft, In, rad, k.s^21ft) 2.142 N5 [l]oad,[M]ass,or [D]lsplacement L Direction Joint label Member Direct Distributed Loads, Category: DL, aLC 1 : D M3 y Start Magnitude (klft, F) -.153 End Magnitude (klft, F) -.153 Start Location (ft or %) o -, End Location (ft or %) o Member label Direction Member Direct Distributed Loads, Category: SL, aLC 2 : L M3 y Start Magnitude (klft, F) -.096 End Magnitude (k/ft, F) -.096 Start Location (ft or %) o End Location (ft or 01.,) o Member label DIrection Member Direct Distributed Loads, Category: WL, aLC 3 : W y Start Magnitude (kin, F) .039 End Magnitude (klft, F) 039 _I Start Location (ft or %) o End Location (n or %) o Member Label Direction c... M3 Load Combinations Num DescriptIon Env WS PO SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor LeI 0 W=I I I 1 1 1 r 2 T-."' D+S I iIIJ==-=r=1 1 1 2' 1 -~ ~- -------: L 3 I D+W 1 y I y I I I 1 1 1 3 1 CD lTILCLIC -- D+S+W/2 1 1 2 1 3 .5- " -1---5-1 - ------Q~ S/2+ W--------~--y-I--y-I-- -1-----+---1--- -1- -~-1_- ---2-- - -.5.- ____3 -=- -1-- ---- -,- .------ - - Envelope Joint Displacements N1 I~ X Translate (In) 0000 Y Translate Z Translate Lc (In) Lc (In) Lc 1If0506l:I] 0.000 CIJ X Rotate (radians) o Lc IJ] Y Rotate (radians) o Lc CIJ Z Rotate (radians) o Lc []] JOint Label RISA-3D Version 4.5 [D:\risa\RHL 1021 AFRM.r3d] Page 2 Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number: RHL1021 SAFEWAY KIOSK FRONT FRAME June 10, 2002 9:21 AM Checked By'_ Envelope Joint Displacements, (continued) JOint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (In) Lc (In) Lc (In) Lc (radians) Lc (radians) Lc (radians) Lc 0.000 2 0.000 2 0.000 1 '0 1 -'0 1 -- --c-- mirl 0 3- N2 max .861 5 0 3 0000 1 0 1 0 1 -1.474e-3 1 -- 1 -.002 2 0000 . 1 0 1 .-4.174e.-3 - min -,042 0 1 5 N3 max 0.000 5 0.000 1 0000 1 0 1 0 1 0 1 ---- --.-~-- --;;-. ...-.-~-- -~-- '~T_~~_ ..w_~_.~ -... ~---~-~ ---- -''''---0'- ~._--- '-----0"-"'-- "-5"- mm 0.000 1 0.000 5 0.000 1 0 -1 -1 N4 max .783 3 -.001 1 0000 1 0 1 0 1 2.33ge-3 2 ---~-------. .----- -=:003- -- -.--- -~. :---0-- --.,--- 3' mtn -.066 2 5 0.000 -1 1 0 1 -1.486e-3 N5 max 743 I 5 0 3 0000 1 0 1 0 1 -1.474e-3 1 e--- --~. - mln 0 1 -.002 2 0.000 1 0 1 {} 1 -4. 174e-3 5 N6 max .741 3 -.001 1 0.000 1 0 1 0 1 2.33ge-3 2 mlo {} 2 -.003 5 0.000 1 0 1 0 1- -1 ,486e-3 "3 Envelope Reactions JOint Label X Force Y Force Z Force X Moment Y Moment Z Moment (k) Lc (k) Lc (k) Lc (k-ft) Lc (k-ft) Lc (k-ft) Lc N1 max .207 2 1.464 2 0.000 1 0.000 1 0.000 1 4554 3 min -,9]3 3 -.039 3 0000 1 0.000 1 0.000 '-1 -.574 2 N3 max -.13 1 1.79 5 0.000 1 0.000 1 0.000 1 5.204 5 -_..--:-----~- _ ..------- --'- -~..--._..._- 1--- -'-0:000 ~..- "0.000- -T-- o~ooo- "-r- ---_no... --1'- - - min -1.208 5 .955 1 .362 Reaction Totals: max 0000 1 2.928 2 0000 1 min -2.142 3 1.497 3 0.000 1 Envelope Drift Report Story X Direction Y Direction Z Direction Number Joint Label Dnft Lc % of Ht JOint Label Dnft Lc % of Ht Joint label Drift lc % of Ht (in) (In) (In) 1 ~I N4 ~~~ ~~8 -1 8 N4 Envelope Member Section Forces Member label Secbon Axial (k) Lc Shear y-y Lc Shear z-z Lc Torque (k) (k) (k-ft) Lc Moment y-y Lc Moment z-z lc (k-ft) (k-ft) I M1 1 max 1464 2 .973 3 0 1 0 1 0 1 4.554 3 min -.039 3 -.207 2 0 1 0 -- 1 0 1 -.574 2 2 max 1.442 2 .973 3 0 1 0 1 0 1 1.94 3 min -.06 3 -.207 2 0 1 0 1 0 1 -.019 2 3 max 1.42 2 _973 3 0 1 0 1 0 1 .536 2 - I--- -- min - 082 3 -.207 2 0 1 0 1 0 1 -.674 3 4 max 1 398 2 .973 3 0 1 0 1 0 1 1.091 2 min -.104 3 - 207 2 0 1 0 1 0 1 -3.288 3 5 rnax 0 1 0 1 0 1 0 1 0 I 1 0 1 mm 0 1 0 1 0 1 0 1 0 1 0 1 I M2 1 max 1.79 5 1.208 5 0 1 () 1 0 1 5.204 5 -----------~- --- ~ - -..... -min- ~955-~ ,,1 - - '"+3---- -1-- ---0--- .~,1'M ,., ---0----- -~1- --0-- -1-- ""' ,,362 v. .~1~ 2 max 1.768 5 1 .208 5 0 '- 1 0 1 0 1- 1.958 5 min .933 1 .13 1 0 1 (} 1 0 -1" .0-12 1 :3 max 1.746 5 1.208 -5 0 1 0 1 0 1 -}38 1 min ,911 1 .13 1 0 1 0 1 0 1 -1.287 5 4 max 1.724 5 1.208 5 0 1 0 1 0 1 _ -.688 1 - - min ,889 1 .13 1 0 1 0 1 0 - 1 -4.532 5 5 max: 0 1 0 1 0, 1 0 1 0 1 0 1 RISA-3D Version 4.5 [D:\risa\RHL 1 021AFRM.r3d] Page 3 Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number: RHL1021 SAFEWAY KIOSK FRONT FRAME June 10, 2002 9-21 AM Checked By:~ Envelope Member Section Forces. (continued) r min I 0 1 I '0 0 10 .. 1 1 . 1 1 0 1 0 1 M3 1 max 1.208 5 1.376 2 0 1 0 1 0 1 1.161 2 min 13 1 -.126 3 0 1 0 1 0 1 -3.616 3 2 max 1.208 5 .688 2 0 1 0 1 0 1 -.993 1 min .13 1 - 456 3 0.- 1 0 1 0 1 -3.135 5 3 max 1.208 5 0 1 0 1 0 1 0 1 -1.197 3 min .13 1 -.787 5 0 1 0 1 0 1 -2.487 2 4 max 1.208 5 -.434 1 0 1 0 1 0 1 1.326 3 min .13 1 -1.244 5 0 1 0 1 0 1 -1.575 2 5 max 1.208 5 -.868 1 0 1 0 1 0 1 4.939 5 - min .13 1 -1.702 5 0 1 0 1 0 1 .732 1 Axial (k) Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (k) (k) (k-ft) (k-ft) . (k-ft) Member Label Section Envelope Member AISC ASD 9th Code Checks Label Code Chk Loc (fl) Shear Chk Loc Dlr ASD Eqn (ft) Lc Message M1 .569 0 3 .032 0 Y 3 H2-1 ] - - - M2 669 0 5 .039 0 Y 5 H1-2 -- M3 _318 106 5 .040 10.6 Y 2 H1-2 Lc Envelope Member AISC ASD 9th Code Details E M1 3 16.687 ~.~~.79~ 36.791 36.791 1.75 "'----M2 -...--'-- -5~ --- --~---- ------- ------ .----f7S- 16.687 - 36.791 - 36_791 36.791 M3 5 18.4 94 36.791 36.791 40.47 1.75 Lc Fa (ksl) Ft (ksl) Fb y-y (ksi) Fb z-z (ksl) Cb Cm y-y Cm z-z Label ~=-!~--I=!~l ---------- ------ - -_.- -- - -- _.----- .- ------ - -- -- RISA-3D Version 4.5 [D:\risa\RHL1021AFRM.r3d] Page 4 $5.00 Light Gauge Steel Engineers Association . 2400 Crestmoor Road . Nashville, TN 37215 . (615) 386-7139 LATERAL LOAD RESISTING ELEMENTS: DIAPHRAGM DESIGN VALUES Summary: ]lle derivation of service load values for structural diaphragms that utilize plywood sbear1llng over cold-fanned steel framing are examined in this Tech Note. Induded is a brief discussion of some of the strUctural iSSlles that the designer should consider while designing and detailing the diaphragm. Introduction Lateral loads from wind or seismic effects arc usually trans- ferred to the vertical lateral force resisting system (Ihe shearwalls or frames) by the floor (or roof) framing system acting as a suuctural diaphragm. A diaphragm is part of the Ialed force-resisting system, and may be thought of as a deep, horizontally oriented beam that spans between the shearwalls or frames of the structural system. In residential or light commercial construction that utilized cold-formed steel (CFS) su-uctur.ll framing, it is usually the case that stnIC- tnral plywOod sheathing, along with the floor or roof fram- ing that provides the required diaphragm capaciey. DESIGN A comprehensive discussion of the design of structural ply- wood diaphragms is considered beyond the scope of this T ceh Notc. However, it is important to note that diaphragm de- sign considerations normally associated with plywood sheathing over wood framing apply equally [0 plywood sheathing over cold-fonned steel framing. ' Plywood sheathed diaphragms fall into two gen- eral categories: Blocked and Unblocked. Blocked diaphr.lgms have blocking or framing members attached to all edges of the plywood panels, and the blocking/framing is attached to transfer shearing loads across the panel boundaries. Blocking may consist of: __________ __________:i>SOld.:foIT!!...ed steel C-srud lengths installed vertic.-uly or flat between floor Joisr;-~-der thefUUlengthof me unsupported plywood pand edge; b) Flat cold-formed steel strapping installed continu- ously or in discreet lengths spaced along the unsupportcd edges of tile plywood sheathing_ Strapping may be in- stalled on top of, or beneath, the plJ:'wood panel edge_ lJght Gauge Sled Engineers Associmion Unblocked diaphragms do nOl have complete blocking along the pand edges that are perpendicular to tile direction of the supporting framing span. Sllear transfer along'these edges is achieved by a combination of bearing on adjacent panel edges (if the panels are staggered), and lateral resistance of tile DaIls or screws that occur within the field of the panel. Blocked diaphragms are typically stronger and stiffer due to the more complete edge attachments, but they also are typically morc expensive to assemble than unblocked diaphragms. Unblocked diaphragms are used more fre- quently in residential and light commercial strUctures mainly because the loads imposed on the diaphr?gm of the structure are generally low. In addition, the aspect [2tio (the ratio be- tween the length of the diaphragm between supporting ele- ments - to width of the panel) also tends to be low. Conse- quently, diaphragm deflection is usually within acceptable limi lS. A plywood diaphragm traditionally has been con- sidered to be "flexiblc.n That is, it is assumed to be inc.t- pable of resisting rotation within its own plane. Within cer- tain limitations imposed by building codes. exceptions to the previous statement include diaphragms that cantilever over the nearest line of sh~alls or frames, and buildings that are completely open on one side ("three-wall" build- ings). :fberc has been some discussion in recent years as to whether or Dot certaln plywood sheathed diaphragms should be classified as "semi-rigid", or having the abiliey to resist some level of in-plane rotation. TI1e 1997 edition of the UBC provides classifications for a diaphragm's fleribiI- - -UY;-15aSCd on lts nlid=-sp-an-deflection- rdati ve-to-thc-span-be- tween supporting clements. The designer should note that tbere is currently no accepted method for calculating the dcl1ection of an ~nblocked diap~;md thus the clas- sification of an unhlocked diaphr3gm as anything but flexible should be avoided.. The use of an unblocked dia- phragm implies a higher level of diaphragm deflCCtiOIL DETAILING Figure 1 illustrates the various planes that shearing stresses must transfer across to connect the diaphrJgm to adjoining lat- 'eral force-resisting elemenL~. In addition. diaphragm performance relics 011: a) Proper sizin:; and detailing of chord elements to accom- trIodate Ule induced loads. b) Proper sizing and detailing of drag-strut/collectors to de- velop the induced loads from the diaphragm into the veni- ell clements of the latcral- force resisting system (the shearwaIls or frames). Figure] ~ Attach shearwall ,,healhing 10 bottom ll<lClc as req'd 10 trans! er :;Ilear 10"Jds ~/ I II CoId-FOffiled Sleel II Floor Joists II Ii: , / il She.arwall Sheathing where I =rs _AtL"1ch ~lllr.1clc to rim fOIst as req'd to transfer shear loads from waif _ above .,-,to the rim jOist Floor fraTTung on j oPpo:;lte side/stud w:ln where occtlrs_ AtLxh plywood to rim jOtsl as req'd to lr.1nsfer olaphragm loads I I mlo the top trad< of wall bpJow. E ~ ::= ~ ~ ~ ~ ~ ~ ~ I I ~ ~ 1 I r---------, Attach rim joist 10 top tr;Jclc as req'd to tr.uder diaphragm or shearwaD loads inlo the top trdck: of w:iH bebw. Rim joi:;t and top lr<lclc 01 stud waD below may be used as diaphragm chord or drag strut elements. Anad. slw.arw-dn sheathing 10 top lraclc as req'd to lr<lnsfer ,.hear loads A more comprehen..<;ive discus- sion of the design and detailing concepts for structural ply- wood diaphragms can be found in the publications cited in Reduction Factor for Species Gronp IT Plvwood the References section at the end oftms publication. DIAPHRAGM SERVICE LOAD VALUES While tables of service load diaphragm values exist in the various codes for plywood attached to wood framing. Val- ues for plywood attached to cold-formed steel framing were not available in any of the nationally recoguized building codes at the time of this writing. However. diaphragm shear values for plywood I cold-fonned steel framing assemblies can be ~culated using the methods outlined in a document published by UlCAmerican Plywood Association, titled <<Cal_ culation by Principles of Mechanics" (see notation in the References section of this Tech Note). This document is a valuable tool for all designers of cold-fonned steel struc- tures. Design shears for Group II and C-DX plywood are 90 per- cent of the values for STRUer I plywood. Reduction Factor for 2 Inch Nominal Width TIle reduction for 2 inch lumber is needed because of the reduced fastener strength in the thinner lumber width. A s~ew in a 2 inch nominal width CFS stud is not vulnerable to the same capacity reducing factor. No reduction ill design shears was'made for tins load effect. Reduction Factor for CiQse Fastener Spacml!: No reduction in boundary attachment values have been taken for screws spaced at 2 inches on-center. Load values for plywood over cold-formed steel Reduction Factor for L~btly I..o."ldcrl Diaphravns framing based oJ? the methods outlined in this publication are shown in Table L Connection design shear calculations a) For blocked diaphragms with 6 inch boundary and panel can be found in Table 2. The basic design method as out- edge attaclnnents. use 7~ percent of the shear values of -----lineannllls-document involvcs-deteQIlining-the-appropFi::J.te - __lheAinclLand_6_in~b_f~tener ~aci.~g~__________..______._. fastener strength, and then finding the appropriate load per - lineal foot based on fastener strength and spacing. In addi- b) For unblocked diaphragms: lion, ~ing the appropriate diaphragm allowable loads l. For load perpendicular to unblocked edges and reqmres the use of some reduction fIctors to account for the continuous panel joints. use 67 percent of the shear effect of various grades of plywood, plywood panel buck-values of the 4 inch and 6 inch fastenet spacing. ling, and close fastener spacing- Rp:1uction factor values 2. For all other load conditions on unblocked diaphragms. used in the ~cu1ations., and the d~rivation of fastener strength use 50 percent of the shc.1I' values of the 4 inch and are as fonows: . 6 inch fa.<;tener spacing. 2 light Gauge Sled Engineer.; Association Allowable Shear for Wind or Seismic Forces (pounds per fool for wood $lrudtJl<lI panel shearwalls with rold.lormL>d steetlraming:;paced at 24 inches oo-<;enler) 1.2 Table J BLOCKED UIAPURAGMS UNBLOCKED DIAPIIRAGMS PANEL GRADE Screw Size Plywood Scn:w spacin g at , (Dia. = in.) Thicl::n= diapl=gm bound:rry Screws spaced at 6 mch<:s max. (in.) alr,es and at all at supportal ends (ilL) conunuou., pand edge:. (ilL) 6 4 2..S 2 Load papcndiOlbr Other Screw spacing at other plywood to uobJod:cd cd y,es configuraOOIlS Sl11d1bid:D= panel crlgcs (in.) and c:anrinooos pand jolllIS 6 6 4 3 Srrucmr.;] 1 #8 3/8 307 409 654 818 274 205 33 rrul. 43 mil & 54 null (D=O.16n 7116 307 451 721 902 302 226 33 mil. 43 mil & 54 1Il.I1 15/32 370 493 788 986 330 247 33 mil 43 mil & 54 mil 31ll 276 368 589 736 247 184 33 mil. 43 mil & 54 11111 C-D, C.C #8 S1>=l1hing. plywood 1'='1 (D=0.16I") 7/16 304 406 649 812 T72 203 33 mil, 43 mil & 54 mil "cling. ;md o.her IT-'dcs 15fJ2 333 444 709 ' 8Z7 1!J7 222 33 mil 43 mil & 54 mil evYCIOl in une So.nd;u-d 23-2 oc 23-3 1. AU paod cdga bacl=l wuh 15 indl oc wider fr.mung Space =w, at 6 jochc::; (\ 52 nun) "" cemcr ;oj",,!: jJUcrInCdiatc framing m<:mi:l=; for 318 inch (9.5 rom) and 7fl6 incb (\1 mml.palX:ls and 12 ioc:bcs (305 rom) foe other pand thid:n:=i:s. 2.. Sc:rcws s1JaIT k sclt-drilIing. :sclf-upl'ing wafer had or bugle hod = or the mmimum diamc1r:r shown. 3. Conopoods to 20 gauge. 18 gauge. and 16 gaoge. Reduction Factor for Panel Buckline Design shears for 3/8 inch panels were reduced by 17 percent for joi5ts spaced at 24 inches on-cen- ter, and design sh=rs for 7/16 inch panels were reduced by 85 per- cent for joists spaced at 24 inches on-center. Calculation of Allowable Fastener Loads Connection Strength Calculation F : = 4 450.!!: em ' in2 F . - 45 000 lb. cs. , . ~ m- Ib F yb: 90,000-:- 102 R : = Fem e Fcs Table 3 shows the allowable load calculations for screws used to derive me shearwall values. The calculations utili= me forrnubs in partXI. Section 11.3..2 of me 1991 edition of the National Design Specification (NDS) for wood construction (wood screws wilh metal side plates). Loads were calculated for #8 screws. __ ._ __ _. -"_n nu _ .__... . u~~ou~~ i!. is dl~or~~<:<:I!Jnr9~~.~~l~ .t~~~~late ~alues for tt6 screws, caution should be exercised if #6 screws are used. Tests at the Santa Oara University suggest that the #6 screws exhibit excessively brittle behavior. Preliminary fastener computations based on the thicker gauges of sheet steel did not yield significantly higher load values than the fasteners in tlle 20 gauge materiaL There- lighI Gauge Sree1 Engineers As.socimwn Z = the lesser of: Table 2 ts : = .0346 in.. <= 20 gauge D: = 0.161 in <= #8 screw KD: = 22 k: = -1+)2 (1+ Re) +FYb (2 + Re) D2 R 2F _t2 c ell] S k-D-t -F s em KD (2+R.) = 112 lb. <= Governs IY 1.75 Fern F yb 3 (1 +RJ = 172 lb. fore, the diaphragm schedules do not have different allow- ~~c l~ values for the thicker gauge smds. In addition, it was assuID(Xn1iat .i#8nsci-ew~haVlng rOll gfiljtlie same -di- -- . ._n ameter as an lOd nail, would fully. develop the strengili of a 15f32 incb STRUer Lor C-DX plywood panel. The allowable load values shown in Table 1 are for wind and seismic loads. TIle values are also limited to 4:1 aspect ratios. 3 SAMPLE CALCULATION: Table 3 STRUCT 1 PLYWOOD with Framing at 24 Inches On Centel" and #8 Screws load pa-jasuncr forAS scn:w and SlCdsu1e piau => Reduction for 24 inchc:; on center spacing of SOl<E => q (17 ':to for 3/8 Inch pane\,;. 85 % for 7116 inch pands) ] 12(1 - 17) Ib =3/8 inch plywood LOAD DURA110N FACfOR => LDF- = ~ 3 REDUCTION FOR 2 INCH NOMINAL WIDTII OF FRAMING => REDf'...NW: = 0 DlAPHRAGM FACrOR => C <11: = U REDUcnON FOR 2 INCH NAll... SPACING at BOUNDARY => REDF'...NS: = <Xl G:= 9O.()()().~b_ m- en: = _026% inch L: = 43 inches 1:= 375mch ON-CENfER FASTENER SPACING AT BOUNDARY => SS: = 4 inches ON-CENITR SPACING AT INTERIOR PANEL EDGE => SI: = 6 inches Octennine Allowable Shear at Interior Panel Edge Uailing [C'sf': lHLOFJ C. (HEDFmWi 1 · 2 en . 24 - G - t L v-- nVn muriar = V - 2.866 IblfL-1 Det.ermin<> AUowable Shear at Boundary Edge Uailiog (12 ill) V:= --1L - SB (q)' (WF) . Cdi nV.,boundary = V = 409 - Ib 1 It-I REFERENCES L -Cdd-Fomu:d SIu1 Design MIJJl.ua.l. - Amcn= Iron and Steel Insuture.. 1996_ 2. LRFD . Cold-Fomu:d Su:d Daign Manual. - Awcrican Iron and Stc:cl InstiOltc. 1996_ 3_ -ResidcnIi1l1 SIu1 Frammg Manuo.l." American Iron and ~tcd InstilUtc. 1994_ 4_ Uniform Building Calk, 1997 edition, Imcm:uionaJ Council of BuiJding Officials (030).1997- 5_ MSMA Producr Camlog and Daign Ma1UUll (1030 ER- No_ 4943), Metal Sllld Manuf= Associ:llion. 1992_ 6_ Conru:crors far Ligh! Gauge Sted ConsrTUcriOll. Product and InstnICrjon MOJIual. Cualog C-95S, Simpson Slrong- Tic Company. ) 995_ 7_ T~. Jobn R_. Rawrch Repon No_ 154. Srrucrural Pond Slu:ar Walls. Anx:ri= Plywood As:sociaJ:ion. Rcvi~.cd 1993_ 8_ Tt=l Jobn R_. and EllioE. J= K. R~earch Reporr No_ 138. Plywood Diaphragms. A:m<:riC1ll Plywood Association. 1993_ 9_ T=I. John R.. Calculation by Principles of Mechanics. Amcncan Plywood Association, 1993_ 10. Procoufings of a Workshop on Design of Horizonl;ll Wood Diaphr.Jgms. Applied Technology Council. 1979 11_ -Gultklines for me Design of iIorivmuzl Wood Diaphragms. - Applied Technology Cooocil19& L 12_ -NOIional Design SpecificaIion for Wood ConstruCtion. - 1991 F.dilion. ANSl/Nf"QPA NDS-I99 t. American Fo~ & Paper Association. 199L The infcnmuion provided in this publicarion shnll not comtiIuIe any rcprrsenInIion or warranly. e;rprcss or implied, on riu:: part _ __()[ LG~0-_~Cl!!':J'_ i!!4i.~r!.I~l rhlE 0~!!zE~n ~ suirabie for wr:tJfe:2~ro!._()~ ~tffic P}!TPO~,!~ and-.!.~uld ru:!_~t: used WIthout consulzing a qualiJIed engineer; archiu:CI, or building designer: ANY INDIVIDUAL OR ENIrIY MAKING USE OF THE----- - ------ INFORMATION PROVIDED IN THIS PUBUCATION ASSUMES ALL RlSKAND UABlUTY ARISING OR RESULT-' ING FROM SUCH USE. LGSEA believes IhaI the informaIinn conJain.ed within this pubIicarion an: in conformance with prevailing engineering sraruiards oj practice_ However; none of the informnrion provided in this publicatWn is urreru1ed 10 represent any official posiJion of LGSEA or to =Iude the use arull1ltplemenraIinn of any orlur design aT construction tecJmup= 19 Copyrigh11998 Light Gauge Steel Engineers Associorwn. 24fJO Crr;s!mOOT Road. Nashville, TN 37215. (615) 386-7139 - - 4 - light Gauge Sled Engineers Associarion ...,j.'U!>,""'_...... ;w,~~M'3...i:Yf'"~U.,~Yrihm1ml'~;qt!_ifa'~tM'-.lo":!;M'.It'J.l'lR Project: $AF~WAY kJDS,K Client: R..i4 L Job No. J lJ 4- J 4-0 Date: ~ It. 4-/ oz. Eng:~W FARAr?~T STDos _ ~O~1'-J - - I~ '>< )( ':1 ~ x. - 3 :>< K J.3 ></,0 /.; dl.t.A t( l' y 3 .~3/'Z.. ~- 'l..S I-'.cb ---- ----_.._-~ ----- ------- -------- "---------- --- - --- ----------~ -----------~ ----- ----- ------- ---- ---- ---------- ------ z..~ 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Fax: (714) 245-4933 CFS Version 3.5 Section: 362S 162 -54 .set 362S162-54, 33 kSI Stud SSMA Library -+ Section Inputs Material: A653 SO Grade 33 Apply strength Increase from cold work of forming. Modulus of Elasticity, E 29500 kSI Yield Strength, Fy 33 kSI Tensile Strength, Fu 45 ksi WarplOg Constant Overnde, Cw 0 in^6 Torsion Constant Overnde, J 0 in^4 Stud, Thickness 0.0566 In (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 10 Outside dimenSions, Open shape Length Angle RadiUS Web k Hole Size Distance (In) (deg) (In) CoeL (in) (In) 0.5000 270.000 0.084900 None 0.000 0.0000 1.6250 180.000 0.084900 Single 0 000 0.0000 3.6250 90.000 . 0 084900 Single 0 000 1.5000 1.6250 0.000 0.084900 Single 0.000 0.0000 0.5000 -90.000 0.084900 None 0.000 0.0000 1 2 3 4 5 " Rev. Date: Rev. Time. Rev By: Phone: Fax. 0.2500 0.8125 1 8125 08125 0.2500 5/1/2000 12 00 00 PM RSG Software GL CFS Version 3.5 Section. 362S162-54.sct 362S162-54, 33 kSI Stud SSMA library Rev. Date. Rev. Time: Rev. By: ' Phone. Fax 5/1/2000 12:00.00 PM RSG Software Member Check - 1996 AISI Specification-Supplement 1 (ASD) Design Parameters: Lx 3.3300 ft Ly 3.3300 ft Lt 3.3300 ft Kx 2.0000 Ky 1. 0000 Kt 1.0000 Cbx 1. 0000 Cby 1. 0000 ex 0.0000 in Cmx 1. 0000 Cmy 1. 0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0000 2.2600 0.1130 0.0000 0.0000 Applied 0.0000 2.2600 o . 113 0 0.0000 0.0000 Strength 5.0565 9.2213 0.7255 3.1196 2.0053 Effective section properties at applied loads: Ae 0.42191 in^2 Ixe 0.87302 in^4 Iye 0.15434 in^4 Sxe ( t) 0.48167 in^3 Sye(l) 0.28777 in^3 Sxe(b) 0.48167 in^3 Sye (r) 0.14177 in^3 Interaction Equations AISI Eg. C5.2.1-1 (P, Mx, My) 0.000 + 0.245 + 0.000 0.245 <= 1.0 AISI Eg. C5.2.1-2 (P, Mx, My) 0.000 + 0.245 + 0.000 0.245 <= 1.0 AISI Eg. C3.3.1-1 (Mx, Vy) 0.060 + 0.024 0.084 <= 1.0 AISI Eg. C3.3.1-l (My, Vx) 0.000 + 0.000 0.000 <= 1.0 _~_ . - ___ ____ n__ __~_ _ ___ -- --- -- - -- - - ------ 7..) PEYTON-TOMITA & ASSOCIATES 08f13f2UU2 ECCENTRIC SCREW PATTERN: P= 0.151 K PL= 3.013 IN-K n= 3 FASTENERS VERTICAL m= 2 FASTENERS HORIZONTAL b= 3 IN. VERTICAL SPACING 0= 1.625 IN. HORIZONTAL SPACING Ixx= 36 Iyy= 3.960938 Ip= 39.96094 f1= 0.025 K f2= 0.061 K f3= 0.226 K fR= 0.242 K ---------- - - - -- ---- ----- --~ --- ------ -------.._- - 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 -~9 PEYTON-TOMITA & ASSOCIATES SCREW CAPACITY SCREW SIZE NO.= Pas=Pns/3.0 t2= . t1= t2/t1 = d= Fu2= Fu1= dw= EQ6.3.1 EQ6.3.2 EQ6.3.3 0.0566 IN. 0.0566 IN. 1 0.164 IN. 45 KSI 45 KSI 0.3125 IN. Pns= Pns= Pns= MIN = 08/13/2002 8 THICKNESS OF MEMBER NOT IN CONTACT WITH SCREW HEAD THICKNESS OF MEMBER IN CONTACT WITH SCREW HEAD NOMINAL SCREW DIAMETER Fu OF MEMBER NOT IN CONTACT WITH SCREW HEAD Fu OF MEMBER IN CONTACT WITH SCREW HEAD SCREW HEAD OR WASHER DIAMETER 1.03 K 1.13 K 1.13 K 1.03 'K EQ6.3.4 Pns= 1.13 K EQ6.3.5 Pns= 1.13 K MIN.= 1.13 K 1 1.03 Pns= 1.03 K 1 1.03 Pas= 0.344 K 2.5 1.13 Pat=PnU3 0 EQ6.4.1 Pnot= 0.355 K EQ6.4.2.1 Pnov= 1.194 K MIN.= 0.355 K Pat= 0.118 K 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 L~ J, , . ""1(: , :~igtlti,ng Summary , , '. ,'-" ,! ".",'", . -, " , .-:,:' .- ~TG~$QI)4.; 1994 Washington State Nonresidential Energy Code Compliance Form 18 .J' 1994 Washington Slale Nonresldent,al Energy Code Comphance Forms Second EdrtJon - June 1995 Applicant Name Applicant Address: Applicant Phone' Date I 2. - "7 - C> ~ Proj ect Info Project Address For Building Department Use Project Description o Alterabon Compliance Option o Prescrlplive ~ LJghli~g Power Allowance 0 Systems AnalysIs (See Qualification Checklist (over). Indicate Prescriplive & LPA spaces clearly on plans) Alteration Exceptions (check appropnate box) o No changes are being made to the lighting o Less than 60% of the fixtures are new, and Installed Iighbng wattage IS not being Increased Maximum Allowed Lighting Wattage (Interior) Localion (floor/room no ) Occupancy Description Allowed Watts per If .. Allowed x Area \ .. From Table 15-1 (over) - document all exceplions taken from footnotes Total Allowed Watts 00. <5'~ Proposed Lighting Wattage (Interior) Locabon (floor/room no.) (May not exceed Total Allowed Watts for Intenor) Number of Fixtures 'LSo LV ~~ l 2-(.1~ S3/D Total Proposed Watts may not exceed Total Allowed Watts for Intenor Total Proposed Watts S g g Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area In If Allowed Watts Location Descriplion per If or per If (or If for penmeter) x If (or x tf) Covered Parkmg - I 0.2 W/tf Open ParkJng 0.2 W/tf ?b t:, 01 Outdoor Areas 02 w/tf (;/1 'S 9,' t-s'?h Bldg, (by facade) - 0.25 W/tf Bldg. (by penm) 7.5 W/If 'q~.7 '7(~ Note: for bUilding extenor, choose either the facade area or the penmeter method, but not both) Total Allowed Watts 21li Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Extenor) Number of Fixture Descnpbon Fixtures Watts! Fixture Watts Prooosed Q-tf /(, ~S 4- Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts ," 1994 Washington State Nonresidential Energy Code Compliance Form !' ,llighting Summary (back) " : . '., LrG..S~I\II: 1994 Washington Stale NonresldentJal Energy Code Comphance Forms Second EdltJan - June 1995 o Warehouses, storage areas or air~raft storage hangers o Other r "'Prescri ptive Spaces Occupancy Qualification Checklist LJghbng Fixtures: Note' If occupancy type IS .Other' and fixture answer IS checked, the number of fixtures In the space IS not hmrted by Code. Clearly indicate these spaces on plans. If not quahfied, do LPA Calculal1ons. o Check here If at least 95% of fixtures in the space r;neet all four cntena: -'~ 1 Fixtures are fluorescent, non-lensed, ~th orily one or two lamps, and 2 Lamps are T-5, T-6, T-8 or PL, and 4. Ballasts are electronic ballasts 3. Lamps are 5-50 Watts, and Table 15-1 Unit Lighting Power Allowance (LP A) for Interior Lighting LPA2 LPA2 Use' (W/ff) Use' (Wife) Pamtlng, welding, carpentry, machine snq:>s 2.3 Pdice and fire stationsB 1.2 Barber shqJs, beauty shops 2 Atna (atrlums) 1 Hotel banquetlconference/eld1lbltlOn half,' 2 Assemblv scaces9, audrtorlums. avmnasia9, thealers 1 laboratories 2 Process plants 1 Aircraft repair hangars 1.5 I Restaurantslbars 5 1 Cafetenas, fast food establishments5 1.5 I Retail AlD 1 Factones, workshops, handling ~ 1.5 I RetaIIS'D, Retail banklna 1.5 Gas stations. auto recall shoos5 1.5 I Locker andlor sh0'M3r faCIlities 0.8 InstitutIOns 1.5 I Warehouses" storace areas 05 Ubraries5 1.5 I Aircraft storace hanqars 0.4 Nursing hcmes 1.5 I Parking garages See Section 1532 Wholesale stores (pallet rack shelVIng) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onll Schools buildings, school classrooms, day care centers 1.35 Carmon area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 TOilet facllitJes and washrooms 0.8 Afice bUildings, office/adminIstrative areas in facilities of I ~ use types (Including but nal limited to schools, 1.2 hcsprtals, instJtutions, museums, banks, churches)5.7.1' Footnotes for Table 15-1 1. In cases In which a use is not mentionerl specifically, the Unit Power Allowance shall be determinerl by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased. by two per= t per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot ofroom may be increased by two per=t per foot of ceiling height above twelve feet. 4 For all other spaces, such as seating and co=on areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two per=t per foot of ceiling height above nine feet. 6. Includes p\lmp area under canopy. 7 In cases in which a lighting plan is submitted for only a poruon of a floor, a lJnit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common ar~, which may include elevator space, lobby area and rest rooms. Common areas, as herein definerl do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adja=t spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B,light for free-standing display, building showcase illumination and display windowilluminatiOll installerl Wlthm two feet of the window are exempt. Retall A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display lummaries 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covererl by racks plus the vertical face area (access SIde only) of the racks. The height allowance defined in foomote 2 applies only to the floor area not covered by racks. -' lighting 'Permit Plans Checklist : ~TG~,QtiI~: 1994 Washlng10n Stale NonnlsldentJal Energy Code Compliance Fonns Second EClItlOn - June 1995 PrOject Address liD ~ 3rP<. Sf fo rr A #''t-rL /L > Date l2-'~'o2- I The follOWing InformatJon IS necessary to check a lighting permrt applicatJon for compliance with the lighting requirements in the 1994 Washington State Nonresldenllal Energy Code. Applicability Code - Locallon BUilding Department (CIrcle) SectJon Component Informallon Required on Plans Notes LIGHTING CONTROLS (Section 1513) ( yefY DO n.A. 1513.1 LocalcontroVaccess Schedule With type, Indicate locatJons ~, < yej) DO n.a. 15132 Area controls Maximum limit per swrtch S( 1513.3 Dayhght zone control Schedule wrth type and features, Indicate 10catJons ~DO n.A. verllcaJ glazing Indicate verllcal glazing on plans 61 yes DO rrr.'s. overtlead glazing Indicate overhead glazing on plans yee DO 6l.s 15134 Dlsplay/exhlb/speclal Indicate separate controls 1513.5 Extenor shut-off Schedule With type and features, indicate location ~DO n.a. (a) llmer w/backup Indicate locallon E-4 yei) DO n.a. (b) photocell. Indicate locallon ~4- 1513.6 Inter. auto shut-off Indicate locallon yes no Cn~ 1513.61 (a) occup. sensors Schedule With type and locatIOns yes DO ~ 15136.2 (b) auto. sWitches Schedule With type and features (back-up, overnde capability); Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520-22 or 1530-32) (~,;) DO lIghllng Sum. Form Completed and attached. Schedule With fixture types, (;if lamps, ballasts, watts per fixture ELECTRIC MOTORS (Section 1511) yes DO n.s.1 I Elec motor effiCiency I MECH-MOT or EqUipment Schedule with hp, rpm, effiCiency I I 1994 Washington State Nonresidential Energy Code Compliance Form ," If "no" is circled for any question, provide explanation: - - -,.... ..",,:, ---.-' CQmlJl.ijp.i ty OeV~l0pRl~nt & Pefcfl,lits, PLANNING USE ONLY: APPROVALS: Notes: o PLAN o BLDG. ODPW o FIRE o OTHER ESA/Wetland( s): Yes 0 No 0 SEPA Check list required? Yes 0 No 0 Other 0 BUILDING APPLICATION SUBMITTAL: Your application and site plan must bejilled out completely to be accepted for review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. Your completed application, site plan (for additions) and building constructIOn plans are to be submitted to the Building Division. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 360-41 7-4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, this application will expire by limitations. The Building Official can extend the time for action by the applicant up to 180 days, on wntten request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). No application can be extended more than once. I-hereby certifY that I have read and examined this application and know the same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required, it remains the applicant's responsibility to determine what permits are required and to obtain such. Applicant Signature: if ~ j)~ Date: /2/2-0/02- \ co' Envelope Summary Climate Zone 1 ENV-SUM 1~::11 VVa::)IIlIIYlUII 0ldlt::::: l'\IUIIlt:::~IUt:::IILIClI I::.IIC:I~Y ,-,vue; vVllltJlIOllvv I Villi 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 1998 Project Info Project Address SAFEWAY STORE #1492 Date 9/25/02 110 E. 3rd Street For BUilding Department Use Port Angeles, WA Applicant Name Mark Rob~son, P.E. Applicant Address 20300 19TH AVE NE, SHORELINE, WA 98155 Applicant Phone 206.364.3343 Project Description o New BUilding 0 Addition o Alteration o Change of Use Compliance Option o Prescriptive 0 Component Performance (See DecIsion Flowchart (over) for qualifications) o ENVSTD o Systems AnalysIs Space Heat Type o ElectriC resistance @ 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 Exterror Wall Area If they are Insulated to 142.0 . 1056.0 X 100 = 13.4% the level reqUired for opaque walls . ConcretefMasonry Option o yes @ no assembly below Semi-heated space" Opaque ConcretelMasonry Wall Requirements Insulation on Interior - maximum U-factor IS 0 19 Insulation on exterior or Integral - maximum U-factor IS 0 25 If project qualifies for ConcretelMasonry Option, list walls with HC ~ 9 0 Btu/ft2.oF below (other walls must meet Opaque Wall requirements) Use descriptions and" values from Table 20-5b In the Code Wall Description U-factor (including Insulation R-value & position) Envelope Requirements (enter values as applicable) Fully heated/cooled space MInimum InsulatIOn R-values Roofs Over Attic 30.0 All Other Roofs 21.0 Opaque Walls 11.0 Below Grade Walls 10.0 Floors Over Unconditioned Space 19.0 Slabs-an-Grade 10.0 Radiant Floors 10.0 Maximum U-factors Opaque Doors 0.600 Vertical GlaZing 0.900 Overhead GlaZing 1. 450 Maximum SHGC (or SC) VertlcallOverhead GlaZing 1. 000 Minimum InsulatIOn R-values Roofs Over Semi-Heated Spaces' I 'Refer to Section 1310 for qualifications and requirements Notes: 1:;1:;11 VVd~IIIIIYI.UII Ql.dl.C '''o,IUIIlt;;;::IIUCIIUOI Lllvl~Y \.JVUC;; \.JV111t-"IIC1IIVli.J I Villi 'Envelope UA Calculations Climate Zone1 ENV-UA First EditIon, June 1998 1997 WashIngton State Nonresidential Energy Code Compliance Forms Project Address SAFEWAY STORE #1492 Date 9/25/02 Space Heat Type o Electnc resistance @ All other For BUilding Department Use G lazing Area as % gross extenor wall area 13.4%Prop I 40.0% Max Target ConcretefMasonry Option OYes @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=0.900 Plan ID 0.900 142.0 127.8 0.900 142.0 127.8 U= Plan ID Glazing % Electnc Resist Other Heating - 0> U= Plan ID 0-15% 040 090 ~ ~ U= Plan ID >15-20% 040 075 -e ~ (1)- U= Plan ID >20-30% not allowed 060 >0 U= Plan ID >30-40% not allowed 050 U= Plan ID (see Table 13-1 for Conc/Masonry values) <FJ U= Plan ID 0 0> .;::; U= Plan ID Glazing % Electnc Resist Other Heating c ~ N ID U= Plan ID 0-15% 080 145 ro <5 > 0 U= Plan ID >15-20% 080 140 "0 ro <FJ U= Plan ID >20-30% not allowed 1.30 (1) .c '0 ID 0 U= Plan ID >30-40% not allowed 1.25 > 0::: 0 .c U= Plan ID (see Table 13-1 for Conc/Masonry values) 0 U= Plan ID (1) U=0.600 Plan ID D1 0.600 21.0 12.6 0.600 42.0 25.2 :J <FJ go U=0.600 Plan ID D2 0.600 21.0 12.6 Electnc Resist Other Heating 0.0 00 U= Plan ID 060 060 n ~ u R= 30.0 Plan ID 0.033 370.0 12.3 0.033 370.0 12.3 :> ~ ~ R= Plan ID Electnc Resist Other Healing 2 0 ~ R= Plan ID 0031 0.036 ~ <FJ R= Plan ID (1)- .c 0 R= Plan ID Electnc Resist Other Heating - 0 00::: R= Plan ID 0034 0050 R= 11. 0 Plan ID 0.091 872 .0 79.3 0.091 872.0 79.3 . R= Plan ID !!! R= Plan ID ro ~ R= Plan ID Electnc ResIst. Other Heating (1) :J R= Plan ID Ordinary 0062 014 r::r ro R= Plan ID Metal stud o 11 0.14 0. 0 R= Plan ID Conc(lnt) 019 019 "Note sum of Target Areas here should equal Target Opaque Wall Area (see back) Conc(oth) 025 025 R= Plan ID ~ (1) u R= Plan ID Electnc Resist Other Heating ) "0 = - ro 0 D ~ - R= Plan ID' Ordinary 0062 0.14 o 0 :S Note If Insulated to levels required for opaque walls, list above with opaque walls Metal stud 0.11 0.14 ii R= Plan ID > "0 ) c R= Plan ID Electnc Resist Other Heating n 0 C _ 0 (/ R= Plan ID 0029 0056 ) c 2:J R= Plan ID ~ , - R- 10.0 Plan ID 0.100 370.0 37.0 0.100 370.0 37.0 : Q) C ? u ~ R= Plan ID Electnc ResIst. Other Heating J ro 1: u ~ 0 6 0>0: R= Plan ID F=O 54 F=O 54 R= Plan ID (see Table 13-1 for radiant floor values) 'For CMU walls, Indicate core Insulation matenal Totalsl 1796.0 281. 6 Totalsl 1796.01 281.6 For compliance 1) Proposed Total Area shall equal Targe I mal Area, ana ~) t roposeu 100a UA shall no exceeu ar el I mal VA g 1';;1';;1/ VVc1;:)IIIII~lUII vlc1lC I....UIIICi:tIUCllllOI I-llvl~Y VUU'V VUIIIt-'1I01Iu'V I UIIII ~ Climate Zone 1 ENV-SHGC 1997 Washington Stale Nonresidential Energy Code Compliance Forms =lrsl Edition, June 1998 Glazing Proposed SHGC Target SHGC List components by assembly 10 & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A 10 1.000 154.0 154.0 1. 000 142.0 142.0 en 10 Glazing % Electnc Resist Other Heating c 10 0-20% 1 00 100 N m 10 >20-30% not allowed 0.65 (5 10 >30-40% not allowed 045 10 (see Table 13-1 for Cone/Masonry values) *Note Manufacturer's SC may be used In lieu of SHGC Totalsl 154.01 Totalsl 142.01 154.0 142.0 . For compliance Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: 1997 NREC reVISions allow SHGC compliance for vertical and overhead glazing to be calculated together The 1994 Forms required separate calculations for vertical and overhead glazing Building Permit Plans Checklist ENV-CHK 1997 Washington Slate Nonresidential Energy Code Compliance Forms First Edition, June 1998 Project Address SAFEWAY STORE #1492 Date 9/25/02 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 ) Seclion Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scooe Unconditioned soaces Identified on olans If allowed yes 1302 Space heat type M-1 Other If "Other", indicate on olans that electriC resistance heat IS not allowed n.a. 13102 Semi-heated soaces Semi-heated soaces Identified on olans If allowed 1311 Insulation yes 1311 1 Insul Installation Indicate denSities and clearances ARCH yes 13112 Roof /celllng Insul Indicate R-value on roof sections for attics and other roofs, ARCH Indicate clearances for attic insulation, Indicate baffles If eave vents Installed, Indicate face staollnQ of faced batts yes 1311 3 Wall insulation Indicate R-value on wall sections, ARCH Indicate face stapling of faced batts, Indicate above grade exterior insulation IS protected, Indicate loose-fill core Insulation for masonry walls as necess, Indicate heat capacity of masonry walls If masonry ootlon IS used or If credit taken In ENVSTD, n.a. 13114 Floor Insulation Indicate R-value on floor sections, Indicate substantial contact With surface, Indicate supports not more than 24" 0 c , Indicate that Insulation does not block airflow throuqh foundation vents yes 13115 Slab-on-grade floor Indicate R-value on wall section or foundation detail, ARCH Indicate slab insulation extends down vertically 24" from top, Indicate above qrade exterior Insulation IS Drotected n a. 13116 Radiant floor Indicate R-value on wall section or foundation detail, Indicate slab Insulation extends down vertically 36" from the top, Indicate above grade exterior Insulation IS protected, Indicate insulation also under entire slab where reo'd bv OffiCial yes 1312 GlaZing and doors ProVide calculation of glaZing area (Including both vertical ENV - UA vertical and overhead) as oercent of qross wall area UA yes 13121 U-factors Indicate glaZing and door U-factors on glaZing and door ARCH schedule (proVide area-weighted calculations as necessary), Indicate If values are NFRC or default, If values are default then speCify frame type, glaZing layers, gapwldth, low-e coatlnQs, Qas fllllnQs yes 13122 SHGC & SC Indicate glaZing solar heat gain coeffiCient or shading ARCH coeffiCient on glaZing schedule (prOVide area-weighted calculations as necessary) 1313 MOisture control yes 13131 Vapor retarders Indicate vapor retarders on warm Side ARCH yes 13132 Roof/ceiling vap ret Indicate vapor retarder on roof section, ARCH Indicate vaD retard With sealed seams for non-wood struc yes 13133 Wall vapor retarder Indicate vapor retarder on wall section ARCH n.a. 13134 Floor vapor retarder Indicate vapor retarder on floor section 13135 Crawl space vap ret Indicate SIX mil black polyethylene overlapped 12" on ground 1314 Air leakaae yes 13141 Bldg envel sealing Indicate sealing, caulking, gasketlng, and weatherstripping ARCH yes 13142 GlaZing/door sealing Indicate weatherstripping ARCH n.a. 13143 Assemb as ducts Indicate sealing, caulking and gasketlng PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) n.a. Envelope Sum Form Completed and attached PrOVide component performance worksheet If necessary PrOVide ENVSTD screen 1 outout If necessary 'll::Il::I ( vvasnmgmn "rale I\lOnreSIOenIIC:l1 ellergy vuce vUrTlfJlIClIl(;e rUI III If "no" IS shown for any question, prOVide explanation: Mechanical Summary MECH-SUM I ::1::11 VVd~lllIl~lUII ,-HOl'Ci I 'tVIII........."'........, IU......' -.. 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June, 1998 Proj ect Info Project Address SAFEWAY STORE #1492 Date 9/25/02 ANACORTES, WA For BUilding Dept Use Applicant Name Mark Robison, P.E. Applicant Address '20300 19TH AVE NE, SHORELINE, WA 98155 Applicant Phone 206.364.3343 Project Description lOne 2-ton packaged rooftop heat pump. Bnefly descnbe mechanical system type and features I Compliance Option @ Simple System 0 Complex System 0 Systems AnalysIs (See DecIsion Flowchart (over) for qualifications Use separate MECH-SUM for simple & complex systems) 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 Capaclt/ OSA CFM SEER 10 Brand Name 1 Model No 1 Btu/h Total CFM or Econo? orEER IPLV3 Location Heating Equipment Schedule EquIp Capaclt/ OSA cfm 10 Brand Name 1 Model No 1 B tu/h Total CFM or Econo? Input Btuh Output Btuh Efflclencl Fan Equipment Schedule Equip 10 Brand Name 1 Model No I CFM SP1 HP/BHP Flow Controls Location of Service llf available applicable 2 As tested according to Table 14-1,14-2 or 14-3 3 If required 4 COP, HSPF, Combustion EffiCiency, or AFUE, as Mechanical Permit Plans Checklist MECH-CHK 1997 Washington State Nonresidential Ener9Y Code Compliance Forms First Edition - June, 1998 Project Address SAFEWAY STORE #1492 Date 9/25/02 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 (yes, no, n a ) Secllon Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance yes 1411 4 Pkg elec htg & clg List heat pumps on schedule M-l yes 1411 1 Minimum effiCiency Equipment schedule with type, capacity, effiCiency M-l 1412 . HVAC controls yes 14121 Temperature zones Indicate locations on plans M-3 yes 14122 Deadband control Indicate 5 degree dead band minimum M-l n.a. 14123 Humidity control Indicate humidistat yes 14124 Automatic setback Indicate thermostat with night setback and 7 dlff day types M-l yes 141241 Dampers Indicate damper location and automatic controls M-l yes 14125 Heat pump control Indicate microprocessor on thermostat schedule M-l n.a. 14126 Combustion htg Indicate modulating or staged control yes 14127 Balancing Indicate balancing features on plans M-3 n.a. 1422 Thermostat Interlock Indicate thermostat Interlock on plans yes 1423 Economizers EqUipment schedule M-l 1413 Air economizers yes 14131 Operation Indicate 100% capability on schedule M-l . yes 14132 Control Indicate controls able to evaluate outside air M-l yes 14133 Integrated operation Indicate capability for partial cooling M-l 1414 Ductlng systems yes 14141 Duct sealing Indicate sealing necessary M-l yes 14142 Duct Insulation Indicate R-value of Insulation on duct M-l yes 14151 Piping insulation Indicate R-value of Insulallon on piping M-l <l.a. 1424 Separate air sys Indicate separate systems on plans yes Mech Sum Form Completed and attached EqUipment schedule with types, InpuUoutput, effiCiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg no 1441 Elec water heater Indicate R-10 insulation under tank no 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools 1452 (reserved) n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R-12 pool cover If "no" IS Circled for an uestaon rovide ex Ilanatlon: I~~( vVClslllnglOfl ;:)lene I\lUllle::>luelllldl cllel!:ly \Juue \JUI!lfJlldl!\;e rUIII! yq , p p 1441 - Water heater is on a shelf. 1442 - This is 24 hour facility. Structural Calculations for Safeway Store #1492 45' ..0" x 94'..2" Canopy 110 East Third Street Port Angeles, Washington Designed for: Bestworth-Rommel, Inc. 19818 74th Avenue NE Arlington, W A 98223 (360) 435-2927 BR#2607 Designed by: Lewis Engineering Consultants Kristi Lewis 19229 99th South Renton, WA 98055 Phone: (253) 520-4120 fax: (253) 681-8349 emall: lewls790@anbLcom Job #2201.35 October 4,2002 ksl 10/2/2002 Design Loads on with 45.0 it x 4 columns 94.2 it Canopy Gravity Snow Load= Deck Dead Load= Total Load= 25 psf 3 psf (neglecting beams) 28 psf Wind Per 1997 UBC 80 mph Exposure C p= CeCqqsI Ce= 1.13 for 20' above grade and less qs= 16.4 psf on fascia height of 4.0 ft 1= 1.0 On vertical projected area Cq= p= 1.3 24.1 psf v= 4.3k V= 9.1k short dIrection long dIrectIOn Uplift on elements Cq= 1. 7 p= 31.5 psf Seismic Assume seismIC zone 3 v= 3.0C/R * W Ca= 0.36 R= 2.2 (Z=0.3) Eq 30-11, 1997 UBC Table 16-Q, SOli profile Sd Table 16-N, Cantilevered column elements W= 3 psf* 55plf * 50plf * = 37.3k 94.2ft * 94.2ft * 39.0ft * 45.0ft + 4 beams + 2 beams + v= 18.3k p= 2 - 20/ (rmax *SQRT(AB)) = 0.77 (rmax= 0.25) use p= 1.00 E= 18.3k (=V*p) for allowable stress design, use E/l.4= 13.1k (UBC 1612.3.1) V max per column = 2.27 kips from wind 3.27 kips from seismic '" ~ 13'-6' 67 -2" 13'-6" 12'-3" 10'-8' 10-8" 10'-8" 10'-8" 12'-3" - "1 . LmX55 ~ ~ J I I W24x55 I ~ I ~ ~ ~ ~ ~ ~ I I :.,. <J) <J) 0 N24x55 0 \ \ok ,1" , = LBeam S / 17'-6" = '" '" , '" ,\ {., ; lice Be m Splice '" = " 17~" (8 Plac. Typ) = ~ ", // ~ HSS 12x12X1/4~~ Columns = (4 Places Typ) = W24x55 -- .------.... . W24x55 .W24x55 I \~'~d . . ....I = g J = ~ \ )\ V' a ~~ <0 '" .lj '" = '" ~.g ~ = N '" ~ _x .. ~ "'0 V:Beamto Deck Braces f8\ = (6 Places Typ ) = W24x55 . W24x55 .W24x55 ~SV I I . . ,\ = Lf"am to = Beam Braces (6 Places Typ ) '" = = ~ a f6\ f6\ '" = ~ I = W24x55 . W24x55 W24x55 ~SY I "1 .1 I I I ~ I i I I I I I Il I I ~ I I :.,. <J) <J) 0 0 ~ 2 VLA CS1 CS1 J W6-J 94' 2" FAA~\ \ ~ 3 ksl 10/2/2002 Deck Design Ill;' -(, r I':' 1 \'2.. \ 1 \"2' b Load Case DL+ DL + DL + DL Snow Unbal Snow Uplift W 3 3 + 25 3 + 25@ ctr sp -32+3 (psf) 3 + 10 @ alt spans R1 31 289 203 -299 (plf) R2 37 341 374 -353 (plf) M+max 189 241 359 (Ib-ft) M-max 346 413 196 (Ib-ft) /). @ cant 0.10 -U575 < U90 (tv) /). @ span 0.30 =U479 < U180 (in) Use deck properties shown on next page y LOAD TABLES 050 MEGA SPAN 3" Standing Seam Roof Deck Description: 7/8" ~ C1 t- MIl I. 16" 3/4" a .L..,r- ~ rl3 .1 3" Deep panel, 16" in width, minimum yield strength of 50,000 psI. . 20 gage, Galvanized and Painted, with embossed 'finish. Conforms to ASTM A653, SO Grade 50 STANDARD PANI!L SECTION PROPERTIES - Design Wl Positive Bending Ne.gatfve BendIng Deck Thickness Ibs.nr +I +8 .. oS ~ In. In~1ft In31ft In~/ft In 31ft BRI.32016 0.03$6 2.1700 0.6941 0.2820 0.3713 0.2172 \ \.A 1.\ \.e10 1CYSlb-ft: 643l'C=P: - Span Condition Span Length, Center to Center of Supports In Feet and Inches Total Uniform Load (Dead + Live) In Pounds per Square Foot . 25 pst " 30 pst 35 pst 40 pst 45 psf '~. .:~ '2-'_ + t SImple Span r-r--; 2 Span 14' 8" 13' 2" . 12' 0" 11' 1" 10' 4" 9' 9" 9' 3" rm 15' 10. 14' 2" 13' 0" 12' 0" 11' 2" 10'7" 10' 1" 3 or More Spans 1. Lower figure in shaded areas designates load controlled by deflection, l/180 o , " \~-~ I III i." IS? \ , Ci Y IJ. t (p1'-ZI' \ l ' 'I \"3 - 6 I Beam Design Load Case DL + DL + DL + DL Snow Unbal Snow Uplift W 37+55 341+55 341+55 -353+55 (plf) 180+55 R1 4.34 18.65 16.48 -16.62 (kips) M @ support 36.1 21.4 32.2 (k-ft) M @ span 187.3 202.0 166.9 (k-ft) D. @ cant 2.20 =L/90 < L/90 (In) D. @ span 374 =L/216 < L/180 (in) Use W24x55 continuous brace @ bottom flange braced @ 11'.0" @ top flange Fy= 50 ksi Mallow = 226.0 k-ft M ~ 0\:, \, c..e " \ 0~,~ t- (t _I i ~1--o \ I I I Becz<<1 I I i I i I i I I I I I I I I I I I ...~ I :~:ji'J?5. I I~L- IO(z_iQL S:p \ 'I c.c:.. H:: l 0 3 ~ ~ I~ - (t ?j 0\ -< C- --r;. C-;.. HI,,' _01\ l' l~, oL /~b~ I~ ::- \ ~ , 2.-l- ( 6" (-t lU~ A32S t30L~ - M It.-....- \ "\. 2- ~ x ~Ioo liD ~ l ,16' ;. :: ~1,1, ~":IY) ~ F~ ~ O,~? ~ ::- 21 l'?L S Z k l ~~: '2., qq',{)3 (-:, 'o~-Z-! L, I 0 1\ )< \ ~''-111 L '? 1\ 'f. l I \ \ \} lt 1 ' 1- t--Ct1 ~ - i I (Jo----- I I I I I I I I I I I I I , I I I I I I I I I I I i I I I I I I ksl 10/2/2002 1 Crossarm Design Yl \'1-' 1'{ f 7..... 1=', 7, t \ I \ !/ , 1 \ ~\ ~ 10 -0 1 D '. It I Load Case DL + DL + DL+ DL Snow Unbal Snow Uplift W 26 26 26 26 (pit) P1 4.10 16.20 10.00 -11.50 (kips) P2 4.30 18.70 18.70 -1650 (kips) R1 9.3 35.8 29.60 27.10 (kips) M @ support 173.0 108.0 118.0 (k-ft) M @ span 1430 78.3 93.7 (k-ft) ~ @ cant 133 in =U95 < U90 (in) ~ @ span 0.30 in =U600 < U180 (in) Use W18x50 braced at 12'.0" Fy= 50 ksi Mallow = 180.0 k-ft per AISC pg 2-208 Canopy Column Design Mark: by: date: job #: Combined Axial Compression and Bending on Steel Shapes per AISC 9th edition, Chapter H member TS12x12x3j8 Unbraced Length= 20.0ft Unbraced Length= 20.0ft Axial Force = 35.8k Moment= 66.0k-ft Cc= 112 FY=~6. ksi k= 2 k= 2 kL/r= for kL/r<Cc, Fa= for kL/r>Cc, Fa= F'e= Cm=1 Fa= strong axis 101.69 14.0 ksi 14.4 ksi 14.4 ksi 1.00 14.05 ksi for non-compact sections for any LlrT fa= fb= Use Fa= Fb= fa/Fa= for fa/Fa<0.15 :Eq. HI-3:fa/Fa+fb/Fb 2.09 ksi 12.49 ksi 14.05 ksi 27.60 ksi 0.15 = 0.15 = 0.60 strong axis weak axis =3.3k * 18' strong axis weak axis (Eq. E2-1) <=governs (Eq. E2-2) Section Properties: for TS12X12X3/8 <=USE A= 17.10 sq in S= 63.40 sq in r= 4.72 sq in strong axis r= 4.72 sq in weak axis b/t= 32.00 sq in b/t< 28 to be compact section is not compact Cb ks1 10/2/2002 kL/r= for kL/r<Cc, Fa= for kL/r>Cc, Fa= weak axis 10 1.69 14.0 ksi (Eq. E2-1) 14.4 ksi (Eq. E2-2) Fa= 14.05 ksi Fb= 27.6 ksi (Eq. FI-5) <=governs + 0.45 <1.33 OK ksl 10/4/2002 Foundation Design Assume Class 4 soils per UBC, Chapter 18 Table 18-I-A Vertical Load = 35.8 kips + footing weight = 57.9 kips Assume: 5.00 ft diameter by 7.50 ft deep footing Allowable Bearing Pressure (qallow) qallow = 1500 psf+0.2* 1500 per foot of depth d is footing depth qallow = 3450 psf qactual = 2316 psf < 3450 psf OK Lateral Stability d2 = 4.25*P*hI (S*b) (UBC Eq. 6-2) P*h = 66.00 kip-ft S = 150 * d b= 5.00 7.07 d= 7.20 6.42 round square Use 5 ft diameter by 7.50 ft deep footing M(allow)= 74.45 k-ft or 5 ft square by 6.50 ft deep footing Anchor Bolt Design per '97 UBC Section 1923 Tension strength of bolt group 1.25in bolt diameter 16in bolt embedment l4in bolt spacing 2500 f c (psi) bolt strength in tension Pss= 0.9 * Ab * fut Ab= 1.23 sq in fut= 60 kSl per 1623.2 Pss= 66.3 kips per bolt , , , , , , , , , , , , , o o L1 o , , , , , o 2 * embed , , -- - - - - -;u u u _ _ _ _ _ _ _ m _ _ _ _ _~ _: - --- -- Ap bolt pull out strength in concrete <l>Pc= <l> * ^ * 4 * Ap * sqrt(fc) <l> = 0.65 strength reduction factor ^ = 1.0 for normal weight concrete Ap= 2 * embed * bolt spacing + 1t * embed2 1252 sq in <l>Pc= 162.79 kips per bolt group Load to bolt group M seIsmIC = 66.0 kip-ft M wmd = 4504 kip-ft M unbal snow = 0.0 kip-ft Mu = 2(0.9D + 1.0E) = 2(0.9D + 1.3W) = 2(lAD + 1.7S) = PDL = 132.00 k-ft 118.04 k-ft 0.00 k-ft T= Mu I d (where d = 113.1 kips per bolt group wi 2 bolts per group 56.57 kips per bolt wlo sp insp 24.51 k per bolt with special inspection 0.00 k 14in ) - 0.9*PDL I 2 Provide (2) 1.25in dia bolts wi 16in min embed effectIve area (u Check Base Plate Assume 1.25 tluck x 20in square base plate M seIsmiC = 66.0 kip-ft M wmd = 45.4 kip-ft M snow = 0.0 klp-ft POL = 0.0 k ServIce tension on bolts: T= Mid (where d = 56.57 kips per bolt group Moment in base plate M = T *2" = 113.1 k-in 2 . 3 Spl = bh 16= 5.21 m fb = M 1 S= 21. 7 ksi Fb = 0.75 * Fy = 27.0 ksi 14in ) - Pod2 Use 1.25 in thick x 20in sq base plate Check weld at base of column M max = 66.0 k-ft T = M/d= 66.0 kips (where d=12") subtract DL of 0.0 k T= 66.0 kips 14 length of effective weld shear per inch of weld = 4.7 k/in allow shear per inch of weld = 4.7 k/in of 5/16" weld Provide 5/16" fillet weld at base of column " tlq ReVised~ural Calculations for Bel-III \It"' ~IO~ 45',0" x ,'Canopy for Safeway Store #1492 110 East Third Street Port Angeles, Washington rRi ~(G~~\Vl~~ (MAY -7 2003 ] CITY OF PORT ANGELES Dept. of Community Development Designed for: Bestworth-Rommel, Inc. 19818 74th Avenue NE Arlington, W A 98223 (360) 435-2927 BR#2607.01 Designed by: Lewis Engineering Consultants Kristi Lewis 19229 99th South Renton, WA 98055 EXPIfiES 4/23/ Phone' (253) 520-4120 fax. (253) 681-8349 emall: lewls790@attbLcom Job #2201.35.1 April 24, 2003 .4 ksl "" 4/24/2003 \ Design Loads on with 45.0 ft x 6 columns 94.2ft Canopy Gravity Snow Load= Deck Dead Load= Total Load= 25 psf 3 psf (neglecting beams) 28 psf Wind Per 1997 UBC 80 mph Exposure C p= CeCqqsI Ce= 1.13 for 20' above grade and less qs= 16.4 psf on fascia height of 4.0 ft 1= 1.0 On vertical projected area Cq= p= 1.3 24.1 psf v= 4.3k V= 9.1k short direction long direction Uplift on elements Cq= 1. 7 p= 31.5 psf Seismic Assume seismic zone 3 V= 3.0C/R * W Ca= 0.36 R= 2.2 (Z=0.3) Eq 30-11,1997 UBC Table 16-Q, Soil profile Sd Table 16-N, Cantilevered column elements W= 3 psf* 26plf * . 50plf * = 28 4k 94.2ft * 94.2ft * 39.0ft * 45.0ft + 4 beams + 3 beams v= 13.9k p= 2 - 20/ (rmax *SQRT(AB)) = 0.46 (rmax= 0.20) use p= 1.00 E= 13.9k (=V*p) for allowable stress design, use E/l.4= 9.9k (UBC 1612.3.1) V max per column = 1.82 kips from wind 1.99 kips from seismic <> ~ 12-9" 26'-10" 13'-5" 13-5" '9 ;,. ..... I I I I <> ..., I I I ~ -- q ~ \ \, 3't..- q N Ii Beam to Deck Braces (6 Places Typ ) Ii VI&lol56 ~ q in ~ ;,. f~\\')~ -p~ 94-2" 35'-0" 19'-7" 11 -8" 11'-8" ..., I I I I I I 1 ~~ <;:io = C\ ~.g \ ;>< 0 ..,0 3~ \ bL"\ () "\ 31 \)L.- -:/::;:; v~\J"V '-----+ 1 I I r ~ ksl 10/2/2002 Deck Design 4'-G ~ l~ I 4- 1 i \"2' 6 \. V2~ Load Case DL + DL + DL+ DL Snow Unbal Snow Uplift W 3 3 + 25 3 + 25@ ctr sp -32+3 (pst) 3 + 10 @ alt spans R1 31 289 203 -299 (pit) R2 37 341 374 -353 (pit) M+max 189 241 359 (Ib-ft) M-max 346 413 196 (Ib-ft) ~ @ cant 0.10 =U575 < U90 (tv) ~ @ span 0.30 =U479 < U180 (In) Use deck properties shown on next page '" 3 11/20/2002 10:45 135B4353517 BEST WORTH ROMMEL INC P~GE Ell "" L\ G40 MEGASPAN 2000 3" Standing Seam Roof Deck DeSCrJDtlon: 1 1/4" '""""j t+- 5/8" rl h 7/1611 1 5/64" I~r J-] -. r 1" J 3" Deep panel, 16" In width, minimum yield strength at 40,000 pSI 20 gage, Galvanized and Painted, with embossed finish Conforms to ASTM A653, SS Grade 40 16" PANEL 2000 SECTION PROPERTIES I Design Wt. Positive Bending Negative Bending I Deck h/cknas Ibs./ft2 +1 +8 ., .S I In4jft In3jtt In'l/ft InJjtt I in. I SRI 32016 0.0346 2.501 0.8642 0.3542 0.4492 0.2361 i ~ C)ec,~ (lelght IS balled on gaJvanlzed sheets. LOAD TABLES r Span Span Length, Centar to Center of Supports in Feet and Inches ConditIon Total Uniform Snow or Live Load in Pounds per SqLlare Foot - 20 pst 25 psf 30 psf 35 psf 40 pst 45 pst 50 pst 55 psf 60 psf ... 4- 16' 0" 14' 4" 13'3" 12' 3" 11' 7" 10' 10" 1 0' 4" 9' 10" g' 6" I ! S'T,cle Spar, ~O""'A< 13' 3" .~, ,5, ~,. , ~~~~rW.~ 12' 3" 11' 7" 10' 10" 10' 4" 9' 10" g' 6" , ~... ~ .t .....:,~ . ~ II '. " ~ t .. 2 Span ' 3' 0" 1" g" 10' 9" 1 0' 1" 9' 6" 8' 10" 8' 6' 8' 1" 7' 9" ... . ... .. I I I I 14' 1" , 2' 13" 11' S" 1 0' 1 0" 10' 2" 9'8" 9' 2" 8' 9" 8' 4" 3 or More Spans 9 ~ower figure In shaoed areas deSignates span controlled by deflection,! j180 2 "" Snow or Live load is in addition to the weight of the deck as Indicated in the table above. 19818 74th Avenue NE Arlington, WA 98223 FAX (360) 435-3617 ~ s Beam Design Ll. t ~S'-Ol\ ~ 1'1"lli t I Load Case DL + DL + DL + DL Snow Unbal Snow Uplift w 37+26 341+26 341+26 --353+26 (pit) 180+26 R1 0.76 4.41 5.30 -3.93 (kips) R2 2.69 15.62 11 59 -13.91 (kips) M @ support -70.4 -39.5 627 (k-ft) M @ span 265 382 -23.6 (k-ft) Ll @ cant 1.98 =L/119 < L/90 (in) Ll @ span 0.40 =L/1060 < L/180 (in) Use W16x26 continuous brace @ bottom flange braced @ 12'-0" @ top flange Fy= 50 ksi +M allow = 57.5 k-ft -M allow = 106.0 k-ft ...... ~ ksl 4/24/2003 -V, I r. \ c~ ... \I , t' ~ \0'-D (\ ~~ I' I lD-(P tD-&, 7t- \ 1\ It..-- 0 I'( f 7!- "? Crossarm Design Load Case DL + DL+ DL + DL Snow Unbal Snow Uplift W 50 50 50 50 (pit) P1 240 13.40 13.40 -11.60 (kips) P2 2.70 15.60 9.00 -13 90 (kips) R1 6 299 3550 -24.60 (kips) M @ support 1430 973 1190 (k-ft) M @ span 119.0 72.5 98.7 (k-ft) t:. @ cant 1 10 in =U114 < U90 (In) t:. @ span 0.25 in =U720 < U180 (in) Use W18x50 braced at 12'-0" Fy= 50 ksi Mallow = 180.0 k-ft per AISC pg 2-208 Canopy Column Design Mark: Combined Axial Compression and Bending on Steel Shapes per AISC 9th edition, Chapter H member TS12x12xlj 4 Unbraced Length= 18.0ft Unbraced Length= 18.0ft Axial Force = 29.9k Moment= 36.0k-ft Cc= 112 FY=W6. ksi k= 2 k= 2 kL/r= for kL/r<Cc, Fa= for kL/r>Cc, Fa= F'e= Cm=1 Fa= strong axis 90.38 16.2 ksi 18.3 ksi 18.3 ksi 1.00 16.23 ksi for non-compact sections for any LlrT fa= fb= Use Fa= Fb= falFa= for falFa>0.15 ~Eq. Hl-2).6Fy+fb/Fb 2.58 ksi 9.80 ksi 16.23 ksi 27.60 ksi 0.16 = 0.16 = 0.51 strong axis weak axis =2.0k*16' strong axis weak axis (Eq. E2-1) <=govems (Eq. E2-2) ~ l by: date: job #: ksl 4/24/2003 Section Properties: for TS12X12X1I4 <=USE A= 11.60 sq in S= 44. 10 sq in r= 4.78 sq in strong axis r= 4.78 sq in weak axis b/t= 45.00 sq in b/t< 28 to be compact section is not compact kLlr= for kLlr<Cc, Fa= for kL/r>Cc, Fa= weak axis 90.38 16.2 ksi (Eq. E2-1) 18.3 ksi (Eq. E2-2) Fa= 16.23 ksi Fb= 27.6 ksi (Eq. Fl-5) <=govems + 0.35 <1.33 and ( Eq. H1-1)= 0.141 + 0.413 =0.55 <1.33 OK "" ksl 4/24/2003 ~ Foundation Design Assume Class 4 soils per UBC, Chapter 18 Table 18-I-A Vertical Load = 29.9 kips + footing weight = 47.6 kips Assume: 5.00 ft diameter by 6.00 ft deep footing Allowable Bearing Pressure (qallow) qallow = 1500 psf+0.2* 1500 per foot of depth d is footing depth qallow = 3000 psf qactual = 1903 psf < 3000 psf OK Lateral Stability ct2 = 4.25*P*hI (S*b) (UBC Eq. 6-2) P*h = 36.00 kip-ft S = 150 * d b= 5.00 7.07 d= 5.89 5.24 round square Use 5 ft diameter by 6.00 ft deep footing M(allow)= 38.12 k-ft or 5 ft square by 5.50 ft deep footing Anchor Bolt Design per '97 UBe Section 1923 TenSlOn strength of bolt group 1.25m bolt dlameter l6in bolt embedment 14m bolt spacmg 2500 Fe (psi) bolt strength in tension Pss= 0.9 * Ab * fut Ab= 1.23 sq in fut= 60 ksiper 1623.2 Pss= 66.3 kips per bolt , , , , , , i , \ , , , , o o "" o ~ o 2 * embed , , , \ , , " , , , , -:- - - - - - , - , - - - - - - - - - - - -~ _: - - ' - ' - Ap effective area bolt pull out strength in concrete ~Pc= ~ * ^ * 4 * Ap * sqrt(fc) ~ = 0.65 strength reduction factor ^ = 1.0 for normal weight concrete A = 2 * embed * bolt spacing + 1t * embed2 p 1252 sqin <!>Pc= 162.79 kips per bolt group Load to bolt group M seIsmIC = 36.0 kip-ft M wmd = 32.8 kip-ft M unbal snow = 0.0 kip-ft Mu = 2(0.9D + 1.0E) = 2(O.9D + 1.3W) = 2(1.4D + 1. 7S) = PDL= 72.00 k-ft 85.18 k-ft 0.00 k-ft T= Mu I d (where d = 73.01 kips per bolt group wi 2 bolts per group 36.5 kips per bolt w/o sp insp 15.82 k per bolt with special mspection 0.00 k 14m) - 0.9*PDL 12 Provide (2) 1.25in dia bolts wi 16in min embed ..... IV Check Base Plate Assume 1.25 thick x 20m square base plate M seIsmIC = 36.0 kip-ft M wmd = 32.8 kip-ft M snow = 0.0 kip-ft POL = 0.0 k ServIce tensIOn on bolts: T= Mid (where d = 30.86 kips per bolt group Moment in base plate M = T *2" = 61.7 k-in 2 . 3 Spl = bh 16= 5.21 III fb = M 1 S= 11. 8 ksi Fb = 0.75 * Fy = 27.0 ksi 14in ) - Pod2 Use 1.25 in thick x 20in sq base plate Check weld at base of column M max = 36.0 k-ft T = M/d= 36.0 kips (where d=12") subtract DL of 0.0 k T= 36.0 kips 12 length of effective weld shear per inch ofweld = 3.0 klin allow shear per inch ofweld = 3.7 klin of 1/4" weld Provide 1/4" fillet weld at base of column , j CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET,' PORT ANGELES, WA 98362 f"ORT -tv. l.o~~~, rea 'L ~ ~ 'l.t1i:-;--~ Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000406 Date 7/25/03 312 S LINCOLN ST 06-30-00-0-0-6900-0000- SIGNS 7800 Owner \l\,!,' , Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHINGTON DC 200052707 HANSON SIGN CO. 1533 SHOREWOOD DR. BREMERTON BREMERTON (360) 613-9550 WA 98312 Permit Additional desc Permit Fee Issue Date Expiration Date SIGN 345.00 7/25/03 1/22/04 Plan Check Fee Valuation .00 7800 Qty 2.00 2.00 1.00 Unit Charge Per 85.0000 PER 30.0000 PER 115.0000 PER S- SIGN WALL 25 SF+ S- SIGN LES THAN 25 SF S- SIGN FREE OR PROJ 25+ Exte~sion 170.00 60.00 115.00 IN - ? Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 345.00 345.00 .00 .00 Plah Check Total .00 .00 .00 .00 Gr~d Total 345.00 345.00 .00 .00 ~ )- S (\ () - S Cf\ J vAfe WA'I Separate Permits. are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. (!) '" pI j.. r:: Signature of Contractor or AuthOrized Agent Signature of Owner (If owner is builder) Date Date T \PLANNTNG\FORMS\1102.15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: IPbir~+a cr~!)o--o3 J,t IIJ FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEP ARA TE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB , ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL I WALLS CEILING I I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL , T-BAR INSULATION SLAB , WALL / FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION ., <> '".! . -, .. ~ SANITARY " '.> " ",;, STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT , I . BUILDING 417-4815 BUILDING 'f)/~/IJ '2,. I~LLJ , , T \PLANNING\FORMS\1102 15 [4/2002] of'OAT~ t~~~ ~ ~ -- "tf1i~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000406 Date 10/16/03 312 S LINCOLN ST 06-30-00-0-0-6900-0000- SIGNS 7800 Owner Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHINGTON DC 200052707 HANSON SIGN CO. 1533 SHOREWOOD DR. BREMERTON BREMERTON (360) 613-9550 WA 98312 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL SIGN PERMITS 2-CANOPY & 1- POLE SIGN HANSON SIGN CO. 68.90 Plan Check Fee 10/16/03 Valuation 4/14/04 .00 7800 ~ ~~ ~ CA ~t: 1'( ~~ <: "- Vi ~ Qty Unit Charge Per 1.00 35.3000 ECH EL-COMM-1ST SIGN 2.00 16.8000 ECH EL-COMM-ADD SIGN Extension 35.30 33.60 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 68.90 68.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 68.90 68.90 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of' 80 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. - Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [4/2002] BillLDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I - YES NO FOUNDATION: FOOTINGS WALLS FOUNDA TION DRAINAGE ELECTRICAL (LIGHT DEPn SEPARATE PERMIT # ROUGH-IN - PLUMBING - UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL - . HEA T PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIvISIon) SEPARATE PERMIT #'5. WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT fl's SEPA PARKING/LIGHTING ESA- LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL lu)u ~ ~ Ju) LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W. / P ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102.15 [4/2002] / ~ l'ORT ~ $'.J.O~~~ rea "-~ :..-- ~-;-~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr. name Application description Subdivision Name Property Zoning . . . Application val~ation 03-00000646 Date 7/07/03 312 S LINCOLN ST 06-30-00-0-0-6900-0000- OLD JIFFY CLEANERS DEMOLITION 5000 Owner Contractor NECA/PBTF WESTERN PROPERTIES SAYBR CONTRACTORS INC 1125 15TH ST NW 12115 CANYON ROAD EAST WASHINGTON DC 200052707 PUYALLUP WA 98373 (253) 531-2144 Structure Information DEMO EXISTING COMMERCIAL BLDG Construction Type . . . . . TYPE V NON-RATED Occupancy Type . . . . . . BUSINESS:OFF/PRO/MED/REST Permit Additional desc Permit Fee Issue Date Expiration Date DEMOLITION ~ 47.00 7/07/03 1/04/04 Plan Check Fee Valuation .00 o --- ~ \ Qty Unit Charge .", Per BASE FEE Extension 47.00 Fee summary Charged Paid Credited Due ----~------------ ---------- ---------- ---------- ---------- Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 47.00 47.00 .00 .00 lI) ~ 1"- ~ b ------- . :s Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void If work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work Will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provIsions of any state or local law regulating construction or the performance of construction. Slgnatur of Contractor or Authorized Agent / T \PLANNfNG\FORMS\1102 15 [4/2002] Signature of Owner (if owner IS bUilder) Date BIDLDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS , WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING I UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER I AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I I MECHANICAL HEAT PUMP WOOD STOVE I PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT /If' PLANNING DEPT 417-4750 PLANNING DEPT /\1 I III BUILDING 417-4815 BUILDING ~hiT 1f0 1,1 / T \PLANNlNG\FORMS\II02 15 [4/2002] '{ (/ VI , I CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000369 Date 10/02/03 312 S LINCOLN ST 06-30-00-0-0-6900-0000- ELECTRICAL NEW COMMERCIAL o Owner Contractor NECA/PBTF WESTERN PROPERTIES 1125 15TH ST NW WASHINGTON DC 200052707 RAVEN ELECTRIC INC 8147 MIDWAY AVE INDIANOLA WA 98342 (206) 391-1909 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL T-STAT WIRE CASTLE HEATING 35.30 10/02/03 3/31/04 & AIR Plan Check Fee valuation .00 o Qty Unit Charge Per 1.00 35.3000 EC EL-LOW VOLTAGE Extension 35.30 i~ ~c, k~ ~\ ~ ~~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 .30 35.30 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.30 35.30 .00 .00 ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of _180 days after the work as commenced, or if required inspections have not been requested withm 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All proviSions of laws and ordinances governing this type of work will be complied with whether speCified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. - Signature of Contractor or Authorized Agent _ Date Signature of Owner (if owner is builder) Date T \PLANNING\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO - FOUNDATION: FOOTINGS WALLS FOUNDA TION DRAINAGE - ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. II ROUGH-IN I I - PLUMBING - UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL - . ilEA T PUMP WOOD STOVE / PELLET / CIIIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeermg DIVISIOn) SEPARATE PERMIT #"s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING OEPT SEPARA TE PERMIT #"s SEPA PARKING/LIGHTING ESA- LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESmENTIAL OATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL ~~--r'63 1,.1<0 LIGHT DEPT CONSTRUCTION - R W. -, CONSTRUCTION R W / PW/ ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT - BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102 15 [4/2002] PREPARED 9/25/03, 12 39-32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL _ _ APPL NUMBER- INSPECTION TICKET INSPECTOR JAMES L LIERLY 312 S LINCOLN ST HANSON SIGN CO NECA/PBTF WESTERN PROPERTIES 06-30-00-0-0-6900-0000- 03-00000406 SIGNS (360) 613 -9550 PERMIT: SIGN 00 SIGN REQUESTED INSP TYP/SQ COMPLETED RESULT BL6 01 '1001"' ~ SUBDIV PHONE PHONE DESCRIPTION RESULTS/COMMENTS PAGE DATE 4 9/25/03 BUILDING POST/COLUMN FTG Post hole ~nspect~on for Hanson s~gns at Safeway gas stat~on Hole ~s to be dug ~n morn~ng w~ll pour as soon as lnspectlon 18 complete. PH#360-613-9550 -------------------------------------- COMMENTS AND NOTES \ . q\J'MQ;l~~i ~\dS\\J'7 ~~ b~ ~ 9--' , -C'~; 3:C'7Pf.I,CJ-( F"OF,- A,"~OELE.= .' \ "'--.., .:t3L-i1147,; y'. r:1 fORT ~ S ~~ I "J \' '- BUILDING PERMIT. APPLICATION FOR OFFICU.L USE O~ Dale ~c. .> - ~c:- . Pell1nt /I H Date Approved' Date Issued' The Building Pennit Application must be filled out complet,d~'. Please typ<<! or print in ink.'lfyol1 have any questions, please caU 417~4815 Applicant or Agent: ;t~ s~.J 0;,J (1~ Phone: Owner: , ~ turf (j Address: //0 6 -SJUl sr:- City: ~ 4N7'l!:l.cES V ~(.o -~/3 -q~':SO Phone: 360-'Kt -6'291 Zip: ~~ 3'- 2- Architect/Engineer: Phone: Contractor ~ SeAl ~ ~ e.. ucense #-#A,)ScGCloll Ii ~XP:~ Phone: 0'/$ -6(1-1itQ Address; ;;6. 3Ct>:. q?'f/ City: ,Q,,~~w Zip: c:?91:i ? - PROJECT ADDRESS: liP B. 314/ ~ ZONING: Lcw./rf:1'lJ-;'''''- LEGAL DESCRIPTION: Loti ~~-I ~ Bloclc' Subdivision: la- N e:L~ CLALLAM COUN~P ARCEL NUMBER: Credt~ Card Hulder Name: (.ST"~ \ BUUng Address: ~ !Sa{ q2.-'B City: JSJ,L l.vtI. 'J Credit Card /#: ~ ~ ,;<9'79 Exp. Date: 0 VISA ~ Me TYPE OF WORK: o Residential 0 New Constr. Cl Multi-family 0 Addition o Commercial 0 Remodel o Repair Cl Re-roof o Move o Demolitlon o Sign o Wood-stove o Garage o Deck o SIZENALUATlON: SF. @ $ fSF. =.$ SF. @ $ fSF. - $ SF. @ $ JSF. = $' TOTAL VALUATION $ 7 ~CC~ 5Jj~'~ /1.- {JJL.y Co, BRIEF DESCRIPTION OF THE PRo.n:CT: -- .L. /J S"It<1U- COMMERClALfRESIDENTlAL: Occupancy Group:_ Occupant Load: Gonstrucnon Type: .No. of Stories: _____ Lot Size: % Lot Coverage: % Emtlng Lot Coverage: fsq. ft. + Proposed Lol Coverage: Isq ft. = TOTAL LOT COVERAGE' j; IS9. ft. . PL~~G USE ONLY: ~ ". APPRPV ALS: rJ?:LAN ~ ?diYR. -y.ro'\?O~!es:~ "I -P.JL--:--'" '....rYVI'?..L.Jn -bJ ..I..u~+ 1-::; , ,,"/,\(h~ ~ up ~OLt+ ~ '{-S BLDG. ~Oss\\.::,\~ L0. (0:. l41.\ . )" ~ , .$ } DPW I,. . q::. FIRE ESAlWet1and(s)' Cl DoS A ChecklJstrequired? 0 Yes 0 0 Ot.! er: IVd OTHER BUll.DING PERMIT APPLICATION SUBMITI AL: Your application and site pia" ",Ulit be filled out co letely to be accepted for rel'iew. The Building Division can provide you with more detailed information on the applicatlOD and plan submittal requirements. Your completed application, site plan (for additIons) and building construction plans are to be submitted to the Bwlding Division. VALUATION OF CONSTRUCTION: In all cases, a nluation amount must be entered by the apphcdDt. This figure WIll be reviewed and may be revised by the Building DIVlSIon to comply \\'ltll current tee schedules. Contact the Peront Coordmator at 417 -4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building permit application and coru.truchon plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: lfno permit is is:.ued within 180 days of the date of applIcatIOn, this application wtll expire. The BUlldmg Official can eKtend the time fOI aehon by the applicant up to 180 days upon VlTittcn requcst by the applicant (scc Scction 107.4 of the Umfonn Building Code, current editIon). No application can be extended more than once I hereby certify that I have read alld exammed this appliclltion and know the same to be true and correct, and [ am authonud to apply for this permit J Wlderstand it is not the City's legal responsibility to determme what ermits are required, it remams the applzcant's responsibility 10 detennine what permits are required and to obtam such T:\FORMS\APl'S'B~lld tngpermi t Applicant: Date: .:J ...- 2 t, -() 'J " "'"', " .$ 78Go $- I L{O r6 71)+4. ( -z - ~o YJ> C:,6'1 /,D<>o 2 - /s P 50<P (.DoC ~~ I~ _ so tiP SOt/? ,&-C ~~ jLlOlp <4.~ 00 -r ~Lf5 w ~ Q'\ I J J ----r-- +t! - : , i : I I --!-.-~---l--t- I __u___ --- , I ~'J __I ! _ ..__1 _.__ . ..- _w_ ..... '-I I =I~]~+TT:[ -l~l--(-+-r' - .. --- r --- --HJ-.--- I ~ IS-' I( ~ ~"'6"~ /vClI.(. -n;. /,;;12D ~ '\ '-- -rtd-ue'S) I 4 , , :3 'tj." ~!/ (}, 1/)( I.f & Co~c.Ai1'T'5 ~M,) ( 07,09 ,/.k a~ ) 5' .1 II "'3 " .;2 l( 2. ~ n,- 4~lr , ::r~ ~t1fJJJ..,sf. ~'nt /..j &- ~ II , II ~t!f/ 60t rs 10 z.. ~ ~"tr C/fc.c- i I I I I' I I ! I 3; 2. S L/lt>:..ct vJ... 3"'1"--+1 S"A-loJllt hc.st.. / Iv e. 3 Lc1.. Sf: ~U>~ r(j.u . ~~-n.w D~If-It... =t If , 1'9 :: ( \ ~ , < i~" J~'", ': t~\".~;{~~'-~', ' 1,,::- ' ! .'> I', '" f - . I > ~;' ." .!'~ t ',' I" l: ,; '~: :, " i " . ~ . Ii i,-,\,~" , II ~ORTANrGELES WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT September 19,2002 RHL Design Group, Inc. Martin D. Lakey, 1550 140th Avenue N.E., Suite 100 Bellevue, W A 98005-4516 RE: Safeway Fueling Station # 1492, 110 East 3rd Street, Port Angeles ~ ' I .. ' T.. . , . .:,:, .. ':~,' " H, Dear Mr. Martm: " \' I 'L , ~." "I' L '- !,.', t', I "' .~ . ~ ;~ ~;~, ~ , <.' This letter is in response to your letter of September 10, 2002, regarding the above referenced project. We have reviewed the preliminary plans submitted and have these comments: As shown, one of the proposed entrances and exits from the Safeway parking lot is the area immediately south of Jiffy Cleaner's. Submit detailed plans showing elevations for this transition. The propos~ddriveway off 3rd Street is to be brought up to current city standards. Driveway openings are to be a minimum of7 'li' (feet) from property line with a maximum opening of30' (feet). All existing unused driveway openings are to be removed and replaced with standard curb, gutter and sidewalk. Sanitary Sewer Service: As submitted the plans are unclear as to where you propose to connect to the City's sanitary sewer main or at the building. There presently is an existing sanitary sewer main south of Jiffy Cleaners at the entrance/exit to Safeway. The City proposes to replace this 8" main line during the winter 2002-03. The location of the side sanitary sewer laterals for the existing buildings is unknown. Covered fueling area to drain to sanitary. Fueling island area to be covered and meet standard source control BMPS noted in 2001 Storm Water Management Manuel for Western Washington (copy attached) Storm drainage: Instalhition of on site catch basins with oil separating "T" will be required for areas outside covered fueling area.. The connection point into the 8" lateral line will be on the line north of the inlet on Lincoln Street, not at inlet as shown on the plans. On site detention will not be required. All trench excavation, pipe placement, back filling, connections and restoration will be the contractor's responsibility. Control density backfill will be required in city right of way. 321 EAST FIFTH STREET · POBOX 1150 · PORT ANGELES, WA 98362-0217 PHONE 360-417-4805. FAX 360-417-4542 · TTY 360-417-4645 E-MAIL PUBWORKS@CI PORT-ANGELES WA US V'0 ....... (\) r RHL Design Group, Inc. Page 2 September 19,2002 Water: There is a 2" water main in 3rd Street, static pressure 90-95 psi @ Jiffy cleaners. Unknown GPM. There is a 10" main in (vacated) 4th Street which is directly north of the Safeway Grocery Store, (fire hydrant) static pressure at 105 psi / flows 3350 +/- GPM. Static pressure (fire hydrant) located in the (200 block) on the east side of Lincoln Street is 105 psi / 3240 +/- GPM. If you choose to have service off the 10" main, your contractor would be responsible for trench excavation, pipe placement, backfilling and surface restoration. City forces would tap the main and set the meter. All water meters are installed by city forces and placed in city right of way. Your contractor will-be responsible-for-connection-at-the-back-side of the-meters. - - - Installation fee for water meters are: 1 W' meter with a 2" service line $2000.00 1" meter with a 2" service line $1750.00 The existing water meter on 3rd Street may be dedicated as an irrigation meter. A back flow device would be required on this line. The fee for relocating an existing meter would be same as new installation: 3/4" meter $670.00. Private meters are not permitted. -DepartmenfofCommunity Development-has no-issues-with setbacks-or site coverage. Applicant must meet the requirements of sign code if sign is proposed. Due to size of storage tanks SEP A checklist must be submitted for review. , In the future, please have all engineering and utility correspondence sent to my attention and I will distribute for responses. This is to avoid mis-communication which could result in delays to your project. Feel free to contact me at 417-0807 if you have questions. Sincerely, J~~ Trenia Funston, Engineering Permit Specialist Enclosures N IPWKSIENGINEERIBLDGCRSPlsafewaygas .'.;l ~ CITY OF .'~.""... c' }.;1'. d'. MEMO PUBLIC WORKS & UTILITIES DEPARTMENT Glenn A Cutler DIrector [480 I] PhyllIs Rasler AdlDlDlstral1ve AssIstant [4800] Cate Rmehart Adnnmstratrve AssIstant [4700] Ken RIdout Deputy Drrector [4802] Gary Kenworthy Deputy Director and CIty Engrneer [4803] Scott McLain Deputy Director [4703] J un Harper Eledncal Engrneenng Mgr [4702] Larry Dunbar Power Resources Mgr. [4713] Doyle McGmley Water, Wastewater Collectron Supenntendent [4855] Pete Burrell Eqwpment Semces Supenntendent [4835] Dave Ireland LIght Operations Manager [4731] JeffD Young Treat Plant Supenntendent [4845] Tom McCabe Sohd Waste Supenntendent [4872] Steve Evans Landfill Supemsor [4873] MIke Horton Street Mamtenance Supemsor [4825] FORTANGELES WAS H I N G TON, U. S. A. DATE: September 19, 2002 TO: Permit Counter FROM: Public Works and Utilities Engineering RE: Building Application Review Comments 110 E 3rd Street - Safeway Fueling Station #1492. 1) The existing power facilities will not be able to accommodate a 120/208v, 3phase, 4 wire requirement. A 3phase line extension can be built 'at the customers expense. 2) The electric meter needs to be located, a minimum, of five (5) feet from the transformer or anywhere up to being mounted on the building. 3) The primary feed will originate on the SE corner of E 3rd Street and Laurel Ave and continue east along the south side of E 3rd to the transformer location chosen by the customer and approved by the city. On the load side of the transformer, It is the customers responsibility to provide conduit and conductor that meets or exceeds NEC codes. 4) At present, there is not a designated transformer location. The recommendation would to establish an easement in the grass & plantings area. 5) Load cales are required to size the 120/208v 3phase transformer and complete a cost estimate. Lead time for this type of transformer is approximately twenty-two (22) weeks from the receipt of payment. 6) The customer is responsible for the following: a) Surveying and staking of the property. Clearing, grading and bringing the property to final grade before installation of our facilities. b) An easement ten (10) feet in width (Length to be determined) for the primary cables and the vault location. c) Trenching, backfilling and restoration of the entire project. Excavation requirements: Trench forty-seven (47) inches deep, 24 inches wide (Min.) from the pole to the vault location. The trench must meet the requirements of WAC Chapter 296-155N Excavation, Trenching and Shoring. All excavated material shall be placed no closer than two (2) feet from the edge of the excavation and any excavation over four (4) feet in depth will need shoring. Backfill and compaction. d) Excavation and backfill, to grade, for the transformer vault 48" x 72" x 42"deep. e) Coordination with Owest and/or Northland Cable for installation of their equipment. They may share the trench with the electrical facilities. f) Installation and future maintenance of the underground cable in conduit from the transformer to the meter base (if the meter base is located on the building). g) Required permits. h) Payment of $................ (to be determined with the cost estimate). 7) The City will be responsible for the following: a) Installing conduit, vault and padmount transformer. b) Pulling in and terminating the cable. Note: There are existing underground primary cables that conflict with the designed storage tank locations. The existing pole will need to be removed, however, this could be the source for temporary power during construction. Will you require temporary power for construction? Will the existing Street Light Standard on Lincoln Ave conflict with your design? If you have any questions or concerns, feel free to contact me. -~ John . Hebner Electrical Engineer Specialist (360) 417-4706 Enclosures -. CR 4 01 - Temporary Overhead Service UM 0 01 - Trenching Pnmary, Secondary, TV & Tel Depth U 3 03 - Three Phase Pad mount Transformer wi Pad & Vault Temporary Electncal Permit Application Permanent Electncal Permit Application CC James Harper-Electncal Englneenng Manager File Align braces so that wire will bisect the angle between them. TOP VIEW ~ CUSTOMER OWNED AND INSTALLED CD SeYlce Pole 4" x 6" minimum. @ Pole brace (2 required) 2' x 4" minimum. @ Brace stakes (2 required) 2" x 4" minimum. @ Electrical conduit. @ Weatherhead. @ Insulated knob. (j) Meterbase and service panel (breaker only) with GFCI protected outlet and weatherproof cover-1 00-200amps 120J24Ovolts. @ #6cu ground wire. @ 5/8' x 8' ground rod. PORT ANGELES CITY LIGHT OWNED AND/OR INSTALLED [j] Overhead service wires [g] Electrical meter. BLACK-PHASE CONDUCTOR WHITE-NEUTRAL CONDUCTORS LEAVE 30" MIN. LEADS. 10ft I Minimum per code Contact Electrical Engineering Representative 4 to 6 ft 10ft I I I I I I I I I j 3ft Min. I I @5v I I --L u ~ TEMPORARY SERVICE - OVERHEAD Sheet-1-9f 1 CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION CR 4 01 42' ~ ~ THREEPHASEPADMOUNTTRANSFORMER WITH PAD & VAULT CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet--1- of 2 U 3 03 ITEM QUANTITY STOCK No. G> Vault 48"x72"x42" with removable dIVider 1 7030 @ Transformer Pad 84"x66'x6" 1 7015 with 18"x50" hole G) 4" Conduit as required 8032 *@ Ground rod, 5/8"x8' , Copperweld 2 1368 @ Cadweld 2 @ Elbow load break connector with cold shnnk as required 715x (j) Splice, Crimpit as required 3170 @ Conductor, #6cu bare 6' approx. 2510 @ Conductor, #2cu bare str. soft drawn 30' approx. 2502 @ Bolt, terminal, w/flat washer & nut 8 3795 @ Secondary lugs, provided and installed by Light Department as reqUired at the transformer NOTES: 1. Grout around conduit 2. Backfill to be mechanically compacted in 6" lifts to 90% maximum Proctor density. 3. Ground to be sloped down and away from the top of the vault. 4. Customer to provide secondary service size. *5. Omit ground rods when grounded vault IS used. Date. 1/~;'2. Appd Eng Appd. Ops ReVised THREEPHASEPADMOUNTTRANSFORMER WITH PAD & VAULT CITY OF PORT ANGELES ELECTRICAL ENGINEERING SPECIFICATION Sheet~ of 2 U 303 ~4'~ r-18' -1 / :/ /'> / /...... . :. /", :,/ /"-// ./ / / /-< /l//' ;1/ //,~ / /" / ............. /...." "'::,/1 '" ...., ,1:,... ''-.., ...../::..~ '......'// ,/1:>-; " ,,[/ /', ''-../)'' /,(// / / /1//, -'/1/ /'/< /<:'/ , " / I , ' '7IQ"....... / ,...... " ',/ '" 1 ' ' :--, "'" ....... '" " ,);(~>?:t> / ~/>>~/) y;:" ',.'1' ,'...,1/.,........./ /... ,...... ",' I, ..... ...... " .... " ',' '" /'...../1..... "/">; /'... ~r'" ~/, / / ///V., /,/v'-/ / ;,,~~ ES (f)@ :'~l;<~; / V % /' f---j~ ~ >,1/ ~/ :.<............0<' 12" 2" "....,1/('-..( '>..... "- ~ "'1":)~ " /...(/1/'" ;~/(/>; ".........."" -,'.1/,,' '-..>0 ' ,'/'->>'" ~ /....,/ ~ "')...: I -12. I- I.......,,\. < ~,I L>/ /( 1.-_ _ ____ ___1"....../ / , .... ..... , ...... "" ,/ >..... .....//............ "//"-... "//"-......//",..../ / /...( / /,( / /( / /" / /// / ...... "..- .... ~ '>;. /" "", / /, / r//, / " / '" '''/1 " '\, ~ '.' /' ,,/ /'- '/ / ' ./'~.3G"'" >...... ,,<.~t, '" , '. :.... ,/ '< ;'" /~//,., , .-1 '\. . "..... . / /...... -~- TRENCH NOTES 1. ALL GRADES SHOWN ARE FINAL GRADES. 2. ALL COVERAGE DEPTHS AND SPACING DIMENSIONS ARE MINIMUM. 3. THE BOTTOM OF THE TRENCH AND BACKFILL WITHIN 6 INCHES OF ELECTRICAL CONDUIT SHALL BE FREE OF ROCKS LARGER THAN 1.5 INCHES, DEBRIS, PAVING MATERIAL, SHARP ANGULAR OBJECTS OR CORROSIVE MATERIALS THAT MAY DAMAGE THE CONDUIT/CABLE OR PREVENT ADEQUATE COMPACTION OF BACKFILl. IF TRENCH BOTTOM CONTAINS ROCKS EXCEEDING THIS LIMIT THE TRENCH SHALL BE OVER EXCAVATED BY 6 INCHES AND THEN BEDDED WITH 6 INCHES OF ACCEPTABLE MATERIAL AND COMPACTED PRIOR TO INSTALLING THE CONDUIT. 4. MINIMUM COVER AND TRENCH DEPTH REQUIREMENTS SHALL BE INCREASED BY 12 INCHES AT UNDEVELOPED LOCATIONS WITHOUT FINAL GRADE STAKES. CUSTOMERlDEVELOPER RESPONSIBLE FOR COSTS ASSOCIATED WITH RELOCATION OF UNDERGROUND FACILmES DUE TO SUBSEQUENT GRADE CHANGE. 5. THE DEVELOPERlCUSTOMER IS RESPONSIBLE FOR PROVIDING FINAL GRADE OF THE TRENCH AND WILL BE RESPONSIBLE FOR ANY SUBSEQUENT GRADE CHANGES AND THE ASSOCIATED COSTS TO RELOCATE UNDERGROUND FACILITIES. 6. TRENCHES 48 INCHES OR MORE IN DEPTH INTO WHICH A WORKER MUST ENTER SHALL HAVE ADEQUATE PROTECTION PROVIDED PER WAC 296-155. 7. ALL CONDUIT TO BE 1 INCH MINIMUM FROM SIDES OF THE TRENCH. THIS SEPARATION IS REQUIRED FOR ADEQUATIE COMPACTION. 8. ALL ELECTRICAL TRENCHES MUST BE INSPECTED AND APPROVED PRIOR TO BACKFILLING. 9. CONTROLLED DENSITY BACKFILL REQUIRED UNDER ALL PAVED STREET SURFACES. LEGEND ES - ELECTRIC SERVICE T - COMMUNICATIONS EP - ELECTRIC PRIMARY TV - CABLE TV Date. 12/27/01 Appel. Eng~ Appel. Ops~ ReVised' TRENCHING: PRIMARY, SECONDARY, TV, & TELCO DEPTH ENGINEERING SPECIFICATION CITY OF PORT ANGELES LIGHT DEPARTMENT Sheet-Lof 1 UM 0 01 ELECTRICAL PERMIT APPLICATION FOR OFFICIAL USE ONL V DaIClbc' Ponnil .: Date Approved: The Electncal Permit Application must be filled out comDletely. Please type or reprint in ink. If you have any questions, please call (360) 417- 4735 Fax number: (360) 417-4711 REQUEST INSPECTION 0 Owner or Elec Contractor Agent: Phone" Fax: Property Owner: Phone: Address: City: Zip: Electrical Contractor: license #: Exp: Phone: INSTALLATION WIRED BY: DOWNER City: o ELECTRICAL CONTRACTOR Zip: Address: Credit Card Holder Name- Billing Address' City: Zip: Credit Card Number.- Exp_ Date: VISA - MC:-- PROJECT ADDRESS. TYPE OF WORK: Check all that apply: 0 New o Alteration/Addition o Residential 0 Multi-family o Commercial . 0 Mobile Home Sq. Ft Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump o Low Voltage 0 Telecom. 0 Sign Number of Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT: Electrical Heat Load Additions PERMIT FEE: Service Information lRA o Overhead Service o Temp Service o Underground Service Voltage: Phase: 0 1 0 3 Service Size: Feeder Size: o Baseboard o Furnace o Heat Pump o Fan-Wall _KW _KW _TON -KW I hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit C~rd Holder's Signature: Date: Owner or E/ec. Cont. Signature: C:/ELECTRfCALPERMIT APPLICATION Date: ELECTRICAL PERMIT APPLICATION FOR OfFICIAL USE ONLY Oa,cIIUc. PaUli, .: Da'e Approved. The Electrical Permit Application must be filled out comoletely. Please type or reprint in ink. If you have any questions, please call (360) 417. 4735 Fax number: (360) 417-4711 REQUEST INSPECTION 0 Owner or Elec Contractor Agent: Phone' Fax: Property Owner: Phone: Address: City: Zip: Electrical Contractor: License #: Exp: Phone' INSTALLATION WIRED BY: DOWNER City: o ELECTRICAL CONTRACTOR Zip: Address: Credit Card Holder Name" Billing Address" City: Zip: Credit Card Number." Exp. Date: VISA" MC=-- PROJECT ADDRESS' TYPE OF WORK: Check all that apply: 0 New o Alteration/Addition o Residential 0 Multi-family o Commercial ' 0 Mobile Home Sq. Ft Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump o Low Voltage 0 Telecom. 0 Sign Number of Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT: Electrical Heat Load Additions PERMIT FEE: Service Information LRA o Overhead Service o Temp Service o Underground Service Voltage: Phase: 0 1 0 3 Service Size: Feeder Size: o Baseboard o Furnace o Heat Pump o Fan-Wall _KW _KW _TON -KW I hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holder's Signature: Date: Owner or Elec. Cont. Signature: C:/ELECTRICALPERMIT APPLlCA TION Date: . BMPs for Fueling At Dedicated Stations . . Description of Pollutant Sources: A fueling station is a facility dedicated to the transfer of fuels from a stationary pumping station to mobile vehicles or equipment. It includes above or under-ground fuel storage facilities. In addition to general service gas stations, fueling may also occur at 24-hour convenience stores, construction sites, warehouses, car washes, manufacturing establishments, port facilities, and businesses with fleet vehicles. Typically, stormwater contamination at fueling stations is caused by leaks/spills of fuels, lube oils, radiator coolants, and vehicle washwater. Pollutant Control Approach: New or substantially remodeled* fueling stations must be constructed on an impervious concrete pad under a roofto keep out rainfall and storm water run-on. A treatment BMP must be used for contaminated stormwater and wastewaters in the fueling containment area. * Substantial remodeling includes replacing the canopy, or relocating or adding one or more fuel dispensers in such a way that the Portland cement concrete (or equivalent) paving in the fueling area is modified. For new or substantially remodeled Fueling Stations: Applicable Operational BMPs: .~Prepare an--emergency-spill-response-and cleanup plan (per BMPs for Spills of Oil and Hazardous Substances) and have designated trained person(s) available either on site or on call at all times to promptly and properly implement that plan and immediately cleanup all spills. Keep suitable cleanup materials, such as dry adsorbent materials, on site to allow prompt cleanup of a spill. . Train employees on the proper use of fuel dispensers. Post signs in accordance with the Uniform Fire Code (UFC). Post "No Topping Off' signs (topping off gas tanks causes spillage and vents gas fumes to the air). Make sure that the automatic shutoff on the fuel nozzle is functioning properly. · The person conducting the fuel transfer must be present at the fueling pump during fuel transfer, particularly at unattended or self-serve stations. . Keep drained oil filters in a suitable container or drum. Applicable Structural Source Control BMPs: . Design the fueling island to control spills (dead-end sump or spill control separator in compliance with the UFC), and to treat collected stormwater and/or wastewater to required levels. Slope the concrete containment pad around the fueling island toward drains; either trench drains, catch basins and/or a dead-end sump. The slope of the drains shall not be less than 1 percent (Section 7901.8 of the UFC). Drains to August 2001 2-19 Volume IV - Source Control BMPs treatment shall have a shutoff valve, which must be closed in the event of a spill. The spill control sump must be sized in compliance with Section 7901.8 of the UFC; or · Design the fueling island as a spill containment pad with a sill or berm raised to a minimum of four inches (Section 7901.8 of the UFC) to prevent the runoff of spilled liquids and to prevent run-on of storm water from the surrounding area. Raised sills are not required at the open-grate trenches that connect to an approved drainage-control system. · The fueling pad must be paved with Portland cement concrete, or equivalent. Asphalt is not considered an equivalent material. · The fueling island must have a roof or canopy to prevent the direct entry of precipitation onto the spill containment pad (see Figure 2.1). The roof or canopy should, at a minimum, cover the spill containment pad (within the grade break or fuel dispensing area) and preferably, extend several additional feet to reduce the introduction of windblown rain. Convey all roof drains to storm drains outside the fueling containment area. Drain on downhill side Valve Figure 2.1 - Covered Fuel Island · Stormwater collected on the fuel island containment pad must be conveyed to a sanitary sewer system, if approved by the sanitary authority; or to an approved treatment system such as an oil/water separator and a basic treatment BMP. (Basic treatment BMPs are listed in Volume V and include media filters and biofilters) Discharges from treatment systems to storm drains or surface water or to the ground must not display ongoing or recurring visible sheen and must not contain greater than a significant amount of oil and grease. 2-20 Volume IV - Source Control BMPs August 2001 . . . . . . . ~ . Alternatively, stormwater collected on the fuel island containment pad may be collected and held for proper off site disposal. . Conveyance of any fuel-contaminated stormwater to a sanitary sewer must be approved by the local sewer authority and must comply with pretreatment regulations (WAC 173-216-060). These regulations prohibit discharges that could "cause fire or explosion. An explosive or flammable mixture is defined under state and federal pretreatment regulations, based on a flash point determination of the mixture. If contaminated storm water is determined not to be explosive, then it could be conveyed to a sanitary sewer system. . Transfer the fuel from the delivery tank trucks to the fuel storage tank in impervious contained areas and ensure that appropriate overflow protection is used. Alternatively, cover nearby storm drains during the filling process and use drip pans under all hose connections. Additional BMP for Vehicles 10 feet in height or greater A roof or canopy may not be practicable at fueling stations that regularly fuel vehicles that are 10 feet in height or greater, particularly at industrial or WSDOT sites. At those types of fueling facilities, the following BMPs apply, as-well as-the applicable BMEs and fire prevention (UFC requirements) of this BMP for fueling stations: . If a roof or canopy is impractical the concrete fueling pad must be equipped with emergency spill control, which includes a shutoff valve for the drainage from the fueling area. The valve must be closed in the event of a spill. An electronically actuated valve is preferred to minimize the time lapse between spill and containment. Spills must be cleaned up and disposed off-site in accordance with BMPs for Spills of Oil and Hazardous Substances. . The valve may be opened to convey contaminated stormwater to a sanitary sewer, if approved by the sewer authority, or to oil removal treatment such as an API or CP oil/water separator, catchbasin insert, or equivalent treatment, and then to a basic treatment BMP. Discharges from treatment systems to storm drains or surface water or to the ground must not display ongoing or recurring visible sheen and must not contain greater than a significant amount of oil and grease. An explosive or flammable mixture is defined under state and federal pretreatment regulations, based on a flash point determination of the mixture. If contaminated stormwater is determined not to be explosive or) then it could be conveyed to a sanitary sewer system. August 2001 Volume IV - Source Control BMPs 2-21 CITY OF PORT ANGELES - PUBLIC WORKS DEPT. STANDARD DETAILS SIDEWALK WITH PLANTING STRIP see NOTE II SIDEWALK A T CURS see NOTE " .._~ '1 u-$! . . .... . .,;-.. ~_. .".'~~:' ). ....~.<~.. - .. .......... .' " II/N. 1 _ 5L0I'C - NOTFS: CXPANSION .xw" .J '/2. I/INIIIW ,. AT OOt€WA)'S' COAIPACTCD SlJBCRADC SECTION A-A .J'/2.~ ,. AT LWlt€WA r.s' SECTION B-B ,. $IOOfAU( t<<A lION 10 IJC N'I'ROtCD '1" arr ~ .70 C1IPANSION JOINTS 9W.t IJC ASFHAl' /IIPRC(iNA 1CIJ JOINT MA Ill'lILU. ..I C1IPANSION JOINTS 9W.t IJC 1/'. IH1C1( FlU IJO'IH AND AT ZO'-O. INTDlVAtS << DtMrI JOINTS 9W.t IJC III. lNCll; '.DCO' AND AT S'-O. NDVAtS .1 AU. uTlJrr ~ lED ~ CIC N SIDC*IJ( AIfCA 9W.t HA.c opNISION JOINT MA1ll9IAt (FLU IJO'IH) l'tAaD AROt.ND IHCJi I/C1'OIIC I'lACINC CONCRCIC. & AU. JOINTS 9W.t IJC Q.EAN AND mall 7. DIPOSt1J ~Ir" (}It PRW SURFACE IIfCAIIICNT <<JRK NOr AU.0fICD N IIICHT-OF-rtAr _THOlIT Al'f"R(NAL. .. ~I" AND Ja'IMtK SNAU IJC 2l"'MAIfI) FIIC/tI 01HCll CONCRCIr" IIO'W IJSIN(i Dl'NISION JO/Nrs. . COHCRCIC 9W.t IJC Q.ASS .-m 10. HCRBIaJC 10 IJC PtAarJ UNDDf PA MI'tC CIIIII AND SIDC*IJ( I'R1OR ID I'I.ACINC OF MA 1ll9IAtS I I. $/OCf/IAU( flC\OIlION $HAU. IJC IIASCD ON _ .sz. DPC 1'ROLC lION f'/IOII 1rJP OF CURB. 1.70 Sltl(1MLX .,IHS SHOfW AItC frJR /f01OOI11AL AKA.S COIAlflfOAl. AND lJ()fINTOf/IN AKAS .,IHS SNAU Be 10' AND If' MS"f'CIJIC Yo I <AU FfXf ""'" ...--" 0'"' I !!!!5!!. ro fICURINC CONCRC 1C. AU. IICI'llI' AND MA1ll9IAtS '" IIC IV ACCOROANCC _IH QIRIIDIT STANDAIIO SPCancAnoNS f'O/f ~ .-xc AND IICMClPM CONS TRlJIC 11ON~ IIASH/NC "'" STA Ie IJO'AIt IIICN T OF 1IlANSI'atTAIION, AI/CRICNI flCalC IIO'lWS ~1lQ'( APPROVED BY 11 CITY ENGINEER ~ FILE NAME: SlOEWALK.OItC DA TE : 06/09/92 EVI:SED : 05/'4/96 SIDEWALK INSTALLATION ~ v CITY OF PORT ANGELES - PUBLIC WORKS DEPT. STANDARD DETAilS RCPLAa SlDCWALKS filTH 6- CONCReTe IN ~~JK4 Y AReA. R/W CJtPANS10N JOINT NOT 10 0tCCCD 1/2- R1SC n MAXMJM SlOPe Ii S/DCWALK ARCA ~'we ~ see NOTE " A A .! 4'-r r/ 12' Wi. ~ JO' MAX. I ,.. , SECl10N A-A alY~ Y B'YPASS REOtJ1RED tIHCN S1tJCWA/.K IS A T CURB NOTES: I. ~.c1114 Y LoeA T10N 10 Be APPRO'oCD BY OTY CNQNCCR. 2. ItI€N S10CWALK IS NOT PRCSCNT. ~lf"WAY APPROACH SHALL Be CONSTRUCTeD TO MCCT flITURC SIDCWAlJ( CRADC. .1 S/OCWAlJ( CROSS SLOPe SHALL NOT CXCCCD 2% IN I)'rnCJK4Y AND B'lPASS AReAS 4. ~'f"WAY APRON AND SIDCWALK SHALL Be CONCReTe AND SCPARATeD FROIJ OTHeR CONCReTe IIOW US1NC CXPANSION JOINTS. 5 HCRB1C1OC 10 BC l'lAao lJNOCR PA ~ aRB AND 51DC'WALK PRIOR 10 I'lACING or MA TCRIALS. 6. ~ CURB AND QJT7CR PCR OTY STANOARO PLANS. 1. CXPOSCD AGCRCGATe IIOW OR sPCaAL SURFACC TRCA7JlCNT NOT AUOrtCO IN RlCHT-or-JK4Y fIITHOUT M'f'WOVAL. IJ. LONG1TlJD1NAL OtM/Y JOINTS. 1,/8- THICK AND I- oaP, SHALL BC AT INTeRVALS NOT 10 CXCCCD 1.5 FCCT AND BC COUALL Y SPAaD IN ~.cwA Y APRONS. Jl CONCReTe SHALL IIC aASS :JOO(l 10. l)'lJ.cJK4Y PAWNC MATCRIALS. OTHCR THAN CCNCRCTC. MAY BC lJSCD BCTltCCN 1HC S1OCWALJ( AND 1HC R/W filTH OTY CNCINCCR M'f'WOVAL. 11. CXPANSION JOINTS SHALL BC 1/4- TIIO(, FlJU OCPTH. ASPHALT IIIPRCCNATeD JOINT MATCRtAL 12. SIOCWALJ( tIiIOTHS SHOfIN ARC FOR RCS1DCNTIAL AReAS CO/JAICRCIAL AN/) DOtwTOtw AReA tIiIOTHS SHALl. BC 10' AND 14' Rl9'f:'Cl1.aY. AU. IIQQll' AND MATCRIALS 10 I/C Ii ACCORDANCC .TN CVRRCNT STANDARD SPCC/FICA71ONS 1rIR ROAA /JRIlXiC AND MCHCIPAL CONSTRlJCT1CN~ ~TON STATe DCPAR7JlCNT or IRANSPOR TA 110'( AMOlICAN PfJI/UC lIO'/lI'S ASSl:XJA 1ION. I CALL TOR ""'" WS1'CC1JCN BY QT>' I !:!!!!!!. TO P()(JRINC CONCRETe. APPROVED BY CITY ENGINEER: 1<::'- DATE: REVISED 06/09/92 05/17/96 DRIVEWAY INSTAllATION FILE NAME: ORIVEWA Y.OHG .A ;r . '::i ~ @~ ... ~ . '::i :..: <5J ,I ~ ~ @j]~ ~ . '::i :..: <5J ,I ~ ~ . '::i ~ (5) ,I ~ ~ cnrv OF PORT ANGELES - PUlBUC WORKS DEP1. ST ANDARD DEl A~lS ~ PROPERTY UNE ~ I, I I SEE NOTE 0 I I L_rPR~~TYUNE uL SIOEWALK NOTES: CURB . c::::=:l MIN. MIN. (1) ALLEY OR NON-ARTERIAL ACCESS IS ENCOURAGEO WHERE POSSIBLE. e> OR/I'f"WAY.S SHALL BE LOCATEO TO AVOID CONFLICT WITH POWER POLES. STF?EET LIGHTS. FIRE HWRANTS OR SI TUA TlONS WHICH MA Y RESUL T IN UNSAFE CONDI nONs. Q) @ @ @ o THE MAXIMUM DR/I'f"WA Y WIDTH SHALL BE 30 FEET EXCEPT THA T IT SHALL-B&-~REDUCED-TO~20-FEE-T~- WHEN THE LOT FRONTAGE IS 7S FEET OR LESS. THE MINIMUM DR/\If"WA Y WIDTH SHALL BE 12 FEET. WHERE 7lH7 Of? MOf?E ADJOINING DR/\If"WA l"S ARE APPRO\lf"D FOR THE SAME PROPERTY. A FULL CURB HEIGHT SEPARA nON BETWEEN EACH DRII'f"WA Y. OF NOT LESS THAN 1S FEET A T THE CURB. MUST BE PROVIDED. DRII'f"WA Y APROf/S SHALL NOT EXTEND INTO THE STF?EET FURTHER THAN THE FACE OF THE CURB. @ @ DR/I'f"WA Y SHALL BE LDCA TED A WA Y FROM INTERSEcnON WHERE POSSIBLE. IN NO CASE SHALL DRlveWA Y BE LOCA TED WITHIN 10 FEET OF A PROPEIjTY LINE, 2S FEET OF.A CROSSWALK OR 2S FEET OF AN IN TERSEC TlON PROPER TY CORNER. L (%Ce 1<> ~ ~r\) COMMERCIAL AND INDUSTRIAL DR/I'f"WA Y LOCA nONS REOUiRE CITY ENGINEER APPROVAL AND SHALL BE SHOWN ON SITE PLAN WITH REOUIRED PARKING LA YOUT. ' DRII'f"WAY.S THAT ARE ABANDONED OR RELOCATED SHALL BE REMOveD AND CURBING REPLACED TO FULL HEIGHT. . CALL FOI? FORM INSPECTION BY CITY PRIO/T TO POURING CONCRETE: ALL WORK AND MATE:RIAlS TO B[ IN ACCORDANC[_MTH CURR[NT STANDARD SP[ClFlCATlONS FOR ROAD. BRIDce AND MUNICIPAL CONSTRUCTlON~ WASHINCTON STATE: DCPARTM[NT or TRANSPOR TA noN. AMERICAN PUBLIC WORKS ASSOCIA nON APPROVED BY \.A _ V ,CITY ENGINEER :~"-- FILE NAME: DRIVELOC.DWG IDA iE : REVISED 06/09/92 lD/4/95 [Dl~Pif1EW A V tOeA T~OINJ s :... . . O~ PORT 4..v, ~..~~ .~ ~;I .cvS{ Ie ,p'i-c, cnry Of PORT ANGELES ~ PUlBUC WOAIKS DEPT. STANDARD DETAilS C.D. BACKFILL ASPHAL T CONCRETE: PA ValENT OR CLASS B PCC PA VEMENT (HIGH EARL Y) MATCH EXISnNG PAVEMENT TYPE AND DEP TH. SEE NO rr '4. CUTS SHALL BE SAWCUT. SEE NOTE: ,J. IZ." / MIN. OVERLAP ----1 I-- ._ . '.~' .'~. . ""::,, ,.0 0- IC:;'- { I~: 6. _ 1111:: L MAX. " L .r BEDDING . NO T TO SCALE C.D. BACKFILL SPECIFICA TIONS 2600 LBS. OF 0..J75 IN. AGGREGA rr 800 LBS. OF STANDARD CONCRETE: SAND 94 LBS. OF PORnAND CEMENT APPROX. 14 GAL. OF WA rrR THE AMOUNT OF WA rrR IS A CRlnCAL FACTOR TO SET UP nME AND SHOULD BE ADDED AT THE SI TE. NO TES: , ACP PA TCH SHALL BE ROLLED AND ~ lt1BRA TED. 2 TO BE USED FOR ALL PAVED STREETS AND ALLEYS BACKFILL LOCAnON TO 1'-0. BEHIND CURB OR EDGE OF PA lt1NG UNLESS OTHERWISE APPROVED IN ADVANCE BY CITY ENGINEER. J. WHERE CONCRETE PAVEMENT JOINT IS LESS THAN 4'-0. FROM SAWCUT, THE PAVEMENT SHALL BE REMOVED TO THA T JOINT. 4 TEMPORARY PATCHING HfTH ASPHALT OR PLACEMENT OF STErL PLATES IS REOUIRED WHEN TRAmc WILL CROSS CDF FOR MORE THAN 24 HOLIRS WITHOUT PERMANENT RESTORA nON. srrEL PLA rrs SHALL HA VE COLD PA TCH .tCOGES ON TRAmc EDCES. CAll. FOR ~cnON PRIOR TO PLACINC CD/" SACKFU. . AU. IIQ\llIr AND IIAlCRtALS TO B< It A~ tKTH CURRCNT STANDARO SPFC1f1CAnONS FOR ROAD. SRIOGC ANO II/JNICIPAL CONST1iUCnON: WASHINGTON STATe DFPARTMFNT OF TRANSPORTA TION. AIICRICAN Pi.I8UC IIOI'iW'S ASSOOA noN. AFF~O"":ED EY Cl7':' :E:-.!GINlIE:R DA TE: 06/09/92 REVISED: 8/23/95 CONT~OllfED :E~S~TY ~ACXF~~~ ~CD~) -''1 - '\,- "'''.:le. I"""nr-rt'I/"" ~~~I<razaI1 & ASS 0 C I ATE S I I N C . GEOTeCHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Scptember 9. 2003 KA Project No.: 106-03 100 Safcwa)' Storc~. Inc. - Con:'>trlldion Mr. Clad" Claypool P.O Box 8500 I BeIlevue. W A 98005-850 I RE: Safe"'a~ #1492 - Ga~ Station!Pt. Angeles, WA Dear Mr. Claypool: In accordance with your request and authorization. the following test data are presented on the following reports, which are enclosed: Aug II Aug II Aug 14 Field Report No. 38712 Field Report No. 38711 Field Report No. 9674 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~.f~ Penn Seely. Laboratory Manager Peninsula Division PS:jm Enclosures Cc ~L!.t~ 91 Pt Angcle, ~Mr-_I oll!;;niiclmlry :',ab~r Contractor; - Mr loci Wa~nllrc With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C. Poubho, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 ~KrazaIl & Associates, 1&ev- ING I n c .. 1 h. FIELD REPORT NO: 38712 ~, Y\~~~ :)/".., ~<- R i 2. - i.( t ~ C oJ'"........ .. i..c...( /(~c. A oV\ -s't- q'-'3:l ..M ~U-....... \\',is . z ':> ~'Y\ lM..< '2 Iv-.. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL EN C ESTING AND INSPECTION -S-A-~W M1 tt:-/4q2- t, A~ 0"1 ~ PROJ ECT #: 1 0<..0 .- 0"3 lOO PROJECT: JAJEwI'\"'\ /(,'O<z1<:. LOCATION: II i) C "3"-1 ::5 t n.~-\ KRAZAN PROJECT MANAGER: DATE: G1-a-s srkTlQAI O,..,,,z..... <\- \~~ \.<;:; '" r'" )( Z. :::.:3 h.rr CONTRACTOR: 'S,tHt~ Q JURISDICTIQ~ ti: ~A'SJrr Ur.........~~.. - ft,..~,.J- $"c'~..v PERM T # ~II ,v.... I: O'~ ~Oon I.JC) s:S INSPECTOR: rJ", 5 ~0 k V\ ~ov; WEATHER ~ l.'\/.\ (\.., ~~<' l C Ll, (/ .. ~ \C'I" ~, n~A ~< TEMP: 70 'f .A+ t~~ , oJ A, t:') I,' :'S -to r (.... Cot .rP1iAP~+- :,<;',h +"., trA '^ \'- 'S' - n.\ +l., I' oh'J?'-v~ ( " "'" (' J;> Ii' I . ( \ (' ll~~ \: I 1< -rOo.. Zc<..v1. "'.. v~ pre '$'r....\~.... i,v~ "'S",h ~)'-.(-(~" r~e fcxrc... -'cc~v' f.)(' fi.,\:l ( (3 r ~v,-"......( Q .' (C.A -s .-\ I') ') '\J ' t), v' \ "" () 2>c..1n J...~~rl '- f':'ti ,\') ,,,; ~ 11'"\ r L "''' -+-Inl J ";"-1", r rf'l, f l.\ ~ I( Q -+-Co L.,. ",\,'1..~ j<' /-(..7[1(_ '> ..-~ or.' ~t.:...Jajf:;'~ ()-~,h"rO +L" -; a'l 1'\ t.-J , i L.. C1 1;,' l-:C.L. rJ { c. ""':U ~'r ).too" l b {~ Ve &...l..} <,; r1 ~ I f2.< ""d'..{ n;.J (r>~_ c: 0' J 2 -- 'I /,..,c: if') ':S. -( 1- S",'{.{..., ~"..._.v} a u-.r/ 'St:;v,J ~<;Ll S .. { "- ( c: In,' '<'"() "'S C. \-(.."v-4~ t...( I 1".\) -+i. I l~{C le>;;u f.../d'...r ~ '. cov.aZVu-( (".:;>......-tll n J ~<, 'S.d- -h 1h"d Iv.. tt\J- ~><('"&"V""-+tt.I.', p I~~~ ::;-.e..< .. r /J ' ~p\cw ~ L.-l'i)".,,~ '~Yce.V~.:\-f';v-. la.'(N..J- Ci:Y1.J (r)()5""~ ~-,'{'..r ("('"),..,.(II..':'y t, ,Q ~ ,'{ __ . , bH\:- \""'-'j 11,,[' f n; t',..... '+1/I.\" r f lI"(-"'v~1r~..... " iJ-1ktc. $=:, {( ril-C{e.1Vt.\ 'I.rvICu<...A.,c'c..... --.-,,/ (.;)/' o To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUirements 275 West Doko Ave. C/o s. CA 93612 4231 Foster Ave, Bakersfield, CA 93308 1025 Lone Palm Ave #8G. Modesto. CA 95357 545 Parrott St, San Jose. CA 951 72 123 Commerce Circle, Sacramento, CA 95875 422J Bnckefl St. Ontano. CA 97761 (559) 348..2200 (661) 633-2200 (209) 572-2200 (408) 277-2200 (976) 564..2200 (909) 974-4400 Technician~ /J J vt. t"./-evCt0, /l ~ ( 1501- 75th St NW SUite 106. Auburn. WA 98002 207J4 State Hwy 305 NE SUite 3C. Poulsbo. WA 98370 19501-J44th Ave NE #F-300. Woodmvlfle, WA 98072 12876 NE 95th St SUite B-1 00, Vancouver, WA 98682 ~V'- (,\>$3) 939-2500 (/160) 598.2126 (425) 485-5519 (360) 254-3200 Superintendent/Representative: ";" t ---- Re\ ISlon 0 Effective Date 8/16/02 The IOfolmalllln prm lded on thiS report 15 pi epal ed for the exclusl"e use of the chent ThiS rcpol1 may not be I eproduced Tn an) fOlmat Without the wlltten perrrusslon of the chent and Krazan & ASSOCIates GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION (cry- z/~ FIELD REPORT NO: 38711 ~KrazaI1. & Associates, Inc. DATE ~1 A~~ D'S PROJECT #: /(OG - '"JiOO PROJECT: 54~Fl...)f\~ ILi C~ k LOCATION: ---U i) G. '3 ~ ~ ~:k r ~ ~ ~ KRAZAN PROJECT MANAGER: 1crd A ~ &s: CONTRACTOR: "SA'i tQ JURISDICTION: ILl1 s-.4 (Gvu"'~{1 - !.\ ,if S-c&t h.P' PERMIT#: C)~- 000000 53' INSPECTOR: ""le(, ~ 1., ",sp", WEATHER: C(OL..Jly TEMP: ('J ')' 13 f\ :s tOO N M~ "S'o ~ j ( 'ON 0; (1 (0 h ,-. t=> 1/1 (' Dr/, ~ -h r f'd K ra ~'ilv.' 1.-1. (" / ... ~ ~e :it'~""'lf~ ~ ': rp ( Co"..... ~ ~v, d<::" a 2 q-r-c. J- cVU' of 1<(0- $0/\ <:L l'l~ c "".) bhlc ~\ l\ w.,t~ C'n,...,,/"'e-J. f'()ck- A Ic,:)/~-r ",J'.r; l+?f -1.-:, b,le c"''''''. h~ fl",~:"c\ Ovp/' .j-(" CV"lA.."i,u/f I'::.r-{C i fr7',Jr9/:J~ r,,,~) /??"J (.-"t'D':/\ ,;'" it) ~, 0'-1'('" /t/I~'..} {hu.f --H, ,C:k.. (a.yPf (ll p ~ Co. .5 r c, V~ ( ~ · ;', -' \ -," ",'), :... ~ ,.. ~ f"" I .' ',,, r I ' -(' . , J ). # .' . ; 2-q r:""cL. c;"",sk.J €cck. ---=:; ~ - ," ~ ~I e.'Kf~~cfJ 5"'-<. bQ r.. c4. v 3.,d S'~ f C;'')~ <" ri1 0,"\ +-0 :... /'1 Cc. J. ' --- -- -" '" \ - 3>. ~ J G, r c...... f' .. t'-c c c..1' ,1- ~)C ~.}n",\.~-~ ~-:s "1- cJ: ,1$l'Cl r~S: \ To the """ of my know~age, the obove WK; I WK; NelT pe,focmed ,n oewdonce w,", the awoved pia", ,pee<caho", and regulato", "'p Sup~nntendent/Represent . Technician: 1 /J 1 / t~-C~ .,? cA.Yl t, " 7501-15th St NW SUite 706, Auburn WA 98002 (253) 939-2500 20774 State Hwy 305 Nf SUite 3C Poulsbo, WA 98370 (360) 598-2126 19501-I44th Ave Nf #F-3m Woodlnvl/le, WA 98072 (425) 485-5519 12816 Nf 95th St SUite B- 7 m Vancouver, WA 98682 (360) 254-3200 1- 275 Wes DakotaA ClOVIS, CA 93672 4231 Foster Ave, BakersfIeld, CA 93308 1025 Lone Palm Ave #8G, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 723 Commerce Circle, Sacramento, CA 95875 4221 BnckeffSt, Ontano, CA 97761 RC\lSIOn 0 Effective Date 8/16/02 The mfOlTIlatlOn pto\lded on this rep0l11s prepared tor the exclusive use of the client This ICpOlt may not be lcproduced In any format without the wrltten pcnruSSlOn of the chent and KJazan & ASSOCiates (559) 348-2200 (661) 633-2200 (209) 572,2200 (408) 271-2200 (916) 564-2200 (909) 974-4400 , ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 967 4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE. /4- 4-u ~ o-g t PROJECT #: ~ - /J ~3;' 0 PROJECT: f- ~LtL ~E..WA-y (;.-/-S S" fft. CLI ENT. <:; A-F e tJ.IkJ t::-tv c. . KRAZAN PROJECT MANAGER: c! yL{g CONTRACTOR: S- 4'1 $ /( JURISDICTION: ~4 tI)~ j)tP~ #N6PLf PERMIT #: Os - OOOOD6 ~3 INSPECTOR: . ) G tJ/'C p, 1./ WEATHER: \' (/ ^' TEMP: 1 S- f)N SITE. /37 IPL~L/~Sr- ~~ ) PEc../~~ /j"l/5?'ff-T7t?N (/JF SrR';~Tt./,.e.~~ ' ~'ElfVFoIft:/rl!:? ~fJ~ P/Z/( {/g ~ 170/,- /'lFtJteCr g" c; 10 (( LA-C ~ t:? ~l tJp VA-Jt.,A-rroA./ H/)77 M _ /IS / r o,e. e.vt /E LJ (tr I (. ff- (( fl,5( VI R..i! L!) <;LII-I) TlTA-!.... DrpTI-I LLOtA/ ~/tV~ ~ (( 7 /'Z:- L E.. c TIt- rcA-L LIJ K/ 0 u' T e tv t 4r IE CJ I N C4J lYe /lLTil: rz::(J f) TI f\I~. COM f~ T7 0 f../ 4 F S tJ , L ~ (/N.!:J~ r;:'c" -1-, rJt:, 1Fti" 0 v~c -1'/, r E e:J" J ""^- 1-.1 C L .() F fA ,co a ~ €.J) A- f'/ 0 ,lJ-c.. ~ 0 'p1'rt-tJ u e I!? ~ F G:-F. CIl I ( 215 West Dakota Avenue ClOVIS, CA 93612 4231 Foster Ave Bakersfield, CA 93308 1025 Lone Palm Ave #8G Modesto, CA 95351 545 Parrott St San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St NW SUite 106 Auburn, WA 98002 20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370 19501 144th Ave NE #F-300 Woodmvl/le, WA 98072 11913 NE 103rd Ave Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 1fl ~~KrazaIl & ASSOCIA TES, I NC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 9,2003 KA Project No.: 106-03100 Safeway Stores, Inc. - ConstructIOn Mr. Clark Claypool P.O. Box 85001 Bellevue, W A 98005-8501 RE: Safeway #1492 - Gas Station/Pt. Angeles, W A Dear Mr. Claypool: In accordance wIth your request and authorIzation, the following test data are presented on the following reports, which are enclosed: September 17 September 18 September 19 Field Report No. 31795 - DenSIty Report No. 4730 Field Report No. 31780 FIeld Report No 31905 w ........ cp ~ Referenced concrete reports and compreSSIve strength data will be mailed following 28-day tests, if applicable. )-, ..... ~ ~ ~ -S' If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~.f~ ~ , Penn Seely, Laboratory Manager Penmsula Division PS:jm Enclosures Cc &:ltyof Pt Angeles' -.: 'Mr LOUIS Haehnlen ) Sabyr Contractors - Mr Joel WaymIre With Offices Serving The Western United States 20714 State Hwy. 305 NE, SuIte 3C . Poulsbo, Washmgton 98370. (360) 598-2126 . Fax: (360) 598-2127 & Associates, In c. FI ELD REPORT NO: 1- .)...! .., - ~ '- ~Krazan GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ~-\\-a"3 PROJECT #. \0 L~ - c::- ~ \CC c- PROJECT ~Ar:=\"0A"--i bJ4.S LOCATION. '?~~ A. "-~=--c:;= l ~.S KRAZAN PROJECT MANAGER: -S 13 CONTRACTOR: JURISDICTION PERMIT #. INSPECTOR. WEATHER. "S~~"'i'~ Cr J..."~\' ~P...-C A.~~L~.'S D. 'RLCHrtR~'::::>~ F' C- TEMP, 0 cc> o ~ ~.::>\\ ~ ' A ~ 'K S::C\:\ '&~~~ D \" C 2F ~t=C..: i.<-\iY", D '? ~<;;"," --r TS:: <;.."'""""'<-.. c ~ 'F \..~ Iiv-., ~-Cs: \;:2 I JA.L. PL.ACS~ fc\Z.. \~~\"'- ~LA\l~ A.R7~, ?S:2lH"tR'LY1.9= l.~ ~ CJ~l1\.\"""~<\'i \:""~<~S -...:.~\.~\?c. ~~M; .\~~ R.5:<"-".\.2G~S ") - r-, ~,:), ,C _ . \_-:>~\~(:.- AX;~-,\f5=~ '1~fr c.c-iy,PAC-rtC~., ~~22- [)F:t-::SL\l "'\ ce. s -C S"\-\ ~ ~:-l--+t L(l. "?,('. 2:.K '-r ~ <':;;:7" \:::Z f.""~ ~ \..... \" S To the besT of my knowledge, ihe Cb~AS ,\JOT performed In accordance IVITh the approved plans, speClflcOilons, and regulaTOry reaUlremenTS 2/5 West Dckoia Ave. ClovIs CA 93672 423/ Fostei Ave. Bakeisilelcf CA 03308 7025 Lone Palm Ave !t8G Iv/oCfesto CA 95357 545 Parrott SI , Son Jose CA 05/72 123 Commerce CIrc/e. :)acramento. CA 05815 "22/ BTlckel1 SI OntaTlo CA 07761 R~\ lS10n 0 I FfTCL.tl\C D,UI. ...:;, lbll)~ Th" l11hllll1.11I(l11 l'l,n lucd un till" I LPI)l! I'> ()11-'11 lIul Inr IlK \ 'l...IU'llh tl'>1- \'1 1111- t..11l..lH 1 IllS 1t'1>l1l! '1l.\\- !llll be \l~ll111Ul...ul 111 10\ !l1111111 \\ IthnUl lht: \\ l Hll.l1 pt::Tl11,>:.1\)1l or thl. dl('nt .lOll KIJ.l.ll1 &. \~'l\)l...lIlI.S (559) 348.2200 (66/) 033-2200 (200) 672-2200 (408) 271.2200 (970) 504-2200 (000) 074-4L100 TeC~IClan' ~ =:\' ~ ........... '. .. . , ~' , ~ \...:::.' ~. ~~c."_' ....c:::___ .~ 150 1.7 5th SI NW SUlie 106, Auburn WA 98002 . 20774 Slate Hwy 305 NE Suite 3C, Poulsbo, WA 08370 '-:.~ 1050,.ld4th Ave NE :;1=.300, Woodin vi/Ie. WA 98072 '/V '. ! 28/6 NE 05th St SUite B- 700 Vancoulier WA 08682 ./ /? (253) 039-2500 (360) 598.2126 (J25) <185.5570 (360) 254.3200 Supenntendent (Representative' ~Krazan & Associates, In c. DENSITY REPORT NO.: /1 7 1 (') -r I '..., ,_) GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ,A.ND INSPECTION . NATURAL RESOURCES / WETLANDS DATE ~- \."\.- D~ PROJECT#' \ O(C'o- a~\('j~, PROJECT ~~~~~'-""~'"'i c::.A ~ CLIENT ~AF~\-....;"AY "I-~ C:-. KRAZAN PROJECT MANAGER: ~R CONTRACTOR: ~A~'i' R C"-~ ~-~ . () - JURISDICTION' VcRl:' A~....,r::-,?- L',;,- ..~ PERMIT # INSPECTOR WEATHER D ~ R,c IAA R,,~-~ PC- TEMP Gee. o SANDCONE )a::' NUCLEAR TEST o OTHER COMMENTS Fr:~. c;:t "3 i'lCZS- LOCATION MAP N fr W/<,. _ to: :--. ~ Max Dry I Opt Densltv MOisture i ,?':;r, w C ! Curve I Test Elevation Location (Comments) Curve Mode & I Dry MOist Percent I Depth Density % Compaction Required 1 sc- .,"PI ~-~ 'S'-"-!~ 51'5'7 G" j-" - ~ 5. -=)1 '1G ,-:;'1 'i~ -:"u, ' ,:2.. ~ ( " I I '.... L .- 7 '=i,"-; I Ie , I t I : , I ;.> J. ' "::>. c I I ! I I I I I I i i I I I I I 1 I I I I Map Location D Attached D on Backside Gauge# Dally Avg Std D Plans. Sheet # D see above ;2, c: C7 '3 ~ Coun! Densities .:<' i.-- .:; ( ~' To the best of my knowledge, the abov~AS NOT performed In accorda~ with the approved plans, speCifications, and regulatory requirements Superintendent/RepresentatIve: Te~-rciarr.:---.... ..... ,.n" .-/Ci~. \'-. "-c:-- - _ '\ \ \ . :.~ "-c.-__ ~~_ ~ - '-....... 1501-15th St NW SUite 106 Auburn, WA 98002 I~ (253) 939-2500 20714 Stare Hwy 305 NE SUite 3C Poulsbo, WA 98370 \ ~/~360) 598-2126 19501 144th Ave NE #F-300 Woodmvll/e. WA 98072 ~) ~425) 485-5519 11913 NE 103rd Ave Vancouver, WA 98662 \\ ;' (360) 254-3200 Curve Test Method / :-) t::)i 0 Dallv Avg Std Count mOIsture i,"'" I 215 West Dakota Avenue ClOVIS. CA 93612 4231 Foster Ave Bakersfield, CA 93308 1025 Lone Palm Ave #8G Modesto CA 95351 545 Parrott St San Jose, CA 95112 123 Commerce Circle Sacramento CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 ~Krazan & Associates, Inc. FIELD REPORT NO: ~"--.-.. ..; . Xi: ..."./ ,_ i __' t GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENClNEERING CONSTRUCTION TESTING AND INSPECTION DATE. 5'-ep-f ( [3 c 3 PROJECT #. Ic(" - 0:' ioD PROJECT P_on. f11t.'j ~(eJ S""l ~e~y -:j<=1..J LOCATION: P(9/"'f-;+"J ~fes KRAZAN PROJECT MANAGER: JD CONTRACTOR. S'c<-ybf' JURISDICTION: C""'t of Po,~ IIK-..Tr:J ~) PERMIT #: 01- OOOOl?()5-"'7, INSPECTOR' 5/L9~ .. WEATHER 0 C-a...S " TEMP' ,Syc..;. ell ~'(--fe b y ref.. '^ e<\ + h Sp (' G-h)'Y'- . R f' ~r Po I' () not. ~r,::J r<!),..(J'td ,S' io^"~ e. --("A-~ k s 0. ~tk '$ t/0.C t-~{rn..fs :s j, 'e~ +- F+ D-e+c-<,' ( -:; <(.b F~ It.-Us 0~1I('V'~~-e c.......n:w .f~Ica:...ed I11:X j(j/)_ 'Iff'M 'foh () _ <:E-~C tR SO?~ Th .e.1'~ (~ .-^<i!... r:;uv,J n 9(') ~ p bt/l'"'" qC10~ ~r c',.C:;yt(O t'ef-e.. cuv;1... .K Q Pr7t /' sl~b ~c.t. FO,~ ~ '5 F::?c..{ I' (00. 11 CI,t:> '1 ba<;e -I-ho f- r J c/ ~ (.)(9(.< I' pre_ I ~,....e //;lG"( To the best of my knowledge, the aDove WAS / WAS NOT performed In accordance with The approved Plark\peClflcatlons, and regulatory requirements - 1 (' \ Supenntendent/Representatlve Technician: () \ ! ~~ Av~ 275 West DakoTa Ave, ClOVIS CA 9J6 72 4237 Foster Ave, Bakersfield, CA 03308 1025 Lone Palm Ave !l8G, ,'vlodesto CA 05351 545 ParroTt St San Jose CA 05112 123 Commerce Circ!8 Sacramenro, C-1 05815 4221 Bnckell St Ontano C-1 97761 Rc\ l"ilOn 0 rtTLl.lI\~ D,nt: '\/lb 112 1 hL 111 1111 III HII)11 PJ(1\ Idn1lm rill'. lLOn!1 1<, PILP,ULtl Il)l the C\l.!U~l\L u~e (II the Lhcm fhl\ rq)OII 111..1'. nOl be ' t.P10Jucuj lfl HI\ tmln.ll \\ Ilhollt Ule '\ rHIlll PLlllll%I,)fl 01 lht. 1..111.:nl ,mJ Klu,m A.. A"><'Ol..hHt.~ (559) 348-220,0 (601) 033-220,0 (209) 572-220,0 (408) 271-220,0 (016) 564-2200 (900) 074-4400 7 501 - 151h St NW SUite 10,6. Auburn WA 98002 20774 State Hwv 305 NE SUITe 2C Poulsbo, WA 08370 70i:o' I-I 44th Ave lYE itF-JOG WocdlT'vllle, WA 98072 72870 NE 95th SI SJlTe B-1 00, Vancouver, WA 08682 ~ (253) 930-2500 \ . ,r /(360,) 598-2720 \ "j ,/ (425) 485-5570 '~ (360) 254-3200 . . . & Associates, In c. FIELD REPORT NO: '""' 4 ~ . v _ ""1- !- eKrazan GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE I 7' 0C-r ;).-cc 3 PROJECT #. /CG - c..3 ice PROJECT ()o ,< 7 ,':;"d~, -Sr1-'Cf'-v 4, h.s LOCATION Pc: I-L.,.... ,-+/V-~~-:3 C~J --'7 -' KRAZAN PROJECT MANAGER ;:::J'""' ~ CONTRACTOR. :5',4'/.q.e.. Gr1/3;r.;-<2 JURISDICTION CI 71/ ~ = ~,.,....<2. r 4.....,./t''2'.-L'~.::;- PERMIT # c) -3 - ::-:, 0 c C C c s-:3 INSPECTOR ~ -r ~ L 0- '1"-- /-2--~ WEATHER. jJ ~.,; 0. l /,,-,,-,) ./ TEMP' {~S- f ( ~A I -< .---- -- f""I /.)_ I/:;/~ /'"'. I .~ - -I Lh-..j 'J/ I t:--- :--r?<=- 1<..r-l,VK<---t"r----:) '--CL-'\, C--f<--r-rc; //L.;~,.;Je::-L.7/c ^- p L- -H-~ ';;;;/11 P;'V7' -:r~'/ 5> u4 v c<-",./v.~/ , rc::~ r7,c C r,v :;-- ~.e I':'J #~ t ~) L....~ "Z. ~ r/ / { , ,;;;-;-:-,\, / :s <-A .'-.i () S . 1,,"\ l~! I l- c:-; ,'<' ("" 1 /v ,':- / ''-' . .J L 4-C-e- ;,u ~ t2:' - L.'C: P ?--/ jl,v .S /1-. --v 'f:) .-J c-T-4/ L ~ :=) (,,7 C t/'J <- r~ I i lri rYl ,') . / ,;;; (; ('../ :) S ,) / I _. ~ --;7 - . - It..... l:::.- r- L- C v t {-. 4-0 (), 7; '-'01/ ,'1'7 _ ~ . - i-;2rr,) i-/lt.--L t ~ (- ,Z-r.C::0 ~~-:::, / ,,\..,.1 /J) L /~ /'v'<,,:. /Yl ~C{..::. C .'::>/./Trr:. . ')~,q.0'70 LCir) , "'-'7/, ~( .-<1..- ~ 1 '-.-/ r L C / ) 0- t.::? / , c,..c:.. (~Ol ,'./C:6:: ;-F 1./ ') ..-,- ,q..', IP - /~ f _" . / 'I :(~J_ - y r; c.7 9 o .') ~ ::-,-< { 'v ~f f ~/Jrr7 7i' lj rt.../', , IC-J I L <.(~ //V .,.... - , l,<-lvC' .. ~ L~/ I l- .j :'..>L,+,v"::' _ _, 'l \."7 ,]- .""::.. /2 c:-( /1", ,.::::;.... /<) C. ( ,'\.c- "2 --".a /.1 ,-- --, /'7'" C :/ ..I'Sr- /(..,/C~M't." '("'/''--r-7. /)(..+1.... C--o c.-,(.1 ' l7 I "v <'I:) :=: I~ CL ,. S"t ,..... /L-OJ ,;; /1J ~ )i-;:- ? ! I",.o-~__ ,f,/ ( ..-:-j _ V-'.) .~''-t ..-t,'.,] . -,- , ,. /' ,~ ~ ,..:;- ._L ;_1.- .JL..../-CC- ,-1- ,J', ) () c'7 rJ/ L S ' ('7 ,');:f, f-' CI :'7 '1 ------, . ,:'). ~ To The beST of mv knowledge, the abOVe; / WAS NOT performed In eccordance With The approved plans 5peClt.catlon: end regUlaTory requirements / /' T~~mClan: /' "-/' -;;;/;J'1 //" /<~:/' ,.l~I!1';j // ,-( ,.///:' , .ft,'! :' I ? _0'- (;" --;J.- '(/ 5 (559) 348-2200. '/150 I-15th St1' NW sui1-~ /06. Auburn. WA 98002 (6oil o33-22oe,' 20714 Stota Hwv 305 NE SUite JC Poulsbo, WA 08370. (209) 572-2200 10501- i44th Ave NE tlF-30G Wooomv1lle iVA 98072 (408) 277-2200 12876 NE 95th St SUite 8-100. Voncolivec WA 08682 (016) 564-220.0 (009) 074-4400 Supenntendent IRepresentatlve: 215 West Dakota Ave CIO\IS, CA 03612 J231 Foster Ave Bakerstleld CA oJ308 1025 Lone Palm Ave ;j8G ,''1lodesro CA 0535/ 545 Parrott St, San Jose CA 95172 723 Commerce CirCle Sacrame'1fo, CA 051315 J221 BnCkellSt enror'o, -:,40176/ Re\ISIOI1 0 LtTeu1\e Dill.- ,\, !t',l)2 [h.. Iiltl11 ,'1111(\11 1'11'\ \.k.l I'll dll'l I q)~)n I.... ptl.-l),ll u..1 h11 ,IlL I.- \dl1~l\t.. 11~1.- ~)r lilt.. dllllt rhl.... repl)1 t IllJ.V rlt'l ll.- 1l.-PlOJULullll ,Ulv tUl1l1,lt \\ \thllllt Iht: '\ fltrl.-n pl.-lll11~~1\)n (,t thl;. Llh..11l 111\..1 1-..1 lL.111 ~\. \........\\..\Ill.-~ (253) 039-2500 . (360) 598-2726 . ~5) 485-5570 . "V (360) 254-3200 .::;: 21~6" SIDE VIEW 1/2"= 1 '-0" / I I 3'.9" 2" 6'.3" 15'.0" 2" 4'.8" 17'1 7"1 6"1 11 3"C 8,~31/Z[ -L4 1 /~ 5'.0" fit.1 .'.'.'.' " , ~ ~ t, ,; [ i ) '~ .u, ~1." "~.. "~." "e': ~a;r4~~j ~..JIJ~~-' fs] SAFEWAY ALUMINUM EXTRUSION CABINET WITH HINGED RETAINERS 800MA HIGH OUTPUT FLUORESCENT ILLUMINATION AS REQ. PAINT MATTHEWS ENAMEL #313 BRONZE MATTE FINISH FLAT POLYCARBONATE BACKGROUND BACKGROUND TO BE WHITE LOGO WITH OUTLlNE,"SAFEWAY" TO BE RED TO MATCH R&H 2157 RED "ADDITIONAL PER GALLON DISCOUNT" BLACK "WHEN USING YOUR SAFEWAY CLUB CARD" F.i[ PER GALLON DISCOUNT L5J when using your. Saleway Club Card REMOVEABLE TRACK GRAPHICS TO BE RED VINYL TO MATCH R&H 2157 DIGITAL PRINT GRAPHIC OF SAFEWAY CARD 2" ALUMINUM REVEALS PAINT MATTHEWS ENAMEL #313 BRONZE MATTE FINISH ALUMINUM EXTRUSION CABINET WITH HINGED RETAINERS .090 ALUMINUM FACE ROUT FOR LETTERS AND DIGITAL PRICE DISPLAYS WITH 12" CHARACTERS BACK LETTERS WITH #7328 WHITE PLEX NOTE: DIESEL LETTERS WITH GREEN VINYL INSET 800MA HIGH OUTPUT FLUORESCENT ILLUMINATION AS REQ. PAINT MATTHEWS ENAMEL #313 BRONZE MATTE FINISH GAS PRICE CHANGER IS ELECTRICALLY OPERATED VIA P.O.S OR KEY PAD AT REMOTE LOCATION TITLE: PYLON SIGN FABRICATED SHEET ALUM. CAPITAL PAINT MATTHEWS ENAMEL WHITE Date: CMU TO MATCH Approved STEEL SUPPORT STRUCTURE SIZE AS REQUIRED CONCRETE BASE ALL COLORS TO BE DETERMINED NOTE: ALL SURFACES SMOOTH AND SEMIGLOSS Signage Consulting Permits / Variances Design Purchasing Project Management GASOLINE SIGN 1/2" = 1 '-0" I 120V - 25 AMPS I C.S. Sign Corporation 2109 N.W.96th St. Seattle, WA 98117 Voice: (206) 949-7050 Fax: (206) 783-5401 ALLANSON TRANSFORMER DISCONNECT SWITCH , \ " ; "J~=-1/4"WEEPHOLE ~ MOUNTING CLIPS *' II' TO BE PAINTED ~-g' }{&lM-"'t~~:.,~""....l.S TO MATCH BLDG tttlA- 3:.t~ Lb ~'fe""~'S BY INSTALLER LETTER SIDE VIEW N.T.S. PRIMARY POWER STUB BY SIGN CONT. 18GA. ,b ,.:,. PAINTLDCK METAL BACK ~ 22 GA. PAINTLDCK METAL TRANSFORMER BOX : ~\' .~ 7" ;::.H LOGO SIDE VIEW NTS ,063 FAB EL 7 ALUM, RETURNS PAINT RETURNS AND BACK DUPONT CENTAURI BRONZE S-371-AH CONTINUOUS SILICONE BEAD 3/16" IMPACT MODIFIED 2157 PLEXIGLAS FACES 15MM CLEAR RED NEON MAKE UP BOX COVER 7" DEEP ALUMINUM CABINET WITH EMBOSSED LEXAN LOGO 3 " ' . ~ ~AJI.Ul,- --- +1l~~S ~ '6c,.:ra) \'0 (:) _I C\J 2'-6" ~C'l~ 3'-0" FRONT VIEW 3/4" = 11-0" 141-1111 I 120V 8.5 AMPS I I 120V 3 AMPS .".:..' '" " I ~ '. 'I .' ~ j , "'l " 'I ,_~ "-~- _- - ~f _. ^ _1 .,.,.--..- ---: r-;a:r4'~; , .~....... ;~ ~_.!~:~.~,: TITLE: SIGN SPECS Date: Approved Signage Consulting Permits / Variances Design Purchasing Project Management .. C.S. Sign Corporation 2109 N.W.96th St. Seattle, WA 98117 Voice: (206) 949-7050 Fax: (206) 783~401 F- I -1----- I -'--- I -- I -/----- I I -1----- / -1----- I I -1----- I ~ I -'- - - - I - /-- -/----- -' , /- -/----- 1 1 -,----- / --~ / / / / / / / / / " / / / / / El / / / / / / / / " / / / / / / r- ~I K o I CD~ 1 G) 0 CD I G) G) 0 0 t ~ I;~l Ii ~ I C' ~ .,., I tl ~j I It!,, I o o o o Ir 3RD ~-~~ STR T II " " . I {Iii , r"- ~~~-jl !! ~ j II, r----col /1< ["---" ' 't:c4- _ (I 11 It :1 ll:}.-r....'" I! Ii 1: H' II if I' ___ 4__-11 lr---"- ~ ~ tl = 1:J\10~r ~ (1) lL) llii Q ~l ; ~ t'J! Q< /I . <} 11 /I IG8'3I'WE ....,. /I " I II II~ p . cr::: II t1 Ilz --1- /18 z r--T - /I-.J 1 II N .~.';.:.~ .N - ~." "~;, _~~< _:j ,~__.. j - .-.- "...i a;r~i:.'; ,___,1, ~, l .9.... ~'~ ~f~~) ;i 'w..(::.-~ _. t >." ~. _ .A-"~~\<'" .~( _-"'~~_ __d SITE PLAN 1" = 30'.0" TITLE: SITE PLAN Date: I ~ Approved Signage Consulting Permits / Variances Design Purchasing Project Management C.S. Sign Corporation 2109 N.W.96th St. Seattle, WA 98117 Voice: (206) 949-7050 Fax: (206) 783-5401 3'-0" 3'-0"12" 14'-11 " I I II I 2'-6'12'-00[ (S) SAFEWAY 3'-0" I .~.~.r:.~ ~ '. 'C Ij .-. '!.c~~~~'~}.<<h ~l."~ ~ ~ Y M ~"'~'>'-'c=~a""~'~--~~,-'r4i~~~~'~~ ; I t 51 ~ ~ i.~,..Jj \~__:;"~__"_.,,...~~ -,7'^~;< ~n~Y -.,L.. .:>_~0:"-::~ ..;:.... _, ~., ,~~\ SOUTH ELEVATION 3/32"= 1 '-0" 3'-0"12" 14'-11 " ~I I SAFEWAY 3'-0" I 2'-6"I NORTH ELEVATION 3/32"= 1 '-0" TITLE: 3'.0" 3'-0" 3'-0" I I I I ELEVATIONS SHOWING SIGN LOCATIONS Date: 2'-6'1 fSJ Approved EAST ELEVATION 3/32"= 1 '-0" WEST ELEVATION 3/32"= 1 '-0" Signage Consulting Permits I Variances Design Purchasing Project Management C.S. Sign Corporation 2109 N.W.96th St. Seattle, WA 98117 Voice: (206) 94~7050 Fax: (206) 783-6401 Owner/Business Address: CITY OF PORT ANGELES LIGHT DEPARTMENT . ELECTRICAL PERMIT PERMIT NO. ,;;:z619' t/.;z/Ho , , DATE Site Address: I Inst1alled By: o READY FOR INSPECTION License Number: ~ILL CALL FOR INSPECTION Phone: Owner/Business: J Phone: Sq. Ft. o New Construction o Remodel "J'I Service update/alterlrepair o Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) )( Overhead o Undergroun%~ Voltage I~~ o 10 ~3.0 Service size c;2t90 Amps o Temporary o Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other ~ Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) Detai IslDescription: /}/r.-W' . C)&) ~ JtI oS ~ f d 1 .15 IJI!V(. ~o ~0 W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. o O.K. to connect service ~Final O.K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Site Address: 3tf;L.JiJ, Permit/Receipt No. .;2. 6 ?t New Meters - . Notify the D art ent of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT.158 or EXT. 224. ~ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT f tto ~ Inspector Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall OLYMPIC PRINTERS, INC. CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT NI! 16765 . .., "') A. ?- . ,,f-"'-- ,-~/ Port Angeles, Washlngtonmm._,_____.m.__.._...mm.m..mmm.m__....., 19.___m. In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to ~lectrical work as listed below. Address .m.::?/2__..~_._;f~::~~~~f2~:~.______m______m. occupancy__..mr~4..:..__~<~_____m___m____ ~::~~-~:~i!r~:::g>j~:Jl::::d=~~::~~;~:::::::::::::.::.~::::::::::=::::::::::::::::=::::::::::::::::::::: Light Outlets..............................._.._..._ Receptacle Outlets............................... Service, volts .......n......o..._.................. No. wires ....................................... Dryer, KW __uuu......n.U.Un....n............ SIze wlres........n....m....nhm......._.. Range, KW.............................. Main fuse ....................................... Water Heater: Enclosure ........m............................ KW....................................... Type of wirIng: Entrance Cable ...............mn......... Heat KW............................................. Motors: size, volts and phase: RIgid Conduit m..m....................... Metallic TUbing .m................. Current transformers: No. & Size.............................. Ser. NO.....................__.................n.... Ser. No. n...........o.....n........................ Ser. No............................................... Type of Wiring: Armored Cable .m.n....m................ Non-Metallic ................................. Knob & Tube................................_ Rigid Conduit .........................._.. Metallic Tubing ..n...om................ Raceway ........................_......_._..._ Circuits, Light....................................... Utility............................................. I-Ieat ....._................................._....._ Range ................................__........... Water Heater ............................... Motor ..._......................................._ Dryer ................................_.............__ Furnace .........................._......_.._.._.... T~tal Load71"':~:"-""'>,. 4J Se'- N:dZ:;;2Z;;:ii'L""" Total..................................... ~~=:~~~:.__:::::::::::=:::=::=::::~z:=:::fz:::::::::~:::::::~?:::::::::::~:::t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: m-__m.h..______m.m__.hdh___.____.m..m_____.____m.mm.m__m______h__.__.hmm_.-mm--;;..V.--. "'. '.'..-------------.---.....__......... n' Permit Fee Treas. ReceiPt, '-~~__ $".~r/r // $.....-...---.-------------.....-._.... No.________...___.............. By ../l.__.u!____:~___'2':_:__._l::..~.:/-("f__G:'J:.:.._!._.:.~:f,.~_~~--_ .......,..,...,. , NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If' work Is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION / ELECTRICAL PERMIT N? 16765 ~s~~:t~~~~:~:~::::::::::::~::::::::::~:::.::~::::::~:::::::::::::~:::::::::::::::::~:::::::::::::::::::::::.:::::~~::~:.:::::~::::::~::~::~::~::::::::::~:::.::~:::.::~:::::::~ '. NOTICE-Current must not be turned o~\untU Certtncate of Inspection has been issued. If' work fs to be con- cealed due notice must be given the Inspector 8o~ work may be Inspected belore concealment. 1M Olympic Printers. Inc. ',- FROM HRNSON SIGNS' FRX NO. : 350 513 9515 Aug-23-oc 08:01 Port Ang~les Pub11c Works Oct. 13 2003 12:30PM PI CG:r~ - /-I7"e;:t Lj Ob 01 f ELECTRICAL PERMIT APPLICATION FOR OPf-'rCL"l. I rSE (l~IL ',' r>.t, Rcr.: PtmitJJ. ~ It A~tH'O'ut 1.:taL.-l,t\.'f(j; rh, f:t<r.ll"ical Permit Application In",! be filled oul completely. Pl.... tyne or prlnr In ink. If you have any q,crtiOn!, pIe"," call (J60) 417-4135 Pu number: (360) 417-4711 8G'I~ '1 / ~ Applicant andior !\.gent: //mt.)s.Or1) S:J't1.) Property Owner: ::5I>-fE.\LJ!;\'i furi.L Address: Con;rac[orJ~A)'\~ :s \ 13-N Co Address:Po \:01< q~ Phone:.3(.,o iCl) %:So Fax #3(,,0-(,13 - ,?,Y/j- Phone'. City: License #: \-\A~SDSCIC€II'\'1Exp: '7- 21-M City: S\U~R.Df\lF-. Wf:\, Zip: Phone~ C.l~qsso Zip,Q~ Credll Card Holder Name: t-\A~ 'Sl6-N eo./ RA 1\)01( ttA-NS,l:!'Y\. BiI1i"gAdiJre.~~:PD Boll- '17...<6 / CI~\~~ Zip: 'l~ Credit Card Number ( Exp. Dale: " ViSA X Me Permit F~: Co8 ~ (CCe :,~'O (l)Q 1(" 'OO.J PROJECT ADDRESS:Sf\~e~L wR 3\~s LJ~lf'..:l ST ZONlNG LEGAL DESCRIPTION, Lo'.: IJ:ock:_ Subdivision: CLALLAM COUNTY PM,CEL N1JMBER: 0& - 30- 00 - 0 - D - iJ:flOO .. co.::e THE OF WORK: o Reoidenllal 0 Multi-family ;1 COll\m=ial IJ Mohile Horn. ElectMcal Peral.t feel Art b~l<d on WAC 296-46-910 BRIEF DESCRIPTION OF THE: PROJECT: I tJsTh~ 1 - FRtt ~lJ)lA1 ffiC4. 0l6(" E:lec:trle11 "(':It LOi.d Addltiol'l1l ~ '51Cts cJ; ~ ~ ~{lY Servke lnrorm~tion o B"'cMard KW D RhO' a Furnace K\V 0 ,:>Verhead SCl"'Vice o Hca.l Pump _ K W 0 Tomp Service D F~;~~ {:3. -.fKrW -rf r" JUder~und ~";'~~ COl1lruent,(~ ,,- ''''&Il(.. 1<;. /lid ~"'\1fC...1' C/atf#J[E.-S{-~ - "sr~er lx..'{5'AJ- ~t.~ 1M. , ~ .. . ,,~..r "'" Volta.ge: Ph"'e: 0 t 0 3 Service Size; FeodO' Size: == t..l (U,-" UTI'-/TY I t-IC...dT WI4!L... /LfVSr ~ r h~rt!byc(,.ti/y tlrat 1 "3~ rr:ari and r!.UJmr'm::d. :hl.~ appUca(rmr and knowtnr..s me to ~ trur. and r:orna and I ,1m rlUIJrortzcd to ap{i!I" fOI' this pennir. 1 "md~rJJaf1d it is no! the Ciry:S lega( rcspon.ribi.IlJy '0 (kt~ . t:- plmnif,r an! requh~d,' it nma/I'!.' I;'~ al'f';l:'(ant:r roprms[ot!/ry tn d{!!{!rmlf1'. .....;hot ramUs r."e ,"'qufred and ra. OhUlfl1 ):.Jch. ~)<' ..JJL PW-lIUJ_2~ (""",t.1JCl Credit Card Holder., nate: IOO-D3 rJJ- c ~ 10j/>/03 3 -S(bNS $ roB ,qo