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Home My WebLink About616 S Liberty St - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner FULLER DAVID /PHAEDRA 616 SO LIBERTY ST PORT ANGELES 36) 452 8910 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total T• \Policies \1102.15R WO] WA 98362 RI GHT UNDERGROUND PHONE 67561 00 12/19/05 6/17/06 Charged OF 00 00 00 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 05 00001260 473000 616 S LIBERTY ST 06 30 11 5 4 0000 -0000 QWEST PUBLIC WORKS UTILITES RS7 RESDNTL SINGLE FAMILY 0 Contractor OWNER WAY SERVICE Plan Check Fee Valuation Paid Cr edited 00 00 00 00 00 00 Date 12/19/05 Due 00 00 00 0 0 0 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 Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4807 FOR UTILITY 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T\Policies \1102.15R [1/05] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING . ~ ,ORT ~ tO~~~ ". "-~ ~ ~~ 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 03-00000462 616 S LIBERTY ST 0630115400000000 RES NEW SFR 75708 Owner Contractor Date 5/12/03 PARENT DOUG/SUZETTE PARENT & SON BUILDERS 215 WEST 5TH STREET 215 WEST 5THST. PORT ANGELES WA 98362 PORT ANGELES,WA (360) 452-2198 PORT ANGELES WA 98362 (360) 452-2198 Structure Information NEW 1563SFSFR W/ATTACHED 540SF Construction Type TYPE V NON-RATED Occupancy Type . . . .. SINGLE FAM & CONGREGATES Other struct info. . .. NUMBER OF UNITS 1.00 Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 849.25 5/12/03 11/08/03 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 26.00 7.0000 THOU BL-50,001-100K (7.00 PER K) Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 83.55 Plan Check Fee 5/12/03 Valuation 11/08/03 Qty Unit Charge Per BASE FEE 3.00 7.2500 ECH ME-VENT FAN 1.00 14.8000 ECH ME-INSTALL FLOOR FURNACE Permit Additional desc Permit Fee Issue Date Expiration Date PLUMBING PERMIT 125.00 5/12/03 11/08/03 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 7.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1.00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1.00 15.0000 ECH PL- EA. BLDG SEWER 1. 00 7.0000 ECH PL- EA.WATER HEATER Other Fees STATE SURCHARGE 339.70 75708 Extension 667.25 182.00 .00 o ~\ Extension 47.00 21.75 14.80 .00 o Q >l \Z Extension 47.00 49.00 7.00 15.00 7.00 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1057.80 1057.80 .00 .00 Plan Check Total 339.70 339.70 .00 .00 ~ ""'" ~ ~ 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 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. 5'/2;d~ Date Signature of Owner (if owner is bUilder) T \PLANNING\FORMS\1102 15 [4/2002] Date ...- c/ ,ORT ~Q ~~~~<,., c}~~ !:. -- "lOi:1C~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Other Fee Total Grand Total 03-00000462 4.50 4.50 1402.00 1402.00 Page 2 Date 5/12/03 .00 .00 .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 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] .... 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 I INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS t~.!). 0. -0-3 ..ll- WALLS A.,. roIL SId..,. ~ \- f? rJ. FOUNDATION DRAINAGE ~-Jq-tJ i .\l- c.-fJ..o-O.~ .}.J., ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # (1 ROUGH-IN PLUMBING lJ~~/5 0/'-- {; /"H/O;J J,h. UNDER FLOOR / SLAB ROUGH-IN WATERLINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS Kt-II- 0'2.., J..L. CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL ry - '7 ...(')'2, ...I.. L. WALLS / ROOF / CEILING f)r~v.evtl V~ -&;>-1." ~1'V>l- g~ Pu~ DRYWALL d',.?..~~~ LL. T-BAR INSULATION SLAB WALL / FLOOR / CEILING ~_lC:-O'3 \.l.L 1 MECHANICAL '(- 0-0'3 1-1V/t G ~f ,JtJ- 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 ELECTRlCAL - LIGHT DEPT 417-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION R. W / PW / CONSTRUCTION - R W ENGINEERJNG 417-4807 PW / ENGINEERJNG FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 I - Jt>o 1./ .iLl- BUILDING T \PLANNING\FORMS\I 102 15 [4/2002] 07/16/2003 10:38 FAX 36045284445 Absolute Air. Inc. ~001 .' ~ , :t~ rer~b'2-- Fax Cover Sheet ABSOLUTE AIR.. INC. ~ EAST HWY 101 PORT ANGEl.ES~ WA 98362 (360)452-84441. -, I / r.. J /', ':? (~)452 8~UfAX 01 lp/U0 ft.-.: G(P~ ;~tzu ro Date: 7/1$'103 OffIce Locotion: ABOVE Phone Number. ABOVE 7!5 I --) X Urgem ~ Reply ASAP r:J Please c:amment ~ Please ~:-..' a Foryowl,.n~ Total pages. including Cover. ~~ \ 0 -t :A Commen1s: Low Vol+ €~c.-h1'~ QQ (mi +- Af.pt \ ~~--t)af)-, -+>~~ Can ('~ w:v- ~ Q~ QJls\.. -to *- ~ ~ <<1('+- c 1" : 7/j~ -) f:A't'JJ'~1!J4 1Itt(;~f'"t0 (;y ;!Jj+r11c-hi>>J Or !:-uc.:f r;,.~,IfZU NtJt1dr: ~~~ GJ.-Q Gt~~ or '~~_L~~ 4?~ - 81~4'-1 7-22~5. t- !k4-1 _~u..wtp ,fer~;1 ~s Ivt,~ 1u..'Q..~ 0 V\. u..... I T<e r A/\ · r.J Lc<-v ~/-/QJe- 1?::J'IM.' 'f- () njY 12v 07/16/2003 10:38 FAX 36045284445 · ~-15-03;' :~9PM;CITY POPT ANGELES :3G04174711 ~002 = 1/ Absolute Air. Inc. tJ ~ . BUILDING PERMIT. APPLICATION FOROFJolClAL USE ONLY' DalE Rn: : Permit 1/: 'I to '2... Da.1c AppmvaI: D::l.... )"",ued: FiU out COMPLETELY aDd in INK. Your :applir.2DOD aDd !!lite plan MUST BE COMPLETE to be attepted. (or nMew. If you have aDY quesrions. call (360) 417-4815 Applicant :0 Agent: Owner: -'. n '( € .I"-. ) + Address: ~ SOr0 - Cl),Q~iTIJct70n. City: Pho~.r"O-1 / {)..- GO '3 I DOuap rtn 1- one: Zip: ArchitectlEn~neer: Phone: Con1Iactor IJh5DJ u1le.. /t/r;ddv b SttJtc LicCDS&.SOI.../rJ:99~kB Exp: ~~~S- Phone: J.Js:;-~'I1JiI Address: :}6:A 0 f iIM; ;0/ City: P'it JN9tl~~ Zip: 9~ PRo.JECI ADDRESS: (,'10 L/&r-iy ! P A ZONING: LEGAL DESCRlP1lO'N: Lot; Block: SubdiVlSion: CLALLAM COUNTY PARCEL NUMBER; Gtol0 €M~~ P,'1.Z LL +n )tJl City: Po...1- ~~e.1t.5 II ~ SIZEIV ALUATION: SE@$ /SF.-$ SF.@$ ISF.=$ SE@$ ISF.=$ TOTAL VALUATION $ f[c.+ ];1. r ~c.E>. _ Exp. Date: , Credit Card Holder NIUDe: Billblg ,udress: O?~O Cr-edil CanlType VISA TYPE OF WORK: . Rcsidaltial )I New Constr_ 0 R.l>-root- 0 . Stovc C Multi-family 0 Addition 0 Move [] Garage o Commercial 0 Remodel 0 Dc:molition D Deck. o Repair 0 Sign )( Oaha BWE.- DESCRIPTION OF TIlE PROJECT: ::n.'6'b \ l low VoI+a..ge.' on{y - , , ( COMMERCIALIRESfOENTIAL: Occupancy Gtnup; Occupant Load; No. of Stories: _ Lot Size: Existing Sq. Fl & Proposed Sq. Ft. ElC.istlng lot COVCl'agc _ % & Proposed lot coverage _% = Total lot coverage Construction Type: = TOTAL Sq.Fr. % APPROV ALS: PLAN: SLDG: DPWU: FIRE: OTBER:_ PLANNING lJSE ONLY: ESAlWetJand(s): 0 Yes 0 No SEPA Cheddist required'! 0 Yes [j No Otbcr. BUH.DlNG .PERMIT APPLICATION SUBMlTT AL: The Building Division can provide you with infonnation on the application and plan subminal requirements if you.have questiODS_ VALUATION OF CONST.RUCnON~ la all C3.:!ies~ a valuation amount lUust be entcr-ed by dle apphCll.llt. This figure will be: reviewed and may be revised by ~ Building Divi:>iun Co comply with CliIRDt fee schcduJG:J. Contact the Permit Coordinator at 41 74815 for assistance. PLAN CHECK: FEE: IF a plan cl1a:k.fa: is due.it must be submitted at the time the building permit appllication and cons~tion plans are submitted. All orhcr periiUt fees ~ due at the time of permit issuance:. , EXPJR4TION OF PLAN Rt!VIEW: lfno renmt il;: issued witbm 180 days oftbe dat\f of appJicatioD, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (set: Scl:tion l 07.4 of tbe Unifonn Building Code. current edition). No application can be extended tnoR than once. J hereby Qjttify that I have tead and eKamined this application and lctJo. the same to be true end c:onect , am authorized tg apply for this pennit and understand that ~ ;s my respOllsibl7ity to detelmine what permits are requited ,not the City's. that I mrJSt obtain $IJeh permits prior to work. T:\FORMS\AR'Slauildingpcnnil.wpd Applicant: "Date; ~ lllp If) ~ ~VOR""-\I: 8.J",o~~~ r....a "--~ ---- "l,\~ 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 03-00000529 616 S LIBERTY ST 0630115400000000 ELECTRICAL ONLY Date 5/30/03 o Owner Contractor PARENT DOUG/SUZETTE 215 WEST 5TH STREET PORT ANGELES WA 98362 (360) 452-2198 PARENT ELECTRIC COMPANY INC. SEBRING FL Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE PARENT ELECTRIC 40.90 5/30/03 11/26/03 COMPANY INC. Plan Check Fee Valuation .00 o ~ "" ~ Qty Unit Charge Per 1.00 40.9000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 40.90 Fee swmnary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.90 40.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.90 40.90 .00 .00 V\ )- ts- (\) ) ~ ~ 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 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 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 UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIvISIon) SEPARATE PERMIT #'5 WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARA TE PERMIT #'5 SEPA %mP C5UYta 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 "/~!O3 /kO ELECTRICAL LIGHT DEPT CONSTRUCTION R.W / PW/ I I CONSTRUCTION - R W 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] ~ pORT ~ ,",O~"':... aha~ "- -=-:or ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000462 Date 12/02/03 616 S LIBERTY ST 06-30-11-5-4-0000-0000- RES NEW SFR RS7 RESDNTL SINGLE FAMILY 75708 Owner Contractor PARENT DOUG/SUZETTE PARENT & SON BUILDERS 215 WEST 5TH STREET 215 WEST 5THST. PORT ANGELES WA 98362 PORT ANGELES,WA (360) 452-2198 PORT ANGELES WA 98362 (360) 452-2198 Structure Information NEW 1563SFSFR W/ATTACHED 540SF Construction Type TYPE V NON-RATED Occupancy Type . . . .. SINGLE FAM & CONGREGATES Other struct info. . .. NUMBER OF UNITS 1.00 35.30 12/02/03 5/31/04 Plan Check Fee Valuation .00 o ~ .......... ~ ~~ J\t ~ ~ ~ ---------------------------------------------------------------------------- Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL Qty Unit Charge Per 1.00 35.3000 EC EL-LOW VOLTAGE Extension 35.30 ---------------------------------------------------------------------------- Other Fees NSF CHECK FEE STATE SURCHARGE 20.00 4.50 Fee swmnary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35.30 35.30 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 24.50 24.50 .00 .00 Grand Total 59.80 59.80 .00 .00 LA ~) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, pnvate 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 penod 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 authonty to Violate or cancel the proviSions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authonzed Agent Date Signature of Owner (If owner is builder) Date T \PLANNING\FORMS\1102 15 [11/14/2003] BillLDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL 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 YES NO FOUNDATION: FOOTINGS WALLS FOUNDA TlON DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT' # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEA T PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION , SANITARY V r3hA KfrC.. STORM t'JH PLANNING DEPT. SEPARATE PERMIT #'s SEPA~AJG 7b ~ PARKING/LIGHTING ESA ~V~ (~ON~ LANDSCAPING SHORELINE e..I:J ~./ FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 /,.11J ~ p-t/ I JItof) 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 BUILDING 417-4815 BUILDING T\PLANNING\FORMS\l102 15 [11114/2003] PREPARED 1/30/04, 10 47 32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 1/30/04 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 616 S LIBERTY ST PARENT & SON BUILDERS PARENT DOUG/SUZETTE 06-30-11-5-4-0000-0000- 03-00000462 RES NEW SFR SUBDIV PHONE PHONE (360) 452-2198 (360) 452-2198 ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME5 01 8/05/03 JLL MECHANICAL DUCTS TIME 17 00 8/07/03 AP * OVERRIDE TAKEN BY JLIERLY DATE- 08/07/03 TIME 09:30 52 ME6 01 8/07/03 JLL MECHANICAL GAS LINE TIME 17 00 8/07/03 AP * OVERRIDE TAKEN BY JLIERLY DATE 08/07/03 TIME 09 31.28 ME99 01 1/30/04 ~ MECHANICAL FINAL ----------------------------------- CONTINUED ONTO NEXT PAGE -----------------------____________ PREPARED 1/30/04, 10 47 32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 1/30/04 616 S LIBERTY ST PARENT & SON BUILDERS PARENT DOUG/SUZETTE 06-30-11-5-4-0000-0000- 03-00000462 RES NEW SFR (360) 452-2198 (360) 452-2198 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/21/03 JL 5/22/03 AP BL1 02 6/05/03 JLL 6/05/03 AP BLPD 01 6/19/03 JLL 6/19/03 AP BAIR 01 8/11/03 JLL 8/12/03 AP BLI 01 8/14/03 JLL 8/14/03 AP BLDR 01 8/28/03 JLL 8/28/03 AP BL99 01 1/30/04 ~ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- BUILDING FOUNDATION FOOTING BUILDING FOUNDATION FOOTING TIME 17 00 2nd footlng lnspectlon, 1st was done ear1ler BUILDING PERIMETER DRAIN perl meter draln on front portlon of structure ok to cover/wlll lnspect r cover/wlll lnspect rear portlon as needed/Jlm BUILDING AIR SEAL * OVERRIDE TAKEN BY JLIERLY BUILDING INSULATION * OVERRIDE TAKEN BY JLIERLY BUILDING DRYWALL * OVERRIDE TAKEN BY RVESS DATE 08/27/03 TIME 15 58 24 lnterlor dry wall nalllng for lnterlor brace pannels BUILDING FINAL Jessy 425 466-0698 DATE 08/11/03 TIME- 17 00-29 DATE 08/18/03 TIME- 08 28 49 PREPARED 1/30/04, 10-47.32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY 616 S LIBERTY ST PARENT & SON BUILDERS PARENT DOUG/SUZETTE 06-30-11-5-4-0000-0000- 03-00000462 RES NEW SFR (360) 452-2198 (360) 452-2198 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT SUBDIV PHONE PHONE DESCRIPTION RESULTS/COMMENTS PAGE DATE 3 1/30/04 PL2 01 ------------------------------------------------------------------------------------------------ PL99 01 8/05/03 JLL 8/07/03 AP y/30\04,1 ~L~ l\~vr\),,\ ~ PLUMBING ROUGH-IN TIME 17 00 * OVERRIDE TAKEN BY JLIERLY DATE. 08/07/03 PLUMBING FINAL TIME 17 00 TIME 09 30 26 -------------------------------------- COMMENTS AND NOTES ----------------------------------____ PREPARED 8/28/03, 12,46 16 CITY OF PORT ANGELES (9lb ~. ~f.h~rTy INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 8/28/03 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 616 S LIBERTY ST PARENT & SON BUILDERS PARENT DOUG/SUZETTE 06-30-11-5-4-0000-0000- 03-00000462 RES NEW SFR SUBDIV PHONE PHONE (360) 452-2198 (360) 452-2198 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/21/03 5/22/03 6/05/03 6/05/03 6/19/03 6/19/03 BL1 02 BLPD 01 BAIR 01 8/11/03 8/12/03 8/14/03 8/14/03 8/28/03 BLI 01 BLDR 01 JL AP JLL AP JLL AP JLL AP JLL AP ~ BUILDING FOUNDATION FOOTING BUILDING FOUNDATION FOOTING TIME 17 00 2nd footlng lnspectlon, 1st was done earller BUILDING PERIMETER DRAIN perlmeter draln on front portlon of structure ok to cover/wlll lnspect r cover/wlll lnspect rear portlon as needed/Jlm BUILDING AIR SEAL * OVERRIDE TAKEN BY JLIERLY DATE 08/11/03 TIME 17 00 29 BUILDING INSULATION * OVERRIDE TAKEN BY JLIERLY DATE 08/18/03 TIME 08 28 49 BUILDING DRYWALL * OVERRIDE TAKEN BY RVESS DATE. 08/27/03 TIME. 15 58.24 lnterlor dry wall nalllng for lnterlor brace pannels -------------------------------------- COMMENTS AND NOTES -------------------------------_______ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date t:) r II /0 j :/ Time ,S-: J.I ~ ~ m. Received by ~~ e, person) Location of Work to be inspected rP I b ~ / b~ ~ Name of person requesting inspection Do u ~ ~ Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final Phone No. 91 f) (f'JC)3/ Permit No. V tj6rJ.- Sewer Excav. Other /). I r ,~o... I :\C Inspected: Date Remarks: rt\l ~ Time~ 01 "\R By INSPECTION NOTES: RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved o Gravel o Asphalt OPCC o Other o Repaired by City D Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES ~ DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date tV.s- ~----- Time to.' Jj - frYJ. Received by 0 ~.~ gersonl Location of Work to be inspected 1/ h J- I ~"""!m <s r-: Name of person requesting inspection . D (? "tJ ,Dc<- re- J Address of person requesting inspection ' Phone No. 9)~ -CXJ 73) Type of Inspection (circle appropriate one): Permit No. IJ h? Sewer Foundation Framing Chimney B Final Sewer Excav. Other .- INSPECTION NOTE f /,)"Time a~{/Jt.~ J Inspected: Date -t-JLL.. By ~ Remarks: RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel 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) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date 7- 7-~.2> Time Received by KV (phone, person) \ Location of Work to be inspected 0 I fa, ~ L" wU Name of person requesting inspection Dcu.. .3 th.. (" evt + Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other 5h~~ll INSPECTION NOTE~, n \ Inspected: Date ~ tr'7 Time~ By Remarks: Phone No. ? /2- 003 ( Permit No. ~62 ~ ~ RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel o Asphalt OPCC o Other o Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SLJPERINTFNDFNT fDATEI CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . INSPECTION REPORT. . . . . . 17~ v REQUEST: Date ~-? Lj-ciS Time Received by /2V . (phone, person) I Location of Work to be inspected ~ J b J....J ber iy Name of person requesting inspection ])C)/'.-t.j p"CU" eu.. t-- Address of person requesting inspection Type of Inspection (circle appropriate one): Phone No. 9/2.. ~ -=? I Permit No. <7'6 Z. Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other ~;",,~e Time By JL/ RESTORATION REQUIR 0 . . . . .. YES SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC o Other D Repaired by City D Repaired by Permittee [] No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) ~TRFFT ~IJPFRINTFNnFNT mATEI CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date ~-2.0-(j3 f~lj{ ~/ Time Received by RV (phone, person) \ Location of Work to be inspected (0 Lfo Lr ~r-ty Name of person requesting inspection J)o t:9 .:p <:A.v e V\....I'\- Address of person requesting inspection Phone No. 9/2 - C:t::::3l Type of Inspection (circle appropriate one): Permit No. 'i b '2 Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other fO~~ ~o iA ~~&.4-~e INSPECTION NOTES,: Ir.. J ~. Inspected: Date ~3 Remarks: Time {JM.- By ~L- ~~ PfJ c-k Y2- (j;f }J: RESTORATION REQUIRED . . . . .. YES NO ~'l~ r- G ~"() G> Yj...vS>f" e-J- ~J-/ Woe:, .ck.- ~IJ-C- "- -(!;>~ 16v- ~tJ ~ II- (J U~'t k-/ Cll ~ SURFACE RESTORATION: SURFACE TYPE: D Unimproved DGravel D Asphalt D PCC D Other o Repaired by City o Repaired by Permittee [] No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) STREET SLJPERINTFNnFNT /DATEI CITY OF PORT ANGELES I "-r ~~p DEPARTMENT OF PUBLIC WORKS f!J-S~(J 1-D()oJj . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . ..~ / ~ REQUEST: U51V - Date (c \11 . b;., Time----1l '.DO.o--- Received by 5L" (phone, person) ., location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final Phone No. Permit No. 4l./;;)- Sewer Excav. Ot.her~ T4t... i='~,ufS .--:------ - --1~ By RESTORATION REQUIRED. . . . .. YES NO ole. ~\~ t4-t .~ })w-,u Gl~ ~ b/~4{lk1vl lNvtJ ~ ~~ V~ ~p- ~~ D~Y' Len ~ ~~ . ( e;;- , 1&5 b L()2~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City D Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT lDATEI CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date ~- $'- cJ~ / Time Received by Rv (phone, person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewe bIb 50 DOkj J-,,,I&-el' 7-y '/52- 2,c:ye Phone No. 9/2 0031 Permit No. ~,6?- Plumbing Final Sewer Excav. Other Time 7 'r 3D 'If IYl f)i By C/l< RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC o Other o Repaired by City o Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SlJPFRINTFNnFNT IDATEI CITY OF PORT ANGELES / DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date ({),")' ~l (03 Time "3 : (0 Received by..s;b~ ~personl ( ( Location of Work to be inspected :d / ~ ~j, ~~ Name of person requesting inspection -' ;; \ ~ ( r ..eVl Address of person requesting inspection U Phone No. 91 ?;6~;S/ Type of Inspe' orcle appropriate one): Permit No. A___ Foundation Framing Chimney Plumbing Final Sewer Excav. Other ~Tfr Inspect~~1 Dat:OTE~ I,ooi& Time ~ By '0 I . Remarks: lJ Clrv RESTORATION REQUIRED 0 0 0 0 0 0 YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC o Other D Repaired by City [] Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TRI=I=T ~IIPI=RINTI=NnI=NT 'nil TI=I CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date ro <? /1 i /0:3 Time <r .' "3 0 Received by J Location of Work to be inspected ~ I & J- I Name of person requesting inspection () tP ( , 8- Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final ~ r- icJ po r.p~v1 1- Phone No. cr I YJ.- crJQ""3) Permit No. J./ /.:; IJ- Sewer Excav. Other lYJ SuJCL-hO If INSPECTION NOTES. Inspected: Date ~~D~ Time"JLc h By Remarks: #:fi2 RESTORATION REQUIRED . . . . .. YES NO , SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) l. BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY DateRec 3- 2D-oS' Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 Penmt # Date Approved Date Issued ApplIcant or Agent: ~'Doo~JJtS ~ Q.& tJ + Phone:~b() - 4 b,,;l -~ l 9 6' Owner: ~E~SC ~IJ~ . Phone: "i:U5 -Lfc'6-0b '(Ii' Address: 7' / g )/ ~ f/ t; ~ tltUrL City: ~4-h LJQ. Zip: 9 P Ll 71 ArchItectJEngineere#::::fJ tJ EtJ-I f-l V:lty ES 1J.icJ-l,+G<:!:t ;j:tJ <:.....Phone=--~f.,() - {; ~ 3 - 5 8' '17 ~ :, ""PA1<.e-N S B 9 '86 l(toJ 5 L1 J I )ao.. Contractorr I ......6" uJ+ "t-SCJlJ 12m tiers State Licehs"e #: Exp: -} 5-0-, Phone:..., ~;;).- c2 flU Address,-21~ Lues T l <; -I:!!- . I Clty~ rR./ {)/J'ldES ZIp: '1 '83 (, '.:L-.. PROJECT ADDRESS: to I b So l..... ~r~ ZONING: LEGAL DESCRIPTION: Lot: oL Block: c..: SubdiVISlOn:Clj{t:<s;fhft.llt-jJ ?k t- 0" .CLALLAM COUNTY PARCEL NUMBER:, 'Cr~ "30 I / - '-- c:; t.j 0 00 ".. . . n _ f . .-;. ...... '. '. ,. ~.o' ""'~CreditCardHolderName:. ., <\~~~"~l'.~ h't." "', " ,....".,,~jil.~ngf'\ddress:.a15 kJe-sr ...5 f'j/. ,;,~H , City:_p:,~-t AJJqb-LF--:-S . 'L':: : :" Credit CardType'VISA MC . . I .f!'. ,.' .'; , . " ;.' t-' , t: ~xp. Date: . ..'.,. TYPEOFWORK:""'" '. . '~'''':'-,';'''--- .,.J,";';": SIZENAI;UATION:.........._.......~ ......,-. 'b"t .: . ',:~ ~.R~~~~t:ntial V!'l'~,*,gRP~!I) A~!:"~e,:~9QL ~~_.' ..9: StP~.y... '~.' I ~ ~ ~ S,:;\@ $ .,: } .?,(~ : IS1:. .=~$:. \5 ~,I :2. ~ f/, o. ': ; '" D., MultJ~fannly 0 . Addition ;. ,0, Move: .; ~ 0 .Garage ~ >, _,if) 4'Q SF '@ $" ,~. G ISF. = $' " /9",. '-I q 0, .0'7> .. .-,'....,. E1' C:;ommercIal, 00, Remodel ''''. .:E}...Demdlrt~on'..',:~E1 'Deck;:-" ':'-. 1: - "t<..:., '. SF."@'$'-ri".k-f')",-i:-/SF:='$ . 4 '.' ." ,;. ,-.",," ".',.,,, . ._~:- ~,..'"" ;. " . " ",,. O_J~~~~!r ... ~,. . l~~..~.I~,;_:'~ _'._~..:~.~ ~thr.< , ,,: _.' ,-:1?~~~ Y,~Y:~1'J9N ,'... f. ,$ , > 15;, '10 ~.:;.q6. ~.'~': : . B~~~ DJj:SC~PTIeN'O:f ~E:PR(i)JE~T: ,--'S., 1-://1'1;.1 P-'l "\ !AJ4:.IVI'i1/,tl:! {:.7!.lIJVfLLI IV? '. . " .... i '''-: ~_, " ......... .;"EJe~'c.+i'~c.. . Fiii b\~fi.='~ --' '"', .- "'W_L ,..".;".... ..~. .. ", .. , .. , "'-' -p .. , .. -: .. ,-- " ,. -.. , ' ...~..: COMMERCIAL/RESIDENTiAi:' 'O~'~up'~-~cy"G~~~p;'" Occupant Load ' . ..:-;~": :CO~~~h~~'Twe: tDoocL FR~JU ~ No. of Stories' L Lot SlZe:8, 75' 51.Ft. EXlstmg Sq, Ft. & Proposed Sq. Ft ;;{ /63 ytft"TOTAL Sq Ft02 /0 :; Stj, Fl. ExistIng lot coverage _ % & Proposed lot coverage ~% = Total lot coverage o:lL( % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist requrred? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building DIvision can provIde you WIth mformatIon on the apphcatIOn and plan subnnttal requirements If you have questIOns. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the apphcant. This figure WIll be revIewed and may be revIsed by the Buildmg DiVISIon to comply WIth current fee schedules Contact the Permit Coordinator at 417 -4815 for aSSIstance. PLAN CHECK FEE: IF a plan check fee IS due It must be subnntted at the tune the buIlding perrmt application and construction plans are subnntted. All other permit fees are due at the tune of permit Issuance. EXPIRATION OF PLAN REVIEW: Ifno perrmt IS Issued withm 180 days of the date ofapphcation, the application will expire. The Building OffiCial can extend the time for action by the applicant up to 180 days upon wrItten request by the applIcant (see SectIOn 107.4 of the Umform 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 s e to be true and correct. I am authorized to apply for this permit and understand that it IS my responsibility to determine what permits are reqUIred, t the City' , and that m st obtam such permits pnor to work s --UJ --z; 3 T \FORMS\APPS\BUlldmgpenmt wpd It. N () VJ I C; -- ----- ---- - -- -- ---- ----- ~--- & ASSOCIATES CML ENGINEERING LAND SURVEYING April 29, 2003 519 South Peabody Street, Suite 22 Port Angeles,Washmgton 98362 (360) 417-0501 Fax (360) 417-0514 E-matl' zenoYlc@olympus,net INCORPORATED Mr. Brad Collins, Director City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Single family Residence Located at 616 South Liberty Street, Port Angeles, Washington - Second Plan Review Dear Mr. Collins: I have examined the revised plans and structural calculations for the proposed single family residence to be located at 616 South Liberty Street, in Port Angeles for the following: 1997 Uniform Building Code Current Washington State Ventilation and Indoor Air Quality Code Washington State Energy Code The set of plans reviewed by this office and marked in red are in substantial conformance with the above and unless there are outstanding items for which I have not reviewed the plans (Zoning, Parking, Grading, Drainage or Electrical Permits), I recommend that a permit be issued for the structure. Plans have been marked in red for conformance with the following: Braced wall line and wall requirements of U.B.C. 2320.11.3. Ventilation requirements of the WSVIAQC Section 303.4. Positive connection for post/footing and post/beam connections, as directed by Architect Revised shear walls and drag struts, as directed by Architect Please call me if you have any further questions on this matter. Sincerely, .; ~~'P.~ Fe: IN 03098 , E. N 01 VIi G --- --------------------------- & ASSOCIATES CML ENGINEERING LAND SURVEYING INCORPORATED 519 South Peabody Street, SuIte 22 Port Angeles,Washmgton 98362 (360) 417-0501 Fax (360) 417-0514 E-maIl: zenovlC@olympus net March 23, 2003 Mr. Brad Collins, Director City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Single family Residence Located at 616 South Liberty Street, Port Angeles, Washington Dear Mr. Collins: I have examined the plans for the proposed single family residence to be located at 616 South Liberty Street, in Port Angeles for the following: 1997 Uniform Building Code Current Washington State Ventilation and Indoor Air Quality Code Washington State Energy Code Based on the attached comments, revised plans and structural calculations should be provided for review prior to issuance of a building permit for the proposed structure. Please call me if you have any further questions on this matter. SinCere~y, ~-" . .--- - --- < '-. Tracy Gudgel, P.E. Fc: IN 03049 ~ j SINGLE FAMILY RESIDENCE FOR DOUGLAS PARENT 616 SOUTH LIBERTY STREET, PORT ANGELES, WA FIRST PLANCHECK - APRIL 6, 2003 1. Please clarify where the typical header size is called out on the plans. Sheet S1.3 calls typical header but cannot find where plans call out the size. 2. The braced wall line at the side of bedrooms 2 and 3, porch, and garage does not conform to U8C Section 2320.11.3 because the panels in the braced wall line offset more than 4 feet. Please provide lateral calculations and revised plans as necessary to conform. 3. Please clarify connection of posts to the foundation at the porch. 4. Provide positive connection between wood pony wall and concrete footing shown on Detail 1 , Sheet S1.3 5. Please clarify how beams 84 and 85 are supported. Please call out hangers if beams 86 and 87 support them. 6. Provide ventilation in bathrooms to comply with Washington State Ventilation and Indoor Air Quality Code Section 303.1.1. LUU1 EDITION ( TABLE 6-1 PRESCRIPTIVE REQUIREMENTSo,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazing Glazin< U-F actor Wall Wall- Wall- SIab6 Option Area 10: Door 9 Ceihng2 Vaulted Above int4 ext4 Floor5 on I % of Floor Vertical Overhead 11 U-Factor Ceiling3 Grade 12 Below Below Grade Grade Grade / k:- TI%.. 0.35 058 0.20 R-38 R-30 RI5 R-15 R-lO R-30 R-I0 n.* ~ ----I"5%~ 0.40 0.58 020 R-38 R-30 R-21 R-21 R-lO R-30 R-lO III. UnlImited }"40 0.58 0.20 R-38 R-30 R-21 R-21 R-lO R-30 R-IO Group R-3 Occupancy Onlv ... Reference Case O. No R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Mmimum requirements for each option listed For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-l 0, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. ( 5. Floors over crawl spaces or exposed to ambient air conditions. \ 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum ofR-5 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table IO-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. II. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5 12. Log and solid timber walls with a minimum average thickness of 3 .5" are exempt from this insulation requirement. Effective 7/01/02 riuu LL./ / 33 ... 7! \}~ r~l~ ~ ,::! ~ :J 77}+ S"fRE ~I .'V Jll "__ ___ . __. _ _ ,1' 7.! . '.__ ___.. . .-__ _ t - ..----- e --- ...-:----.-:-,:~-- .--- ------i ---- (. 1- I~ __ 7G'7~~____t~____~ 1\)\ - ,_._--~, - IJ -~~~ .. l ! , -1 ~ '- l^ P' ~ ~ ~ ! I ---1 , I I -~ I 1"J. ~"'?'!' ~ \ \ 1 \ ~ ~ -1 ~_ ~ \) - '\ ~ jt ~~ 'J\ ~~~~ Z ~ ~~~~* ...., .:... ~""'"\-\ ~~ ~~~~ ....... x ~ ! ; I I , ? -~ "- \1' '- '\Q \J\ ----- I I I I ! I I I I I t , I , , ! ! I I ; ! , ! I I I I I ! I I (O(b S l' D ?Ia ~ Ll\ber~ ilteG k \. L -e '^- a t.(\ Q.. .' 3-C)I-03 ~ r . ~l ~ \ lJJ Lj'- B-05 l)e:t.u:.\II. e.d -r-..o "'^ 'I 0-"'- €.. II · e. . . ~.e.t.u."'-"'--ed -to 6W V\Q. k,v- (otred;oo.t.- 4-11-63 2'd .. -Ret\if\-\fO to 2-e."'-ov~<:" '1- 28-&3 k:'~' ,:.;; :., '< , : '~.,;:::':,,<~;: ,:>~-~' ,'-""~'>"::!:/~';"'~":',: :~::;,:(:,.:.,';i' :";';,<:, '::';:"120 'Wo.S It'Sf S -",:," ,~~" - ., , , f ,;. ~~ _ '", 'r"\')'."'.:.j>'-:-"\'~~:"~""';;:'~:;':"":;'JJ,~}<~"'l;.h,;; ."~.,,~" r'l,?,:'. <~ ..~fi',t~:,". '. ,', ;"'" .e ..". .;r "tt:l~1:;~'i~~st Offi~ ~ox 322 ,',''- "::, '.:--.:: :'" ~5: ;.0) ~.,:,~:~':::::,: /.-: ~Y.:J;',,)'{,~+:: I'(Y.!!;,.V: '-,:"SeqUim"WA'98382:ibaysarch@'aly'm"'p'usn'et" ._, ,"'."..,"""" '''".~'r-~f .....,....)'...........<-:~t:,t.\n.\~. .~~.~'.~~..:~..~.:~.,~.:'. ;.... ) ,. :",r Kenneth Hays Architect, inc. architecture planning Voice:360.683.5877/ Fax:360.683.5' 904 [ffi [E ~ [E ~ \VI [E ~ APR 2 5 2003 April 18, 2003 CITY OF PORT ANGELES Dept. of Community Development Mr. Brad Collins, Director City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, W A 98362 Mr. Collins: This is regarding the comments by Zenovic and Associates dated April 6, 2003 for the Single Family Residence for Douglas Parent at 616 South Liberty Street, Port Angeles, W A. The following are the corrections or clarifications. 1) The typical header size is located on Sheet S 1,0 (General Structural Notes and Schedules) in the second to last paragraph in the third column, in italics. "(2) 2x 1 0 headers shall be provided over all openings unless otherwise noted on drawings." 2) The braced wall lines have been revised see attached structural calculations and revised sheet A 1.1 3) The connection of the posts to the foundation at the porch - use CBQ44-SDS2 post bases 4) Positive connection between the pony wall and concrete footing in DetailIlS 1.3 -- see revised detail attached 5) Beams B4 and B5 are supported by Beams B6 and B7 - the hangers are called out on Sheet S 1.0 (General Structural Notes and Schedules) in the Beam and Header Schedule as HUS28-2 hangers in the B6 and 87 hanger call-outs. 6) Bathroom ventilation - See revised Sheet Al.1 Thank you for your assistance. Respectfully; m~~ Mark King Kenneth Hays Architect ~ % ~ 1: s::! . ~ Z 1: .. . 12P MIN. (1)~~I~,: DETAIL Tl'P. FLOOR GONST. JOl5T BLoe.KINe 2><4016"o/c. PONY WALL w/PT 51LL PL T V.VB. (2) #4 BAR e.ONT. CONT. CONe.. FTG .;;i ~~~ · ,'.~: .'':~~,!;~;Y:L~,'k,~'f.:;-~;>},-; ~l.~~.i- c,;,;~;,;k:,;('.'; .';,;- . . .' . ~ "E"l\. Tr A i;{ f.~I,A--.. ~. '. ','" .,,' ..."., , '.. "; ~"...., . .,~\'~ ' .. .-.-,,' .".,. " " _ . , . -1t~ /'t '~'~~~\l,.::)',t~ ~~;~~, - ~~ -..~ ,- March 23, 2003 . .:' . qVIL ENGINEERING ::_';::-/~' " ~1) SURVEYING 519 South Peabody Street. Suite 22 Port Angeles. Washington 98362 (360) 417-050 I Fax (360) 417-0514 E-mail zenoviC@olympus.net & ASSOCIATES INCORPORATED Mr. Brad Collins, Director City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Single family Residence Located at 616 South Liberty Street, Port Angeles, Washington Dear Mr. Collins: I have examined the plans for the proposed single family residence to be located at 616 South Liberty Street, in Port Angeles for the following: 1997 Uniform Building Code Current Washington State Ventilation and Indoor Air Quality Code Washington State Energy Code Based on the attached comments, revised plans and structural calculations should be provided for review prior to issuance of a building permit for the proposed structure. Please call me if you have any further questions on this matter. SinCer~eYI ~g;- Tracy Gudgel, P.E. Fc: IN 03049 -- ".. i SINGLE FAMILY RESIDENCE FOR DOUGLAS PARENT 616 SOUTH LIBERTY STREET, PORT ANGELES, WA FIRST PLANCHECK - APRIL 6, 2003 1. Please clarify where the typical header size is called out on the plans. Sheet S1.3 calls typical header but cannot find where plans call out the size. 2. The braced wall line at the side of bedrooms 2 and 3. porch, and garage does not conform to UBC Section 2320.11.3 because the panels in the braced wall line offset more than 4 feet. Please provide lateral calculations and revised plans as necessary to conform. 3. Please clarify connection of posts to the foundation at the porch. 4. Provide positive connection between wood pony wall and concrete footing shown on Detail 1. Sheet S 1.3 5. Please clarify how beams B4 and B5 are supported. Please call out hangers if beams 86 and B7 support them. 6. Provide ventilation in bathrooms to comply with Washington State Ventilation and Indoor Air Quality Code Section 303.1.1. 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I. __ .. . , L ~ hA'k I Sf/LV . ~_~c:,'11 ____~~u-_;. -.--- -'"----t-~-_. --.- ..-. --~--i --,' -T 'OL:~' 133-0" ribs' : ~~ -;.-: it I'~' tb}'-- . I - i - --'i' 'j-', , I . , ,. I i r- - - I -1 u--1 , , i -~-_. ~ - - i I I -. T " @ WoodYY.9!k?@ COMPANY PROJECT '"_ I. """.,." "0 . '" u.....n". Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type Dlstribution Magnitude Start End 110.0 138.0 Locatlon [ft] Pattern Start End Load? No No Loadl Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : ~"",:,': ::-'~-:~:~~';--:":;:, ,,:,',-,- ~::', ,"",:::,:" ---'''':',~ ',., l':"~' _,~;"'_;';",';"":;W~:"""::" ',:;:: ,,':,'" .u..> .~'^;' :,,~. .:,';.:; : .::: "::',': . n, ',>, : ;.:::,,~:: : .:: ~:' :.~ ., :c c" ~.~, ,--.- -.,.,,-'.',' .'..,': ""i 0' 16'-3" Dead 957 957 Llve 1121 1121 Total 2078 2078 Bearlng: Lenqth 1.0 1.0 Glulam-Simple, VG West.DF, 24F-V4, 3-1/8x10-1/2" Self Weight of 7 79 plf automatically Included In loads, Lateral support top= full, bottom= at supports, Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NDS-1997: ( stress=psi, and in ) Crlterlon AnalYSls Value Deslqn Value Analysls/Deslqn Shear fv @d - 85 Fv' - 218 fv /Fv' - 0.39 Bendlng(+) fb ; 1764 Fb' ; 2760 fb/Fb' ; 0.64 Llve Defl'n 0.40 ; L/488 0.54 ; L!360 0.74 Total Defl'n 0.91 ; L/2l4 1. 08 ; LIl80 0.84 ADDITIONAL DATA: FACTORS' F CD CM Ct CL CF CV Cfu Cr LC# Fb'+; 2400 1.15 1.00 1. 00 1.000 1. 00 1.000 1. 00 1. 00 2 Fv' ; 190 1.15 1. 00 1. 00 2 Fcp'; 650 1. 00 1. 00 - E' ; 1.8 mllllon 1. 00 1. 00 2 Bendlng(+): LC# 2 ; D+S, M; 8443 lbs-ft Shear : LC# 2 ; D+S, V; 2078, V@d; 1855 lbs Deflectlon: LC# 2 ; D+S EI; 542.63e06 lb-ln2 Total Deflectlon ; 1.50(Dead Load Deflectlon) + Llve Load Deflectlon. (D;dead L;llve S;snow W;wlnd I;lmpact C;constructlon CLd;concentrated) (All LC's are llsted In the Analysls output) DESIGN NOTES: 1 Please venfy that the default deflection limits are appropnate for your application 2 GLULAM The loading coefficient KL used In the calculation of Cv is assumed to be Unity for all cases ThiS IS conservative except where pOint loads occur at 1/3 pOints of a span (NOS Table 5 3 2). 3 GLULAM bxd = actual breadth x actual depth 4 Glulam Beams shall be laterally supported according to the prOVisions of NOS Clause 3 3 3. 5 GLULAM beanng length based on smaller of Fcp(tenslon), Fcp(comp'n) @ WoodYY9L~~" COMPANY PROJECT Mar. 11,200315'3152 HOR_CHK wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type D~stribution Magn~tude Start End 330.0 413.0 Locat~on [ft] Pattern Start End Load? No No Loadl Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 6'-6" Dead 1094 1094 L~ve 1342 1342 Total 2436 2436 Bear~ng: Len th 1.3 1.3 Lumber n-ply, D.Fir-L, No.2, 2x10", 2-Plys Self Weight of 6 59 plf automatically Included In loads, Lateral support top= full, bottom= at supports, Repetitive factor applied where permitted (refer to online help), Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in) Cr~ter~on Anal s~s Value Des~ n Value Shear fv @d - 100 Fv' - 109 Bend~ng(+) fb 1110 Fb' 1138 L~ve Defl'n 0.05 <L/999 0.22 L/360 Total Defl'n 0.12 L/669 0.43 L/180 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.15 1. 00 1.00 1.000 1.10 1.000 1. 00 1. 00 2 Fv' = 95 1.15 1. 00 1. 00 2 Fcp'= 625 1. 00 1.00 E' 1.6 m~ll~on 1. 00 1.00 2 Bend~ng(+): LC# 2 D+S, M 3959 lbs-ft Shear LC# 2 D+S, V 2436, V@d = 1858 lbs Deflect~on: LC# 2 D+S EI= 158.2ge06 lb-~n2/ply Total Deflect~on = 1.50(Dead Load Deflect~on) + L~ve Load Deflect~on. (D=dead L=l~ve S=snow W=wind I=~mpact C=construct~on CLd=concentrated) (All LC's are l~sted ~n the Analys~s output) DESIGN NOTES: 1 Please venfy that the default deflection limits are appropriate for your application 2 Sawn lumber bending members shall be laterally supported according to the provIsions of NOS Clause 4 4 1 3 BUILT-UP BEAMS It is assumed that each ply IS a Single continuous member (that IS, no butt JOints are present) fastened together securely at Intervals not exceeding 4 times the depth and that each ply IS equally top-loaded Where beams are Side-loaded, special fastening details may be required Kenneth Hays Architect, inc. k:r~~ .t.....~,:.'-,.:'.. -< ;:::,.:,. '.. ....-' >. '.... ..:~'f-::'..'..:,:120W,BeIlCSt..Ste.1-RPostOfficeBox322' ~ '. "',,~ ~. r ". . \ _.... -' f'" ~ . .. J .~. "r ~. . J. - . ':~':. '.' ~ . ..:.... ,\": ~",,,,:,,; ":~, "'::'.',',>:"'::"'.' ,;:.;:;...':;:. .t.: ';~ :,' . Sequirn, WA 98382 l1aysarch@olympus.net. .. . .- Voice:360.683.5877 I Fax:360.683.5904 architecture planning PROJECT: TITLE: DATE: DRAWN BY: PAGE SCALE: OF - 'I 1 -- ',-- -. ! Iii I---~-;"-~--'- r-I I --;--- I I i J I ! f ! ' I " ____L__..,_____ +__' --t------l------i--n-__---I--.--;-- -'----1 --,---, --- ~-----j-- ~--- _ L--L 0.,;(1-1-1:it 11 ~ :/)I[.;-p ~~.~ .L---~ i - +--1- :R~~j -~-/-~ :L; ~~- I.n' - +- ' --~- - 1- --1- ' l- __+:-._l.___ :... L__ L ...;_____. --i.. __:. .... - __ __ _.___ 1--- t _ __ _ . _ : I' i ' b t ~ '-; 50 J-b5 .:!: I _--1--...._ __ _ _ ~.__.L_ ___.-'--___-'-_ _ __--'n_.__._ _ _____ .__ ,_ __ __ I Ii: 174- ~ 4 3~ lhd : i:' r----T--r---- ~- '.- i---T-.:---l---~n~---T --,-'- -, --T- r-----t-: ". , +--- ~-- . ,. + -- --1-- -- -1- --, ~ - I" I I I ! : I I I' 'I I I ' I - 1 - 1 t.. - ... -. r ~ 11 __ . j 8 J;. It h it ~_~.._ .. ' ! ' II! , - i --- --.. - 2-:- ;-1';-- ., - -r j-;- . __1___ _4_ -" - -.. - ---Q." --'- -'- - 1 : -- --- - - I --~--r---' . : i : i i - - 1 . -j--- -. - ------1- - -.------, I I 'I I : I ! : : I I -- 1- ---i- ---,-----... - --, - -1-----< I I 1 1 1 I : i :.: ----- -1- - j I! I! I. ! I -i-' ---- -+- -----:-1 , , -'----,--+- ------ --,-j I I '! _1_ - -+ - ---4- -- -- 4 : 5, r 1 1--- I ' !- -1 i -r ":P..L ~- 15 0 L bs .S4- ~ ICO 'b Ib.5 -, )- ---- 1 , .1 I I i - - - r + <:../3 If It r1 :Ii, __Lf_1 ~ f:#-sle ~ J '-I r~O f/ C./ / di i-/):.Q ::.... C-j ~ Lj II "- - I - I. --- . "l) i- 7' I ( 0 L-t:? ~ ~t ::;. "8- [b5. S 7 f) .p @. /3f1.(!I) -c;~ _ _~I CS) &- '7 7 f. foP ~ ~ )~ II ~/t!..~) /O{/! :/Vlt I f" ~ C'?) I.~ A J},~ _ _ _.1__ --.;._ _ t 4__-1 - -'.- t- -- '_8rt 11 ~ /,:- ~-1- I . I : ..R ~ :--Zr ~ D ft fVT JJH-# ;;/~I r- J' l-jl PIv-r LO/t.O DL ~ 8'?- 51.-- -;,'._i& ~ r Of @ Wood~9L~2'" COMPANY PROJECT Mar 11, 2003 1536.37 BM#1.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, psf, or plf) Load Type D1.stn.but1.on Magnitude Start End 350.0 438.0 Locat1.on [ft] Pattern Start End Load? No No Load1 Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 6'-4" Dead 1122 1122 L1.ve 1387 1387 Total 2509 2509 Bear1.ng: Len th 1.2 1.2 Glulam-Simple, VG West.DF, 24F-V4, 3-1/8x6" Self Weight of 4 45 plf automatically Included In loads, Lateral support. top= full, bottom= at supports, Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: ( stress=psi, and in ) Cr1.ter1.on Anal S1.S Value Desi n Value Shear fv @d - 169 Fv' - 218 Bend1.ng(+) fb 2543 Fb' 2760 L1.ve Defl'n 0.16 L/485 0.21 L/360 Total Defl'n 0.35 L/2l9 0.42 L/180 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1.00 1. 00 1.000 1. 00 1.000 1. 00 1. 00 2 Fv' = 190 1.15 1.00 1. 00 2 Fcp'= 650 1. 00 1. 00 E' 1.8 m1.ll1.on 1. 00 1. 00 2 Bendlng(+): LC# 2 D+S, M 3973 lbs-ft Shear LC# 2 D+S, V 2509, V@d = 2113 lbs Deflectlon: LC# 2 D+S EI= 101.25e06 lb-1.n2 Total Deflectlon = 1.50(Dead Load Deflect1.on) + L1.ve Load Deflect1.on. (D=dead L=l1.ve S=snow W=wlnd I=lmpact C=constructlon CLd=concentrated) (All LC's are l1.sted l.n the Analys1.s output) DESIGN NOTES: 1 Please venfy that the default deflection limits are appropnate for your application 2 GLULAM The loading coefficient KL used In the calculation of Cv IS assumed to be unity for all cases ThiS IS conservative except where pOint loads occur at 1/3 pOints of a span (NOS Table 5 3 2). 3 GLULAM bxd = actual breadth x actual depth 4 Glulam Beams shall be laterally supported according to the proVISions of NDS Clause 3 3.3 5 GLULAM beanng length based on smaller of Fcp(tension), Fcp(comp'n) @ WoodYY9l~2" COMPANY PROJECT Mar. 11,200316:0218 BM#2.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type DJ.stn.butJ.on MagnJ.tude Start End 150.0 188.0 LocatJ.on [ft] Pattern Start End Load? No No Load1 Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 10'-3" Dead 808 808 LJ.ve 963 963 Total 1772 1772 BearJ.ng: Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7 69 plf automatically Included In loads, Lateral support. top= full, bottom= at supports, Load combinations. ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in ) CrJ.terJ.on Anal SJ.S Value DesJ. n Value Shear fv @d - 70 Fv' - 109 BendJ.ng(+) fb 1092 Fb' 1242 Llve Defl'n 0.13 L/972 0.34 L/360 Total Defl'n 0.29 L/430 0.68 L/180 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCi Fb'+; 900 1.15 1.00 1. 00 1. 000 1.20 1.000 1. 00 1. 00 2 Fv' ; 95 1.15 1.00 1. 00 2 Fcp'; 625 1.00 1. 00 E' 1.6 mJ.IIJ.on 1.00 1.00 2 Bendlng(+): LCi 2 D+S, M 4540 Ibs-ft Shear LCi 2 D+S, V 1772, V@d; 1505 Ibs Deflectlon: LC# 2 D+S EI; 369.34e06 Ib-ln2 Total DeflectJ.on = 1.50(Dead Load Deflectlon) + LJ.ve Load Deflectlon. (D;dead L=lJ.ve S;snow W=wlnd I;lmpact C;constructJ.on CLd;concentrated) (All LC's are IJ.sted J.n the Analysls output) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application 2 Sawn lumber bending members shall be laterally supported according to the prOVIsions of NOS Clause 4 4.1 @ Wood~9l~2@ COMPANY PROJECT Mar. 11, 2003 16.0747 BM#4_5.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type Dl.strl.butl.on Magnl.tude Start End 110.0 138.0 Locatl.on [ft] Pattern Start End Load? No No Loadl Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : <<... 4>-~ <</ ;><"'~ ,~,.. F ~:r:::);iW',..<i'~"~ , , "f 'yl~;I\t"^<<<. "",,,,~~;j ~ i'I-:~"''1:<<''''''A4v~''';;:;'-" ." , ~ ~ v~ / ',;-' ,'>'$>....,,, ... ~ . M^' <~ ~<t~.-4. A.....> < -.-., ""~>>'1'^ '.:.... ~'>"*t,>"<~~,y"";;:~ ;<..'~.. ""',~ "" /~.- ~y'1' iAlJ.:< ~ >, y,.., <,V""", 7.~' ';:YA,< ~-'v""/"'4....~~ ~J" A, "- l1< < ./J-'"t"~,v ><>""''''',,, v 0' Dead Ll.ve Total Bearl.ng: Len th 817 966 1783 14' 817 6 1783 1.0 1.0 Glulam-Simple, VG West.DF, 24F-V4, 3-1/8x9" Self Weight of 6.68 plf automatically Included in loads, Lateral support: top= full, bottom= at supports, Load combinations ICBO-USC, SECTION vs. DESIGN CODE NOS-1997: ( stress=psi, and in ) Crl.terl.on Anal Sl.S Value Desl. n Value Shear fv @d - 85 Fv' - 218 Bendl.ng(+) fb = 1775 Fb' 2760 Ll.ve Defl'n 0-:35'[= L/481 0.47 L/360 Tot:al Oefl'n (0.79,= L/212 0.93 L/180 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1.00 1. 00 1. 000 1.00 1. 000 1.00 1. 00 2 Fv' = 190 1.15 1. 00 1.00 2 Fcp'= 650 1. 00 1. 00 E' 1.8 rnl.lll.on 1. 00 1.00 2 Bendl.ng(+): LC# 2 O+S, M 6240 lbs-ft Shear LC# 2 O+S, V 1783, V@d = 1592 lbs Oeflectl.on: LC# 2 O+S EI= 341.71e06 lb-l.n2 Total Oeflectl.on = 1.50(Dead Load Deflectl.on) + Ll.ve Load Deflectl.on. (O=dead L=ll.ve S=snow W=wl.nd I=l.rnpact C=constructl.on CLd=concentrated) (All LC's are ll.sted l.n the Analysl.s output) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application 2 GLULAM The loading coeffiCient KL used in the calculation of Cv IS assumed to be unity for all cases. This IS conservative except where pOint loads occur at 1/3 pOints of a span (NOS Table 532) 3 GLULAM bxd = actual breadth x actual depth 4 Glulam Seams shall be laterally supported according to the provIsions of NOS Clause 3 3 3 5 GLULAM bearing length based on smaller of Fcp(tenslon), Fcp(comp'n) @ Wood~g!Js.?@ COMPANY PROJECT Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type D~str~but~on Magn~tude Locat~on [ft] Pattern Start End Start End Load? Load3 Snow Po~nt 966 4.00 No Load2 L~ve Po~nt 817 4.00 No 0' 3' Dead 6 12 L~ve 2377 Uphft 588 Total 6 2389 Bear~ng: Len th 1.0 1.2 4' 0.0 Glulam-Simple, VG West.DF, 24F-V4, 3-1/8x6" Self Weight of 4 45 plf automatically Included in loads, Lateral support top= full, bottom= at supports, Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in) Cr~ter~on Shear Bend~ng(+) Bend~ng(-) Def1ect~on: Inter~or L~ve Total Cant~l. L~ve Total Anal s~s Value fv @d 143 fb 3 fb 1143 Des~ n Fv' Fb' Fb' Value 218 2160 1380 fA 7/~- J / Is f'f \(.C-! TO nA I( I-f 0t4 /5 0.02 <L/999 0.02 <L/999 0.04 L/295 0.04 L/296 0.10 0.20 0.07 0.13 L/360 L/180 L/180 L/90 0.17 0.09 0.61 0.30 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 0.90 1.00 1. 00 1.000 1. 00 1.000 1. 00 1. 00 1 Fb' -= 1200 1. 15 1. 00 1. 00 1.000 1. 00 1. 000 1. 00 1. 00 3 Fv' = 190 1.15 1. 00 1.00 3 Fcp'= 650 1. 00 1. 00 E' 1.8 m~ll~on 1. 00 1. 00 3 Bend~ng(+): LC# 1 D only, M 4 lbs-ft Bend~ng(-): LC# 3 L+S, M = 1785 lbs-ft Shear LC# 3 L+S, V = 1787, V@d = 1785 lbs Deflect~on: LC# 3 L+S EI= 101.25e06 lb-~n2 Total Deflect~on = 1.50(Dead Load Deflect~on) + L~ve Load Deflect~on. (D=dead L=l~ve S=snow W=w~nd I=~mpact C=construct~on CLd=concentrated) (All LC's are l~sted in the Analys~s output) DESIGN NOTES: 1 Please venfy that the default deflection limits are appropnate for your application 2 GLULAM The loading coefficient KL used in the calculation of Cv IS assumed to be Unity for all cases. This IS conservative except where pOint loads occur at 1/3 pOints of a span (NOS Table 5 3 2). 3 Grades with equal bending capacity In the top and bottom edges of the beam cross-section are recommended for continuous beams 4 GLULAM bxd = actual breadth x actual depth. 5 Glulam Beams shall be laterally supported according to the provIsions of NOS Clause 3 3 3 6 GLULAM beanng length based on smaller of Fcp(tenslon), Fcp(comp'n) . k:'~' .- :.::.:",. \~_...:- . - .,' ;: ....;. ~. :-'c.Q. .: '>,;1 ~,;:':,"." >.. ._" 120 W. .Bell. St.:Ste.1-R Post Office BOx 322- ,,, , ~. ~. -~, ,... ' .. '" ~,. ' j ~ - . .>::....7-'. ':';"-:'...' _ ....~.... :-/'-.,".:. . c _ .' '. . :Sequim;WA98~8.2'.naysarch@oiympus"net Kenneth Hays Architect, inc. architecture planning Voice:360.683.5877/ Fax:360.683.5904 PROJECT. TITLE: DATE: PAGE _ OF DRAWN BY: SCALE: ~---,---~ Ii, - "'--r-r-:-~--~-.--i -;.-- r-h ~ --~ - j- ---- -,. ---1-+---':'. -. . -.: -j " u_ --; -- ! -- _ ~ ! -- L... .:- -" ! " I , . I : . J' ~-- +---- ! _.__1___ i_ I . -- -! --.1 _ -' ';_ !.____ 1____: ; '___ __ _ '. ___ i __~ _ . J It, t I I ! 1 : -!Tl'-~~ l_~~~~~ -- ~--__~! -n-r ~--- - d__~' _~; j -- ,. . ,j; '8~~((pI;! i 1 -- -i- .1 __+_ ~_ I I 1 I I : n'T--- i __u -1-- -.-- -- _ __. / / ~_ ~__ ~ =1:-- I : 'I . j, j ~-r----- --"--ri--,---r--,- - '---;---.. r-~ ~li]:Tki5l[ kltrl~117.f fA I: U . -=-; U . : '"- I -:-......~! I ! ' J ! ,; , I I' I! I ' : I " i-- --1----.- ----- -. -:- __1-____ -~----j-------_~ ______:_ 1_____ --_ :.--1--- ~ n .~ -- -.: . -iLf~~ ~ .-?-L:!.:-=9 -~L- n -r- - . . I' : I~ I '),.-J , I' '! l. L- "':--- L.L---". I !.-n----- :- - [-1'7 ~ -f ~~"----I --- ---. - - ;-t~- - - ~ -r-t---ri- ---i-r- ,- ; _ _ ; -_! -- .1- -- -; _ -- ,- _h !- _ ___1 , 1-- . -I f/il'.!:! I J\ i, ~ , i ' : ,D /J.. ~ '0 D : 1- __ _I __ __. ... ..L _ .______n __0____.___ 0 1 : ! :su '='100' '-- --;- ---;- - --, .---, .--.----- --- -' - - .1- . i 1 . I . '--r7rj(T ~~~L-' u_ i) : '8-; -- ...-,------f.---- '-- --I , : D L --;. l.0' ,--,--- .- , . ,~l- -;;.- ~ " I.. -- ....- ---~- 1 o P J/1 __Ii! 0{5 ,/ /b __.;Q_~. ~_ 0.40 ;7h-_ ~ 860 i 1 ~- , -, .U-11i L .e;:::- ~':J ~_-O_~~: Pit- /.. T I (t.L Q - .J~. ~ _-: __~_ () . i-k_5. 7 (" '::- .7- ~ L-w5 .1 pitt 7 / /~\- L- !{.p'':- L- '-/ I , o...L _: Lj O__.I--':?.s . __ _, _ __ 7...{..: ~ L-~ L ~ 5 /6/; -- P)/l . F~o;\A D L-: ~ ~- / L. . -;.. ..y- uT#3 t-r pt. / F.'; 10/10 I &-/.....v'i:../2 /-of... () r - @ WOOd~9.L~?@ COMPANY PROJECT Mar 11, 2003 16.28'31 GT#1 wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type Distn.butJ.on MagnJ.tude LocatJ.on [ft] Pattern Start End Start End Load? Load1 Dead Full UDL 20.0 No Load2 Snow Full UDL 25.0 No Load3 Snow PartJ.a1 UDL 80.0 80.0 8.00 16.00 No Load4 Snow PartJ.a1 UDL 100.0 100.0 8.00 16.00 No LoadS Dead PartJ.a1 UDL 20.0 20.0 0.00 8.00 No Load6 Snow PartJ.al UDL 25.0 25.0 0.00 8.00 No Load7 Dead PartJ.al UDL 20.0 20.0 16.00 24.00 No Load8 Snow PartJ.al UDL 25.0 25.0 16.00 24.00 No Load9 Dead POJ.nt 640 8.00 No LoadO Dead POJ.nt 640 16.00 No Loall Snow POJ.nt 800 16.00 No Loa12 Snow POJ.nt 800 8.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 1 r 0' 24' Dead 1259 1259 LJ.ve 2020 2020 Total 3279 3279 BearJ.ng: Lenqth 1.0 1.0 Glulam-Simple, VG West.DF, 24F-V4, S-1/8x1S" Self Weight of 18 26 plf automatically Included In loads, Lateral support top= full, bottom= at supports; Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NDS-1997: (stress=psi, and in ) CrJ.terJ.on Analysis Value DesJ.qn Value AnalvsJ.s/DesJ.on Shear fv @d - 61 Fv' - 218 fv/Fv' - 0.28 BendJ.ng(+) fb = 1543 Fb' = 2663 fb/Fb' = 0.58 LJ.ve Def1'n 0.63 = L/456 0.80 = L/360 0.79 Total Defl'n 1.15 = L/249 1. 60 = L/180 0.72 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1. 00 1. 00 1. 000 1. 00 0.965 1. 00 1. 00 2 Fv' = 190 1.15 1. 00 1. 00 2 Fcp'= 650 1. 00 1. 00 - E' = 1.8 mJ.11J.on 1. 00 1. 00 2 BendJ.ng (+) : LC# 2 = D+S, M = 24715 1bs-ft Shear : LC# 2 = D+S, V = 3279, V@d = 3144 lbs DeflectJ.on: LC# 2 = D+S EI=2594.4ge06 Ib-J.n2 Total Def1ectJ.on = 1.50(Dead Load DeflectJ.on) + LJ.ve Load DeflectJ.on. (D=dead L=IJ.ve S=snow W=wJ.nd I=J.mpact C=construction CLd=concentrated) (All LC's are IJ.sted J.n the AnalysJ.s output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2 GLULAM The loading coefficient KL used in the calculation ot Cv IS assumed to be unity for all cases ThiS IS conservative except where POint loads occur at 1/3 pOints of a span (NOS Table 5 3 2) 3 GLULAM bxd = actual breadth x actual depth. 4 Glulam Beams shall be laterally supported according to the provIsions of NOS Clause 3 3 3 5 GLULAM bearing length based on smaller of Fcp(tenslon), Fcp(comp'n) @ Wood~9.L~~t COMPANY PROJECT Mar. 11,20031648:32 GT#2 wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type D1.stn.bution Magnitude Locat1.on [ft] Pattern Start End Start End Load? Load1 Dead Partial UDL 60.0 60.0 0.00 16.00 No Load2 Snow Part1.al UDL 75.0 75.0 0.00 16.00 No Load3 Dead Part1.al UDL 40.0 40.0 16.00 24.00 No Load4 Snow Part1.al UDL 50.0 50.0 16.00 24.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 ~-l Dead L1.ve Total Bear1.ng: Lenqth 847 867 1713 24' 740 733 1473 0' 1.0 1.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x10-1/2" Self Weight of 12.78 plf automatically Included In loads; Lateral support top= full, bottom= at supports; Load combinations. ICBO-UBC, SECTION V5. DESIGN CODE NOS-1997: (stress=psi, and in ) Cr1.ter1.on Analvs1.s Value Des1.qn Value Analvs1.s/Des1.qn Shear fv @d - 44 Fv' - 218 fv/Fv' - 0 20 Bend1.ng(+) fb = 1266 Fb' = 2760 fb/Fb' = 0 46 Llve Defl'n 0.58 = L/498 0.80 = L/360 0.72 Total Defl'n 1.43 = L/201 1.60 = L/180 0 89 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1. 00 1.00 1.000 1. 00 1.000 1. 00 1. 00 2 Fv' = 190 1.15 1. 00 1. 00 2 Fep'= 650 1. 00 1. 00 - E' = 1.8 ffi1.111.on 1. 00 1. 00 2 Bend1.ng(+): LC# 2 = D+S, M = 9934 Ibs-ft Shear : LC# 2 = D+S, V = 1713, V@d = 1584 Ibs Deflect1.on: LC# 2 = D+S EI= 889.91e06 Ib-1.n2 Total Defleet1.on = 1.50(Dead Load Deflect1.on) + L1.ve Load Defleet1.on. (D=dead L=l1.ve S=snow W=w1.nd I=1.ffipact C=construct1.on CLd=concentrated) (All LC's are 11.sted l.n the Analysis output) DESIGN NOTES: 1 Please venfy that the default deflection limits are appropnate for your application 2 GLULAM The loading coeffiCient KL used in the calculation of Cv IS assumed to be unity for all cases This IS conservative except where pOint loads occur at 1/3 pOints of a span (NOS Table 532). 3 GLULAM bxd = actual breadth x actual depth 4 Glulam Beams shall be laterally supported according to the provisions of NOS Clause 3 3 3 5 GLULAM beanng length based on smaller of Fcp(tenslon), Fcp(comp'n) Kenneth Hays Architect, inc. ,-,';.' .:,'- '.'_ '<".:'.:.-. '.....:......, . .,<::..... . ~120:'^'.Bel)St:Ste.:1~R Post Office Box 322' " ' ".; _ . .' .' _ : '. . ..' ',.... ~.~ t'" . . . ".' . ." .," .. .... .' ~. : ~,,:' "'. . f',.~ .'.~ .;' ':" :. '. ':', ','..v' '. ';." ," ", :<, '> ~<: ,: SeqUl.m"WA983,82 haysarch@olympus:net. k:'~' Voice:360.683.5877/ Fax:360.683.5904 architecture planning OF DATE: DRAWN BY: PAGE SCALE: PROJECT: TITLE: .--- -- .-----,----.-., , 1 -~~II-,--~.-~-' G_jJt!,~~,'~__ i-..-~-- - - ___.u_... ;'-- -- , !.. I l I I r ~- ~ __ _ , , -:~~'"F- J. Q ,-6 UI '___ __: ~__..~ I ______J _~ :__.;__ I __,__! I . , - -- r - D'L ;~iOt&.;: --j'- e-- ----- -.. -----.. -l--.-'------. -t ..02l- ~2,~o/-? -~- - f: --. l -I. -;. -- . fit f- 1/ A L..- 8; I ..:.- ']'0 / . - __ u, . [ , __ 'OL.-..-;;,~o, ' 't~.: Slr~~.~.~ -- ! .. -..j.. . -- - .. .:- -- +-- ." 1 p ~ f- JJ Jr ~__ 0 ~.~ , , D~ (0 7~ ';; .L~ .-----~-- --~ --- , I I 1- --f- r "; ------ ! _ _ i H-1 - r- _, _ _ i , - - ... - - ---~-------. -!----;---~ -- ,t. . - I : ' --t- ~.. - -1--7-- -- .. -, i 0 Lj ~ . _ _.1 _ l.- . _ : I . . 1: J01 , I - --.... --i~--'-'---_r--. ~-. --i': 0' I , , PVI t2 (;> J -01-/ - -- . -. : D_ 't--- .';, (:, ~~ '7'-I--=-~ t? G- T 2-.l.J ~--- S I f-1 ! /:' /J /f.. l--o.A f)) )./ tr- ~"S t;. T _ f:I I .1. . _~_ ~ )0 I_() " , @ WoodYY9L~~t COMPANY PROJECT Mar 11,2003 16:45.51 GT#3.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type OJ.strJ.butJ.on MagnJ.tude LocatJ.on [ft] Pattern Start End Start End Load? Load1 Dead Full UOL 20.0 No Load2 Snow Full UOL 25.0 Yes Load4 Snow Partial UOL 100.0 100.0 8.00 30.00 Yes Load5 Dead PartJ.a1 UOL 80.0 80.0 8.00 30.00 No Load6 Dead PartJ.al UOL 20.0 20.0 0.00 8.00 No Load7 Snow Partial UOL 25.0 25.0 0.00 8.00 Yes Load8 Snow POJ.nt 800 8.00 Yes Load9 Dead POJ.nt 640 8.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 II1II /.:!" 1 0' 24' 30' Dead 1094 3527 LJ.ve 1174 3850 UplJ. ft 2218 Total 2268 7377 BearJ.ng: Length 1.0 2.2 0.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x13-1/2" Self Weight of 16.43 plf automalically Included In loads, Lateral support top= full, bottom= at supports, Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in ) CrJ.terJ.on AnalvsJ.s Value OesJ.qn Value AnalvsJ.s/DesJ.qn Shear fv @d - 74 Fv' - 218 fv/Fv' - 0.34 BendJ.ng(+) fb = 1135 Fb' = 2757 fb/Fb' = 0.41 BendJ.ng(-) fb = 1279 Fb' = 1373 fb/Fb' = 0.93 LJ.ve Defl'n 0.32 = L/911 0.80 = L/360 0.39 Total Oefl'n 0.74 = L/387 1. 60 = L/180 0.46 ADDITIONAL DATA: FACTORS: F CD eM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1. 00 1.00 1.000 1.00 0.999 1. 00 1. 00 2 Fb' -= 1200 1.15 1. 00 1. 00 0.995 1. 00 1. 000 1. 00 1. 00 2 Fv' = 190 1.15 1. 00 1. 00 2 Fcp'= 650 1. 00 1. 00 - E' = 1.8 ffiJ.llJ.on 1. 00 1. 00 3 BendJ.ng (+) : LC# 2 = O+S, M = 14722 lbs-ft Bendlng(-) : LC# 2 = O+S, M = 16588 lbs-ft Shear : LC# 2 = O+S, V = 3651, V@d = 3416 lbs DeflectJ.on: LC# 3 = D+S (pattern: Ss) EI=1891.38e06 lb-ln2 Total OeflectJ.on = 1.50(Dead Load OeflectJ.on) + LJ.ve Load DeflectJ.on. (O=dead L=live S=snow W=wJ.nd I=impact C=constructJ.on CLd=concentrated) (All LC's are lJ.sted in the AnalysJ.s output) (Load Pattern: s=S/2, X=L+S or L+C, - =no pattern load J.n thJ.s span) DESIGN NOTES: 1 Please verify that the default defteclion limits are appropriate for your application 2 GLULAM The loading coeffiCient KL used In the calculation of Cv IS assumed to be unity for all cases This IS conservalive except where pOint loads occur at 1/3 pOints of a span (NOS Table 5 3 2) 3 Grades With equal bending capacity In the top and bottom edges of the beam cross-section are recommended for continuous beams 4 GLULAM bxd = actual breadth x actual depth 5 Glulam Beams shall be laterally supported according to the prOVISions of NOS Clause 3 3 3 6 GLULAM bearing length based on smaller of Fcp(tenslon), Fcp(comp'n) @ COMPANY PROJECT WoodWorks@ S01TWAllffOIl WOOD DUI(;N , U__ 44 ~~~~ .~.~~.'~ ~~~u..... , Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type Dlstrlbutlon Magnltude Locatlon [ft] Pattern Start End Start End Load? Load1 Dead Full UDL 20.0 No Load2 Snow Full UDL 25.0 No Load3 Snow Partlal UDL 25.0 25.0 0.00 8.00 No Load4 Dead Partial UDL 20.0 20.0 0.00 8.00 No Load5 Dead Partial UDL 20.0 20.0 22.00 30.00 No Load6 Snow Partlal UDL 25.0 25.0 22.00 30.00 No Load7 Dead Partlal UDL 80.0 80.0 8.00 22.00 No Load8 Snow Partlal UDL 100.0 100.0 8.00 22.00 No Load9 Snow POlnt 800 8.00 No LoadO Snow POlnt 800 22 .00 No Loa11 Dead pOlnt 640 22.00 No Loa12 Dead POlnt 640 8.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 I 1 0' 30' Dead 1989 1989 Llve 2075 2075 Total 4064 4064 Bearlng: Lenqth 1.2 1.2 Glulam-Simple, VG West.DF, 24F-V4, 5-1/Sx1S" Self Weight of 21 91 plf automatically Included In loads, Lateral support top= full, bottom= at supports; Load combinations ICBO-UBC. SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in ) Crlterlon Ana1vslS Value DeS1Qn Value Analvsls/DeS1Qn Shear fv @d = 63 Fv' = 218 fv/Fv' = 0.29 Bendlng(+) fb = 1517 Fb' = 2557 fb/Fb' = 0.59 Llve Defl'n 0.66 = L/545 1.00 = L1360 0.66 Total Oefl'n 1. 59 = L/226 2.00 = L/180 0.79 ADDITIONAL DATA: FACTORS: F CO CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1. 00 1. 00 1.000 1.00 0.927 1. 00 1.00 2 Fv' = 190 1.15 1. 00 1. 00 2 Fcp'= 650 1. 00 1.00 - E' = 1.8 mllllon 1. 00 1.00 2 Bendlng (+) : LC# 2 = O+S, M = 34978 lbs-ft Shear : LC# 2 = O+S, V = 4064, V@d = 3896 lbs Oeflectlon: LC# 2 = D+S EI=4483.28e06 lb-ln2 Total Oeflectlon = 1.50(Oead Load Deflectlon) + Llve Load Deflectlon. (O=dead L=live S=snow W=wlnd I=lmpact C=constructlon CLd=concentrated) (All LC's are llsted in the Analysls output) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application 2 GLULAM The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases ThiS IS conservative except where pOint loads occur at 1/3 pOints of a span (NOS Table 5 3 2) 3 GLULAM bxd = actual breadth x actual depth 4 Glulam Beams shall be laterally supported according to the prOVisions of NOS Clause 3 3 3. 5 GLULAM bearing length based on smaller of Fcp(tenslon), Fcp(comp'n) . I " r ., ~ .. @ WoodY.Y9.L~~@ COMPANY PROJECT Mar. 12,20030840'35 OECKBM#8.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, pst, or pit) Load Type D~stribut~on Magnitude Start End 30.0 120.0 Locat~on [ft] Pattern Start End Load? No No Load1 Dead Load2 L~ve Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Dead L~ve Total Bear~ng: Len th 119 395 514 6'-7" 119 395 514 0' 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x8" Self Weight of 6 03 plf automatically Included In loads, Lateral support top= full, bottom= at supports, Load combinations. ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in) Cr~ter~on Anal. s~s Value Des~ n Value Shear fv @d 25 Fv' 95 Bend~ng(+) fb 331 Fb' 1170 L~ve Defl'n 0.03 <L/999 0.22 L/360 Total Defl' n 0.04 <L/999 0.44 L/180 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1. 00 1.00 1. 00 1.000 1. 30 1. 000 1.00 1. 00 2 Fv' = 95 1. 00 1.00 1. 00 2 Fcp'= 625 1.00 1. 00 E' 1.6 m~ll~on 1. 00 1. 00 2 Bend~ng(+): LC# 2 D+L, M 845 lbs-ft Shear LC# 2 D+L, V 514, V@d = 419 lbs Deflect~on: LC# 2 D+L EI= 177.83e06 Ib-~n2 Total Deflect~on = 1.50(Dead Load Deflect~on) + L~ve Load Deflect~on. (D=dead L=l~ve S=snow W=w~nd I=~mpact C=construct~on CLd=concentrated) (All LC's are l~sted ~n the Analys~s output) DESIGN NOTES: 1 Please venfy that the default deflection limits are appropriate for your application 2 Sawn lumber bending members shall be laterally supported according to the provIsions of NOS Clause 4 4.1 , /) ~-~. COMPANY PROJECT WoodWorks@ ~OFTWARf fOll. WOOD DES/(;N Mar 12,200308.3500 OECK_JST wwb Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, psf, or plf) Load Type D~str~but~on Magn~tude Start End 14.0 54.0 Locat~on [ft] Pattern Start End Load? No No Load1 Dead Load2 L~ve Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 6' Dead 48 48 L~ve 162 162 Total 210 210 Bear~ng: Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 2x6" Spaced at 16" dc; Self Weight of 1 96 plf automatically Included In loads, Lateral support top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help), Load combinations ICBO-UBC, SECTION vs. DESIGN CODE NOS-1997: (stress=psi, and in ) Cr~ter~on Anal s~s Value Des~ n Value Shear fv @d - 32 Fv' - 95 Bend~ng(+) fb 500 Fb' 1345 L~ve Defl'n 0.05 <L/999 0.20 L1360 Total Defl'n 0.07 <L/999 0.40 L/180 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+: 900 1. 00 1. 00 1. 00 1.000 1. 30 1. 000 1. 00 1.15 2 Fv' : 95 1. 00 1. 00 1. 00 2 Fcp': 625 1.00 1.00 E' 1.6 m~llion 1. 00 1. 00 2 Bend~ng(+): LC# 2 D+L, M 315 Ibs-ft Shear LC# 2 D+L, V 210, V@d : 178 Ibs Deflect~on: LC# 2 D+L EI: 33.27e06 Ib-~n2 Total Deflect~on : 1.50(Dead Load Deflect~on) + L~ve Load Deflect~on. (D:dead L:I~ve S:snow W:w~nd I=~mpact C:construct~on CLd:concentrated) (All LC's are listed ~n the Analys~s output) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application 2 Sawn lumber bending members shall be laterally supported according to the provISions of NOS Clause 4 4 1 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date J ~D'3. Time Co: D I;) (' ~ Received by to. ~ L ~erson) Location of Work to be inspected lD I V ' L. ~~'./ Name of person requesting inspection ~ v ~ Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. Sewer Foundation Framing Chimne-:::~al Sewer Excav. Other By .f.~ d ;;~ '~ O~ If-:. :r:lji'.-tL 0... ':;2.~.fY" ;' ~'s. \0<.>";- -.. L _ _ vI ~ tA)4-~ ~FA- ~~(2. ~4,m RESTORATION REQUIRED . . . . .. YES NO INSPECTION NOTES: Inspected: Date Remarks: Time 9"'-oo~ L/ ~ ;J.... PI} 1 f JL vJ 16 h-It.- fle~fL, rtl~J.t ?(J Il~f.;." ItJ<.>j? SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt o Repaired by City o Repaired by Permittee o No Damage Found OPCC o Other Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) C::TtU:::I=T C::IIDI=DII\ITl=l\lnI=NT 1n4TI=I " CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date 'f -1'1 ~ 0(, ~ ,.- , -~ Time g A Iv( Received by De..",;, E, (phone. person) Location of Work to be inspected (bib StJ./C'herf" }) , ,c I Name of person requesting inspection .(/e..",s _, Address of person requesting inspection ~r~ "1~,/J. (7 <f-- 6. Phone No. t..j 17- <l8'l/<J I Type of Inspection (circle appropriate one): '" Permit No. ." , Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Oth<:~q.:) INSPECTION NOTES: Inspected: Date </-/<1 - DC:, Time Remarks: 1<<'.. 'a1'reJ, ," I/-c /I1<;'I~ CD~}l(,~S ~~ 1-' .of C-9DO 5 f')v{ b-r-e",,,,- P- tic- . By //enrus C. tV, +1.. Air Z. dreS<;er RESTORA TION REQUIRED. . . . " YES X' NO m '~ tT " <l , N - '-ll , ;k. t" /lI- t ^ '7," .-- 6TL<- C ~ Z" -I- - ~ ----0 ~ - - --..J , ,.;;;;::: "",.. . .l".. "'-'"\"- >"i_ . SURFACE RESTORATION: ( "" '0*'12",. . ,\ SURFACE TYPE: o Unimproved o Gravel o Asphalt 0 PCC . . )?f Other 6:"'l~re+e. o Repaired by City Work Order #.. ,.-----/ o Repaired by Permittee o No Damage Found M:1 COMPLETE 3 D~ If ~ _ ) - 0 INCOMPLETE a: , \\ (Co~tinue on reverse side if necessary) ~. .,.,\~~ STREET SUPFRINT"""'~,,~ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . INSPECTION REPORT. . . . . . . . REQUEST: Date 5 -/ Lf - DCp Time Received by (phone, person) Location of Work to be inspected (; ( b }", Li' be.r ~ Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final Phone No. Permit No. ~ y Sewer Excav. Ot~04.;fer INSPECTION NOTES: Inspected: Date Remarks: .,:( € rV1. 0 J e rl C-Urb Time +Of By 0" M",-,~ re..c:b.., r V RESTORATION REQUIRED . . . . .. YES X NO ~. - f- ~ D\\l - ~ v 'l \, ~ ~o <l\ , ~ ^- V\ - + '-.. E -rL "" 7 - -S,) - ~ 0 \!) SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel o Repaired by City [] Repaired by Permittee o No Damage Found o Asphalt 0 PCC ~ther Lv rh (i 5' ' Work Order # 30~4~ -DOL( Lff COMPLETE ~ o INCOMPLETE W q '1 0(" SL/{7rl (Continue on reverse side if necessary) SIRJ::J::r_CUDr:ru...---.- --'-- :; ELECTRICAL PERMIT APPLICATION FOR OFFICIAL US.E ONL"" ~uKn:: ... Palnil .; [nre ApP,ulo'Cd; ~luuc:oJ: ",-- The Electrical Permit Application must be filled out comDletetv. tiT!! -11 L!bZ- Please type or reprint In Ink. II you have any questions, please call (360. 417-4735 Fax number: (360) 417-4711 ,.\ t-.><'c. f~ 8' [$21-J9'i5b Owner or Elec, Contractor Agent: .JL f~ CA..Eot.'T\t..IL Phone:lJl..C;-Ql,(,-O(,'1 Fax: it 2.<;- ~~ Property Owner: r ~ ~...,v.::;:sTM t:;-r<TS Phone: Address: C-r":'./-l-.-l:-I:r.;:CIl.-'T''1...7 City: r ~ (t.l fn,; C;, bLP<; Electrical Contractor: .JL.. f'r<:-<LC1"/ &2:L ,(l..1l license #: Exp: Address: 1015 ~l:;U P1ILC 'ANnA City: () eUA/v6 I Zip: Phone: Zip: q (((J()L/ INSTALLATION WIRED BY: DOWNER o ELECTRICAL CONTRACTOR Credit Card Ht;llder Name: .J E:::$.S F f~O\)l Billing Address: 107C, ~\V.BU-6 iAN'h-., Credit Card Number: ' J PROJECT ADDRESS: 6;, 1\0 H e, i:;;1L ''-'\ -' ' ~/ TYPE OF WORK: Check all that apply: ~New 0 Alteration/Addition ~Residental 0 Multi-family 0 Commercial 0 Mobile Home " Sq, Ft. o Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 ~p1icP,u!f1PO Low Voltage 0 Telecom, City: C:> L-"LL-t--Ir\C Exp. Date' , Zip: '7 '1W'-! VISA:;<' , MC:_ OSigl'J Number of Circuits added oraltered: l,-, - DESCRIPTION OF THE ELECTRICAL PROJECT:-'---'-~ e-ov(~,,)"-.I I SOIl ~~_ ..- . """ Electrical Heat Load Additions Serviee Information , 0 Baseboard ~. Furnace o Heal Pump o Fan-Wall _KW ~KW _KW _KW o Overhead Service o Temp Service ~ Underground Service Voltage: 2..4 0 V Phase: ~ 1 0 3 Service Size: ~ Feeder Size: ..." '-1" 7 PAMC 14,05,060(B): For industrial, commercial, & residential projects larger than a duplex. a one - line drawing of the Electrical Service & Feeders, building size (sq, fl,), load calculations, and the type & 01 conductors and/or raceway is required and shall accompany the Electrical Permit application, I hereby certify that I have read and examined this application and know that same to be true and correct, and I an authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are reqUjir;ed; it remains the applicants responsibility to determine btain such. 7(1-707 AI- Ole ~ (~. - ~~ -L ~ ~ Credit Card Holder's Signatur . ~ '\ Date: 'r ~ 2..H1'J Date:7"ILi -03 PW-9019 Owner or Elee. Cont., Signatu~-----::::- .---- ~ "...- ----I Clit- C~ 7-ZZ--03 ,$ Q3. 50 . I ELECTRICAL PERMIT APPLICATION FOR OFFICIAL USE ONLY ~: Petmil:.-: Dale AppnlVC4; Dale luunI; The Electrical Permit Application must be filled out completely. Please type or reprint In ink. If you have any questions, please call (360. 417-4735 Fax number: (360) 417-4711 7' ~J ...._~~ :# S,?9 Owner or Elec. Contractor Agen\: J L f' >^t9-~ G LI>L. c-., >n ::r >JL , City: Phone: Lj Z<;;:-41oIn- 0 ~ 98' Fax: '16 - '"(ll- 3 '16'" Ph~: ~L>' 'iIf Int, -0" 98 Zip: q'jf >IP 2. Property Owner. P ~""" "]::..N &; T tv. e>n s Address: ~ W \ (" 5. L \ (\ E:1l '''1 LL l.- Electrical Contractor: JI.. Pf<:Qfo\lI (: I T(. IQ .n r "", Address: IO'JS \'>f1.1 "-1,\A- '^^""'l (l,,,,,-, e1I~ INSTALLATION WIRED BY: 0 OWNER license #JL PI\"Q E IV (.. <70 ~J;,~ oft fa'() . Phone:'1ZS-gZHI'IS Zip: "I ~oo'-l Credit Card Holder Name: Jes>G: City: f!, Fo-L L e-v ve.. ?'ELECTRICAl CONTRACTOR \' 1'<'Il..\":lJ\ Zip: ~ '(00'-1 VISA: V MC:_ Billing Address: 10,S ~",l..U"'vvc \I"vV"M City: \)r",",-, p-yvS. CreditCardNumber: Exp.Date- PROJECT ADDRESS: tit :5 u~ TYPE OF WORK: Check all that apply: 0 New o Alteration/Addition o Residental 0 Multi-family o Commercial 0 Mobile Home . Sq. Ft. o Remote Meier 0 Detached garage 0 Hot Tub 0 Swim Pool 0 SepticP,ump 0 Low Voltage 0 Telecom. 0 S Number of Circuits added or altered: J.. DESCRIPTION OFTHE ELECTRICAL PROJECT: . T'E:'l.Ap PwL Po~.. , Electrical Heat Load Additions ~ f(J ,10 Service Information o Baseboard o Furnace o Heat Pump o Fan-Wall _KW _KW _KW _KW o Overhead Service ~emp Service ~ Underground Service Voltage: ? 4 0 II Phase: 9'1 0 3 Service Size: &0 f't?A f Feeder Size: il:z.. PAMC 14.05.060(B): For industrial. commercial. & residential projects larger than a duplex, a one -line drawing of the Electrical Service, Feeders, building size (sq. ft.), load calculations, and the type & of conductors andlor raceway is required and shall accompany the Electrical Permit application. I hereby certify that I have read and examined this application and know that same to be true and correct, and I. 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 Signatu~~ ., ----- Owner or Elec. Cont. Signature: ,-!20}O'} Date: Date: PW-9019 ~.