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Home My WebLink About1126 W 12th St - Building " ~ ~ORT ~ $4.0~~~ ,. '- ~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00001114 Date 12/01/05 586412 1126 W 12TH ST 06-30-00-0-3-6930-0000- DOUGLAS GATES RES DETACHED GARAGE RS7 RESDNTL SINGLE FAMILY 9097 Owner Contractor GATES, III DOUGLAS/CANDI 1126 W 12TH ST PORT ANGELES WA 98363 Other struct info . BUILDING BROKERS P. O. BOX 3831 SEQUIM (360) 683-6216 TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 21. 90 1.00 960.00 7000.00 576.00 1536.00 1. 00 CONSTRUCTION WA 98382 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 66167 207.75 12/01/05 5/30/06 Plan Check Fee Valuation 83.10 9097 Qty Unit Charge Per Extension 95.75 112.00 BASE FEE 8.00 14.0000 THOU BL-2001-25K (14 PER K) Special Notes and Comments 11/29/2005 11:50 AM SROBERDS - The proposal will result in a detached garage in the RS-7 for total lot coverage of 22%. No land use issues are noted. The Fire Department has reviewed the project application and has no comments Electrical load calculations and elctrical permits are required. Customer advised to locate the underground service wire - do not dig into it or build ontop of it. 11/14/2005 04:51 PM GMCLAIN ---------------------------- Asphalt , gravel or concrete driveway to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete or paving. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 207.75 207.75 .00 .00 Plan Check Total 83.10 83.10 .00 .00 ~Al~ ~V31 JOC:> JVL/ ........... ......... ~ \\\ t ....... ~ ~ VJ ~ f;: ~ 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 an ordinances governing this type of work will be complied With whether specified herein or not. The granting of a permit does not presu . to gi ority to violate or cancel the provisions of any state or local law regulating construction or the performance of cons uctie1l. /2 ~ (-(2) <c- Oate Signature of Owner (if owner is builder) Date T \Pohcles\1102_15 bUlldmg pennlt mspectlon record05.wpd [1/4/20051 ..lI"RT "" t.J.O~~~ ha "- -=->>' ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DMSION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . Application pin number Other Fee Total 4.50 Grand Total 295.35 05-00001114 586412 4.50 295.35 Page 2 Date 12/01/05 .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 Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\Pohcles\1102_15 bUlldmg penmt mspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES 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 1.-n,? / or., TLV WALLS FOUNDATION DRAINAGE I DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY BACK FLOW I WATER AIR SEAL WALLS CEILING I FRAMING JOISTS I GIRDERS SHEAR W ALL/HOLD DOWNS I - WALLS I ROOF I CEILING ?/'? '/O~ T./-vc? DRYWALL (INTERIOR BRACED PANEL ONLY) / r T-BAR INSULATION SLAB WALL I FLOOR I CEILING MECHANICAL HEAT PUMP I FURNACE I DUCTS GAS LINE WOOD STOVE I PELLET I CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEP A' 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 LIGHT DEPT CONSTRUCTION R W./ PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 I I PLANNING DEPT BUILDING 417-4815 'O/'?JI/ok J[7{7 BUILDING T.\Pohcles\1102 15 bUlldm enmt ms ectlOn record05. d r 114/2005 ..... - ~ ~ j " ~ N ~ ,j ~ ~ gp p wp[ PREPARED 3/31/06, 13 12'55 CITY OF PORT ANGELES ADDRESS TENANT, NBR CONTRACTOR OWNER PARCEL APPL NUMBER INS1'ECTIOW-TTCKET INSPECTOR: JAMES L LIERLY PAGE--8 DATE 3/31/06 1126 W 12TH ST DOUGLAS GATES BUILDING BROKERS CONSTRUCTION GATES, III DOUGLAS/CANDI 06-30-00-0-3-6930-0000- 05-00001114 RES DETACHED GARAGE PHONE (360) 683-6216 PHONE SUBDIV: ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 2/23/06 JLL 2/24/06 AP BL99 01 3/29/06 JLL 3/29/06 DA BL99 02 ~ BUILDING POST/COLUMN FTG TIME: 13.00 02/22/2006 12.18 PM DYASUMUR ------------------------___ sean 683-6216 02/24/2006 08 59 AM BUILDING FINAL TIME 03/24/2006 01 34 PM chr1st1na 683-6216 03/28/2006 01 39 PM JLIERLY ---------------------------- 03/29/2006 04:12 PM PBARTHOL --------------------------- RECALL AFTER SLAB CAN BE WALKED ON. BUILDING FINAL TIME: 13.00 03/30/2006 11:20 AM DYASUMUR CHRISTINE 683-6216 PBARTHOL 13 00 DYASUMUR -------------------------------------- COMMENTS AND NOTES ---------------------------------_____ ~~{~ 1fF~iY\.e .r ., PREPARED 3/29/06, 1230 28----;:.- CITY OF PORT ANGELES PAGE DATE ADDRESS TENANT, NBR. CONTRACTOR OWNER PARCEL APPL NUMBER ,~SPECTION TICKET INSPECTOR. JAMES L LIERLY 1126 W 12TH ST DOUGLAS GATES BUILDING BROKERS CONSTRUCTION GATES, III DOUGLAS/CANDI 06-30-00-0-3-6930-0000- 05-00001114 RES DETACHED GARAGE SUBDIV' PHONE PHONE (360) 683-6216 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 17 3/29/06 BL6 01 ------------------------------------------------------------------------------------------------ BL99 01 2/23/06 JLL 2/24/06 AP BUILDING POST/COLUMN FTG TIME 02/22/2006 12 18 PM DYASUMUR sean 683-6216 02/24/2006 08 59 AM PBARTHOL BUILDING FINAL TIME. 13'00 03/24/2006 01 34 PM DYASUMUR chrlstlna 683-6216 03/28/2006 01.39 PM 13:00 3/29/06 JLL ~# JLIERLY ------------------------____ -------------------------------------- COMMENTS ~T" ~;;;_~Jm__gz;/r/$ --- ( JU- r;, ~ t;J It-tU- U tAl IIf1> Ut-- ~ ~~~~I w~ ~ffVU7A- ~U~) BUILDI~G DIVISION CITY OF PORT ANGELES * * Correction Notice , '-- Job Located at t \ 7-(!.7 \.iLl \.., 12-~ Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: C OA I P r/lL.-.rtlc--- ~~.....s~-t-- I.d <;;; P s1 tU: ( D tJ. ( LA. ) bf-7 (1 { 4. ~ v'4-J ~tz. ( A \h ~ c,. /) C~L- ~A~ 9tJjl C1JJ These corrections must be made and are not to be covered until reinspection is made4hen ~rect~ns have been made, please call 7 - AI( for inspection. Date 3J79/0~ / L #~1 Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 2/23/06, 14- 19.27 CITY OF PORT ANGELES INSPECTION TIGKET INSPECTOR JAMES L LIERLY PAGE DATE 6 2/23/06 ADDRESS TENANT, NBR CONTRACTOR OWNER PARCEL APPL NUMBER 1126 W 12TH ST DOUGLAS GATES BUILDING BROKERS CONSTRUCTION GATES, III DOUGLAS/CANDI 06-30-00-0-3-6930-0000- 05-00001114 RES DETACHED GARAGE SUBDIV PHONE PHONE (360) 683-6216 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 2/23/06 JLL BUILDING POST/COLUMN FTG TIME: 13:00 ________~~~~___~___:::~~:~:~:::::Sl~DP:OT::A~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~_____ BUILDING PERMIT - APPLICATION I Fill out COMPLETELY and in INK. Your application and site plan MUST BE C01\1PLETE to be accepted for review. If you have an)' questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent~ \ L-~ \ t-.J G ~Q.o~S::. Phone: 2'c,o -(0'6 b - CoOl \ '0 Owner: G A 1" t:.. S II:> O\.J~ L~ S Phone: Address: 11~(o W. \2~ ~\ Ci;?OE\R-kJ~t:.~ Arclutect/Engineer: E\ S \ Phone: ((DOS") 4- q % -I;;{ C( 0 ContractOI~1:^J' LD \ ~G ~~ State License #~,l()kOll ~xp: -0 t (crt ( 0(, Phone: b<63- h:;)l b Address:~O.\bo^ 3~6' City: ScQ\JU/\/\ . WA ZIp: q~bg d PROJECT ADDRESS: l \ Q lo L0, \ -;). ~ & . , 9, {i . I q c;s ~ COd... ZONING: LEGAL DESCRIPTION: Lot: 4- Block: 36 q SubdivlSlon: CLALLAM COUNTY PARCEL NUMBER: 0(0 '3 DO DO 36q ~O ZIp: Q8.6Co~ TYPE OF WO~ o ResidentIal ~ New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 DemolitIon o Reparr 0 Sign BRIEF DESCRIPTION OF THE PROJECT: ? '-\: x' d. y )( <6 ~Stove ~ Garage o Deck o Other SIZENALUATION: ~=1 b SF. @$/5 .-:t9 /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ ---- G'A<2.RGE- (YOLE-bO~Q)iDb) I ? - '- I - ConstructIon Type: oS \ <2 -\- l2f\/1V1 eo S:J (0 = TOTAL Sq. Ft. I S 38 I APPROVALS: I PLAN: BLDG: I DPWU: I FIRE: I OTHER: I -, VALUATION OF CONSTRUCITON: In all case., a valnation amonnt mnst b, entered by th, appli,sm. Tlris figure will b, "vj,wL and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for asslstande. PLAN CHECK FEE: IF a plan check fee.is due It must be submitted at the time the building permit application and construction plans ~e submitted. All other permit fees are due at the time of permit issuance. I EXPIRATION OF PLAN REVIEW: If no penmt is issued within 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 wntten request by the applicant (see SectIon R105.3.2 of the International BuildinglResidential Code, 2003). No apphcation can be extended more than once. I I hereby certify that I have read and examined this applIcation and know the same to be true and correct. I am authorized to apply for this permit a d understand that it is my responsibility to dete . what ermits are required ,not the City's, and that I must obtain such permits prior to work. Date: -J l - g - DS:- COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: i Lot Size: -=l 00 D Existing Sq. Ft. Total lot coverage' Q. \, q,-\ % . Occupant Load: q Coo & Proposed Sq. Ft. PLANNING USE ONLY: ESNWetland(s): 0 Yes 0 No SEPA Checklistrequrred? 0 Yes 0 No Other: T. \Policies\BL-l102 _13 wpd Applicant: Parcel Lookup Page 1 of 1 Parcel Number 0630000369300000 Site Address 1126 W TWELFTH ST PA FOu,t-:1 f~Efack I Taxpayer: COUNTRYWIDE TSC ATTN ALLISON COOPER 1757 TAPO CANYON RD #300 MAIL STOP SVW-24 SIMI VALLEY, CA 93063 Title Owner: GATES, III DOUGLAS/CANOl W 1126 W 12TH ST PORT ANGELES, WA 98363 Description: LOT 7 BL 369 92 24X40 ARDMR S#112183 Value Summary: Note: Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs (except Commercial Forestland properties) Land Value. 31,200 Improvements Value' 56,820 Total Assessed Value. 88,020 Property Characteristics: Note: Use Code IS for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code' 1150 MH(REAL) Land Size (acreage)' .00 Note Acreage IS not listed for all properties In the Assessor's records More information about land size Tax Status: Taxable Tax Code Area.. 0010 Zoning Code' P _RS7 Note ZOning and zoning codes change constantly Verify all zoning With the appropriate planning or bUilding department Building Characteristics: (Click on Bldg # for more details) l BldgJYIllL- Bldg. Style Total S.F. BD BA 01 Mobile Home Double/Triple Wide 952 2 1 Tax History Sales History ~ rsacki'l 11672,54211 http://65.161.1 0.164/website/sitis--p.pgm?parcel=0630000369300000 11/10/05 Engineering & Technical Services Inc. Duane Boice P.E. President STRUCTRAL CALCULATIONS COVER SHEET . Date: 10/27/05 Project: Building Brokers / Gates Project Location: Port Angeles, Washington ~~~E E.T.S. Designer: Curtis Smith Contacts: Gary Comments: LOADING: ROOF LOADING= 25/5/0/5 WIND LOAD= 100 MPH EXPOSURE "C" SEISMIC SITE DESIGN CLASS= D2 Note: THE SEAL AFFIXED TO THIS PAGE APPLIES TO THE COMPLETE SET OF CALCULATIONS. Initial Information ~~ / \l\D 1 :23 PM 10/26/2005 Building Width (ft) = Building Length (ft) = Sidewall Height (ft) = Roof Pitch = Roof Height (ft) = 24 24 8 4 8.000 Wind Exposure = Wind Speed (mph) = Mean Roof Height (ft) = Roof Angle = End Zone Width (ft) = Importance factor (lw) == C 100 12.000 18.435 5 1 Desi~n Loads Horizontal Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) End Zone of wall Ptw = 21.36 1.21 25.85 1 25.85 End Zone of roof ** Ptr = -6.05 1.21 -7.32 1 -7.32 Interior Zone of wall Plw= 14.17 1.21 17.15 1 17.15 Interior Zone of roof ** Ptr = -3.38 1.21 -4.09 1 -4.09 Horizontal Loads - Lonqitudinal Direction Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) End Zone of wall Plw= 15.90 1.21 19.24 1 19.24 Interior Zone of wall Plw= 10.50 1.21 12.71 1 12.71 Vertical Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (pst) Adjustment Load (pst) *** Factor Load (pst) End Zone windward roof Pwr= -19.10 1.21 -23.11 1 -23.11 End Zone leeward roof Plr = -13.04 1.21 -15.78 1 -15.78 Interior Zone windward roof Pwr= -13.30 1.21 -16.09 1 -16.09 Interior Zone leeward roof Plr= -9.92 1.21 -12.01 1 -12.01 Vertical Loads - Lonqitudinal Direction Height & Exp. Adjusted Importance Design Location Load (ost) Adiustment Load (pst) *** Factor Load (pst) End Zone windward roof Pwr= -19.10 1.21 -23.11 1 -23.11 End Zone leeward roof Plr = -10.80 1.21 -13.07 1 -13.07 Interior Zone windward roof Pwr= -13.30 1.21 -16.09 1 -16.09 Interior Zone leeward roof Plr = -8.40 1.21 -10.16 1 -10.16 * Pressures for roof angles were interpolated from Table 1609.6.2.1 (1) 2003 IBC. ** If pressure is less than zero, use zero (footnote c. Table 1609.6.2.1(1) 2003 IBC). *** Positive values are inward acting pressure, negative values are outward acting pressure. . "._"',":'.'~':'C./S':-L ,f" ,~I '\ ijl '::::..J~ ~ ~ - ~.si, '~:lf~~,,, ~\: 1( .-.......:..~ ..---:.. T ~~~~:~I'J ~I~~.}:j ~\' 'd U~y "''ri1\f.J;!->i::J; i' J '@,!f;\'Jil( 'w ,~~~;; Ilf n [I' EngineCi'ing & Technical Seni{.('"~ lnc Duane D. BoiLc I~E. Pre~i<lcl\t 27121 4691h Ave. P.O. Box 308 Tea,SD 57064 Phone: (605) 498-1290 Fax: (60S) 498-1299 E-mail: ets I @engtecsrv.com www.engtecsrv.com LAT'J~~ ~(.. To:__._____.___.__.____.. ____ __.__n _ _... ___ Re: ----------- ---------. -r-'- Date: I hereby certify lhal tt'lIS plan, specllicdtloll, or rcporl ' prepared by me or under my dlrecl persollal supelvlsloll that I am a duly registered plofesslonal erHJlIleer under laws or the state or._ on .. and thaI I am comPElten prepare thiS docllment Slgnalllle__ _ _, __ .. __ _ _ Date ! ,!.. Reg 11.- '7--' . c::.!'(. ~ \J c. "f' r.:c.c ",oJ. i 1 II II I-I j Iii '.1 ~ 1Co..n~..,ot.("~~ d ,I -n~ ;j I-II - dl - !'-II' .. I, .- . Ji- ll/ I' '11. "I J-iL .- . --.. q~- 'flr~ -N:)i(\J._. -.l~..,.-- .W ,,(~..~_'!.Psf:L~r:t~')__~ _,h_~?~...._______._..__ .... II. i.~t - - .<$2. ( .\~~-~~ ~f ~( '(~l? ~ ~.:~. :-.. .~~~.___ .. __ __ ____. __ _ n pI 6> . t;l.--- ,-.-- . C \.~.:J~ ~~'?.x. '!'l..l:/...';._. ~~ #__ Iii 8) (,J2,7IP~FX.7'lZ.')::- J78it - j-ll - ..... - .-. . .. I.il. c9 (\~.~~~~Y~'A. -(t_OZ:J ~ [?J q , ,I , ii ~ =- 110471 'T ~L. II ij- I: 1'L-- . I.il.. - 111. .. III :1 I il- t;l .(1~,iS ~f"1..~~~:?~~ -=- ~/7_# (\1.\.>~FX.4.)(7') ~ 4So~ ~ :: 9c; '1"'" ~,\,. . -1."'-I{'~ -- ::.. '\~S-;?~F":::: r:S~--R.r--"~~--- -. -- J\0~ - '2.4 ' - '1' 5~ P"P. 4 13:>.P'-'F ~ DESIGNED BY: ~ CHECKED BY: , J f\~ t. nATF' /(}-~IO-os- Building Brokers / Gates Date and Time: 10/26/2005 1 :29:01 PM 3!\c MCE Ground Motion - Conterminous 48 States Zip Code - 98363 Central Latitude = 48.009706 Central Longitude = -123.77836 Period MCE Sa (see) (%g) 0.2 145.6 MCE Value of Ss, Site Class B 1.0 060.0 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 145.6 Sa = FaSs, Fa = 1.00 1.0 090.0 Sa = FvS1, Fv = 1.50 .'. so~ ~ J- ().e.tsu.-) -:::.. O~1\ ....>01 0: ( ........ } O.",\Q~ ::. 0.<;;' .". \)>1:: ':>E.i~~c.. ~'I1'e <-Io.~~ 0.2, 'oJ:: l.'. ~o~ - . y.J \~ _ 1&~~O:;11 - b,S ~XlS)(t~J'I~'1t IO~Z.""W) 'oJ ~ \1 ~\ ~/ _ 011 t ~ALL ~ y.\\~ ~~eo.r ~ 'fol1\~ 0\9" :. \.\iftD ~~ ~oJ<a(~ ~~() 1 :23 PM 10/26/2005 4/\G Max Horizontal Wall Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) 1E Ptw= 14.60 1.21 17.66 1 17.66 4E Ptw= -12.17 1.21 -14.72 1 -14.72 1 Ptw = 10.59 1.21 12.82 1 12.82 4 Ptw = -9.08 1.21 -10.99 1 -10.99 Max Horizontal Wall Loads - Lonaitudinal Direction Height & Exp. Adjusted Importance Design Location Load (pst) Adjustment Load (pst) **if Factor Load (pst) 1E Plw= 12.00 1.21 14.52 1 14.52 4E Plw= -9.30 1.21 -11.25 1 -11.25 1 Plw = 8.80 1.21 10.65 1 10.65 4 Plw= -7.20 1.21 -8.71 1 -871 I * Pressures for roof angles were interpolated from Table 1609.6.2.1 (1) 2003 IBe. ** If pressure is less than zero, use zero (footnote c. Table 1609.6.2.1(1) 2003 IBe). *** Positive values are inward acting pressure, negative values are outward acting pressure. Enginccl-ing & lcc:hnical Service!> !nc- To-____--=--_ ____ __ ____________ __. _ _____ Re:____________________.__ _____ Du.lIlc D_ Boi<..c I~E_ Prc.\ident Date:_______________ _____ ___ ___ _____ 27121 4691h Ave. P.O. Box 308 Tea,SD 57064 Phone: (605) 498-1290 Fax: (605) 498-1299 E-mail: ets I@engtecsrv.com www.engtecsrv.com I hereby cerlifj 11101 Ihls [ltall, spcclhcdllon. llJ mpoll prepared by me or under my dllcct rcrsonnl superv'''lol Ihal I am a duly registered prnfesBlofldl enyl/leer unclE laws or Ihe state or_ _ _ . "nd Ihal I <1m compete I prepare Ihls documenl Slgnature_ .nm_ ..__._ _ _ _ Dale __ j _ ._f.. Reg #_~_ .. I -I _ St'Q~ ",,~u.. . <:. oc..Ot'W\~ 'iI . 'i!Wl...-=: ( 1:2.8~ ~S~;( \.~\) , I , j I i .J. , t I -- 11 - -- - -~t l'lt..-- l!r -- w- --. - t!t.~~~..-: ',. -. . _. --.. -- III-!.o = ,. -..- ~~;; Ir 7J:fCO~ ~ J.I ~ J?~ -: _('JII~__~ I'l:~ I~ f "_ - h- "".- __0_ un _ .: O:.,s i.,.. 8# ~~ II! L!-l ~t'lQc..~~_ lIt ~ 'II III "I~' it f! I, 11 .. I' 'It. ;f ~~~: fI, -.. ~(<J:.m d.. I, i! II "r Ii' " :i ~~ -= IS4 #/+"t. -':;L /94Jt S- . 111.-::. 6 - ,;1$2.. ~,\.. - -- - - - ~Ol.: (.~..~ p ~r.l..t~~XJ'~6) ~_ 5~-~.----_. __. --.--. --. . UpAD . GoIl16i,.,~ro. .___. _ _ _ - ..Q.4-> 1)4. _"':'. ~_~__ - .._ . _J)~! c?~~~_~ .t_C){l~_;:t... -..__ _ ._u_~t~_..._______._. u-pl. '~T .. __'~.Q9 ~ ~~'~/21-=- \\590# =- .S-_' \:(P(\~o"'~D . \\s;B~ .'. \J,* Cro')- Zc0 ~ ln~ .tJQJC . Q~. &Jl .I~__ . b~(\ ~ ~~--- DESIGNED BY: eu CHECKFn RV- ndTI=. IO-2t.-.-rx:- 1 :42 PM 10/26/2005 Building Brokers I Gates 8' Sidewall Columns DL +WL +SL Bending width (b)or (d2) = depth (d) or (d1) = length (11) or (lU1)= length (12) or (Iu2)= Moment (M) = E= Actual Bending Stress fb = (6*M)/(b*(d^2)) = 3.375 inches 4.125 inches 96 inches 24 inches 1232.00 ft*lb 1500000 psi (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) (modulus of elasticity) 1544.620 psi Theoretical Bending Capacity F'b= Fb COCM Ct CL CFCVCfu CiCrCcCf= Fb= CD= CM= Cl= CL= CF= Cv= Cfu = C1= Cr= Cc= . Cf= 1650 1.6 1 1 0.981 1 1 1 1 1 1 1 duration moisture temperature stability size volume flat use incision repetitive member curvature fo J:Ill 2588.829 psi Tables pg 9 pg 53 pg 9 pg 15 (see below) pg50 pg 34 (see below) pg 53 pg27 pg27 pg 34 pg 15 from Figure 3G pg 18 2001 nds pg 16 2001 nds (f; ( \0 stress Ratio = 0.5966 2001 sup 2001 nds 2001 sup Table 4F 2001 nds 2001 nds 2001 sup Table 4E 2001 nds 2001 sup Table 4F 2001 nds 2001 nds 2001 nds 2001 nds CL and Cv cannot be used at the same time. Use the smaller of the two, and the larger is = to 1. CL = ((1+(Fbc'Fb*))/1.9)-(sqrt(((1+(FbEIFb*))11.9)^2)-((Fbc'Fb*)/0.95))) = 0.981 KbE= I- e- 0.418 189.480 Iuld = lu1/d1 = (chose higher one) luid2 = 23.272727 7.111,1111 Cv = ~ *(((21/L)^(1/x))*(((12/d)^(1/x))*(((5.125/b)^(1/x)) = 1-278 KL= 1 L= 8 X = 10 (20 for SYP, 10 for everything else) Fb*= E'= Iu to find Ie = R 2_ B - FbE= 2640.0 1500000.0 96 68.6 9137.5 (if greater than 1.0 use 1.0) (for Glue Lam. Only) 1 :42 PM 10/26/2005 Deflection Allowable (U360)= 0.2667 Allowable (U240)= 0:4000 Allowable (U180)= 0.5333 Capacity = (5wL ^4)/(384EI) = Capacity = (PL ^3)/(48EI) = w ratio 1.80 1.20 0.90 0.60 0.45 2.9956258 2.3965006 U360 stress ratio U240 stress ratio U180 stress ratio U120 stress ratio U90 stress ratio U600 stress ratio U480 stress ratio total load w = 154.00 plf P= 0 Ibs I = 19.740784 in^4 must be less than allowable 0.4793 o P ratio o o o o o uniform load point load @ midspan (live load floor) (total load floor, live load roof) (total load roof) (total load roof) (total load roof) live load 154.00 o 19.7407837 1(10 live load only 0.48. o w ratio 1.80 1.20 0.90 0.60 0.45 2.99562575 2.3965006 P ratio O. o o o o 1 :42 PM 10/26/2005 Building Brokers I Gates 8' Sidewall Columns DL +WL +SL Compression width (b)or (d2) = depth (d) or (d1) = length (11) = length (12) = Area = Force = E= Ke= 3.375 inches 4.125 inches 96 inches 24 inches 13.921875 inches2 5040.01b 1500000 psi 1 (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) (modulus of elasticity) Effective length (I e1) = Effective length (I eV = 96 inches 24 inches Actual Compression fc = Force/Area = 362.020 psi stress ratio = 0.348 Theoretical Compression Capacity F'c= FCCOCMCtCFC,Cp= 1039.580403 psi 14472.90842 Ibs from Figure 3G pg 18 2001 nds F- 1700 Tables 2001 sup c- Co= 1.15 duration pg 9 2001 nds CM= 1 moisture pg 53 2001 sup Table 4F Ct= 1 temperature pg 9 2001 nds CF= 1 size pg 25 2001 nds C= 1 incision pg 27 2001 nds I CT= 1 pg 29 2001 nds C - 0.5318 pg 19 (see below) 2001 nds p- Cp = ((1+(FCE/FC*))/2c)-(sqrt(((1+(FcE/Fc*))/2c)^2)-((FcE/Fc*)/c))) = 0.5318 enter values KcE= c= IJd= 0.418 0.9 23.272727 chose the higher between (Ie1/d1) and (Ie2/d2) (used to calculate F cE) Bending and Axial Compression = (fc/F c')L+fJ(Fb'(1-(fclF cE))) 0.99 (must be < or = to 1.0) calculated F/= E'= le1/d1 = leid2 = F cE1 = F cE2= ~[\D 1955 1500000 23.27273 7.111111 1158 12399 1 :42 PM 10/26/2005 GIRT - Girts & Purlins q{~ I WALL GIRT DESIGN: GIRT SPACING = POST SPACING = DESIGN LOAD = . CH= 24 12 -22.6 1.5 (in) (ft) (pst) LUMBER TYPE: LUMBER DIMENSION: df#2 2x6e Fb= 900 (psi) AREA = 8.25 in^2 Fv= 180 (psi) Sxx= 7.563 in^3 E= 1.6 (psil I e6) Ixx= 20.8 in^4 * (F - flat use & E - on edge use) BENDING w = 45.20 (Plf) Mmax = 9763 (in-lbs) fb = 1291 (psi) <-actual bending stress LOAD DURA nON - Cd = SIZE FACTOR -Cf= FLAT USE FACTOR - Cfu = REPETmVE USE - Cr = Pb = Fb(Cd*CL*Cfu*Cr) = 1.6 1.3 1.00 U5 2152.8 <--- MSR & SYF = 1.0 OTHER SAWN = 1.3 BENDING RA TIO 0.60 (psi) <- allowable bending stress SHEAR v = wL / 2 = fv = 3*V / 2* A = Fv' = Fv*Cd*CH = 271 (Ibs) 33 (psi) 432 (psi) <-actual shear <-allowable shear SHEAR RATIO 0.08 DEFLECTION delta allowable = L/I20= delta maximum = 1.20 (in) 0.63 (in) (I-span) DEFL. RATIO 0.53 CONNECTION IF GIRTS ARE FLAT ON POSTS USE: I6d - Hardened Steel Ringshank Nails 4 - per Post / Girt Connection (note: alternate girt slices at posts) IF GIRTS ARE ON EDGE BETWEEN POSTS USE: pre-manufactured joist hangers or blocking between girts THEREFORE USE: dfil2 2x6e @ 24 " O/C I ------T~!I--- I ~ I I I i Ii! : : ! ! ! I ! ' --~- - --~__~______+-~~------ ------- -----1----- - ----__ I I I I I ! I : I I I I 'I I I ------.. -----~ --- ----- - - --~------ ---l-------r-----...---~------ ~------- -- - --- --- -~- - ,I ': 1 \ I Ii' --- ---"--- ---- ----- --~-- ------- ---------~----.!_--- ----~ -~---- - -- --- ---- ...-~ -- -- -- -- -- - ----- ---- ----- --- : :',! , 'I ' _________ __ ___ _ _.. _...b._~~~_.n.MJHHHJI'L._I_.~\Al'~f:rn~vr r88MMyr J1;r-:' B~~:fL6rMEr JT _..<:1 ASf.i6- : I , -- - -- - ----- ~- ,- ----- --.----~-- -- - --;---- --- - - ~ PERMIT AP~LIC'ATlbN SITE_~LAN _ : PLEASE SHOW ALL REQUIRED INFORMATION i ! i ! : I I I I: I I : i i : I I ! 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I I I Ii! i I I I I J___L_l_ I I I.J---I-_Jn i I I I I I i I I LJ j I I LJ--'_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 I I I I : I i I I I I I I -r----II i i I I I I I I I I I I I I I I I I I I I f -- ---- -- - I 1 ---~- -'-----~--- I I I I -. - - - m_ __u_ r~' -;-1- --j . ----- -~~- I, I '~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~62 Appl~cation Number Application pin number _ Property Address ASSESSOR PARCEL NUMBER Tenant nbr, name Appl~cat~on type descr~pt~on Subdivis~on Name Property Use Property Zoning . Application valuation 05-00001114 Date 586412 1126 W 12TH ST 06-30-00-0-3-6930-0000- DOUGLAS GATES RES DETACHED GARAGE 3/01/06 RS7 RESDNTL SINGLE FAMILY 9097 Owner Contractor GATES, III DOUGLAS/CANDI 1126 W 12TH ST PORT ANGELES WA 98363 BUILDING BROKERS P. O. BOX 3831 SEQUIM (360) 683-6216 TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS CONSTRUCTION WA 98382 Other struct info 21 90 1 00 960 00 7000 00 576.00 1536 00 1. 00 Permit Addit~onal desc Permit pin number Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL OWNER/ DETACHED GARAGE 70904 48 10 3/01/06 8/28/06 Plan Check Fee Valuation 00 o ............ ~ ~~ ~( r ""'- }.J t~ Qty 1 00 Unit Charge Per 48 1000 ECH EL-R-OUTBD/DTCH GAR SEP Extension 48 10 Special Notes and Comments 11/29/2005 11:50 AM SROBERDS - The proposal will result in a detached garage in the RS-7 for total lot coverage of 22% No land use issues are noted The Fire Department has reviewed the project application and has no comments Electr~cal load calculations and elctrical permits are required Customer advised to locate the underground service wire - do not dig into it or build ontop of it. 11/14/2005 04 51 PM GMCLAIN ---------------------------- Asphalt,gravel or concrete dr~veway to City Standards. No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Eng~neer~ng ~s requ~red prior to prouring concrete or paving 0\ ~l , - Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48 10 48 10 .00 .00 Plan Check Total .00 .00 00 00 Other Fee Total 4 50 4 50 00 00 COMMENTS/ACTION NEEDED ~ I I I d'iJ.'~_ J(i~~ D8 "I.tiir~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION nl EAST 5TH STREET. PORT ANGELES. WA 98362 Application Number Application pin number- Grand Total 52 60 COMMENTS/ACTION NEEDED Page Date 2 3/01/06 05-00001114 586412 52 60 .00 00 ELECfRICAL PERMIT I NSPECf ION RECORD , CALL 4) 7-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.U (4'96) I nstalled By: CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT PERMIT NO. 3.;< 90 ? - :2t-P/ DATE . Site Address: D READY FOR ~ILL CALL FOR INSPECTION INSPECTION License Number: Phone: Owner/Business: Phone: Owner/Business Address: Sq. Ft. o Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other o Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) o New Construction o Remodel o Service update/alter/repair o Overhead }( Underground Voltage '0'1.0 03 ~ervice size o Temporary Amps o Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) DetailslDescription: ;no i; -;;. ~e ..5CXt//cf I / hEdCX' ( . W.S. No. Service Capacity: 0 O.K. 0 Not O.K. .,p Ditch inspection O.K. o Rough-in/cover O.K. J,,"^^~ O.K. to connect service /11" "F 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 Installer: w, Permit/Receipt No. 3.2 90 Site Address: , c... New Meters .1 . Notify the Department 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 ~D ~ Inspector Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall OLVMPIC PRINTERS. INC. ELECTRICAL WORK PERMIT APPLICATION 1 Job wired by o Electrical Contractor )21 Owner Installation description [J Commercial ~ Residential Electrical contractor name License number Date Expires ~ew o Altered! Addition Purchaser's mailing address 11/"....... Iv A/..._ City State ZIP Telephone number FAX number 6if' /1.."" 2-'1/ ,k 2,,1 ~"'r~ <!-. h...,l./-;. . - Premises owner's name \7o"9.\~~. do- c.1".\\~ ~ of i~ectlOn Ltd:tQ.--'W,". -\~ City \>'~ ~Qe\e~ Phone number to scheaule inspection: <=\"1- c; C.... -\e'-.. B OWl/er as defined by RCw'/9.28.26/:(I) Owner will OCCI/py the structure/or two years after this electrical permit is fi"ali=ed. (2) Owner is required to hire all electrical contractor if above said property is for sale. relit or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296.46B, The City of Pori Angeles Municipal Code, and Utility Specifications. Sig~~_~wner, cleclri I contractor or electrical administrator X Y"r4, ""'" ~ Date: Z -/c/-G1p Electrical Load Ad lions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan-Wall KW o Cash 0 Check # o Credit Card Visa Mastercard (Qiscov0 Card# ~.!!.LL-202~IO 7~-1.z-~ ,'. Expiration Date, I of card 10/ e;p'l o Overhead Service o Temp Service o Underground Service Voltage PhaseD1D3 Service Size: Feeder Size: ~ A",. SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 / ROUGH-IN THERi'VIOSTAT / SERVICE \. Dale Appro,cd By Dale ^pprol'cd By " Datc Appro'ed By / /' /' FINAL DITCH / FEEDER g-~- 06 An 2.-.;21 - 0<0 ~y ;5 - CH:> -?7<, A-r:/) Dale Al'provcdBy/ " Dale \. Dale Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector Ad/ 7 i,,/,./ "7 7