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Home My WebLink About1615 S N St - Building .........- ELECTRICAL WORK PERMIT APPLICATION Job wired by o Electrical Contractor ~ner Installation description o Commercial ~sidential Electrical contractor name License number Date Expires DNew o Altered/Addition Purchaser's mailing address City State ZIP /0 ~ CrAYL;A-&-E- o l^\T L--fC..T > , ~G-H-I:S. , / :;vJ~ ? A.N E.L__, W (L I'L'E- / ~\V\ \C Telephone number FAX number Premises owner's name G- f;' n\fL(-~_ c: Address of inspection \(O:S S V0::i:.. :......L..Df\~W N .c,';- Ci~ r ()'fC\ f-<:N& EJ...JES I A) A- Phone number to schedule inspeclion: 0-' ~ ~ ....- :t~\. '<, Owner as defined by RCWJ9.28.26l:(I) OWI/er will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale. ren~{~?;~i;_~~_ After reading the above statement, I hereby certi[)"fthat I am thco~ncr!.c:f the above named property or a li<;~nsed electrical contractor, lam making the clcctrt'41 instal~ lation or alteration in~O,mpliance with the elcctricbl laws, N.E.C., RCW. Gb~Pt,er 19.28, WAC. Chapter ,?6-468, The City of Port Angcles Municipal Codc~.nd Utility Specifications. ~\ ' '\:,. Signal e of owner. e'l~ctrical contractor or e,lectrical administrator {~ ~ Mastercard ~f, "'r., ---------_----..:.'::,!;.------ Visa Card # \'\~~ x \', Expiration Date of card 'Date: 7 -7..f>. -ok EleClrlFalLoad Addilions~-nd or subtraction$, o NO LOAD CHANGES \ \ o Basebqard KW o Furnace:" KW , o Heat PumR, Ton o Fan.Wall '. _ KW Service Information o Overhead Sertlce o Temp service'?! o UndergrOunl-e,rvice SAME DAY'INSPECTION, CALL BEFORE7:QQ,AM 3vO~U7-4735 , '- LAR\ Voltage 2--'1-0 PhaseD1D3 Service Size: Feeder Size: ROUGH-IN \" /' TIIERMOSTAT SERVICE , ~Ie Approved By /\::,,'\.. Dale Appro\'ed By Dale Approved By , FINAL 't';;, "- DITCH FEEDER . , /~/-_ F AzD D. - A Approved By '-.. Dale Approved fly/, Dale Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector hrLJ 7/ l'3/ h,/., If pORT ...... CITY OF PORT ANGELES ... 0 - .('~ f. DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION ~ 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~"'~ -, ,-, Applicat10n Number 06-00000527 Date 6/05/06 Application p1n number 129118 Property Address 1615 N ST ASSESSOR PARCEL NUMBER: 06-30-01-5-2-0000-0000- (> Tenant nbr, name GEORGE WILLIAMS Applicat10n type descript10n RES DETACHED GARAGE ~ Subd1vision Name HU/ftt:t:J ~ Property Use Property Zoning . UNKNOWN tf!!3 Application valuation 24500 "7/1/~p ~ Owner Contractor ------------------------ ------------------------ George& Susan W1ll1ams TIMBER IRON ERECTORS 1615 S N ST POBOX 516 PORT ANGELES WA 983631517 CARLS BORG , WA CARLS BORG WA 98324 {360} 670-6227 Other struct 1nfo . TOTAL % LOT COVERAGE 22.10 NUMBER OF STORIES 1. 00 EXISTING LOT COVERAGE 2196.00 LOT SIZE 17552.00 PROPOSED LOT COVERAGE 1344.00 TOTAL LOT COVERAGE 3540.00 NUMBER OF UNITS 1. 00 ---------------------------------------------------------------------------- Pe;r:m1t BUILDING PERMIT -RESIDENTIAL Add1tional desc . Perm1t p1n number 78022 Perm1t Fee 417.75 Plan Check Fee 167.10 Issue Date Valuation 24500 Exp1ration Date 12/02/06 Qty Un1t Charge Per Extens10n BASE FEE 95.75 23.00 14.0000 THOU BL-2001-25K {14 PER K} 322.00 ---------------------------------------------------------------------------- Permit DEMOLITION Additional desc . Permit pin number 79327 Permit Fee 50.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/02/06 Qty Unit Charge Per Extension ~ BASE FEE 50.00 ---------------------------------------------------------------------------- ~ Spec1al Notes and Comments Electrical load ca1culat1ons and elctrical permits are required. 1::. How will the new structure be fed electrically? OS/22/2006 01:40 PM GMCLAIN ---------------------------- The Fire Department has reviewed the project application and ~ has no comments 06/02/2006 04:04 PM SROBERDS --The proponent 1S consol1dating outbuildings. A DEMO PERMIT IS REQUIRED for two of the eX1sting sheds prior to issuance of a building perm1t for the new garage/carport. Accessory structures cannot exceed the area of the primary residence, which 1S 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 cons ction. ~.Is;; ~ ~ " ... -~ - Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) T IPohclesll102_15 bUlldmgpenmt mspection record05 wpd [1/4/2005] ~ '~ CITY OF PORT ANGELES 8 ~ r.... DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION .- ~, 321 EAST 5TH STREET, PORT ANGELES, WA 98362 '- I ~ Page 2 Application Number 06-00000527 Date 6/05/06 Appl1cation pin number 129118 ---------------------------------------------------------------------------- Spec1al Notes and Comments 1752 sq.ft. Publ1C Works Ut1lity Engineering has no requirements for th1S plan review. ---------------------------------------------------------------------------- Other Fees STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Pa1d Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 467.75 467.75 .00 .00 Plan Check Total 167.10 167.10 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 639.35 639.35 .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 \Pohcles\1102_15 bUlldmg penmt mspeclton 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 UNLA WFUL 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. \\. IINSPECTION TYPE I DATE I ACCEPTED COMMENTS ~ YES I NO , ~~ ~ FOOTINGS N SHEAR WALtS 1 WALLS "\J FOUNDATlOJi.! DRAINAGE 1 DOWN SPOUTS PIERS , POST HOLES {POLE BLDGS ) (;? Iq/t)b jf/J0 PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE; {METER TO BLDG} GAS LINE FINAL DATE ACCEPTED BY BACK FLOW I WATER AIR SEAL WALLS I I I CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALIJHOLD DOWNS WALLS 1 RodF / CEILING DRYWALL {lljoITERlOR BRACED PANEL ONLY} (\ ~ T-BAR ~ "':\. INSULA TION ~. 0" SLAB I I I ~ V WALL/FLOQR/CEILING ~ .' MECHANICALI ( HEAT PUMP I; FURNACE 1 DUCTS I ~ ~ . ~~ WV WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY ~ COMMERCIAL HOOD / DUCTS MANUFACTU~ED HOMES C) I FOOTING 1 SIJAB BLOCKING &: HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LI~HTING I I I ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL, DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W 1 PWI CONSTRUCTION - R W. ENGINEERING 417 -4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DE~T 417-4750 I / _ PLANNING DEPT , BUILDING 417-4815 /j'"1/07 r.1J7 BUILDINCL T IPohclesl1 102_1? bUlldmg permIt InspectIon record05 wpd [1/4/2005] I PREPARED 7/07/06, 11:12 45 INSPECTION TICKET PAGE 20 CITY OF PORT ANGELES INSPECTOR. JAMES L LIERLY DATE 7/07/06 ------------------------------------------------------------------------------------------------ ADDRESS 1615 N ST SUBDIV: TENANT, NBR. GEORGE WILLIAMS CONTRACTOR TIMBER IRON ERECTORS PHONE (360) 670-6227 OWNER George& Susan W~ll~ams PHONE PARCEL 06-30-01-5-2-0000-0000- APPL NUMBER 06-00000527 RES DETACHED GARAGE ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL6 01 6/09/06 JLL BUILDING POST/COLUMN FTG TIME: 13 00 6/09/06 AP TODD 360-461-4300 06/09/2006 08 26 AM DYASUMUR --------------------------- 06/09/2006 04'09 PM PBARTHOL --------------------------- Be"" '(~'I" ~ BU'CO'N' "N>L 07/06/2006 03 02 PM PBARTHOL --------------------------- ~ dave 670-6227 ------------------------- ------------ COMMENTS AND NOTES -------------------------------------- -' u l'f r~( PREPARED 6/09/06, 11 32 11 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/09/06 ------------------------------------------------------------------------------------------------ ADDRESS 1615 N ST SUEDIV. TENANT, NBR GEORGE WILLIAMS CONTRACTOR TIMBER IRON ERECTORS PHONE (360) 670-6227 OWNER George& Susan Wll11ams PHONE PARCEL : 06-30-01-5-2-0000-0000- APPL NUMBER: 06-00000527 RES DETACHED GARAGE ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL6 01 ~Of- P BUILDING POST/COLUMN FTG TIME: 13 00 TODD 360-461-4300 06/09/2006 08:26 AM DYASUMUR --------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- . FOR OFF1Jl['87/LY BUILDING PERMIT - APPLICATION ate Rec 8 ~" Pennn;l; ;, .J,.-1. . Fill ont COMPLETELY and III INK. Your application and site plan MUST Dm, APP""~ COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 . Date Issued tP. APPbCn Agen,..1})-~.~"dC "'/i) Phone: 3 G6 - b In- b:A l.. 7 Owner: -'1 J;"/*JP /7"tf U 'J LJ / ~ C; Phone' . - \ - - .. CIty-l!&.aJ-> A N~ ~ 1.JL9 ZIp: QtJ'3' I- Address:)rcl5' 5, 1\J..<2..T ArchitectlEngmeerF Y5!" . p~: 6~::;.Ii 'i!'f(' Contract . (4~LJCenSe#~/;"tg x: P9;;fitt,Wf Addres : . _ ~ ':'/ftity:-lj tl~c32J.J7 Zip: _ <j PROJECT ADDRESS ~e ZONING: LEGAL DESCRIPTION. Lot Block: SubdIvision: CLALLAM COUNTY PARCEL NUMBER: 1It>/q37 TYPE OF WORK: SIZEN ALUATION: o ResIdentml /New Constr. oRe-roof o Stove SF. @ $ /SF. = $ d.-- o Multi-family o AdditlOn o Mov~ Garage !'?41 SF. @ $1.- - /SF = $ Z (bOD .::7 ~ '- ~ o CommercIal o Remodel o DemolItion o Deck SF.@$ /SF. = $ o RepaIT o SIgn o Other 'f-JldV c.A1l0TAL VALUATION $ Z4; r;::;oO BRIEF DESCRIPTION OFIJ:Ll!; PROJECT r:1:?fJ;-' MD .~O . OF- t;J('f &T!}JC ~ - COMMERCIAL/RESIDENTIAL: Occupancy Group' Occupant Load. ConstructIon Type' No. of Stories' L Lot SIZe: 17..s ~ Existmg Sq FtlyJC(' ~ & Proposed Sq Pi. i.3 'il-( = TOTAL Sq. Ft3, 5 Cf cJ Total lot coverage ").. J.., l ' % I ,/ PLANNING USE ONLY: APPRO V ALS: PLAN: BLDG: DPWU: ESAlWetland(s) 0 Yes 0 No SEP A Checklist requITed? 0 Yes 0 No Other FillE: OTHER: 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 Coordmator at 417-4815 for aSSIstance. PLAN CHECK FEE: IF a plan check fc<e IS due it must be subillltted at the time the buildmg permit applicatlOn and constructlOn plans are sub1Illtted. All other perrmt fees are due:at the t1D1e of permit issuance EXPIRATION OF PLAN REVIEW: Uno perrmt is Issued witlun 180 days of the date ofapphcatlOn, the application will expire. The Buildmg Officml can extend the t1D1e for actlOn by the apphcant up to 180 days upon wntten request by the applicant (see Section RI05.3.2 of the InternatlOnal Bmldmg/Residenllal Code, 2003). No apphcallon can be extended more than once I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such pennffs prior to ~,4 t ~Date: '~/t~ /0 P T'\FORMS\BJdgPenmtform.Vvpd Applican < cz:::::.- ,"""'" - . , . 8.33 AM 5/15/2006 ~ Initial Information \fto BUilding Width (ft) = 24 Wind Exposure = C BUilding Length (ft) = 56 Wind Speed (mph) = 100 Sidewall Height (ft) = 9 Mean Roof Height (ft) = 11 000 Roof Pitch = 4 Roof Angle = 18 435 Roof Height (ft) = 4000 End Zone WIdth (ft) = 5 Importance factor (lw) = 1 Desian Loads Honzontal Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (osf) Adlustment Load (osf) *** Factor Load (osf) End Zone of wall Ptw = 21.36 1.21 25.85 1 2585 End Zone of roof ** Ptr= -6.05 1.21 -7.32 1 -732 Interior Zone of wall Ptw = 14.17 1.21 1715 1 17.15 Intenor Zone of roof ** Ptr= -338 1.21 -4.09 1 -409 Honzontal Loads - LonOltudlnal Direction I Height & Exp. Adjusted Importance Design Location Load (osf) Adiustment Load (osf) *** Factor Load (osf) End Zone of wall Plw = 15.90 1 21 1924 1 1924 Interior Zone of wall Plw= 10.50 1.21 12.71 1 1271 Vertical Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (osf) Adiustment Load (osf) *** Factor Load (osf) 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 -1578 Intenor Zone Windward roof Pwr= -13.30 1.21 -16.09 1 -16 09 Intenor Zone leeward roof Plr = -9.92 1.21 -12.01 1 -12.01 Vertical Loads - Lonqitudmal Direction " Height & Exp Adjusted Importance Design Location Load (osf) Adlustment Load (osf) *** Factor Load (osn End Zone Windward roof Pwr= -19.10 1 21 -23 11 1 -23 11 End Zone leeward roof Plr = -10.80 1 21 -1307 1 -13 07 Intenor Zone windward roof Pwr= -13.30 1.21 -16.09 1 -16 09 Intenor Zone leeward roof Plr = -8.40 1.21 -10.16 1 -10.16 * Pressures for roof angles were interpolated from Table 160962.1 (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 /~ /,,/ t, ~... ,# .... "---.- ~--- ^ -"- ~ ~~ ~~-- "-'-"<- "----~~~- c -~ -~ ^- , ~,---~-...,,:--~-~~>- CLALLAM TITLE COMPANY 204 SOUTH LINCOLN P.O. BOX 248 PORT ANGELES, WA 98362 (360) 457-2000 To: Clallam Order No ; 96897-A Customer Refere : Clallam Title Company Seller Port Angeles Escrow Buyer/Bo ILLIAMS Attn: Julia Kennedy h, Title Officer SCHEDULE A Effective Date: January 13, 2006 at 8:00 a.m. 1. Policy or policies to be issued: Amount Reorganization Rate (a) ~ ALTA Loan Policy (10-17-92) $135,000.00 Premium $295.00 Extended K Tax 24.48 Proposed Insured: COUNTRYWIDE HOME LOANS 2. The estate or interest in the land described or referred to in this commitment and covered herein is a FEE SIMPLE ESTATE. 3 . Title to said estate or interest in said land is at the effective date hereof vested in: SUSAN L. WILLIAMS, who acquired title as Susan L. Bushnell, also shown of record as Susan L. Baker and GEORGE C. WILLIAMS, wife and husband 4. The land referred to in this Commitment is situated in the County of Clallam, State of Washington and described as follows: Lot 1 of Westend, as recorded in volume 8 of Plats, page 71, records of Clallam County, Washington. Situate in the County of Clallam, State of Washington. -continued- "Jt"~\ . ~r~J ", - I~ 'I" .~ 'e: ' ~ ,'" J! " f:' I, ~ > , \ . J: ~ i- ~' ,I I" ,," .., . ,ltl'l , ,....' ':", L" U"", .:>- L.JI ,,,' ",j, I" . 04 T L::.3 I /,\' ';1\, (,( 1111 il"I: qd , jlllll, ',:i I 'i., ,'j'!<I. "':' 'rl ,T I i' I", I," l'II,'!~,)fi d !iY dli' 11 :'ild '1111/ \11, \ 111' (\1' Ii .11;'" I "11\ 1'1/ , ;" '~:/ /i( , 27121 469'h Avc. P.O. Box 308 Tca,S!) 5706-t il,,j I ,I" " ,"d, :"iJI',I' II ,I i"'II, '"I, ""I , :"1";' " '11,1" I'" - I, /, ~I :j:",\;:i'lrJ,'o Phonc: (605)498-1290 Fa,,: (605)498-1299 I,',' ,,, ,I" 'I'll ","I,I)d i ,I,: 1"'11,"',,1 !:~~,'!~\,;,\'~V,,!I E-mail: cls\(7Uen!!lccsrvcon1 www.cngtccsrv.com " - pi 1/;, 11 . 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'":', ~~7 ~ 1:= >-} (j f. __ L#~_ _ ____ _____u_ __ _ fL --; '_= t..l~ \i'.=J) '-=-.1 f " __ __ _ ___ nu I i:. V _-:. '-'"'l.P Timber Iron Erectors / George Williams Date and Time: 5/15/2006 8:31 :00 AM r10 MCE Ground Motion - Conterminous 48 States Latitude = 48.0000, Longitude = -124.0000 Period MCE Sa (see) (%g) 0.2 150.0 MCE Value of Ss, Site Class B 1.0 060.0 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 150.0 Sa = FaSs, Fa = 1.00 1.0 090.0 Sa = FvS 1, Fv = 1.50 . SD~ -:. ~ c,.>) = /.D . s.ro.= -j. C 0 ~9) :: 0,(0 .: u~ 6.- & 6. I:::"~:r<... ~.J.- T G. c:. LA~ ()~ \J --:;.. I.~. ~D.:> ~ .\-...1 -:. /.;;l~,<o ( , ~ I ) ~I> . ~ S~9~ "~2-1S"1tl<f~(t,*J--t~*ZY'Jt~( - f).- 0/ l- e::nJ Vo.H "'; (lJ ~hear V - ~ '10 ~ \.JfH..~ :: \ 'L~S"X \..Jftu.. ;> s.idekJAL.~ W;(\o s'n~ l2:B> ~ -:... &;,"8 pc..f <:. 133 ,?(..F ~ \~ . . 8.33 AM 5/15/2006 At(O Effective BasIc Wind Speed Wind 85 90 100 110 120 I 130 140 150 I 170 Zone Area 1 10 64 -157 71 -177 aa -218 108 -264 127 -313 150 -36 a 173 -42 7 20 0 1.49 0 I 25 5 -629 1 20 I 61 -154 68 -172 1 83 -212 100 -257 120 -305 140 -358 162 -4161186 .477 240 -613 Roof 1 50 I 54 -148 62 -166 I 76 -204 92 -248 109 -295 128 -346 149 -402 17 1 -461 21 9 -592 0-7 1 100 I 51 -144 57 -161 j 70 -200 I 85 -241 100 -287 119 -336 138 -391 I 157 -448 20 2 I -57 6 degrees 2 10 64 -264 71 -2951 88 -365 / 108 -442 127 -526 150 -617 173 -7161200 .822 255 1-1055 2 20 61 -236 68 -264 I 83 -327 100 -394 120 -469 140 -552 162 I -640 I 186 .734 24 0 I -94 4 2 50 54 -198 62 -223 j 7 6 I -27 5 92 -333 109 -396 128 -465 149 I -538 I 171 -61 6 21 9 I -795 2 100 51 -171 57 -191 I 70 I -236 85 -286 100 -340 119 -399 138 I -4621 157 .531 2021-662 3 10 I 64 -397 71 -445 I 88 I -549 108 -666 127 -791 150 -929 173 1-10771 200 -1237 255 1-1589 3 20 I 61 -329 68 -369 I 8 3 I -45 5 100 .551 120 -656 140 -77 0 162 I -893 1 186 -1025 240 1,1315 3 50 I 54 -238 62 -2671 7 6 I -33 0 92 -401 109 -476 128 -559 1491-6471171 -744 21 9 1 .955 3 100 I 51 -171 57 -191 / 70 I -236 85 -286 100 .340 119 -399 138 -462 I 157 .531 20 2 I .68 2 1 10 I 91 -144 102 -161 I 126 / -200 151 -241 180 .287 212 -336 246 -39 1 / 28 2 -446 36 3 I -57 61 1 20 82 -140 93 -157/114 I -194 138 .235 165 -278 194 .327 224 .38 0 I 25 8 -436 33 0 I -56 0 Roof 1 50 I 73 -134 81 -151 1 99 I -186 121 -225 144 -269 168 -315 195 .365 I 224 -41 9 I 28 8 I -53 8 7 - 27 1 100 I 64 -131 71 -146 I 88 I -180 108 -219 127 j -260 150 / -305/ 173 -35 5 I 20 0 -407 25 5 I -52 3 degrees 2 10 91 -250 102 -28 1 1 12 6 j -34 7 151 -420 180 -500 212 -586 246 -680 282 -780 363 1,1002 2 20 82 -230 93 .259 138 .386 165 -460 194 -540 224 -626 258 -718 330 -922 I 2 50 73 -204 81 -229 121 -341 144 -407 168 -477 195 -553 224 -635 288 -8161 2 100 64 -184 71 -2061 8 8 I -25 4 108 .309 127 -367 150 -431 173 -499 200 -572 255 .736 3 10 91 -370 102 -41 5 1 126 I -51 3 151 -621 180 -738 212 -866 246 -1006 282 .1154 363 -1482 3 20 82 -346 93 -388 I 11 4 I -479 138 -580 165 -691 194 -811 224 I -940 258 -1079 330 -1385 3 50 73 -315 81 -352 I 9 9 l -43 6 121 -526 144 -627 168 -736 195 -853 224 -980 288 -1258 3 100 I 64 -290 71 -325 I 88 1 -402 108 -486 127 .580 150 -680 173 -788 200 -905 255 -11621 1 10 1144 -157 161 -177/ 200 1-218 241 -264 287 -313 336 -368 391 -42 7 I 44 8 .490 576 -629 1 20 140 -149 157 .167 194 I -207 235 -250 278 -298 327 -350 380 -40 5 l 43 6 -465 560 .597 Roof 1 50 134 -139 151 -155 186 I -192 225 .232 269 -276 315 -324 365 -37 6 I 41 9 -432 538 -554 27 - 45 1 100 131 -131 146 -146 180 I -180 219 -219 260 -260 305 -305 355 -35 5 I 40 7 .407 523 .523 degrees 2 10 I 1441-184 161 -206 20 0 I -25 4 241 -309 287 -367 336 -431 391 -49 9 I 44 8 .572 576 -736 2 20 /140 -175/ 157 1-197 19 4 / -24 3 235 -294 278 -351 327 -411 380 -477 I 436 -548 560 .703 2 50 1134 .166 151 -185 186 1 .229 225 -277 269 -329 315 -387 365 -449 / 41 9 / -514 538/-661 2 100 131 -157 146 .177 180 I -218 219 -264 260 -313 305 -368 355 -427 407 -490 5231 -629 3 10 1144 -184 161 -206 20 0 I .25 4 241 -309 287 -367 336 -431 391 -499 448 -572 576 I -736 3 20 140 -175 157 -197 19 4 I -24 3 23 5 / -29 4 278 -351 327 -411 380 -477 436 -548 560 I -703 3 50 1134 -166 151 '185/186 I .229 22 5 I -27 7 269 -329 315 -387 365 -449 419 .514 5381-661 3 100 1131 .157 146 -1771180 I -218 21 9 I -264 260 -313 305 -368 355 -427 407 -490 5231-6291 4 10 I 157 -171 177 -19 1 I 21 8 I -236 264 I -28 6 313 .340 368 -399 427 -462 490 -531 62 9 I .68 2 4 20 1 150 .163 168 -183 I 208 (,226) 252 I -273 299 -325 351 -382 408 -444 468 -509 6001-655 4 50 140 .154 157 -17311951-213-12361-2581281 -307 329 -361 382 -419 438 .480 5641.617 Wall 4 100 134 -148 150 .1651 185 I -2031 224 I -2471 266 -293 313 -344 363 .399 416 -457 53 5 I -58 8 4 500 117 -131 132 -1461Gii)! -1801 196 1 -2191 234 J .260 275 -305 318 -355 365 -407 469 j .523 5 10 1 157 .211 177 -236 I 21 8 1 -292 I 264 1 -352 I 31 3 I -420 368 -492 427 .57 1 j 49 0 .656 6291-842 5 20 150 -196 168 .22 0 I 20 8 I -27 2 1 252 I -32 9 1 29 9 I .39 2 351 -460 408 -53 2 I 46 8 -607 600 I .785 5 50 140 -1781157 -20 0 I 19 5 I -24 6 I 23 6 I -29 8 1 28 1 I -35 5 329 -415 382 -48 21 43 8 .553 564 I -710 5 100 134 .163 I 150 -183' 185 /-2261 224 I -27312661-325/313 1-382 363 -444 I 416 -509 53 5 I -65 5 5 500 1 117 -131 I 132 -1461162 I -1801196 I -2191234 I -260 1275 1-305 318 -3551 365 -407 4691 -523 -<~';""~"'\:" I ~ Ifi i. 1 (;~ i 'T , t ~. _I.. \_ 1-)1 J ~' 'I' 'I,,, "'" ~" _ . . / J .... .. j . 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""" . __ _ ~ .,' ,,' -------- .----- --- -tr'.. -- .. -- ." - - "" -.-:"U':.~'''(S)~Z~'~ I bE>",,(~~ ~C~_ l..~ ~ --.- ._____ __________._ +_ _ _ _ __ _._ _ _. .___________ ___________ __ " - I ~ i ~ _ __ ___ _ __~_~ _ _ _____ __ _~____ _~._ _ ____ ___ _ _+_ _ ______J. J_ ___ _ __ __~ ___ _ ____ __ ._ _ ~_ _~__~_ __~ _+__ ___~ DESi'=-;1,; [)'(__._~.. _ nn.._._ Cf-H::C~~:c-=-Tj S'( ___ ;J~iE" .F-:.~>:-:g;, . 848 AM 5/15/2006 (p [ \0 Timber Iron Erectors 1 George Williams 9' Sidewall Columns DL+SL+WL Bendmg width (b)or (d2) = 6 inches (weak axis depth) from depth (d) or (d1) = 6 inches (strong axis depth) Figure 3G length (11) or (Iu1)= 108 inches (strong aXIs unsupported length) pg 18 length (12) or (lu2)= 24 inches (weak axis unsupported length) 2001 nds Moment (M) = 1968.00 ft*lb E= 1100000 psi (modulus of elasticity) Actual Bending Stress fb = (6*M)/(b*{d^2)) = 656 000 psi pg 16 2001 nds Theoretical Bending Capacity F'b= Fb Co CM Cl CL CF CvCru C1 CrCe Cf= 1073.687 psi Stress Ratio = 06110 Fb = 675 Tables 2001 sup CD = 1 6 duration pg 9 2001 nds CM = 1 moisture pg 53 2001 sup Table 4F Ct = 1 temperature pg 9 2001 nds CL= 0.994 stability pg 15 (see below) 2001 nds CF= 1 size pg 50 2001 sup Table 4E Cv= 1 volume pg 34 (see below) 2001 nds Cfu = 1 flat use pg 53 2001 sup Table 4F C= 1 incision pg 27 2001 nds I Cr= 1 repelitlve member pg 27 2001 nds Ce= 1 curvature pg 34 2001 nds Cf= 1 form pg 15 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 +(F bE/F b *) )11 9)-(sqrt( (( 1 +(F bE/F b *))/1.9)^2)-( (F bE/F b *)/0.95))) = 0994 KbE= 0300 F *- 1080.0 b - I = 194.040 E'= 1100000 0 e lu to fmd Ie = 108 IJd = lu1/d1 = 18 R 2_ 32.3 B - (chose higher one) lu2/d2 = 4 FbE= 10204 1 Cv = KL*(((21/L)^(1/x))*(((12/d)^(1/x))*(((5.125/b)^(1/x)) = 1 148 (If greater than 1 0 use 1.0) KL= 1 (for Glue Lam Only) L= 9 x= 10 (20 for SYP, 10 for everything else) . 8:48 AM 5/15/2006 -11\0 total load live load . w= 194 00 plf 194.00 P= 0 Ibs 0 Deflection 1= 108 In^4 108 Allowable (L/360)= 0.3000 Allowable (L/240)= o 4500 must be less than allowable Allowable (L/180)= 0.6000 live load only Capacity = (5wL ^4)/(384EI) = 0.2411 uniform load 024 Capacity = (PL^3)/(48EI) = 0 point load @ midspan 0 w ratio P ratio w ratio P ratio L/360 stress ratio 0.80 0 (live load floor) 080 0 L/240 stress ratio 0.54 0 (total load floor, live load roof) 054 0 U180 stress ratio 0.40 0 (total load roof) oAo 0 L/12o stress ratio 0.27 0 (total load roof) 027 0 U90 stress ratio 0.20 0 (total load roof) 020 0 U600 stress ratio 1.3392614 1 33926136 U480 stress ratio 1 0714091 1.07140909 Deflection = LI 448 .8.49 AM 5/15/2006 9 \,0 Timber Iron Erectors / George Williams . 9' Sidewall Columns DL+SL+WL CompressIon width (b)or (d2) = 6 inches (weak axis depth) from depth (d) or (d1) = 6 inches (strong axis depth) Figure 3G length (11) = 108 inches (strong axis unsupported length) pg 18 length (12) = 24 inches (weak axis unsupported length) 2001 nds Area = 36 Inches2 Force = 5760.0 Ib E= 1100000 pSI (modulus of elasticity) Ke= 1 Effective length (I e1) = 108 Inches Effective length (I e2) = 24 inches Actual CompressIon fc = Force/Area = 160.000 psi stress ratIo = 0.329 Theoretical Compression Capacity F'e = Fe CDCM Ct CFC1 Cp= 486.1899418 psi 17502.8379 Ibs Fe= 500 Tables 2001 sup CD = 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 C1= 1 incision pg 27 2001 nds CT= 1 pg 29 2001 nds C - o 8455 pg 19 (see below) 2001 nds p- Cp = (( 1 +(FCE/Fc*))/2c)-(sqrt(((1 +(FCE/F c*))/2c)^2)-((FcE/Fc*)/c))) = 0.8455 enter values calculated KeE= 0.300 F*= 575 e c= 0.8 E'= 11 00000 I,/d = 18 chose the higher between (le/d1) and (le2/d2) le1/d1 = 18 (used to calculate F cE) le2/d2 = 4 FeE1 = 1019 F eE2= 20625 Bending and AXIal Compression = 0.83 (must be < or = to 1.0) (fe/F e')L+f b/(F b'( 1-(fe/F cE))) " 9 15 AM 5/15/2006 GIRT - Girts & Purlins q\,O . W ALL GIRT DESIGN: LUMBER TYPE: I LUMBER DIMENSION. GIRT SPACING = 32 (m) hF#2 2X6e POST SPACING = 12 (ft) Fb= 850 (pSI) AREA = 8.25 m^l DESIGN LOAD = -22.6 (pst) Fv= 150 (pSI) Sxx= 7563 m^3 CH= 1 5 E= 1.3 (pslIle6) Ixx= 208 m^4 * (F - flat use & E - on edge use) - BENDING w= 6027 (pIt) Mmax = 13018 (m-Ibs) fb= 1721 (pSI) <-actual bendmg stress LOAD DURATION - Cd = 1.6 SIZE FACTOR - Cf = 1.3 <---- MSR & SYP = 1 0 FLA T USE FACTOR - Cfu = 1.00 OTHER SAWN = 1.3 BENDING REPETITIVE USE - Cr = 1.00 RATIO F'b = Fb(Cd*CL *Cfu*Cr) = 1768 (pSI) <- allowable bendmg stress 097 SHEAR V=wL/2= 362 (lbs) SHEAR fv=3*V/2*A= 44 (pSI) <-actual shear RATIO Fvl = Fv*Cd*CH = 360 (pSI) <-allowable shear 0.12 DEFLECTION D EFL. delta allowable = L/120= 1.20 (m) RATIO delta maximum = 1 04 (in) (I-span) 087 CONNECTION IF GIRTS ARE FLAT ON POSTS USE' 16d - Hardened Steel Rmgshank Nalls 5 - per Post / GIrt ConnectIOn (note: alternate gIrt slices at posts) IF GIRTS ARE ON EDGE BETWEEN POSTS USE' pre-manufactured JOiSt hangers or blockmg between gIrts THEREFORE USE: hF#2 2X6e @ 32 " ole - 9 16 AM 5/15/2006 PURLlN - Girts & Purlins tOlro ROOF I)URLIN DESIGN~ PURLIN SPACING = 192 (m) PURLIN SPAN = 11.25 (ft) I PITCH I RAD I DEG I COS I SIN I ROOF DEAD LOAD = 5 (pst) I 4 0.322 18.4 I 0949 0316 . ROOF SNOW LOAD = 30 (pst) ROOF WIND LOAD = -31.9 (pst) <- area wIthout dIscontmuity LUMBER TYPE: hf#2 PURLIN DIMENSION* 2x6e I * (F - flat use & E - on edge use) Fb= 850 (pSI) I DIM. I AREA I Sxx I Ixx Fv= 150 (pSI) , 2x6e 8.25 7.563 20.8 E= 1.3 (pSI/1 e6) I SNOW LOAD I WIND LOAD I wt = snow + dead/cos = 4.70 (ph) wxx = wmd + dead/cos = 362 (ph) Mxx = wt * cos * L ^2 / 8 = 10713 (m-Ibs) Mxx = wxx * L ^2 / 8 = 8249 (m-Ibs) fbxx = Mxx / Sxx = 1417 (pSI) fbxx = Mxx / Sxx = 1091 (pSI) Cd= 1.15 Cr= 1.15 Cd= 1.60 Cr= 1 15 Cf= 1.30 Cfu= 1.00 Cf= 130 Cfu= 100 Fbxx'= 1461 (pSI) Fbxx'= 2033 (pSI) I SNOW BENDING RATIO = fbxx / Fbxx' = 0.97 , WIND BENDING RATIO = fbxx / Fbxx' = 054 J SHEAR Cd= 1.15 CH= 1.333 deSIgn load = w = 4.70 (ph) F'v = 2299 (pSI) RATIO purlm end reaction = 317 (lbs) fv= 57 7 (psi) 025 DEFLECTION delta allowable = L/180 = 0.75 (m) RATIO deSIgn load (ph) = 4.70 delta max. = 5wL^4/384EI = 0.75 (m) (I-span) 100 delta max. = wL^4/185EI = 0.31 (in) (2-span) 042 CONNECTION IF PURLINS ARE ON EDGE BETWEEN TRUSSES USE: pre-manufactured JOISt hangers IF PURLINS ARE ON EDGE ON TOP OF TRUSSES USE: (I )-60d nngshank naIl per truss, overlap purims 1ft Mm each SIde of truSS and naIl purIm sphces with (3)-16d naIls IF PURLINS ARE FLAT ON TOP OF TRUSSES USE: (2)-16d nngshank naIl per truss, use blockmg on SIde of truSS for naIling surface THEREFORE USE: hfi/2 2x6e @ 19.2 " ole 0 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of2 Index ! Contact Info Search ! , "@__",>>",,,.1 Home Safety Claims & Insurance Workplace Rights Trades &: Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber .N "<<>' , y ~<." ~jntec Eriendl y_'LelstOJl General/Specialty Contractor A business registered as a construction contractor with Lal to perform constructIOn work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liabILIty Insurance. , ~ '^ ~ License Information ! License TIMBEIE952QC Licensee Name TIMBER IRON ERECTORS Licensee Type CONSTRUCTION CONTRACTOR UBI 60056 7825 _'LeJ:liy_Wo(~e[s_CQOJ p_~(elJ\tulI1 SJatl!s Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 POBOX516 Address 2 City CARLS BORG I County CLALLAM I State WA I Zip 98324 I Phone 3606706227 I Status ACTIVE I Specialty 1 GENERAL I Specialty 2 UNUSED Effective Date 11/3/2005 Expiration Date 11/3/2007 Suspend Date Separation Date Parent Company Previous License Next License i Associated License https://fortress.wa.gov/lni/bbi p/Detai1.aspx ?License=TIMBEIE95 2QC 5/19/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of2 Business Owner Information Name Role Effective Date Expiration Date I RICHARDSON, DAVID P OWNER 11/0312005 I , "" ~~ '>OH Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date ACCREDITED SURETY 8: Until #1 CAS CO 10042939 10/3112005 Cancelled $12,000.00 11/03/2005 Savings Information No Matching Information I ~ h N~ Insurance Information Company Policy Effective Expiration Cancel Impaired Received I ' Insurance Name Number Date Date Date Date Amou nt Date UNDERWRITERS 11/03/20051 #1 AT LLOYDS PFK029909 10/31/2005 10/31/2006 $300,000.00 Summons / Complaints Information No Matching Information ~" SJar::ULNpw SeaLcb Printer Er:lelldJy-Version About U:t! I Fino a at La! I Informacion en I Sito Feedback I 'l.800~547-B367 " ,,;~~Sl..::.~~\ : W<j"hlly;tO" S,d,' u('P~ ('[ Laho" ,rd 111((,;lnc; U',e> O' trr; ,Ite> I" ,l.hj('CI to ,he> ,aw" 81 tho (}-. .....washington \L1!, 0' V"',l\fl1 ~:t G' AZ(Cf3(J /"qreem,::'llt ,)QYdCv (~Hd r;~\i ~IL'r :)l<,!t rflP1, I IlltCf,d('1.c Lh('1.!(':Ixtz':'-.indt (OPtPl1 Dohz'{ I \j,,,lt ,1((1"\'>, 'NIL SOV Sta't Uill" Imk https://fortress.wa.gov /lni/bbip/Detai1.aspx ?License=TIMBEIE9 52QC 5/19/2006 Engineering & Technical Services Inc. Duane Boice P.E. President STRUCTURAL CALCULATIONS COVER SHEET DATE: 05/15/06 FILE PROJECT: Timber Iron Erectors PROJECT LOCATION: Port Angeles, Washington E.T.S. DESIGNER: Curtis Smith CONT ACT: Dave Richardson Comments: LOADING: ROOF LOADING: 30/5/0/5 WD LOADING: 100 MPH, EXPOSURE "C" SEISMIC SITE CLASS: D2 Note: THE SEAL AFFIXED TO THIS PAGE APPLIES TO THE COMPLETE SET OF CALCULATIONS. I www.engtecsrv.com '~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION nl EAST 5TH STREET. PORT ANGELES. WA 98:\62 ~ --...... .....- , ...-.. Application Number 06-00000825 Date 8/09/06 Application pin number 447975 Property Address 1615 N ST ASSESSOR PARCEL NUMBER 06-30-01-5-2-0000-0000- Application type description ELECTRICAL ONLY Subdivis~on Name Property Use Property Zoning . UNKNOWN Application valuation 0 Owner Contractor ------------------------ ------------------------ WILLIAMS, GEORGE OWNER 1615 S N ST PORT ANGELES WA 983631517 ---------------------------------------------------------------------------- Permit ELECTRICAL ALTER RESIDENTIAL Additional desc OWNER/ GARAGE Perm1t pin number 83634 Permit Fee 48.50 Plan Check Fee . 00 ~ Issue Date 8/09/06 valuation 0 Expiration Date 2/05/07 Qty Unit Charge Per Extens10n " BASE FEE 48.50 ~ ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48 50 48.50 .00 .00 Plan Check Total 00 00 00 .00 ~ Grand Total 48.50 48 50 00 .00 ! , r I .' 'l I I i' -' i I - I .>, ': 'I . - , ~... ~ : COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINlMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE I DATE I ACCJtP'fED COMMENTS II YES I NO II DITCH II RUUuH-lNIV CUVER SER VICE II II FINAL II l/dl/olh6 I~I II , I II ! II I II II II GENERAL COMMENTS: II - .PW-II02.\5(4I961 . , \) ", it , ~ . . ' [' -" l~"' .. ., ~ -' :r' 'j " .~ ." 4' ..... 't. ' . '. ; ~ : . + i N i = O~!~~~ - ~'ii . N STREET U) olI!3jl} - ClO C'oI () z...l~h \)l ~id: I~ 1 10' 1 t$.5-' I ~ ~ ~ g y u "0 c:; N l- ------ ~--I ,---- I I I I I I I t I I I I EXiSTING t I CARPORT ill d) I I ~ r I I 1: I <[ I - I EXISTING l-lOUSE OC --1 I --1 I I I <[ ~ 3 I t I I ~2 I I I I ill I t I I 3 ~ I I EXISTING Sl-lE~ I ill ~ :1 j 1;-1 NEW GARAGE I WITl-l (2) CARP?RTS Z 0 <[ ill ~ ~ U\ N DESCRIPTION ~I CITY lOT AT 1015 N ST. I I ~I ~ SETBACK_} 7'l !,.. 7" ~ SETBACK ~ ~ '1 / ~ 1 I IS t i i I I ~ ~ 0 15 30 I U ~ru-L.J hi I ~I i ~ ' I t NORTl-l SCALE: I" =30'-0" I -.\) II I I ~I I !~, SIT E PLAN I SITE PLAN I 1 \ 1" = 3'::' - C DRAWIN':::;' No of , V1 10' . ~' A-4 I' " PRu.u T No o \D~_R'l2'\MUJAItoIS\S1T[ ;<-14--2006 S'o- 4J om PH AUG 01 2003 13:40 FR TRAFTON B 253 471 1324 TO 13604174709 P.02/03 ~ l<@ ;n "j?:\; ~ 'red ~ "":\\~:P/ .".., " .. -,:,."^t,:,:;; I! " :;,\~';: RJIlUCWo~& " ..C'"."'" ~ ...u -- .,"~ :{r;~ 'A~ ,. .-. -- >~:i.: ",' .,'u' . ':..":.(;:f~j \ .' ',~~ -; I . <, '" .'~~.,'."., ,"' " . t.,"" ~. Permit To Perfonn Work In Street Rilht-of.Way :/:'~?ji: '. ;':.,'(~~'W~~ ---'-' , --:.' """,':;'.:,:.~ APPLICATION is hereby mode to he municipality of PORI' AF=J:'~ _ to perform work as " :::"',:: . ';',' nored hereon and as ,-hown on altac ed drawing: ,:"; "PLEASE. A\(AC#Eb ..5t<.Eli:lt#" WG0304269/452M,:?'i:,) ," ,~ " 'I",'" P1acrnent of buried serv ce "ire for our customer at 1615 S N St. "'''''~ ;,:'/:;:;: to include a 30 foot ro d push: V2,^ _:~ 130'<::::: ,'\<(;t1: r~~ ():J . " .\\": ~l "~, ,\ ~ ,I!,~' ";,. ,-,,-;:~/-:; . ';,:~::: ;'\(::;:;;~ A.......ed. I " , ',,",,,,,, ", Water Deputnlent - SUpertrltllndent'''::: '::';:'; ',.:/:!, ::;; " ::: <:..\~t;,\/.'~;1 Sewer Depanment - Superintendent "''-'.:':':~f'::<;,:' " ~, :'. .~ ,:l /,~.' . "\'" I 'j~ a< , The estimared time for'completian f the abl've work is ID DAV~ AFT'efL. ~i:',:'r';'i:\t;; I ,'",,, I ','~.I~~~ Date 8-1-03 I By Ryan M. Fuqua (1/:': Phorie:153-473-0788 l Contractor x Owner ",,' :':.~:>:): ~ 1;1.,,/. ,-AX, 2- n- 'Pi- I~Z'i i Qi{est ESW Dept. .,'P;::1,' t 78.S0P S Traf bon street ",;:"{",;o;;:"~:,, THE ABOVE APPLICATION IS HE EBY GRANT1'hcSUBjE~ T091p~~icANT'S:i:;:,:;'~i;~ Complying Wilh all Municipa Ordinances; Notifying the Streer Superin endent of the time the work will star:, and wilen ir will flnWl; "',', Pro~cutin8 the work with di igenee and with duCl. respect to all property. eontr.u::ts. persons' nghts and [he inrerestS and c nvenienee of tile P\lblic; Saving tne Municipality l1a less from any and all domalllla which rnay accrue ro any penon or pro pliny because Df this i sral1aticin o[ the maintenance thereof; CDmplying , " ",',';, Do<, g;! BV J~:;r~ .A~; , , ... .... ,.': \ ;:(1,\:;-*, :'i ; ~.. ?:'l:: ~;'~~~~~~~, AUG 01 2003 13: 41 FR TRAFTON B 253 471 1324 TO 13604174709 P.03/03 , , I '. . .~...)t!~1 Qwest Job # WD[/J3 ~ '1l' I~ 1'152 ;V} , , I .:;'',,',;:::;:: .1':',,'h', , ::":::+~~~!~~i ";/"\<,. ';>; ; '":.':':~~. , ..;v'{~~.,.:;:; , . ",,~,:.~,:~'~\' ~,,/~,~,~,~., , " l- . ,.,.'"" U.l ...' :'::~\;~\iiti~~li l'-l ~ I- "ZO U\ .. 6. ; 1'15 <: .':.~~i<~f :J: l- ,i', ',:<\\~:;; :> ., , , , J.. ,. , , '" ! :"': ',' '.'< :;:,/i'~ lr~n(h Detail ,; ,\~, (\\'."'~ ISection: b. .' ::",)4::f~ . '''''''\1'1 )' ' "\' ~, 3' rrownship' 7j}/V ", ';~' 'i,,!;,.j . '~""'- 1 ' IRange b Lv ;~\::,'i; _", .", "~r ." This r1quest for permit is for t e placement of underground telephone service wire to " .>~ " ",:.".::~} our customer at the following dress; I ' ,'" ,l ,;' , ,~~. Ihl5 ",Ou7H N <~rET ". This work will require; ,," " Trenching in the R/W (total fo tage) ?' " I "I,(J' :"':;:'..f1 Push or bore 2 inch PVC 0, B1 under roadway (total footage) . ". 'j : ...:.,;:., '~;;. : 1',',,''- ,':',' Push or bore 2 inch PVC or BI under driveway (total footage) d ,., - t. Push or bor-e 2 inch PVC or BI unde, multiple driveways (total footage) fIf . \':'I~~~\ ,', .. ,.:;.\1: 'All crossings and ROW work at 36 fChes. "',..:" , . ,- "All pits and trenching requires sele t fIll. . ~, r' 'Backfill road bores with CDF. I ,. '.' , .;:. )'?';~>~::~~~~\:~ ".. "'.;; , ,...' ,,\1.;;; f. .' '_, ".. "~' <, ,;1)', ' ~: ** TOTAL PAGE.03 ** AI1ACH JACK BRACE 2X6 rlr#2 & tll~ ' HF#2 2x6 PURLlNS TO TRUSS WITH PURLlNS @ 19.2 O/C CfJ. @ 19.2" O/C IN SIMPSON INVERTED HANGERS IN SIMPSON LUS26 CfJ. ~ 56' LUS26 HANGERS OR EQUIV. ANGERS OR EQUIV, ~ ~ 3 29go ROOF STEEL 0 ~ <t. , <t , <t 81 29go ROOF STEEL E--i ~ r~., 12' 12 12 ATIACH _= ... U ~ ~ ... - ~:J W/ (1 )-5/8"~ BOLT W/ (5)-20d's ~ ~ "-./ & (4)-20d NAILS ~ ~ '" ~ I EACH SIDE ;:$ .' CfJ. Z 6x6 HF #2 TRT. COL. ?., ~ <t1 I / 24"(Ilxa" FOOTINGS, ~~'.~ . TYP. SIDEWAllS, U.N.O. 0 ~ ~ . I 2X6 JACK BRACE . ~ CfJ. o 12' (W/ 2x4 STRONGBACK ~ ~ c..? ~ I ~ 2x6 BEARING BLOCK OR "1" BRACE) ~ Z:::::> I ~ '<t EACH SIDE W/ (8) ATIACH TO COL. f""o? ~ ~ 0 81 29go. WALL 20d NAILS EACH SIDE W/ (6)-16d's ~ c..? "-.,. STEEL. ~ ~ I ~ 6x6 "HF#~ TRT. COL. FASTEN GIRTS TO 2X6 HF#2 ~ BTR ~ .E-t <t1 6x6 HF#2 TRT. COL. WI 18 (Ilx6 FOOTINGS, POST W/ SIMPSON GIRTS @ 32 O/?, ~ 0 ,~ . ~ if1 24' <t / 18"(Ilx6" FOOTINGS, TYP, ENOWALLS, U,N,O. <t 9' LUS26 HANGER OR EQUIV. FUR OUT 1 1/2 FASTEN GIRTS TO ~ ~ 0 E:3 TYP. ENDWALlS, U.N.O. POST W/ SIMPSON ~ c..?" ~ W ~ I 2X6 HF#2 & STR ~ 6X6 HF #2 LUS24 HANGER OR EQUIV. .....I ~ 6x6 HF #2 TRT. COL. . . I-- ~ I 24"(Ilx8" FOOTINGS, GIRTS @ 32" O/C TRT. COLUMNS 29go',WALL ..:.: z - I TYP. SIDEWALLS, U.N.O. ~ 1 E.E.L ________ <.) Q I-- .. uJ 6X6 HI- #2 ...., ~ ~ ~ 12' I 8 12' 2x6 TRT. SPLASH I:3D. TRT. COLS. 0 <.) I..&.J <X: I '<t w/ (3) 16d HOT, 2x6 TRT. SPLASH BD. 0:::: 0 I <.) , , DIP GALV. NAILS CONC. FLOOR w/ (3) 16d HOT CONC. FLOOR a.. .....I (/') (/') I a'x7' 8'x7' a x7 / BY OTHERS DIP GALV. NAILS / 8Y OTHERS O.H.D. O.H.D, O.H.D. .. ". ". 'f' " : .' ". -. '. '. . , . .. - . GRADE -' '. ", . . '. "', . ... ..' ,.., , .... ' . "',," ',' ;.,.............., ~..........-\.... "... \.,.....~... ~... "" " . - '. . '. '. 1.,' . '41 ":, . 'J' 'r ' I II .,.'r.'~..'"!'~"",,,,,,,,,,,,,,,,,,",,,,,,,,,_,,,,,,, GRADE .lJ.111' "~"''I:'"f-''''-''''''''''''-''~'''--''' u ........ "'i"<...~..,......... ~...''),''--''''-;, ".1~...." ....... ,I... .,....~ \'. , .. ~ _.....~.. ...~.. ......:.... ~ .. .. .,. z II '," ..~'t'...' t ............,~... .........,..'\ "i.....,...'.;l.';~i "'1'\'.. ...........".............. <....~..................."".-:... ....~........- - ...-, . ",.' . . . ..' . ., ',,~'" "" .... . .~.... ",",,"'f"t . 1 t .. -1"\~'-" ... . ~ -I ..,.....'...........,.. .,,'....,..,,' - H '. ",' ': - ." ,i.. "..1 I I BACKFILL W/ GRANULAR 6 MIN """ . 6" MIN . ui - - - -. - - MATERIAL THOROUGHLY 4' GRANULAR BACKFILL WI GRANULAR 4' ~ GRANULAR ~ 5 ~ <t <t i <t 4 IN LAYERS NOT MORE COMPACTF:D BY TAMPING ~ MBEDMENT ~ w ffi 3 THAN 8" IN DEPTH. IN LAYERS; NOT MORE '" " c.> 0 ~ 81 THAN 8' IN DEPTH. (2)-12 TRT. 2x6 . ~ cll:l 0<{ (2)-18" TRT. 2x6 UPLIFT BLOCKS W/ li5 Cl ~ .. CW BUILDING LA YOUr PLlFT BLOCKS w/ (6)-20d GALV. NAILS EACH ~ ~ n 81 SCALE: 1/4"=1'-0" +- -i' (6)-20d GALV. NAILS EACH c.> ffi . ~ 24"'" ~ w '" Ii:! z 0 _ z c.> Cl -< I I8r - - - - - - _ _ f3\-IYP : SIDEWALL ~ T:YP. E,NP'IV ALL {:. ~ ~ I \ 81 ) SCALE: 1/2"=1 \.gJ SCALE:.,,1/2 =1 -0 ~ ...J ffi I ~~ <( '~ 0::: _ ;:) C> I ~t) ffi ::i ;:) . I t.:l 0::: CD NOTES: Z .... g no I 1. ALL TRUSS LATERAL BRACING MUST. BE INSTALLED . ~ II) N rt~lJl ~ PER TRUSS MANUFACTURER'S SPECIFICATIONS, IF ...: 81 MATERIALS TO USE AND CONNECTIONS ARE NOT :t: ~ I , CLEAR, CONSULT A REGISTERED PROFESSIONAL ENCINEER. S! 2. ALL LATERAL BRACES MUST BE PROPERLY CONNECTED 0:: 81 I 'I TRUSSES TO A LOAD CARRYING DIAPHRAM TO PREVENT EXCESSIVE ~ , r LOAD ACCUMULATION. CONSULT WITH A REGISTERED 0 ~ BY OTHERS PROFESSIONAL ENGINEER IF THERE ARE ANY QUESTIONS. U 3. ALL TEMPORARY BRACING FOR CONSTRUCTION IS THE JACK8RACE JACK BRACE RESPOSIBILlTY OF THE GENERAL CONTRACTOR. CONSULT i ..-- WITH A REGISTERED PROFESSIONAL ENGINEER IF THERE ARE ANY QUESTIONS. I 4. ALL FASTENERS INTO TREATED WOOD MUST 8E DOUBLE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. I 5. WINDOWS AND WALK DOORS EXACT LOCATIONS BY OWNER, OR G'C' I-- I GEN. NOTES & SPECIFICATIONS: I LOADS: ROOF LOAD - SO/b/0/5 - I WIND LOAD - 100 MPH "c" EXPOSURE SEISMIC DESIGN CATEGORy - D2 . ~ _ _ _ _ _ _ I I I5q I {;( I CODl: 2003 IBC &. APPLICABLE STATE CODES ] '" SOIL: ASSUMED SOIL BEARING CAPACITY EQUAL TO 1500 PSF. D ATE: 05/ 1 5/06 r #12 x 1 SCREW r #12 x l' SCREW r #12 x 1-1/2" SCREW . EXT. STEEL: WALL AND ROOF STEEL ARE TO HAVE A MIN, FINISHED D W N BY: C LS ,.-' "v-\..,. .~ ""~ ..,/"'\.'l" "'~w. "'~ ~"v-\."" / THICKNESS OF ,0166" AND A YIELD STRENGTH OF 80KSI DES I G N Bye L S (2~ ROOF FRAMING LAYOUT ul r r 11' ~ Ii' u I u ij ~ If ~ 1 T MINIMUM. THE,SIEEL IS TO HAVE A 25 YEAR : \ <81 SCALE 1/4 l' SPLASH BOARD AND EAVE SPLASHBOARD AND TOP CHORD RIDGE AND EAVE MpAERNUMFAANCTFUREpRESC WARRANTY. ALL STEEL IS TO BE ATTACHED C HK B YDD B ~ : .. -. S IFICATlONS U.N,O ON PLANS. . : ... -' WOOD: STRUCTURAL FRAMING - HF #2 OR BTR, U.N.O, REV: r#12 x 1" SCREW r#12 x 1" SCREW #12 x 1-1/2" SCREW COLUMNS.. HEM FIR #2 OR Bm. CCA TRT. 0.60 , , r GLU-LAM BEAMS - 22F -5V OR EQUIV. f1Lr, I"Cl!k'\rTS~20(,G\11rob"lronr"'lors\Geor9'W;Jlioms I r'"'J" ~. ~ ./'Vo /'""""\.m Fh=2200pSi Fv=270psi E= 1 ,SOO,OOOpsi 1 11 r-- -., 11 ~ ~ "'f / LVL BEAMS - E=1,900,OOOpsi, Fb=2,650psi, Fv=265psi MIN. AI L WOOD IN CONTACT WITH GROUND OR FOUNDATION ALL INTERMEDIATE GIRTS ALL INTERMEDIATE GIRTS ALL INTERMEDIATE PURLlNS SHALL BE CCA TREATED TO 0.60 RETENTION AS PER MANUFACTURER'S ASSAY. ALL HANGERS FOR WOOD . COMPONENTS ARE TO BE SIMPSON OR EQUIV. #12 x 1" SCREW #12 x 1" SCREW #12 x 1-1/2" SCREW . ALL HANGERS AND FASTENERES AGAINST OR INTO TREATED r @ 8" OIC r @ 8" OIC r @ 8" Olc WOOD TO BE HOT DIP GALVANIZED. /'''\In /'''\In ~ CONCRETE: CONCRETE SLABS SHALL CONFORM TO A 28 DAY STRENGTH 'l r- 1- r- . OF 3000psi AND F00TINGS TO A STRFNGTH OF ?500psi. CONCRETE DESIGNED IN ACCORDANCE WITH ACI- 1 - CORNERS AND OPENINGS CORNERS AND OPENINGS BLOCKING OVER GABLE END STANDARDS, 3 8 99 SHEET NO.: SIDEWALL STEEL ENDWALL STEEL ROOF STEEL TYP. FASTENER PATTERN TYP, FASTENER PATTERN TYP. FASTENER PATTERN S .1 W DIAPHRAGM DETAIL S 1 SCALC: N.T.S. -- - ................ '. , , . - CITY OF PORT ANGELES 0 . LIGHT DEPARTMENT ELECTRICAL PERMIT N. 15973 II -I /:6 Port Angeles, Washlngton.............._.........................................__..., 19........ In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mIssion is hereby ~~n70 do electrical work as listed below. Address ._.I~/~..................~....~.._.........____............ Occupancy.......4~_....................._.. O~~er ........x~-;2"'f:1-,ij;;/'.:,K.--..o/~... TenanL..........____................__.............___.................._.. Wmng Contractor .._..,__..(J..~......._.._.~"',...~__....___... By.._......................................._......_................... Light out1et8__._hh___../~~...._.___.... Service, volts ....................................... Type or Wiring: Receptacle Out1ets......~~m_____...... No. wIres ........................__............. Armored Cable ..._........_.mn........... Dryer, KW nn._~..n..n__.h_____.____.__n_.__. Size wlres..................................._.. Non-l\letalltc .........-...--_................. Range, Kw../2.................... MaIn fuse ................................. ::: :~::I:.::::::::::::::::::::::::::~::: Water Heater: Enclosure .........-...........-....--........... M talll T bl ____ e c u ng .___h....n............... KW.._.._..y!~h.mmmhm__m mm. Type of wiring: Raceway Heat: Kw.....I-./1~.Ql3...........mmm.. Entrance Cable ....00000000.00.. Circuits. Llg~;:::::<:::::::::::::::::::~:~:~:: Motors: size, volts and phase: Rigid Conduit ..............-........ ....... Utilitj' .._...0.............._.................... ,...-' Metalllc Tubing Heat mnY..n................................... -........................................................ ................. ......... ::L.. Current transformers: Range .._...._m........................__._____._ ......n_..._.__...._.........._.......................... No. & Size....................................... ~rater Heater ..~....._.__.n..___...... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::: :::"::::::.:::.:::::::::::::::::::::::::::::. :,:::~...'."~f.'.:::~::::::'.:::'.:::::::::::.:::: .._......__.-.--....--.--.-............................- Furnace .._........._._..._......'_........._.._...... Ser. No..._____ .....h....__....__...___....______.. Total Load.....................__...... Sec. No........ "".................."............... Total ....~l;;.;!'........................ Remarks: ........--.r<?!' J7j. ":::,..............G~L.....-....................................._...............................m.... .....nn',,__n'_'_n_nnnnnnnn.____nn.__.nn_n.nnu.__u_u.u..nuunu__..u__u~_d___.____.____.n___.h..h.nnn____n.____nnnu__nunnu..__nn .:~i~~~.~.__~~~.~..~-_~..~.-....-...::~.~.~:~~~.~.~.~~~.~.......~~..~......-.-...---..-::...:.q<Z?~r:Z:~ ;/ #cL NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work Is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ..- , ~ ELECTRICAL PERMIT N? 15973 Address_................._...................._._......................................................d....._............__.._.__.__.__._..Date..._....._...._......_.........._......_......_....__... Owner _.................................._......_.._......_......_..__........h.._......h_...._....nn._.n..n..._.._....... Tenant....__nn._n_n...._nn.._....._._..nn.................n_...__ Wiring Contractorn__..n..nn_.__n___............_n.._._.__._.._......_...__..nn..._...__......._..n__..nn..........._......... By.nn..................................._..........n___.._n. NOTICE-Current must not be turned on unUl Certificate of Inspection haa been issued. If work is to be con. cealed due notice must be given the Inspector so that work may be inspected before concealment. .. 1M Olympic Printers, Inc.