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HomeMy WebLinkAboutBLD1994-00333 JEFFERSON COUNTY BUILDING PERMIT Jefferson County Permit Center Castle Hill Mall 621 Sheridan St. Port Townsend, WA 98368 206-379-4450 PERMIT # •BLD94-0333 DATE ISSUED. : 06/20/94 SITE ADDRESS: 6454 HIGHWAY 20 :PORT TOWNSEND, WA 98368 OWNER *DONALD MOORE PHONE: 385-3137 MAILING ADDR:4831 S DISCOVERY RD :PORT TOWNSEND WA 98368 CONTRACTOR. . :R V RICHARDSON PHONE: 683-6216 MAILING ADDR:PO BOX 2498 :SEQUIM WA 98382 CONTR. LIC #:RVRICC*088KH EXPIRATION DATE: 06/01/95 LOAN LENDER. : MAILING ADDR: • PARCEL NO. . . : 001332015 LEGAL DESC. . :STR 33-30-1 WWM, TAX # LOT 8 , BLOCK DESCRIPTION OF IMPROVEMENT: CARPORT ( ) f ootinq/Be bac s (Shoreline Setback) : ( ) Foundation: ( ) Underground Plumbing/Underground Insulation: ( ) Framing/Plumbing/Chimney: ( ) Insulation: ( ) Sheetrock: ( ) Sewage Disposal System Final: ( )e.1.17-21/Occupancy Approva • api,o ,. / CALL 379-4455 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS Office Hours 9 a.m. to 4 :30 p.m. Inspector's Hours 8 - 10 a.m. 24 Hour Recorder for Inspections 4 . S JEFFERSON COUNTY BUILDING APPLICATION Jefferson County Permit Center Castle Hill Mall 621 Sheridan St. Port Townsend, WA 98368 206-379-4450 PERMIT # •BLD94-0333 DATE RECEIVED. : 05/25/94 SITE ADDRESS: 6454 HIGHWAY 20 :PORT TOWNSEND, WA 98368 OWNER 'DONALD MOORE PHONE: 385-3137 MAILING ADDR:4831 S DISCOVERY RD :PORT TOWNSEND WA 98368 CONTRACTOR. . :R V RICHARDSON PHONE: 683-6216 MAILING ADDR:PO BOX 2498 : SEQUIM WA 98382 CONTR. LIC #:RVRICC*088KH EXPIRATION DATE: 06/01/94 ARCHITECT/ . . :CONSOLIDATED ENGINEERING PHONE: DESIGNER *PO BOX 2321 MAILING ADDR: :BREMERTON WA 98310 PARCEL NO. . . : 001332015 ALT: CONT: NA: _ 4'(. LEGAL DESC. . : STR 33-30-1 WWM, TAX # WATER LOT 8 , BLOCK , SHORELINES: BY: DATE: DESCRIPTION OF IMPROVEMENT: CARPORT BUILDING TYPE 'GAR BEDROOMS--- BATHROOMS-- MAIN FL. . . : 0 sf TYPE OF IMPROVEMENT:NEW EXIST. : 0 EXIST. : 0 ADD'L FL. . : 0 sf GARAGE/CARPORT • PROP. . : 0 PROP. . : 0 HTED BSMT. : 0 sf WOODSTOVE • TOTAL. : 0 TOTAL. : 0 UNHT BSMT. : 0 sf UBC OCCUPANCY GROUP: SEWAGE DISP. . : CARPORT. . . : 0 sf TYPE OF CONST • WATER SUPPLY. : GARAGE • 864 sf UNITS. : 0 STORIES: 0 HEAT TYPES. : DECKS 0 sf DIMENSIONS: MOBILE HOME COMMERCIAL: 0 sf FRAME TYPE: MAKE: YR: INDUSTRIAL: 0 sf EST COST. $: 8640 SIZE: BANK HT. . . : 0 ft PROJ GRP. . : 5683 SH SETBACK: 0 ft Owner/agent FEES Signature: type amount by date recpt i PRMT $ 108 . 00 AK 05/24/94 92455 Date: 11111111L PLCK $ 32 .40 AK 05/24/94 92455 Issued By: UMW" B.C. $ 4 . 50 AK 05/24/94 92455 Date: — $ 144 . 90 TOTAL • - • *JEFFERSON COUNTY BUILDING PERMIT APPLICATION BUILDING TYPE IMPROVEMENT TYPE ❑ SINGLE FAMILY ❑ NEW BUILDING ❑ MOBILE ❑ ADDITION 500+/500- 0 MODULAR ,,y 0 ALTERATION DE vg GARAGE ATTACHE TACi CH dr°l/SAQ/ 0 REPAIR 0 WOODSTOVE 0 DEMOLITION ❑ MULTI-FAMILY/UNITS 0 RELOCATION ❑ COMMERCIAL ❑ INDUSTRIAL ❑ HOTEL/MOTEL/DORM/UNITS ❑ OTHER UBC OCCUPANCY GROUP DESCRIPTION OF IMPROVEMENT: SQUARE FOOTAGE PRINCIPLE TYPE OF HEATING FUEL MAIN FLOOR ❑ ELECTRICITY 0 OIL 2ND FLOOR ■ WOODSTOVE ❑ 3RD FLOOR ❑ HEAT PUMP 0 OTHER HTD BASEMENT UNHTD BASEMENT CARPORT /, ' % `/`.'. PRINCIPLE TYPE 0 GARAGE DECKS WOOD ❑ MASONRY COMMERCIAL ■ MANUFACTURED 0 OTHER INDUSTRIAL 0 STRUCTURAL STEEL OTHER —_______-- _ TOTAL VALUATION 71 Com- I/, OR ESTIMATED COST G 91574, O INSTALLED 19_ TYPE OF SEWAGE DISPOSAL: 0 SEWER in SEPTIC SYSTEM O NOT INSTALLED TYPE OF WATER SUPPLY: PRIVATE 0 DRILLED WELL OTHER PUBLIC 0 CITY OTHER: NAME 1g PUD STATE I.D. NUMBER OF EXISTING BEDROOMS NUMBER OF EXISTING BATHROOMS NUMBER OF PROPOSED BEDROOMS NUMBER OF PROPOSED BATHROOMS TOTAL NUMBER OF BEDROOMS TOTAL NUMBER OF BATHROOMS IF WATERFRONT PROPERTY NAME OF ADJACENT BODY OF WATER BANK HEIGHT SETBACK SIGNATURE / -w DATE APPLICANT NAME ( EASE PRINT) 4 00 ❑ ❑ O zo 0 00000 0 0000 ❑ o 0z ►.) v_ " ...I ..J, CU v CflA Dmsi ti) („) N .rpCD00 �! co CA 41=. 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O C W ... r - .-. ►. --• \ J ► 2 •• I1 d' II •a -• a J F- W J I.- 2 Z J W at Q CI H 11 U II # C Cl .^ O c4 aa y{�J pC (O - .- CD m X U 11 N II # 0) 7 a 2 t 0 X N 2 LD 2 N ` 2 -J 2 N P -J Cl) F- In II p II # '7 U V 2 Q^^) i� o = - Q 5_ CUDryAeillIlliIll '2 3s 3 P+ al a . m a o Pi m 0 o J o J EC O U W O O 3 H H J H O Pa a j Z ? H W a - v m • a o 1O ,77-5-- CO } � F. . d x U , ' = < O 's 'o � ..� `,,,. a lgG E r� 6 27 OJ O Z I `% /� i q z- -,-HT/0 F _1�1- / �� . Nr:_ 2__�._�DUG�H�r`t_ _ DFS T t CLIENT - R_v_Di. _I�ic.i:IARi� �/�L JOB • B / ,-_-N ) WIND . Type SO-IL , KNEEBRACE C Y gn *�Phf Ex AGRCLTRL < YY �UBG� � OTHER > SITE � SPECIFICS : SLAB C �Y N ) • psf VERT LOADS I.�2" MVnn7 < Y� SNOW --2-- _ SHEAR WALLS CYO DEAD C 5 )_5_ 1-- 7- - POST TOP CONNTN' S = u = 2 0> LD 1 EQUAL BAYS Oft) pW W . I riq ,y6, 'o,' 4 O� Q'1 t le I �/�'r0 1pr � Cr*Cq g = (DESIGN ) piiiiil s.`�!1 -V,lt,►1 ' : PBCRLC 9. B00 O WAsy��,� 'S'.9 1/ ,�1 ,.. . 15 ( 0008913 s `9G/ON AL ' EXPIRES ,g'- .f—?? I - f _ i ,10,46 '11- 7 Lp---v---------7T---- T't--1 u I A V E _.._---_ - ® `-t S PA ISI �[ 3 )3ST.:- ,Q 2 '2_2T1-1Y Th T b5 f.,S --._. ... may •, r D-A_J SCrL I DA-TED C/JG I,V E__ /A-1 P ( O.S,afb+ _ 5 3 .K/3 AY 2 y2-2. a LJ, - ,...5-yr7/1. ei-z. 7 c _ _ Z7/, 2 /,w.I__ — L. , T 9 F �,S85kiaAYin 1— 1 i C: it"... -.- ti 2 4...... /4,0/ / > a aL r ,„ L t , '-C ,1 • �} *'t x 7 r - ry' e JSf? , 1` -. ' I 74 O� I /��E—c =O.75 '�<1-'/Z. c rxP © O'-is � , „ ►, -0, 3 ,, et/Go = 1.06 (D,8) x 7-/2..lF x /,d = 13,9 /J7 Cly A- /17.p r=.-- I. 0(0 0, 5) 7 6-----'--/OS/x /,0 --; B.7 i'i-fc-* (k) 4111--- ,eD 0/0G /F7= I. DG (/i a-) 1(1,4/9,5',c/,0 =2,0,9P--5; C)/. t EXPLANATION OF THE LATERAL FORCES STRUCTURAL THEORY ON P.2 METHOD 2: The windward wall and roofs vertical projection are subjected to a wind pressure and the pole size (columns) and lengths are similiar and are fixed at the ground line and assumed pinned at the top. Therefore; each will share the total load proportionally. This is shown in the reaction values R1 = R2. Also, each pole will deflect the same amount at the top. These forces are applied at the half pole height (centroid of loads) to produce a Mt = M which is shared equally by the two ww poles in that bay. 308-.,.©2TH ( J 1Q-i . -- — - CONSOLIDATED ENGINEERING (.4°)SF�EET NO..—..---� Of- P.G. BOX 2321 i� F DATE //.g (9.TBREME�RTON, WASHINGTON 98310 CALCUL TEDDY__—_ (206 479.5598 C I .,3. 3 DATE_ 5//8/94 CHECKED OY I i . • 3 POLE_140.1e TS. . - --- -.. . • - i : --— - F�,i a1 K: i `I PJI /- d! kiaX:. /1-4' 77'-.J13.;40_2_1__________....._.. — ---------.. ..____ .. IK _..._.... ---•-=TRX-.6,X. ROUGI..POSTS.....................: _ ,_ ..._.....`.:.._._ S_=_.4IN3 _-_ _ :MT : _ �.✓:.'0� •x I = > _ •- ---._ . -__ fb.. - 6 - . --- -----•' 2 � �-- :•-- .fix -_ .No. . 1:. • . . _ ...::::.._. �__ -_.__:Fb..= 975 .psi X:.1..33 =.. .13.00..psi. E ....0.0.0.4.006. . ..Fc = 850 psi X 1, 15 -. .-978 .psi -...-.-_--- q ICE LOA]) Pcol = 7y X IZti�e- (5 psi_ _ 252psf) _LZ5w* COL le = I v ' X `1 . 2 X 12" = I era., LK K = .671 (13J0 ksi)Y2_ 24. 5 978 ksi - • . USE INTERMEDIATE LENGTF. COLUMN FORMULA { Fc = Fc [ 1 - 1 (lk/d)4� Fcl = 978 [1 .00 - 33 ( ii5.0)41 _ `�'JG psi 24. 5 fc = P - A, IN2 7= $3Psi COMBINED STRESSES: fb + f 1 .00 • 2x^ ksi + �- '_; psi Fb Fc I . 3O ksi ��O - , ''` ^�I v0 OK psi v USE 6 K 6 POLES FOR CORNERS BY INSPECTION Jai_ — CONSOLIDATED ENGINEERINGSHEETNO._ 3p OF ( 4.0 ) P.O. Box 2321 E'/I8 /54 BREMERTON, WASHINGTON 98310 CALCULATED BY MF DATE (206) 479-5598 /i / 9� CHECKED BY REB DATE SCALE 1/8" = 1'-0!! • GABLE...END...POLES::. ........ ... • I • '� I i� I • I • I f i, d i! • . ,...........L...._._.,___ .._..__._._....._ : 2- -'<_1_2.. 7 2,4-;,f..',._f' . 2 ` x �z I Z F Pww .. 2Z,bP S F METHOD ..1 ._...:.. 6�,..., — _(i ,?jPSF W = Pww x_BAY =11.3 P SF x36.;':6 = 407 :.FORMULAS .20 P......2302. 2 AISC; 9th ED. M1 = Id12 =1 / ; x 10 6- 6 . . . . .. Mmax@base - ,,1 3 USE 6 x S POLES; HEM - FIR NO. 1 Fb = M = 4401'k x 12", I S 604 in3 _` r1r ksi K 1 . 30 ksi / Y� . . . 0. K. • COMBINED STRESSES 0. K. BY INSP} CTION - 1 CONSOLIDATED ENGINEERING P.O. Box 2321 DnTe BREMERTON, WASHINGTON 98310 CALCULATED BY (206) 479.5598 IZ,t3,13, _-______ DATE. 5//a/ CHECKEDOY POLE -FOUNDATIONS: :- -. TYPE 3 SOIL :..LAT-.ARG. -PR.. = ZOO .:PSF:-x ..:1..33...=.210 - PSF . .. . . '.......-.....RESTRAINED:-BY._.CONCRETE SLAB - . TRY -01r-DEPTH.__ : . _.... _.. ._ _ _. _.. . S3 = ;3'"y 01 x 2(97 PSF/ , _ /, .p KSF. i8 L. v P x-_H _ [ S3.xb. ' <; K IZ ' €t• .. . ----_-41:25..x_Lo9-- %R_x -- 2�.�. • Ie ? t -- i d 2.' < ' '. 0 K:. I t , I { _ FULL' PLA_ = SO PSF _..Z y ' ?` 1 ' -...'°%c_..._.._ 320it -Z•y KSF — 21,77 S F 1 'I ALLOW. BRG. = 20/i PSF_. [1„ + (d- - 1) . 20] =3, KSF >2‘ 4 KSF ' x i2 ' °I (ZO PSF - MAX. UPLIFT = Z'� 5, U PSF) -Z2.9 O t/POLE USE Z- 3_/4.'.:..M..B, CAP. = 3 >22610 4/ .• . o.K. SiiB/y`► _PURLINS 0 o-P (6,) l3Y MF 2X (V N0. 2 D, F, LHEGKEQ; R.111; W `25 PS F + a P s F = Z7 Ps r S= 7 5(0 in3 Fb z1,250 PSS X 1, 15 = 1, 43.8 psi SPAN 1S111— (0 ' EXCEPT % BAYS -z. �WQ2s�} .b� X 11.50 `392.7 , M 8 8 M ,71 X 1211// _ 1 i�l(Qo PS1 < 1,4-38 PS �6^ S -�, 5 (D ,ns 0, K. RAKE BEAMS I I it BAY _�2 X i7 PSF =koz.v /, Y SPAN II — `� = 2x \ C ) BY BEAM COMPUTER = REQD. Fb IIZ OPs 11250 ps) ( 5 Q0k1 SCALE ) . . KO. 2 D. F. — O. K. „x. 8R�4c,Me, O (a) d x A — FASTE/v, D TO 1307,4 WEe:55 Of /5-.9LX/4L TRUSS A// (0 /6 d A44/CS A ";,. B 0 ON NV% 1\1\ cps/CG/STEREO \��r 44AL TRc/SSES 1 Ili P RAC_ E - LETA1 ler 3cA E . NTS r