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Home My WebLink About1414 Pacific Vista - BuildingPREPARED 4/30/07 12 27 02 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/30/07 ADDRESS 1414 PACIFIC VISTA SUBDIV TENANT NBR ROBERT JORISSEN CONTRACTOR PHONE OWNER JORISSEN ROBERT R PHONE PARCEL 06 30 01 6 3 0020 0000 APPL NUMBER 06 00001015 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 1/30/07 PB BLDG POST /COLUMN FTG 1/30/07 AP 01/29/2007 11 16 AM PERMITS ROBERT 457 6587 01/30/2007 04 55 PM PBARTHOL BL6 02 2/21/07 JLL BLDG POST /COLUMN FTG 2/21/07 AP 02/21/2007 10 11 AM PERMITS ROBERT 457 6587 02/21/2007 03 35 PM JLIERLY BL99 01 4/30 07 JLL n BLDG FINAL 04/27/2007 10 23 AM LPANGRLE ROBERT 457 6587 /3o COMMENTS AND NOTES v' PREPARED 2/21/07 12 16 11 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/21/07 ADDRESS 1414 PACIFIC VISTA SUBDIV TENANT NBR ROBERT JORISSEN CONTRACTOR PHONE OWNER JORISSEN ROBERT R PHONE PARCEL 06 30 01 6 3 0020 0000 APPL NUMBER 06 00001015 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 1/30/07 PB BUILDING POST /COLUMN FTG 1/30/07 AP 01/29/2007 11 16 AM PERMITS ROBERT 457 6587 01/30/2007 04 55 PM PBARTHOL BL6 02 2/21/07 J L BUILDING POST /COLUMN FTG k.( 02/21/2007 10 11 AM PERMITS ROBERT 457 6587 COMMENTS AND NOTES PREPARED 1/30/07 9 22 31 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/30/07 ADDRESS 1414 PACIFIC VISTA SUBDIV TENANT NBR ROBERT JORISSEN CONTRACTOR PHONE OWNER JORISSEN ROBERT R PHONE PARCEL 06 30 01 6 3 0020 0000 APPL NUMBER 06 00001015 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 1/30/07 JLL BUILDING POST /COLUMN FTG 01/29/2007 11 16 AM PERMITS O ROBERT 457 6587 COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner JORISSEN ROBERT R 1414 PACIFIC VISTA PORT ANGELES Other struct info Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983620069 Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit pin number 87031 Permit Fee 109 75 Plan Check Fee Issue Date 11/06/06 Valuation Expiration Date 5/05/07 Qty Unit Charge Per BASE FEE 1 00 14 0000 THOU BL 2001 25K (14 PER K) Special Notes and Comments The Fire Department has reviewed the project application and has no comments 09/20/2006 12 15 PM SROBERDS The proposal will result in an accessory structure in the RS 9 zone for total lot coveage of 29% No land use issues noted Electrical load calculations and elctrical permits are required Construct driveway and Sidewalks 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 Charged 109 75 43 90 4 50 158 15 T \Policies \1102_15 building permit inspection record05 wpd [1/4 /2005] 06 00001015 630935 1414 PACIFIC VISTA 06 30 01 6 3 0020 0000 ROBERT JORISSEN RES DETACHED GARAGE RS9 RESDNTL SINGLE FAMILY 2040 Contractor OWNER TOTAL LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS STATE SURCHARGE 4 50 Paid Credited Due 109 75 43 90 4 50 158 15 Signature of Contractor or Authorized Agent Date 00 00 00 00 Date 11/06/06 29 00 1 00 2341 00 9446 00 408 00 2749 00 1 00 00 00 00 00 43 90 2040 Extension 95 75 14 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. 6/4" Signature of 0 (if owner is builder) Date t FOUNDATION: FOOTINGS SHEAR WALLS 1 WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB I ROUGH -IN WATER LINE (METER TO BLDG) I SHOWER PAN MEDICAL GAS LINE I AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE /PELLET /CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL 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 IA'SPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS MO /07 I ,L1- -v YES FIRE 417 -4653 I 1 I PLANNING DEPT 417 -4750 I `y I I BUILDING 417 -4815 I '1 3010 13L L_ I T- \Policies \I 102_15 building permit inspection record05 wpd [1/4/2005] NO /94/07 LA1- f I I FINAL DATE FINAL SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ELECTRICAL LIGHT DEPT 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTIONRW PW/ I CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY., ACCEPTED YES I NO I I I I I I I I I I ACCEPTED BY., C\) J pOlif FOR OFFICIAL BUILDING PERMIT ,APPLICATION Date Rec. Permit n'lJ Fill out COMPLETELY and in INK. Your application and site plan MUST B 4Daie Approved COMPLETE to be accepted for review If you ha e an; questions, call PERMITS (360) 417 -4815 FAX(360)417-4711 Date Issued Applicant or Agent:_ Rp bQ y 4' Q �J' v S SL Phone Owner Kt�te.�� V b S Phone. Address 1 4 5 V l 5'P0. City. Art A1 ge.1 Architect/Engineer Phone. Contractor owner State License Exp Phone Address City Zip PROJECT ADDRESS /9i 9 S, PA CI jr/G S ZONING LEGAL DESCRIPTION Lot: LOT 2 Block. Subdivision. k( D YE R. CLALLAM COUNTY PARCEL NUMBER. b 300 Up 300 2000_0 TYPE OF WORK. �C Residential X New Constr Re roof Multi- family Ali Addition Move Commercial Remodel Demolition Repair Sign BRIEF DESCRIPTION OF THE PROJECT CONLNIERCIAL/RESIDENTIAL. Occupancy Group No of Stories I Lot Size. 3 44Ln Total lot coverage JO PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other ST7,F/VALUATION Stove 4-!1$ SF SP /SF Garage SF /SF O Deck SF /SF Other JZV Dr e. TOTAL VALUATION RV s RW,E MU P�„ 360 -'1S7 /o517 36o- Vs7 al 7 zip 9 43 43 R5 W oo DS 2090 CO aokR) Occupant Load. Construction Type. 1.4-3 00 D 0I 00 Existing Sq Ft. L 3 Proposed Sq Ft. 4 40 Q TOTAL Sq Ft._0 APPROVALS PLAN BLDG DPWU FIRE OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE IF a plan check fee as due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPPIRATION OF PLAN REVIEW lino permit is issued within 180 days of the date of application, 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 R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that 1 have read and examined this application and know the same to be true and correct. 1 am authorized to apply for this permit and understand that if is my responsibility to determine what permits are required ,not the City's, and that must obtain such permits prior to work. T\Policies\BL 1 102_13.wpd Applicant: Date: 9- /6-04 9/ 2. too• t k),1t- pc. k1 L) Jr F4,06.114,, 20 E4e, F& 2418 14i4 PAcA Pic \i/leTA 1421 L4;7 £..5 s' 18 1404 1417 1411 PloT fk a I PACIFIC \i151:4 p 107 1 0 Fli!D ftepdv+ 6 f i 1 viET" 1 c E -tteci I ',las Silu(A) ext,sr !Irv% tiotie ccoo 4 Pale 3 v. 0'1 txXitqe Sick v ,k) Ply Di aci 1 i i 1 i I- 1 1 I 1 I pos elscd Posi tvd (12.LHvti Gt4/190.-1 ylJQW 7\4 c y- 0 (2 ri '7,/ 74r &TN .Aptva 7 7 •ival vioc r (141V 5 1( 2 0 d coq.. yoL U 1 ,1 Ti h" SiS°d 4 h, JCi I r OA VI 01,1 J4( H)ri Jqin LAzi t z 51,4 1 I .1 ld \:t. zE veer LL ove 4 EA tE\Ai g -16 4 -7A PO /Q. r A Pa 3.e. rt.As A/Orche) N TD p r t-IS pi Cc>rAel-5 3- L C 12 1 i"; A r: PA-Til 11 ,ry i fV f'y Cc; 1 f I i 7 I, 1 A c 7 f' —r— F I I DIP; a A; AI, po F x t p 0 fktA ot 1 i tA 2 i i 1 f i e EPTION TAKEN UrierviAKP CORRECTIONS 1 I I I 1 NOTED i I El FOuNDA-I.1 ------7.---,,, ri CONNECTIONS TO FOUNDATION 'IGNEO bY OTHERS SpECIFIED IFEM" l_. rrecti or■cornirmrif is review do not she 'i,. co, it xi Jr f I;1 requirements of the 2 003 1..re -h N',• I. i f t. Pytubal g /2/16e revii.-2* ,f genera, oqro.m:i -e= T. IC') 1' a, uctur-.1 Lai' tz?a '1, b. rt i :I ii in these document. he -o• a ,a i. c I.: t i NOT MS tt 5 E. E confirming and corre:atinq qII gtierititk;s, Ad 7I:n selecting fabni -tion prc.. :esses id i mil .3 .)1 i )iist, iu, coordinaTing his vc-k with ilai: of ,.1 il )1.ti tr per his woi iii a sate 1 s tie ,ii.) y n CRi- P 0 \i'v N 1 Consul ErrATECr RC 07.45 f I 0 1 06 0AA A I Al E, r I 1 aolele stc4 -TiVeigk.F. FILE ,,,c;1 .1,co Ltyou ALTrANA7 La LV d v s' Sx 14 4'16 pF Selec4 e a ,f l O x j 9 J- I #1 PA— pp it2 2.x67 NrI'vvi.s 3PALED J 6 Xa O e' 2 vv. Ce r To c Val p, Az s1t11f1�j in i O NO EXCEPTION tAKEN FOUNDATION ONLY SUBMIT SPECIFIED ITEM Corrections or cornmentsirnade on the 'aF,rr ri, ving:i dt -Ig tuts rep do not n liev contractor f "or or :n, e requirements of the ZOQ LRC Th■ cr it. d,niv or review of general l .:onf rn v.r ;e L.. ;iy 1 u lie structural re flew ca IC ul"1ij rs h, cn t;?4 t Crr 1.un gi in these CIS; +n' ?nt` r= CL it c.o. re si.t confirming and Ccr I ;latir g n:l Li, ntities Ct ac- imer -s. ,iecting i,ur olio pro% 4se_ 'i t ill ;4' r,t c Br d coordinating Vi 7i (llft or .1 Ci ;e, CnC1:3's, ah performing his wor In a safe and satisfactory rtar,i er 1.. CRAIG R OVVEN' I C ,nsuiting Engineer Date 0 By t� 3 0 �Q 6 r I A 1,7 ‹c U s i 241 r 'Ili PasTS 8 "S8" l�re, 2- 3 E►iS tu$ses jS j?o e) S N o1 '�-D r.tSSeS L tm To Pasm AKE CORRECTIONS NOTED CONNECTIONS TO FOU LP.TIbN DESIGNED St OTHER 541 Lir( 2.' ,�e1GY't,0„ 11, 7C11 /00 3 t I, Coati iTrC rot t' l rat D rvt '1 'a I'i k) t 1., e 1 4 7 I 0,64 A O 3 X 1/2 7- 4 7 75 j 7 -3 c 7642 .3)37 x J1 2x 67 2M /t2 of Qg e-Ap Ae -13>- R 0 1,2/5°106 2 3 0 y7&o 9 z 1 0 Q 717' zi, c.., 4 tr ."s• 0 c k kv---- .5 ..t fa- 4A. X_.::: 0 4 7_J 4' )2_ /3/ EA vE ._..c.,e, p. 6 t'e 1 6 w 2? Z it\I 1 N 8 i ti C Cz >1 0 0(72 irjr2j 2 7 g 67 q-61 %01.. .f 5 a-6 s (1) .3 tv 7t'S 1 1 4 'Nr iqz"7--(._ t, i 1:- It 12- 4 'V 7.2- -i ca L. c L', y(ri ,5' i3 1) .3) x I L Q7 tr 11.1.y,,. pl_.&02,O14 5 1.4 t 2-52- ---71‘9,04-4\l'3(96;i0)(3(7-707?)±: CRAIG R OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452.8574 FAX (360) 457-8020 COW itA -"4/ FILE a 1-2. -...;_c> 18 4 23 i 61, 6- .?o,5 e-5 v ./ry a i f Pe/ fro akde. eAv 41-0 to 9 t-Ivia-ooti )01.0) Pl_ir 17 G3 sf r PLF 20 g- 4 RV Cover Robert Jonssen 1414 Pacific Vista 1.4) czo tiV XPIRES ;10G 17175 9 21 071 Z e2sx.+T) W: NeN A O L '3/4 N 0 (75:_ 45So 7 443 t v.,...e ,y•-• C....0 IS M o-e/r ,..5)6 2i24- (1 -Q0 10 N, ji>`;:po Eyr3sRSS 9/21/ 0 7 Nor 'l; g„ x9 311 CRAIG R. OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 06 .9L,S„4/ q63 2) )0 z 13 o (75 3,1) rin AI RV Cover Robert Jonssen 1414 Pacific Vista e:76,46 —3- ov)09 41-(PA6 13 6) 39 15 zS 2 ii003( tvzy.),_ Irfos7:0 CRAIG R. OWEN, P E., S E. Consulting Structural Engineer 220 E, lstSt„Porfkk;cig(eiest)VgA 36 45743020 RV Cover Robert Janssen 1414 Pacific Vista 2 q „„p o 14, 5 P CRP' OWEN, AIG E.,. S.E. Consulting Structural Envneer les WP, 983 .P011 fl) %5 7.$O20 r 36I c130 )0.,C .5--13 1,9 2 101 cover Robert 3 orisseri 1414 Pacific Vista J 1 -16 -s;1/4z 1-4 2 -13-z5 ai 28A z )e,c2 42 CRAIG R. OWEN, P E., S E. Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 Cn mek-A-Ll (-ill *--vtp ils04,v1.-- i e 2 7)0 4 i 7 cU 7 4 c 104:4 11. 2 EXPIRES 9/21/ RV Cover Robert Jonssen 1414 Pacific Vista )6 a /1 ,7 °--4--416r Qs° y 2 231 7=03,5 a- 4 c41/ 4 !JO 9RQ 2-, -1' :ckY (2) k 4:4 ,5 ).711 255 s tk R 'NV6 SLa CRAIG R. OWEN, P Consulting Stru g362 ctural Engineer /90 E 1st St. Port Angeles, V+1P, 9 esm 1 A lk)( (360) 457-8020 5.o4 KV Cover Robert Jorissen. 1414 Pacific Vista 3 86 2. `kly 7 3 ,112 10)0 7 jorisncl JORISSEN RV COVER Simple Solid s l col RECTANGULAR TIMBER Simple Sd ou Desim. P 2496 F 960 b 7.5 d 9.5 c i 8 F c11' =F cx F c12 =F cx cE b E 1 1235000 1 6x.8x750 1 el 190 13'x1.2 I e2 188 K =.3 K F cE1 2 F cEl 926.25 el d� F cE2 1 2 F c 2 589 651 F cEl F cx� 2ci \NJ e.,10 IA) (.411AwIci-,f 2 F cEl F cEl Fcx, ,Fcx, 2 i c 1 F cE2 1 IF cE2 2 cE2 F cx F cx, F cx, 2ci 2ci c F ci F ci2 F ci2 c11 F ci i otherwise CRAIG R OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 COLUMN REVIEW 1 x=* F ci 488. 456 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors lel= effective length primary axis le2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0.8 for sawn lumber ci= 0 85 for round timber piles ci= 0.9 for glued-laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber. FcEl= strong buckling factor FcE2= weak axis buckling factor P re) Y Fic= allowable column stress fc= actual column compressive stress SR= stress ratio Sheet, 1 —i`j F cil 651.346 F ci2 488.456 f P C d-b f =35032 f c SR SR 0 072 F Flexure with Axial Comnression M 1 123451 M 2 F bl► 1344 1 6x.8x1050 F b21 995 1 6x.8x.74x1050 KbE 438 K =.3 M fb1 fb1 =1.094 10 b•d M fb2 d.b 2 fb2 0 1 e1 d R by F K b E R 2 E CSR RB =5665 F bE =1 686.10 f 2 f bl f b2 F`i f` F bli 1 F cE1, CRAIG R OWEN, P E., S.E. Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0 438 for visually. graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued- lammated timber. KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued- laminated timber flit= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined' Stress Ratio fc fb1 \2 F b21 1 F cE2, `F bE, CSR =0851 RV Cover Robert Jorissen 1414 Pacific Vista jonsnc2 8x10hfiilb &s s mt ry col Simple Solid column Design. P 4430 E 1 1235000 F cx 960 1.6x.8x750 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors b 7 5 1 el 190 13.2'x1.2 lel= effective length primary axis 1e2= effective length narrow axis d 9.5 1 e2 188 d= wide face dimension b= narrow face dimension ci= 0 8 for sawn lumber c i .8 K c E .3 c1= 0 85 for round timber piles c1= 0 9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn F K E i F 926.25 lumber and glued laminated timber. cEl 1 2 el cEl FcE1= strong buckling factor el FcE2= weak axis buckling factor d, K FcE2= 1e2 12 ,b Fc11 =Fex Fc12 =F cx F c i F ci 2 it F ci2 <F cil F c11 otherwise F cE2 589 651 2 1 I F cEl 1 cEl F cEl F cx, 2c 2ci ci 2 i 1 (F cE2 1 F cE2 F cE2 F cx F cx F cx� 2.ci 2c c CRAIG R OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 1/3 Co wou JORISSEN RV COVER RECTANGULAR TIMBER COLUMN REVIEW i x=* F ci =488.456 Fic= allowable column stress fc= actual column compressive stress SR= stress ratio F c11 651.346 F ci2 488 456 P d. b f SR F c1 f 62 SR =0127 Flexure with Axial Compression M 1 87646 M 2 0 F bli 1344 1 6x.8x1050 F b21 995 1 e l d R B 4 b2 CSR 1 6x.8x.74x1050 K bE 438 K c E .3 M f bl fbl 776.917 b•d M26 b2 c1132 fb2 =0 RB =5665 F b E KbE i F =1686 10 RB f )2 fbl -i I et F bli 1 FcE1 F b21 1 t CRAIG R. OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 8574 FAX (360) 457 8020 M1= strong axis moment, pound inches M2= weak axis moment, pound mches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0.438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued- lammated timber. fb1= primary axis bending stress fb2= flatwise bending stress FbE= cntical buckling design value for bending members CSR= Combined Stress Ratio f b2 fc (fbl'2 F cE2; F bE CSR =0636 RV Cover Robert Jonssen 1414 Pacific Vista e t G N c v jorisnc3 JORISSEN RV COVER, WIND 8x10hf #1 p&t s4s inc ry cnr cols P ARALLEL TO RIDGE Simple Solid- column Design. RIDGE, TIMBER COLUMN REVIEW (w /4 COLS) P 1440 E i 1235000* F cx 1088 b' =75 d =95 c 8 F K cE .E i cEl ,2 �l el F cE2 2 e2 F cil =F cx F ci2 =F cx K k b, 1 6x.8x850 1 el 190 13.2'x2.1 1 e2 190 K =.3 F cE1 F cx 2c F 6 F ci2 if F 62 cil F 6 1 otherwise F cEl =926.25 F cE2 577.303 ti 1 F cE2 ti l F cE2 2 I F cE2 F cx, 2ci 2ci c CRAIG R. OWEN, P E., S.E. Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 1 IF al) 2 F cEl F cx J F cx 2ci c F CI =494 772 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors lel= effective length pnmary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0 8 for sawn lumber ci= 0 85 for round timber piles ci= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio F c i f 688.691 F ci2 494.772 F P fc= 20.211 d•b f c SR SR 0.041 F c� Flexure with Axial Compression M l 150576 M 2= 0 F bll 1344 1 6x.8x1050 F b2i 995 K b E 438 K c E .3 M l -6 fbl b.d M26 fb2 db f b2 =0 1 e l d R B b b K bE. E E'= R 2 B rf CSR F ci 1 6x.8x.74x1050 f =1.335 10 RB =5665 Fb 1686.10 fbl c Fbl1 1 \FcE1� CRAIG R OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX ,(360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0.438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress rated sawn lumber and glued laminated timber. fbl= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio f b2 fc Ifbl\2 Fb2i 1 F F cE2 bE, CSR 1.017 RV Cover Robert Jonssen 1414 Pacific Vista NC Qb/ QiV 04 Gad e_ Waves Jonsnc4 N� JORISSEN RV COVER, WIND 8x10hf ss b &s s4s inc w cnr cols Simple Solid column Deslg PARALLEL TO RIDGE, TIMBER rl. COLUMN REVIEW (w /4 COLS) 1=' P 1440 E i 1235000 x=* F =1184 b 7.5 d 9.5 ci =.8 K F cEl 2 'l el ,d, K cE .E i F cE2 e2 2 1 j ,b F cil °F cx Fci2 F cx 1.6x.8x925 1 el 190 13.2'x2.1 1 190 K =.3 F c i F ci2 if F ca. <F cil F cil otherwise F cEl 926.25 F cE2 577.303 2 1+ F cE2 1+ F cE2 cE2 F `F cx, 2ci rt 2c ci CRAIG R OWEN, P E., S.E. Consulting Structural Engineer WA 98362 220 E. 1st St. (360) 452-8574 Port FAX (36 457-8020 F C1 502.998 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors lel= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0.8 for sawn lumber ci= 0 85 for round timber piles ci= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio 1 cE1 1 1 (FCE1' F cEl `Fcx 2ci 2 -ci c Fcil 711 729 F ci2 502.998 f f 20.211 c d b c f SR c SR =004 F c� Flexure with Axial Compression M 1 7920 M 2 138588 F bli 1664 1.6x.8x1300 F b2i 1431 1 6x.8x.86x1300 K bE h el d R B._ U2 438 K cE .3 M fb1 f b1 "70.205 b• d M26 3 fb2 fb2 =1.556 10 d•b R =5665 FbE _KbE2 i FbE= 1686.10 RB f b2 CSR:_ f fbl F \2 f c I fc fb1 F b2i 1 LF cE2, F bEj F bli 1 F cEl, CRAIG R OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Ml= strong axis moment, pound inches M2= weak axis moment, pound inches Fb1i= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KM= 0 438 for visually graded lumber KbE= 0.609 for products such as machine stress -rated lumber and glued laminated timber. KcE= 0.3 for vismAlly graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber. fb1= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio RV Cover Robert Jonssen 1414 Pacific Vista CSR =1 172 jorisnc5 10x10hf #1 p&t s4s inc ry cnr cols Simple Solid column Desien. P 1440 E i 1235000 F cx 1088 1 6x.8x850 b 9.5 1 e l 190 13.2'x2.1 d =95 1 =190 ci 8 K .3 K F cEl 2 el a K F cE2 1 2 e2 b, Fcil Fcx Fc12 Fcx 9N ant 926.25 F cEl F cE2 926.25 JORISSEN RV COVER, WIND PARALLEL TO RIDGE, TIMBER COLUMN REVIEW (w /4 COLS) x P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors 1e1= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0 8 for sawn lumber ci= 0.85 for round timber piles ci= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= O 418 for products such as machine stress -rated sawn lumber and glued laminated timber. FcE1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio 1 FcE11 1+ F eEl 2 F cE1 F cx, F cx, 2 i 2ci ci F1= 688.691 1 F cE2 1 �F cE2 2 IF cE2 cx/ cx, 1 cx, 2ci 2 i ci F ci F ci2 if F ci2 <F cil F cil otherwise CRAIG R. OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 F C1 688.691 F ci2 =688.691 EXP;rr{ES 9/211 w r (1.13 fc= 15.956 SR SR 0 023 F c! Flexure with Axial Compression m. 150576 M 2= 0 F b 1 i 1248 1.6x.8x975 1248 1 6x.8x975 F b2 KbE= 438 K .3 f bl M 1 6 fi =1 054 10 b d M d b fb =0 fb2 R le2d RB =4472 b F bE I~ bE 2 I F bE 2. 1 0 4 R CSR 2 f bl ci I f c Fbli 1- F b21 F cEl, CRAIG R. OWEN, 'P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Ml= strong axis moment, pound inches M2= weak axis moment, pound mches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber. KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber fbi= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Rano f b2 l f c f fb1 \2 1 F cE2. F bE CSR 0 86 RV Lover Robert Jorissen 1414 Pacific Vista jonsnc6 lJ 8x10hf ss p&t s4s cnr cols Simple Solid- column Design. P 1440 E i 1235000 F ex 1248 b 75 d 9.5 c 8 F cEl =KcE 2 FcE1 926 l el ,d, F cE2 2 e2j ,b Fcil Fcx Fci2' =F cx K C E' E 1 1.6x.8x975 1 190 13.2x2.1 1 e2 190 K 1 cE2 1 F cE2 2 F cE2 I F cx, Fcx, 2ci 2 c F F ci2 if F c12 <F cif F ell otherwise F cE2 577.303 JORISSEN RV COVER, WIND PARALLEL TO RIDGE, TIMBER COLUMN REVIEW (w /4 COLS) 1 x=* cE1 2 F cEl 1 2 c ci CRAIG R OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 8574 FAX (360) 457-8020 F ci 507 675 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors le1= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0.8 for sawn lumber ci= 0.85 for round timber piles ci= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE1= strong buckling factor FcE2= weak axis-buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio F cil =725 127 F ci2 507 675 E. t f P f =20.211 c db c f SR c SR 0.04 F c i Flexure with Axial Compression TA 7920 M 2 1-163156 F bli 1536 1 6x.8x1200 F b2i 1536 1 6x.8x1200 K bE 438 K c E .3 '11 6 f bl bd2 M26 d b l el d R 2 b K b F b E R 2 B f 70 f b 2 =1 556.10 R =5665 F bE =1 686.10 c 2 CSR F fbl f cl, Fbli 1- c F cEl CRAIG R. OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound mches M2= weak axis moment, pound inches F allowable e b d 'nine strong Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued- iammated lumber. fbl= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio f b2 fc �fb1 F b2i 1 F cE2 FbE' RV Cover Robert Jonssen 1414 Pacific Vista CSR =1 098 a 4. jonsnc8 P =1440 K cE' E i FcE1 ,2 l el ,d� K cE E F cE2 11 1 e2 ,h F c►1 =F F c12 =F cx tv� 8x8hf ss p&t rc me ry cnr cols Simple Solid- column Deswn. •Ei 1235000 F cx 1248 1 6x.8x975 b 8. 1 el 190 13.2'x2.1 d =8. 1 190 c 8 K =.3 1+ F cEl 1+ FcEl 2 IF cEl cx, Fcx, 2 i 2 i ci 1+ F cE2 1+ F cE2 2 F cE2 F cx 2c 2ci ci F F ci 2 if F c12 <F cil F ell otherwise F cEl 656 842 F c E 2 656.842 CRAIG R OWEN, P E., S.E. Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574. FAX (360) 457 -8020 JORISSEN RV COVER, WIND PARALLEL TO RIDGE, TIMBER COLUMN REVIEW (w14 COLS) 1 x F 563 885 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors 1e1= effective length pnmary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0 -8 for sawn lumber ci= 0 85 for round timber piles ci= 0.9 for glued-laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber. FcE1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable a lump stress fc= actual column compressive stress SR= stress ratio F cll 563 885 F ci2 563 885 f =d fc =22.5 f SR SR 0 04 F ci Flexure with Axial Compression m 150576 M 2 0 F bli 1536 1.6x.8x1200 F 1321 1536 1 6x.8x1200 KbE 438 K =.3 M16 fb1 1 765 10 fbI b d M26 f b2 (14)2 fb2 0 1e1d B b CSR R =4873 F bE K bE'E F b E 2.278 10 R 2 fc f bl f b2 F C1, F 1 f c Fb21 1- F c bli �F cEl cE2 CRAIG R. OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber. fbl= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio f ,F bE RV Cover Robert Jonssen 1414 Pacific Vista jonsnca 8x8df ss p&t rc me ry cnr cols Simple Solid- column Desien. P 1440 E i 1520000 F 1472 b' =8 d =8. ci 8 F cEl F =F cx K l 2 d K cE F cE2 2 e2 ,b, F ci2 Fcx 1+ �F cEl F cx, 2ci cE2 1+ cx, 2ci F cl F c12 if F c12 <F cil F cii otherwise 1.6x.8x1150 1 e l 190 13.2'x2.1 1 e2 190 K =.3 F cEl 808.421 F cE2 =808.421 1+ 1+ CRAIG R. OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452.8574 FAX (360) 457-8020 JORISSEN RV COVER, WIND PARALLEL TO RIDGE, TIMBER COLUMN REVIEW (w14 COLS) 1 x F cEl 2 1F cEl F cx, F cx /F cE2 2 F cE2 2c c F 6 8 7 781 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors 1e1= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0 8 for sawn lumber ci= 0 85 for round timber piles ci= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber. FcE1= strong bucklmg factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio c F ci i 687 781 F ci 2 687 781 [EXPIRES 9/21/ D _V_._ f c P f =22.5 f SR c SR 0.033 F ci Flexure with Axial Compression M 1 149436 M 2= 0 F b11 1920 1 6x8x1500 F b21 1920 1 6x8x1500 K bE 438 K c E .3 M fbl b d 2 M26 f b2 d b f b2 1 e l d R B b2 K bE•E i FbE R 2 B 2 CSR c ,F cl f =1 751 10 R =4873 F bE =2.803 10 Fbli 1 f bl CRAIG R OWEN, P E., S.E. Consulting Structural Engineer 220 E. 1st St. Port. Angeles, WA 98362 (360) 452 -8574 FAX (360) 457-8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber. KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber fb1= primary axis bending stress fb2= flatwise bending stress FbE= cntical buckling design value for bending members CSR= Combined Stress Ratio f b2 f I f f 2 F 1- F cEl b21 F c E2 1 `F bE, RV Cover Robert Jonssen 1414 Pacific Vista EXPIRES 9,2i/ CSR 0.939 2.2,. 1/5 1 ())/1 5 6 4 firO, At .11 17408 /1-/..3 37; Port Angeles, Washlngton____________________________________________________________, 19________ CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT NI! In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure In the City of Port Angeles, per- mission is hereby granted to d6 electrical work as listed below. Address --/~t-~tT;,~~--~~:------------------- Occupancy___;r-1-&.<q,,_-"__________________________ O~neL-%---e'"'I..---[fZ~~---e~--~r:-nLm-----------.-----.---------------m-m-------.------------.----- Wiring Contractor ---;;;r-rdtl't!:.!3...-------m----------.m------------ By_________________________________.____________________m_____________ LIght Out1etB_..._._I._.~..:___.._"'.h__._..._. ServIce. volts __/..:?:.'!Li:J1.._!:..9.: Type of Wiring: Receptacle outlets...,;r~~___'__'__'_''''h No. wires "___~__"~h"'''h__''_~'''''' Armored Cable ..hh...___................_ Dryer. KW ....---------~it'--h..---------------- SIze wlres--'-;-@,-3~'-'.' Non-Metalllc .........-.-----...--...........- /~. .........~,IT' Knob & Tube.............__................._ ~:::.r K;~~~~;.:____hh___.>--mhmm-- ::~~o:::: ::::::~$.::::::::::"::::-:.:::::.. RIgid ConduIt h.._.__.........._.....__...._ " :5 MetslUc Tublug h___..._h._.........._._ Heat::;~::::/t..!.Z:::-_::::-:.:: Typ~::r:~;:n~~ble ......____ ._______._______.. Motors: size, /01\8 and phase: ....-.../~L&.~......--.-.......-...h. ...___/d-L~..-.....h-.-----...___..... RIgId ConduIt ..__....___._......._........_. Metallic Tubing hnmm................. Current transformers: No. & Size..............................__....... Ser. NO..n.h........................................ Ser. No.............................................. Raceway .........c;:.......-..-..--...- CIrcuits, LlghL.'"......._______.....___.___..._ Utility h_................._...........___..___h... /CJ Heat ......................................._..__ Range h.....~:...........__..._.__.__h___... Water Heater nn~;.................... Motor ..._..............._......._._........_.... Dryer...........~:..n......n__......__....__ Furnace .........................._......_........... Ser. No............................................... p- Total Load............................. Ser. No.................._...._............_........ Total ....r2....n........~.............. Remarks: _____________________~~~_.C~~____________.___________..____________mm___mm__m___m._m___ , _m___________________.__________.__m__m_____________________mm__m____m_mmmm___m____m__mu__huu,__jiI______._._____.________m____u__m____ ;~.1~te.:__m_________m__ ::~_~_~:__~~_~_~~~_~_m_m By --([l!f!~d,,~k_~ NOTICE--Current must not be turned on until Certif1cate 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? 17408 Address/..,................_............__......._.......................................................__._........................_........Date..._......____.._.._.........._._...._......__........ Owner.......................___.......___.___.._.._......_......__._..............................._....._.....................Tenant.................................................................... Wiring Contractor........................................ ..._.............................................................................By.........................__................................._ ''\ NOTICE-Current must not. be turned on untU Certlf1cate at 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. '. \ 1M Olympic Printers, Inc.