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Home My WebLink About1631 W 5th St - Engineering TECHNIcAL_ Permit I2 4 g Address Le 31 w 5 51 Project description cep 2Ad c, f Co.r poll" a l i Date the permit was finaled 21. Number of technical pages 1'5 x 'F +r.- .:o-w.. a >.aw"77.fi 3 -.M -rvaw ,.Y°• 1+..� Hq a P c`,. -t. )....r.0 :e.: s«s., Structural Calculations For: Single Family Residence Addition Thompson Residence 1631 W. Fifth Street Port Angeles, WA 98363 TPN 0630000129650000 PREPARED FOR: Keith Thompson 1631 W. Fifth Street Port Angeles, WA 98363 (360) 477-4331 NTI JOB NUMBER THOK1102 *LIMITATIONS NTI Engineering Land Surveying has been retained in limited capacity for this project. Both Design and Calculations have been based on information provided by the client, who is solely responsible for the accuracy of said information. The Engineer assumes no responsibility or liability for any element of this project not specifically addressed in or by these calculations, totalling i 3 sheets (including this cover), nor is any responsibility to be assigned to the Engineer. Any alterations to the design of this project MUST be brought to the attention of the engineer for consideration as to the impact that they will have to the engineered design. Any and all deviations from the engineered design, not approved in writing by the engineer, will make these calculations NULL and VOID. The signature on the "Original Set" of calculations will appear in Blue ink 41 \NE WA S 9 ft, r NTI 1 www.nti4u.com •O �F 4468 G4 NTI ENGINEERING LAND SURVEYING F SS /ONAL E 717 SOUTH PEABODY STREET, PORT ANGELES, WA 98362 Engineers Land Surveyors Geologists Construction Inspection Materials Testing (360) 452 -8491 FAX 452 -8498 E -Mail: info@nti4u.com ®Boie Cascade Single 3 -1/2" x 9 -1/2" VERSA LAM® 2.0 3100 DF Floor Bearn \FBO1 BC CALC® 3.0 Design Report US 1 span I No cantilevers 1 0/12 slope Tuesday, January 03, 2012 Build 440 File Name: Floor Joist and Beams.BCC Job Name: Description: FB01 Address: Specifier: City, State, Zip: Designer: Customer: Company: Code reports: ESR -1040 Misc: 3 9 v V V v V 9 9 or v 9 v s V H V 9 T v v 9 9 v v v. v V V v V v V s 'O v v 9 9 9 v v 4 v v V 9 4 s V v 9 v V v 9 V 4 v v 4 v 9 2 V V V v V v L v v v v v v v v 9 9 v w 9 v 1 4 R v 9 v 9 v v V v T V 9 9 9 v V O' 9 9 1 9 v 9 9 V 1 9 V V 9 v 9 9 v V v' 9 9 9 9 hru ,sLS X' .'m. a *gt w ^r T-«N. .e,,gr F tr j r,�", rshn 3.., ri a s 1 41 t °w,,: ag,45 tA''x= e a 12 -00-00 BO, 5 -1/2" B1, 5 -1/2' LL 470 Ibs LL 470 Ibs DL 1,187 Ibs DL 1,187 Ibs Total Horizontal Product Length 12 -00 -00 Live Dead Snow Wind Roof Live Trib. (in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00 -00 -00 12 -00 -00 40 10 01 -04 -00 2 Wall Load Unf. Lin. (Of) L 00 -00 -00 12 -00 -00 0 164 n/a 3 Roof Load Unf. Lin. (pif) L 00 -00 -00 12 -00 -00 25 12 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,337 ft -Ibs 31.1% 100% 1 1 Internal Completeness and accuracy of input must End Shear 1,312 Ibs 20.8% 100% 1 1 Left be verified by anyone who would rely on Total Load Defl. L/686 (0.196 35.0% 1 1 output as evidence of suitability for Live Load Defl. L/2,418 (0.056 14.9% 1 1 particular application. Output here based Max Defl. 0.196" 19.6% 1 1 on building code accepted design Span Depth 14.2 n/a 1 properties Installation o of n o BOISE engineered wood products must be in accordance with Allow Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide BO Post 5 -1/2" x 3 -1/2" 1,657 Ibs n/a 11.5% Unspecified or ask questions, please call B1 Post 5 -1/2" x 3 -1/2" 1,657 Ibs n/a 11.5% Unspecified (800)232 before installation. BC CALC®, BC FRAMER® AJST"", Notes ALLJOIST®, BC RIM BOARDTM, BCI® Design meets Code minimum (U240) Total load deflection criteria. BOISE GLULAMT"^ SIMPLE FRAMING Design meets Code minimum (L/360) Live Toad deflection criteria. PPLUS® US V ERSA RIM®IM®, ,VERSA RIM VERSA Design meets arbitrary (1 Maximum load deflection criteria. VERSA STRAND®, VERSA STUD® are trademarks of Boise Cascade, L.L.C. Page 1 of 1 a Boise Cascade Single 9 -1/2" BCI® 5000 -1.7 DF JoistJ01 BC CALC® 3.0 Design Report US 1 span I No cantilevers 1 0/12 slope Tuesday, January 03, 2012 Build 440 16 OCS I Repetitive I Glued nailed construction File Name: BC CALC Project Job Name: Description: J01 Address: Specifier: City, State, Zip: Designer: Customer: Company: Code reports: ESR -1336 Misc: Y i a. K AAA t -4 a S Vi k i-"' i fe' "l y, '4;4-Mr, S ::TAM,—.-t;.(7. Pj a fi t., 0 M J a_ ;f. rs 7, .1C a a a w s W 5,. .2 ,-2 12 -00 -00 BO, 2 -1/2" B1, 2 -1/2" LL 320 Ibs LL 320 Ibs DL 80 Ibs DL 80 Ibs Total Horizontal Product Length 12 -00 -00 Live Dead Snow Wind Roof Live OCS (in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00- 00 -00 12 -00 -00 40 10 16 Controls Summary Value Allowable Duration Case Span Disclosure Pos. Moment 1,142 ft-Ibs 46.4% 100% 1 1 Internal Completeness and accuracy of input must End Reaction 400 Ibs 38.6% 100% 1 1 Right be verified by anyone who would rely on Total Load Defl. L/880 (0.16 27.3% 1 1 output as evidence of suitability for Live Load Defl. L/1,100 (0.128 43.7% 1 1 particular application. Output here based Max Defl. 0.16" 16.0% 1 1 on building code accepted design properties and analysis methods. Span Depth 14.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with Allow Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide BO Wall /Plate 2 -1/2" x 2" 400 Ibs n/a n/a Unspecified or ask questions, please call B1 Wall /Plate 2 -1/2" x 2" 400 Ibs n/a n/a Unspecified (800)232 0788 before installation. BC CALC®, BC FRAMER® AJSTM, Notes ALLJOIST®, BC RIM BOARDTM, BCI® Design meets Code minimum (L/240) Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets User specified (U480) Live load deflection criteria. P V LAM®, VERSA RIM PLUSUS® VERSA RIM®, Design meets arbitrary (1") Maximum load deflection criteria. VERSA STRAND®, VERSA STUD® are Composite El value based on 23/32" thick sheathing glued and nailed to joist. trademarks of Boise Cascade, L.L.C. Page 1 of 1 BoieCascade Single 1 -1/4" x 9 -1/2" VERSA STRAND® RIM 0.8 OSB Floor Beam1FBO2 BC CALC® 3.0 Design Report US 1 span 1 No cantilevers 1 0/12 slope Monday, January 09, 2012 Build 440 File Name: Floor Joist and Beams.BCC Job Name: Description: FB02 Address: Specifier: City, State, Zip: Designer: Customer: Company: Code reports: ESR -1053 Misc: i 3 v 1 r r 8 r e_ r e r w r v r r m ,T 1. t 7 4 r r 'v v r r Pd `y ,.4 r V V v Tr r e. t a I 2 i I 1 i i r r 9 r r r r 9 r r r r T r r V Y r r T 'x�`6 �;2 r r X� c-r i t�`aza �'a' as Po .-w x,� r t i� 4 y4 3,' ,5:_ r`yY, :i 9� AiLi a x A fit,„ f 5f,t, y'a• pa y t5igi ;c:,:; .fie,, it a2f, ,�r ��.c a 4x", ,"�.'4 :i !:;a .`;:"x.. .2.:':..v�: A.,rr 08-00-00 BO, 3 -1/2" B1, 3 -1/2" LL 320 Ibs LL 320 Ibs DL 509 Ibs DL 509 Ibs SL 200 Ibs SL 200 Ibs Total Horizontal Product Length 08 -00 -00 Live Dead Snow Wind Roof Live Trib. (in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00 -00 -00 08 -00 -00 40 10 02- 00 -00. 2 Wall Load Unf. Lin. (plf) L 00 -00 -00 08 -00 -00 0 80 n/a 3 Roof Load Unf. Lin. (pif) L 00 -00 -00 08 -00 -00 24 50 n/a Controls Summary Value Allowable Duration Case Span Disclosure Pos. Moment 1,829 ft -Ibs 89.8% 115% 2 1 Internal Completeness and accuracy of input must End Shear 970 Ibs 30.0% 115% 2 1 Left be verified by anyone who would rely on Total Load Defl. L/345 (0.262 69.5% 13 1 output as evidence of suitability for Live Load Defl. U683 (0.132 52.7% 13 1 particular application. Output here based Max Defl. 0.262" 26.2% 13 1 on building code accepted design properties and analysis methods. Span Depth 9.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Allow Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide BO Post 3 -1/2" x 1 -1/4" 1,029 Ibs n/a 16.6% Unspecified or ask questions, please call B1 Post 3 -1/2" x 1 -1/4" 1,029 Ibs n/a 16.6% Unspecified (800)232 0788 before installation. BC CALC®, BC FRAMER® AJST"^, Notes ALLJOIST®, BC RIM BOARDT"^, BCI® Design meets Code minimum (U240) Total load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum (L/360) Live load deflection criteria. P PLUS®VERSA US, V ERSA RI I LAM®, VERSA RIM M®, Design meets arbitrary (1") Maximum Toad deflection criteria. VERSA STRAND®, VERSA STUD® are trademarks of Boise Cascade, L.L.C. 3 o la Page 1 of 1 BoseCascade Single 6 x 6 DFL #2 -Post BC COLUMN® 3.0 DESIGN REPORT US ASD 8' 0" Column Freestanding Build 440 File Name: BC COLUMN Project Job Name: Description: Address: Specifier: City, State, Zip: Designer: Customer: Company: Code reports: WCLIB Misc: Updated: Monday, January 09, 2012 14:34 Load Summary Live Dead Snow Wind Roof Live 5.5" Tag Description Load Type Start End 100% 90% 115% 133% 125% Column P 5.5^ 1 Conc. Pt. (Ibs) 08 00 00 08 00 00 3,120 1,152 0 Freestanding AL 4; Bracing Elevation Sheathing Top 08 -00 -00 Base 00 -00 -00 Load Controls Summary Value Allowable Duration Case iv Col. Compression n/a 23.7% 100% 1 Top 1 Slenderness Ratio 17.45 34.9% 100% 8' 0" Cautions i Design perpendicular grain p 6 Desi n does not consider er endicular to rain stress on the sill plate or other su pporting member. ,tea x v, Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Column is intended for use with gravity and out of plane lateral loading only PI* Design is based on member being used as a column only Disclosure r it The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of Ii suitability for a particular application. The output above is based upon building code accepted design properties and A, analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232 -0788 before beginning product installation. s p BC CALC® BC FRAMER®, BCI®, BC RIM BOARDTM BC OSB RIM BOARDTM BOISE GLULAMTM, VERSA -LAM 'i,' 4.0 VERSA -RIM®, VERSA -RIM PLUS®, VERSA- STRANDTM, VERSA STUD®, ALLJOIST® and AJSTM are trademarks of Boise Cascade, L.L.C. ki AV LL a '"re, r- k 44 cl OM O Not to scale 4 y. 0 -F 1 a Page 1 of 1 MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 1/5/2012 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C: \Program Files \MECAWind \Default.wnd Detailed Wind Load Design(Method 2) per ASCE 7 -05 Basic Wind Speed(V) 100.00 mph Structure Type Building Structural Category II Exposure Category C Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor 0.85 Alpha 9.50 Zg 900.00 ft At 0.11 Bt 1.00 Am 0.15 Bm 0.65 Cc 0.20 1 500.00 ft Epsilon 0.20 Zmin 15.00 ft Slope of Roof 2.63 12 Slope of Roof(Theta) 12.34 Deg Ht: Mean Roof Ht 25.87 It Type of Roof Gabled RHt: Ridge Ht 26.74 ft Eht: Eave Height 24.99 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area 350.00 ft^ 2 Bldg Length Along Ridge 21.40 ft Bldg Width Across Ridge= 12.00 ft Gust Factor Category I Rigid Structures Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 0.85 Gust Factor Category II Rigid Structures Complete Analysis Zm: 0.6 *Ht 15.52 ft lzm: Cc *(33 /Zm) ^0.167 0.23 Lzm: 1 *(Zm /33) ^Epsilon 429.99 ft Q: (1 /(1 +0:63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.94 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Figure 6 5 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient -0.18 Figure 6 -6 External Pressure Coefficients Cp Loads on Main Wind -Force Resisting Systems(Method 2) 5 5 ok 1 41141P iiiiiiiiii r r! Ell nu 10 M II 11 IN 10 1:1111 II L II 1 III III Z III 1 1 M III IN IN II lid iii II l•i 11i 14 I• .I B B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) 0.95 Kht: Topographic Factor (Figure 6 -4) 1.00 Qh: .00256 *.(V) ^2 *I *Kh *Kht *Kd 20.72 psf Cpww: Windward Wall Cp(Ref Fig 6 -6) 0.80 Roof Area 350.00 ft ^2 Reduction Factor based on Roof Area 0.89 MWFRS -Wall Pressures Perpendicular to Ridge Wall Cp GCpi(psf) GCpi(psf) Leeward Walls -0.50 -12.53 -5.08 Side Walls -0.70 -16.06 -8.60 Top Elev Bot Elev Kz Kzt qz Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi -GCpi Kip K -ft 26.74 16.74 0.96 1.00 20.86 10.46 17.92 22.99 3.3 11.2 20.00 10.00 0.90 1.00 19.63 9.62 17.07 22.15 8.1 68.0 10.00 .00 0.85 1.00 18.47 8.83 16.29 21.37 12.6 171.4 Note: 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Cp GCpi(psf) GCpi(psf) Windward Min Cp -1.16 -24.16 -16.70 Windward Max Cp 0.18 6.90 0.56 Leeward Perp to Ridge -0.65 -15.18 -7.72 Overhang Top (Windward) -1.16 -20.43 -20.43 Overhang Top (Leeward) -0.65 -11.45 -11.45 Overhang (Windward only) 0.80 13.99 13.99 MWFRS -Wall Pressures Parallel to Ridge Wall Cp GCpi(psf) GCpi(psf) Leeward Walls -0.34 -9.78 -2.32 Side Walls -0.70 -16.06 -8.60 Top Elev Bot Elev Kz Kzt qz Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi -GCpi Kip K -ft 26.74 16.74 0.96 1.00 20.86 10.46 17.92 20.23 1.6 5.5 20.00 10.00 0.90 1.00 19.63 9.62 17.07 19.39 4.0 33.5 10.00 .00 0.85 1.00 18.47 8.83 16.29 18.61 6.2 84.3 Note: 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Dist from Windward Edge Cp GCpi(psf) GCpi(psf) 0.0 ft to 12.9 ft -1.15 -24.03 -16.57 12.9 ft to 21.4 ft -0.70 -16.06 -8.60 -0.70 -16.06 -8.60 (.0 6,45 /.053 (o Twbte )1,0- S /,11(0 i /..5.g i41l/.- /I. S, o, L-11 sbs r r (r, SS 0.53(0)6. 11 (0 b. 7g ti )1,1-1 -1 59, 3 C�� s. 1 (s .5-)66* N o. yg 1 (1 a a- w C b. 4,s Cr ►i' ►�.a F= 1,.. (ThruSl.ri (sei13, V- w= aiN5 (94-c-,e V' a 1 wo r G.Y■ ��,q�s 1t CAECA W ,A U2v a0. eer our /1/ ,s-e- F= 0, ►n3P, /-I 1 ps f) a(Aop6( -1& 3c-1.011 If LA. 9p5 f Iea. 3. 3 5 (-�c�—" 7U�nS U 3 f DD,S8', 7 .D.sF?,71; )(1(1# I� Lon.re v4-4 a4u. 0.103 a 11 ps.p a (/(2 5 )(€7• le I 3p SO ns Cam. b c.l 3.),3256 �1 x t; 9. F /1.7 Jf V 1 I i3 l I f (s-ee Ve );:.3 ?V' 2)4458 't i f (o ;I Y s U.1• T R DATE: J S -la NTI Engineering Surveying DESIGNED BY: 0 6 r Northwestern Territories, Inc. PROJECT: AAA -A-.( OA Engineers Land Surveyors Geologists Materials Testing L I FOR: I4,P.4 �,,a.�st��, NTI 717 SOUTH PEABODY PORT ANGELES, WASHINGTON 98362 (360) 452 -8491 SHT 11 OF 1 www.nti4u.com info @nti4u.com C o l o I 1 1 t oa c i S L Co r -F loo 3,3 &-P--e- P 6) 0 8�, a3 I� 2\ D3ga5.3 -u X 39 a 1 19 p if p y coNuew -ivn. Ved& a3 O 06°' -(3 I C.or\ cL or r, reu%) l ej.e,reAik L,c L1/4311.1 :'s Any Ao.3 0,11 v of o'' s Lo C �S rvvp 7 \s _6) Lk 1 4 6 r COX w/ C h& I cto U..8 --e_ Si Np s c.) n S I Epox 5/ �1 x ,5 g e s NTT R DATE: NTI Engineering Surveying DESIGNED BY: Ct Northwestern Territories, Inc. r PROJECT A'c��.1 -U ��n Engineers Land Surveyors Geologists Materials Testing TI1 FOR: P 1 n.np �t�/� S 717 SOUTH PEABODY PORT ANGELES, WASHINGTON 98362 (360) 452 -8491 U SHT: I OF www.nti4u.com info @nti4u.com 0 0 4 1--/ (J (J r -1 (J (J O i 0._ (J i_ —I D 07} ®J I 2 r O i 9 I— 61 D N 21' 4% VERIP7 1 •y I 1 1rnV I7MMMO17inIIIIIMMII I N i n X o N 1 co 1 I ll m 51 1 1.6 m Z .....IIWiM110Pi11._ �91NnuM1 0 oir RRz11 y r_ v m'I L I i ld P i ■��NYMM4'�11 II111YI11WYII1IIIpl111141I II '4 i o! 3 g ii 1 1 g r 14 8 i' ,3 ii Z REVISIONS: BY: DRAWN BY: C n z 1 g JERRY O'CLAIRE 4 H Z IB Q 6 DRAFTING DESIGN 0 o A q CHECKED BY: DATE: FOR o KETN AND BEVERLI' TNOI"IPSON C' Fr Jerry Dr Desliper 1 Ibo31 W. FIFTH S PORT ANGELES, WA i f ,,,21oNa y b N Y 1 E U L_ -1-U -L —LI 1 I g e4,9 -ry� pR4M s 0 4` c 1 D 187.. Z g I 3 C i Iy W /T —f Tom T a V S R i .4 t1 G 1 E ai I BC.1 smm i JOIBi y Y L AT 16' OL. U/ R R7tlUl e a O JJJJJJ -1,- g a i 1 €a g 0 2I' -43s 1 VERIFY 4 1 1 1 P o I 3 1 ti I- Z O al v 3I E u F.' t. t t..! c 0 1 Dr g 2i'• 4Y' VERIFY Y oo M m q O 4� g E 0 0 i i 0 A y REVISIDNS: BY: DRAWN BY: C s 2 X y E JERRY O'C:LAIRE A E N1 O E '�7 1 j. 0 S °4%. o CZ if CHECKED BY: DATE: O1 '''i "DRAFTING DESIGN N KETI-! AND BEVERLY THOMPSON b i C' la Fr Jerry rt MO 1631 W. FIFTH STREET PORT ANGELES, WA i f 244Z La.s 9" 4,52-3'130 Port A Q t WAYB1E3 O p e e 5 T o z H v O i m 1 j► L! 1 1 0 m INIMII y r,.1 111Q b yg a�g i 4,________!: g o a a 7 1 II 1 2 4 ig lie r MO 1 NEW E°4oI G W tILA L D O EXIBT[N LL Im' -Clj' 10'.x, mos■.■■ D N y r 21.-4Y1 g 3 3 A ERIERIFY' 4 Z� Y� 0 i 3W gFig p F o g 3 4 IHIH 11 I 111111 NO 3 ii 1,1____ \CO 1 q h I I N o 1 I __I 6iiii 1 t m o p i IHIOIIII 1111111 R i l 7sb XEq P 6 X F o err REVISIONS: BY: DRAWN BY: j /�c�7� I F7 JERRY O'GLAII� O i� 0 V ✓P/" O E RI n, FOR J' Q DRAFTING DESI N CH BY: DATE: 1 <E Ti—[ T i- 101 i=S ON r r Fr Jerry a'ora m 2 1&31 UJ. FIFT-4 STREET PORT ANGELES, WA 1 l 452 -3130 fi..'-~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUll..DINGDIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number. . . Property Address . . . ASSBSSOR .PARCBL NUMBER: Application description SUbdivision Name . . ProPerty ZOning .. . . Application valuation , 03-00001029 Date 10/21/03 1631 W 5TH ST 06-30-00-0-1-2965-0000- PUBLIC WORKS UTILITBS . o owner Contractor WILSON DONALD. D 1137 W.8TH ST PORT ANGBLBS OWNER WA 933635603 ~-.....-..-'''----,-- - -- - - - '---.- - - -- - ....-- - -..;. -,- ~~, - - -.~ - -.... _.- - ~ - - - - - - - - - -... - - - - - - -....- '"'!' -- - - - - --- Permit . . . . Additional desc Permit Fee . . Issue Date . . Bxpiration Date RIGHT OF WAY Plan Check Fee . Valuation . . . 45.00 10/21/03 4/19/04 .00 o Qty Unit Charge Per '1.00 45.0000ECH RIGHT OF WAY PERMIT EXtension 45.00 Fee swmnary Charged . Paid Credited Due ---~------------- -------..--- ---------- ---------- ---------- Permit Fee Total 45.00 45.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 45.00 45.00 .00 .00 ......... ~ '->J SeparatePeflTlltsare required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvel'T\~nts. This ~rrriifbecomes nuUandvold ifwork or construction authorized is not commenced within 180 days, if construction or work Issuspendedor 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 Ir-spection. .1 hereby certify that I have read and examined this application and know the same to tJe true and corre<::t:Allprovisipns of laVY's .and 9r~inancesg!?vemin~ this type of work wil.l. be complied with whether specified herein or not. The grantingQf a permltdoes not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of .construction. . . Signatur;!'rof Contractor or Authorized Agent Signature of Owner (if owner is builder) Date Date T:\PL~G\F0Rt1S\1102.15[412002] ,. __}':'_:M~", 'f)'r;~,;':~ -~'-~':'-':;;:?~Ef6.,:~~~~.,?~?~.::-J~r.~Jffff~j~?~: ,F,,'-i .' ," _ {::~~1%'?}~~.~::f;?~'\_;:'~.5~?-:}'~.-:: _ _ _ ';-~.f~~1,!;r~~".~;J~~1J~!f~~~~,j.r~~~~l;, i'/I,;,~f~:-~5' ::;-~T;' -, <7~:k!::f:;f-T\.;:~.~!:~.l.~.}'~,- "'" . M,. -..' v". ^ ~~<~ .. . . '," ....iT'. :,;;.~cc::,4:j,~'l BUILD~~ip.ERMITINSrECTlONRECORD' . ,ft;{b-,{f(~<ff<, CALL 417-4815' FOR BUILDING INSPEGTlqNS;:PLE.ASE PROVU>EA~MUM24 HOUR"NOTlqF....fJVIS.VIiI.A.JJI~uj.,TOl~JrER, INSULATE OR CONCEAL ANY WORKBEFO!lEJN$PECTED AND A CCEPTED::' POST PERMlTINA:C()NSPICb6us:~TroN;" ' .'.~-:~;-- ~.~'-=:::' ~.~:;.~ ~!, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE ...-~ , . c." " INSPECTION TYPE .. bATE ACCEPTED ': ". , .'CQftlMENTI; . ,. YES J ! NO' " .. ,_:;'~r rj{s.~ . . ! ;"., .., FOUNDATION: '.. .' FOO'tiNGS .. ; .' '. WALLS ;FCKJND~nON DRAINAGE . ......... .. . ... ELECnuCAL' , (LIGHT DEP1) SEPARATE PERM:IT: 1# .. . .. . RQUGH,.IN . '. , '. .' .. . PLUMBING." . . UNDER FLOoR I SLAB . ROuqlfJN -;- r~, '., i~ WATER LINE , G~:"INE . . . BAcKttbw'/WATER . '1 ".", .' ,~ ' .. AIR SEAL .; . WALLS ; '. .. .' '. , .. . I , ,.CEILING ..' . .. , FRAMING . .. ,.... '. .' . '.. . IO~ lGIRJ?ERS SHEAR)V4L. .. ..... .. WAits/RooF/CmING . . .' DRYVi.ijJ:." . .:;. ..' T-BAR ,<..... i . INSULAT~~' ,.',". . .. ., SLAB .... .' . - W ALLII1LOPR I CEILING , .' '. I MECHANi~ \ ". . . HEATPllMP . WOOD STovE} PELLET I CHIMNEY HOOD /' DUCTS .--- . "'. PW uTlLmES / SITE WORK '~Divisicin) SEPARATE PERMIT I#'s: WATERLINE! METER .~ SEWERCONNECnON . . .' SANITARY .' . STORM .i PLANNING DEPT. SEPARATE PERMIT I#'s .' . SErA: . .. PAiuaNGlLIGHTlNG ESA: ~ING SHORELINE: . '.' ,U .... .. ;'f~.Vl~!~IRN~.~QU,I,REI) PRIOR TO OC<;VPANc,vroSE' -:. "^-~ .... ..' . " RESIDENTIAL DATE; , YES NO ...COMMERCiAL;. . DATE '..' ~ ~f~Eit~;.., , " ,. . '.: .' F ,. '. .. " YES ."NO. . 411:.t:n~ .. .-", .,. " ELECfRlCAL - LIGHT DEPT. ELECTRICAl; ..., " .. ..' LIGlIT Il~y,r. .':' , ,c,:,: '.': } , CONSTRUCTION R. W./ PWI . 4~ CONSTRUCTI~R.W. ENGINEERING 417-4807 IF PW I ENGINE ., G '.., I< FIRE 417-4653 FIRE DEPT. ." . . PLANN.ING DEPT. 417-4750 .,' .... PLANNING D~.' 'iC. e- '. . BUILDING .. 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [412002J ~ ~ORT ~ A...4..0~~~ ~,...~ '"-~ ~ "4i:~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORTANGELES,WA98362 03 --1029 03-00001029 Date 10/21/03 1631 W 5TH ST 06-30-00-0-1-2965-0000- PUBLIC WORKS UTILITES Application Number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property zoning Application valuation o 6 ~ Owner Contractor WILSON DONALD D 1137 W 8TH ST PORT ANGELES OWNER \ ~~\ WA 983635603 ---------------------------------------------------------------------------- Permit Additional desc Permit Fee Issue Date Expiration Date RIGHT OF WAY 45 00 10/21/03 4/19/04 Plan Check Fee Valuation 00 o Qty Unit Charge Per 1 00 45 0000 ECH RIGHT OF WAY PERMIT ~ Due Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- Permit Fee Total 45 00 45 00 00 Plan Check Total 00 00 00 Grand Total 45 00 45 00 00 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of c~'~V~ /J-:zI-:2w], Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date TWLANNING\FORMS\1102.15 [4/2002] cJ ,OOT ~ (>> . ---- ~ "4i:lC~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 () 3--/ Z-() Application Number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property zoning Application valuation 03-00000120 Date 1631 W 5TH ST 06-30-00-0-1-2965-0000- PUBLIC WORKS UTILITES 7/22/03 o Owner Contractor 145 00 7/29/02 Plan Check Fee Valuation 00 o ~ ~ ~" ~ \J\ \~ WILSON'DONALD D 1137 W 8TH ST PORT ANGELES OWNER WA 983635603 Permit Additional desc Permit Fee Issue Date DRIVEWAY INSTALLATION Qty Unit Charge Per ~x 0 BASE FEE 145 00 ---------------------------------------------------------------- ------- -- Permit RIGHT OF WAY Additional desc Permit Fee 45 00 Plan Check Fee 00 Issue Date 2/07/03 Valuation 0 Qty Unit Charge Per Extens~ ---------------------------------~~-~~~-----------------------~=~ Permit SEWER SYSTEM DEVL CHARGE Additional desc Permit Fee Issue Date Expiration Date 745 pO 2/10/03 8/09/03 Plan Check Fee Valuation 00 o Qty Unit Charge Per Exte~ BASE FEE ,...---'74500y ----------------------------------------------------------------~ Permit SANITARY SEWER HOOK UP Additional desc Permit Fee 95 00 Plan Check Fee 00 Issue Date 2/07/03 Valuation 0 Qty Unit Charge Per extenso BASE FEE 5 00' -----;~~~~---------------;;-;~;;;-~;~;;~-~~;-;;;--------------- ---------- Additional desc Permit Fee 1025 00 Plan Check Fee 00 Issue Date 2/07/03 Valuation 0 Qty Unit Charge Per Extens~ BASE FEE ~) ---------------------------------------------------------------~ Other Fees WATER METER RESIDENTIAL 640 00 Fee summary Charged Paid Credited Due 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. Date Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) TWLANNING\FORMS\ 11 02.15 [4/2002] f:! ~ORT -v: ~4..~~~ ha '"-~ ~ "4i:-;-~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT .. BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number 03-00000120 ----------------- ---------- ---------- Permit Fee Total 2055 00 2055 00 Plan Check Total 00 00 Other Fee Total 640 00 640 00 Grand Total 2695 00 2695 00 iI'..~ Page 2 Date 7/22/03 00 00 00 00 00 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T'\PLANNING\FORMS\1102.15 [412002] ,. c-~ /@/j1/v ...- -* 17. 0 r!)3--/GO PUBILle WORKS & R/W PERMIT U Attached Notes OWNER/APPLICANT Donald Wilson 1137 W 8th Port Angeles, W A 98363 000/604-7195 PROJECT INFO Work is Plans Required Contractor' OWNER Performance Bond Required Proof of Insurance Work to Perform Issued I I Permit No Work Order' 1301 o PROPERTY LOCATION 1631 5TH ST W Lot: 13 Subdivision Parcel No Block. 129 TPA 063000012965000 D Long Legal Value Worko $000 Start Date I I Finish Date 206/000-0000 I I Amount: $000 ~ Misc ~ Sanitary Sewer D Storm Drain D Underground Tele/Elec ~ Install D Repair ~ Watermain DWY PROJECT NOTES DRIVEWAY IS TO BE SEPERATE FROM EXISTINGo SIDEWALK TO BE INSTALLED WATER IS OFF 5TH STREET SAN. SEWER IS IN ALLEY paid for dwy 7/29/02 rec # 7467 FEES ASSESSMEN"F 1 ) RJW Excav. $45 00 + 15 ) Other San Sewer' $000 2 ) Sidewalk. $000 16) Sew Tap Wye/Man Tap $000 3 ) Curb/Gutter' $000 17 ) Sew Capl W 1M Removal $000 4 ) Driveway. ~ 18 ) Alter Repair Sewer' $000 5 ) Dwy Culvert: 19 ) Storm Drain $000 6 ) Street Cut: $000 20 ) Catch Basin per ea $000 7 ) Other RJW $000 21 ) Sewer System Dev' $74500 '- 8 ) Fire Hydrant: $0. 22 ) Milwaukee Dr Sew Ass $000 9 ) Res Water Sew 5/8" $640 00 - 23 ) RJW Use Perm $000 10 ) Comm Water Servo 000 24 ) Admin Cost (0 RA) $000 11 ) Other Water Service $000 25 ) 0 RA. $000 12 )Water System Devo $1,02500 -f 26 ) Misc' $000 13 ) San Sewer SFR $95 00,,",,- TOTAL FEE. $2,695.00 14) San Sewer MFR $000 add unit 0 Amount Paid $785 00 Receipt No 7473 Inspection Fee $000 Balance Due $1,910.00 ~ ~ --- ~ ~ PUBILle WORKS & R/W PERMIT Cl Attached Notes OWNER/APPLICANT Donald Wilson 1137 W 8th Port Angeles, W A 98363 000/604-7195 PROJECT INFO Work is Plans Required Contractor' OWNER Performance Bond Required Proof of Insurance Work to Perform Issued I I Permit No Work Order' TPR~:~~:~~~~~IO~-- ----~--- i Lot: 13 Block. 129 I' Subdivision TPA . ~arcel _ NO_~30000~ 29650~_~_~_~ng Legal Value Work. $0 00 1301 o Start Date I I Finish Date. 206/000-0000 I I Amount: $000 ~ Install [g] Sanitary Sewer [J Repair D Storm Drain LSJ Watermain D Underground Tele/Elec ~ Mise DWY PROJECT NOTES ~------- ~---- _~___~__ DRIVEWAY IS TO BE SEPERATE FROM EXISTING. SIDEWALK TO BE INSTALLED WATER IS OFF 5TH STREET SAN. SEWER IS IN ALLEY FEES ASSESSMENT 1 ) R/W Excavo 2 ) Sidewalk. 3 ) Curb/Guttero 4 ) Driveway' 5 ) Dwy Culvert: 6 ) Street Cut: 7) Other R/W 8 ) Fire Hydrant: 9 ) Res Water Servo 5/8" 10) Comm Water Servo 11 ) Other Water Service 12 )Water System Dev' 13 ) San Sewer SFR 14 ) San Sewer MFR add unit ---~--- --- Receipt No 7473 Inspection Fee $000 - "----- ~- -------- --- -------.._- --------- $45 00 15 ) Other San Sewer' $000 $000 16) Sew Tap Wye/Man Tap $000 $000 17 ) Sew Capl W 1M Removal $000 $14500 18 ) Alter Repair Sewer' $000 $000 19 ) Storm Drain $000 $000 20 ) Catch Basin per ea. $000 $000 21 ) Sewer System Devo $745 00 $000 22 ) Milwaukee Dr Sew Ass. $000 $640 00 23 ) R/W Use Perm $000 $000 24 ) Admin Cost (0 RA) $000 $000 25 ) 0 RA $000 $1,02500 26 ) Mise: $000 $95 00 TOTAL FEE. $2,695.00 $000 "---..- 0 Amount Paid $640 00 ~~~----_._-_._-- --~------ Balance Due. $2,055.00 CITY OF PORT ANGELES DLD ~ool- )(=19 DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST I-^~-D J-. Date Time Received by (phone, person) Location of Work to be inspected 16 '] I L0 z;- -111 Name of person requesting inspection -Fi. k) I ) ((\y Address of person requesting inspection 11 +Ill r- [) Phone No Type of Inspection (circle appropriate one) Permit No Sewer Foundation Framing Chimney Plumbing Final Sewer Excav Other /301 UJ~~~- INSPECTION NOTES -J-b Time J:- Ai '*tt-Ii 1.) ({ i U ~..e 'V V I 2 -Q- ' fv~ }?/\ ~4-e~,-- c- <1 F /x.;z3S'7S/ By I X ~15 W<\... +-e~- 9' u-> <"''-..-+-e 1-- 41?/.Pv Yl '" Inspected Date Remarks RESTORATION REQUIRED YES ./ NO L/ \\~~y>~ \t t:)it ~ ~ SURFACE RESTORATION SURFACE TYPE D Unimproved D Gravel D Repaired by City [] Repaired by Permittee [] No Damage Found D Asphalt 0 PCC Work Order # ~ l ~PLETE o INCOMPLETE D Other ~ (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION FOOTINGS WALLS FOUNDA T\ON DRAINAGE ELECTRICAL (LIGHT DEPT) SEP ARA TE PERMIT # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB I ROUGH-IN WATER LINE GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL WALLS 1 ROOF I CEILING DRYWALL T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL HEAT PUMP WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA. P ARKINGILlGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W I PWI CONSTRUCTION R.W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING , I TWLANNINGIFORMS\I J 02.1 'i [412002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONSo PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO FOUNDATION ,", FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 <'1IRDERS SHEAR WALL WALLS 1 ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEA T PUMP WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: W A TERLlNE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARA TE PERMIT #'s SEPA. P ARKINGILlGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W / PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING TWLANNING\FORMS\1102.15 [412002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO FOUNDATION FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL WALLS 1 ROOF 1 CEILING DRYWALL T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKINGIUGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W 1 PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T'\PLANNING\FORMS\1102.15 [412002]