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HomeMy WebLinkAbout603 S Chase St - BuildingPREPARED 11/05/10 8 27 53 CITY OF PORT ANGELES ADDRESS 603 S CHASE ST TENANT NBR SCHWAGS PROPERTIES LLC CONTRACTOR J J CONST OF PT ANGELES INC OWNER SCHWAGS PROPERTIES LLC PARCEL 06 30 00 0 2 0245 0000 APPL NUMBER 10 00000589 RES REMODEL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 7/21/10 JLL 7/21/10 AP BL99 01 11/05/10 INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE (360) 457 1809 PHONE (360) 457 7149 BLDG FRAMING July 21 2010 8 21 06 AM 1pangrle DEAN 461 3422 FRAMING July 21 2010 4 30 36 PM jlierly BLDG FINAL TIME 01 00 November 5 2010 8 21 06 AM 1pangrle SCOTT 360 461 4724 BUILDING FINAL RE ROOF AFTERNOON THE PERMIT IS BY THE SIDE LAUNDRY DOOR COMMENTS AND NOTES PAGE 7 DATE 11/05/10 ‘1.(\ (?-0/ k ae.) --a-uva9 PREPARED 7/21/10 8 22 10 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/21/10 ADDRESS 603 S CHASE ST SUBDIV TENANT NBR SCHWAGS PROPERTIES LLC CONTRACTOR J J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER SCHWAGS PROPERTIES LLC PHONE (360) 457 7149 PARCEL 06 30 00 0 2 0245 0000 APPL NUMBER 10 00000589 RES REMODEL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 7/21/10 LL BLDG FRAMING July 21 2010 8 21 06 AM 1pangrle DEAN 461 3422 FRAMING 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 SCHWAGS PROPERTIES LLC 325 HOARE RD PORT ANGELES WA 98363 (360) 457 7149 Structure Information 000 000 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 18 00 Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T:FornsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 BUILDING PERMIT ADD TRUSSES A 167312 347 75 6/15/10 12/12/10 10 00000589 704435 603 S CHASE ST 06 30 00 0 2 0245 0000 SCHWAGS PROPERTIES LLC RES REMODEL COMMERCIAL OFFICE 20000 Application desc ADD TRUSSES METAL ROOF OVER A FLAT ROOF Contractor RESIDENTIAL NEW METAL ROOF BASE FEE 14 0000 THOU BL -2001 25K (14 PER K) STATE SURCHARGE Charged Paid Credited 347 75 347 75 00 226 04 226 04 00 4 50 4 50 00 578 29 578 29 00 Date 6/15/10 J J CONST OF PT ANGELES INC 233 ALICE RD PORT ANGELES WA 98363 (360) 457 1809 ADD TRUSSES A NEW METAL ROOF Plan Check Fee 226 04 Valuation 20000 Due Extension 95 75 252 00 4 50 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 fora period of 180 days after the work has 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 performa ce of nstr Lion. 6 43 sC 7 .Low Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T Forms /Building Division /Building Permit 10 PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping I SHORELINE. Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By ©5 -10 :S Applicant or Agent S S -1 c l Lr Owner S c r l u o r.pe k s L L Owner's Address 32 1o,4.+2_o_. el AD Contractor /Engineer j't.y- Ca ter. Contractor /Engineer's Address 233 f ,4. /,'ce License 3 SC_a ^DT> 'Or o R 4 PA- PROJECT ADDRESS (yo3/ o7 ei sE Parcel Number Project Tvpe Brief Des Check all that apply New Construction Addition Remodel Repair XRe -roof Demolition Sign Heat System Other Floor Areas Basement 1 Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 cription. Residential Commercial ADD TgaS5if Mar ,%i.,) ,..1�r..4L Do „j e #cP' t x i 0 1= IM^ Pi S'rQ.,t01..4.P e. wall- matlnted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sq ft. Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) proposed (sq. ft.) Total footprint of structures sq ft. Lot size Max. height of proposed structures 2 Z Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? ft Aio lYo Occupancy group Occupant load Construction type APPLICATION Print in ink For City Use Only Date Receivedjp q i 0 i Permit #_jl 6 j Date Approved Ph ne 3(00 157 -7iY Phone 34,0 ti s 7 5 Phone 3ta)-y S'7-1,9D9 J4 r r l -S X49 `4 Expires' 69 /op,/ An a! 1 rn end Lot Zoning per sq. ft. of bedrooms of full baths of half baths g Multi- family Industrial TOTAL VALUATION Z D 0o0 sq ft. Lot coverage I have read and completed this application and know it 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, and to obj in jermjt� prior Jo working on projects. e( Date�ir% Zo/D Print Name aorr r5Gnk,46tcfC- Signature T.Forms /Building Division /Bldg Permit Appl. -2006 Code.doc C�l�o�(�000tv��ocooVr�� Treasurer Details 57709 SCHWAGS PROPERTI Page 1 of 4 County Property CUallam County Assessor Treasurer Property Search Results 57709 SCHWAGS PROPERTIES LLC for Year 2010 2011 Account Property ID Geographic ID Type Tax Area. Open Space: Historic Property Multi-Family Redevelopment: N Township Range Location Address: 603 S CHASE ST 607 PORT ANGELES WA 98362 Neighborhood Neighborhood CD Owner Name. Mailing Address: I Taxes and Assessment Que Property Tax Information as of 06/09/2010 Amount Due if Paid on Year|Statemont 2010 46_ 684 2010 40694 2010 40694 2U1U 4OOS4 2010 40694 2010 40694 2010 40694 2010 40694 2010 40694 2010 40694 /2OO9 577082008 2009 577092000 2009 577092008 2009 577092008 2 V 577O920OV 2009 577032008 2009 577092008 2009 577082008 311 57709 0630000202450000 Real 0010 RAl21 PORT STCNTvH2 N Cycle 5 Comm 20953140 SCHWAGS PROPERTIES LLC 325 HOARE RD PORT ANGELES WA 98383 UJ Taxing Jurisdiction SCH STATE SCHOOL COUNTY CC-GEN PORT PORT PORT PORT�NGELE8 SD #121 GCMODLDRx�T *121 NORTH OLYMPIC NT*OcvL|o L|8RARY HO3P#2 HOSPITAL #2 m��eTP�0GT VNLL��GHORE�ETP� CITY_STORMWATER C|TYSTOR�vvATsR VV EEDCONTR0L WEED CONTROL 2010 40694 TOTAL. ST SCH STATE SCHOOL CC-GEN COUNTY PORT PORT PORT P so#1u1 8CHOO� DISTRICT #121 NTHOLYL|B NORTMOLv�P|CL|BRARY HOSP #2 HD8P�8L#2 STORMWATER Legal Description. LOTS 8 AND 9 BL 202 TPA Agent Code L Land Use Code DFL Remodel Property Section Map ID Owner ID Ownership Exemptions. First Half Base Due $363 $1S347 $27.20 $447 96 $470 90 $56.22 *7907 $7937 $25.26 $25 25 $881O $88 15 $0 82_ $uO1 $1752.92 $1752.90 $424.29 $214 72 $30 42 $470 99 $524 69 $62.39 $88 06 $88 15 13 m N 206859 100 0000000000% Second Half Base Due $363 56 $193 48 $27 19 $447 95 $470 92 $56.22 $21475 $30 41 $470 98 $524 71 $62.39 $88 06 $88 16 Penalty Interest Base $0 00 $0 00 $3E $0 00 $0 00 $1C $OVO $000 $2 $0 00 $0 00 $44 $0OO $0 00 $47 $0 00 $0 00 $E $0 00 $0 00 $7 $0 00 $0 00 $2 $0 00 $0 00 $E $0 00 $0 00 $0.00 $0.00 $17o $0 00 $0 00 $84 $0 00 $0 00 $0 00 $0 00 $94 �UOO $0OU �1� $o 00 $o 00 $12 $0 00 $0 00 $17 $0 00 $0 00 $17 hnn//vnn.cJuDnm.oe1:0V0 cor=2Ul d=5770g 6/9/2010 Wt1 r Af4Lrst7 s -1 4 1 7 4 9,/ -1 I I i 1 I I 1/ 1 1 s) 1 1_ 1 1 i_ S ■>(1,`. z 1 --1 i I I i 1 i 1 1 1 1 1 1 1 irA -71)/( 1 -2 f /9-42 I C V 1 1 e' 1 4 i 1 I 1 Cif; 'O1 'iv/ I Isb rd 'A 1 1 i I H 1 1 i- I i I I I I 1 1 11 h 12 j l e'° i 7 6 771X IS I, I t'R,1 F I 1111 milin 11 I T i i 1 i i 1 1 1 icF70,7 1 ri1P--tra 1 ii itc )1-(N3F, b x,i >crz- /,/-7)1 I= 1 1 1 1-ii 1 i 1 1 i 1 i 1 1 ill 1 1 f--1.111531(v101 I 9-irovETI 1 criacin 1 r 7 1- 1 1 01. I I I ____i. i 1 I 1 1 i I 1 1 1 I 4i5/ i I I I I I 1_.1 I l i 11 1 '1 I I 1 1 I I 114 I I 1 I 1 1 1 1-•-• +-4 i 1 I I 1 I 1 I 1 I 1 1 1 1 I 1 1 1 1 1 1___, 1 111 1 1 1 1 1 3 iij I 1 1 i I I I I I I I 1 I _____T_ l I I I I i I 1 I i I I I —4- I I )1 4 1 I 1 1 1 111 I 1 1 i 1 1 1 i I 1 I i 7/ 1 1"s? I I i fv I PF .5 i 1 --i(Ni 1 4 -1 0- l 1 1 -it. 4? lirt■P 1 I 1 1 i 3 0■Wrb j 1 I I 1 1 I :-4S i S-V S 4'd j _1 I I I I 1 1 I I A'14-4" 1:31 IT I"-)61Ara i I c) 0 51 r 1 1 1 1 I 1 1 1 1 1 1 1 1 I I F 1 i I I. .1_ 1 I i 1 1 1 1 1 T____ t 1 it 1 /7 I lc 1 --f-- GAilf r x 6 /-1/-1-1-1-1 I 1 -4,- il 111 Ir 1, I 1 1 1 _1 1 IJ ill i 1 1 1,1 Date Company Name Address City State File Location MECAWind Version 2 0 2 2 per ASCE 7 -05 Developed by MECA Enterprises Inc Copyright 2010 www.mecaenterprises com 4/27/2010 Project No 10085 ZENOVIC ASSOCIATES INC Designed By SRH 301 EAST 6TH STREET SUITE 1 Description NEW ROOF FRAMING FOR APARTMENT PORT ANGELES Customer Name JASS PROPERTIES WA Proj Location 603 S CHASE STREET PORT ANGE \Zen- server \data \Active Projects \10085 JASS \ENGR \Structual \WIND LOADING wnd Detailed Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht Mean Roof Ht RHt Ridge Ht OH Roof Overhang at Eave= 2 Bldg Length Along Ridge 94 00 ft Wind Load Design(Method 2) per ASCE 7 05 100 00 mph II N/A 1 00 7 00 0 14 0 25 0 30 0 33 2 12 18 00 ft 19 50 ft 00 ft Structure Type Building Exposure Category B Flexible Structure No Kd Directional Factor 0 85 Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht Eave Height Roof Area Bldg Width Across Ridge= 36 00 ft Gust Factor Category I Rigid Structures Simplified Method Gustl For Rigid Structures (Nat Freq >1 Hz) use 0 85 Gust Factor Category II Rigid Structures Complete Analysis Zm 0 6 *Ht lzm Cc *(33 /Zm) ^0 167 Lzm 1 *(Zm /33) ^Epsilon Q (1 /(1 +0 63 *((B +Ht) /Lzm) ^0 63)) ^0 5 Gust2 0 925 *((1 +1 7 *lzm *3 4 *Q) /(1 +1 7 *3 4 *lzm)) 0 85 30 00 ft 0 30 309 99 ft 0 91 0 87 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) 1200 00 ft 0 84 0 45 320 00 ft 30 00 ft 9 46 Deg Gabled 16 50 ft 1715 00 ft^ 1 1 1 1 1 Li 1 1 1_1_, 1 t- f=T 1 i 11rLi7111 1 I i! L__ 42 _,(Ic t I s_'9; l'-i, /7-7, 1 14_______ 1 ,i7s-c b<tf. _LW 1 r I 1111 I 111 ,1 40j gi r- 2 ,01 1 1 \--..11/A-F J-- 1-- i r i L 1 1 1 i 1 1 1, 1 I 1 L. 1 1 1 --i 1 i L 1 1L 1 7 1 11 1_11 iL1 1_ 1 1 1 11 ,i 1, 11 11. 1 r I 11 L i 1 1 1 1, 11 I 1 1 F• L' !I L_ i_ t_._ i 1 1 1 __L_ 11___I 1 .11 1 I i Ili i ii! 1 I 1 1 1 1 1 lilt iHliiI li ii 1 i II 11 ,11111 1 1; iLii11111ill LI111 It 1 MI 11 111111i111 1 till II 1 i il_1 111 I II 1 11111 1 1_1111 HI It i1111 11 i 1 III F 1 i I I II I t 1 I II I i i 1 i1 i 1 1 HI it 1 11_ 1'1_ i' i 1111i, 1 _ii, 1 I 1 _1 11 H F I t i i 1 :-1 1!,1 IL II 11 I 1 I j 1 H i 1 TI 1_------4----r-- II ii I I I I 1 I i I I I I I 1 1 I I I i I I I I i 1 i i I I I I 1 1 I I I I I I I I I I I I I I I I 1 I I I I I 1 HMI 1 1 1 1111 11111 11 1!I,111! 11111111 1 Wall 0 0 ft to 9 0 ft 9 0 ft to 18 0 ft 18 0 ft to 36 0 ft 8 Leeward Walls -0 50 Side Walls -0 70 Wall Leeward Walls -0 27 Side Walls -0 70 Z MWFRS -Wall Pressures Perpendicular to Ridge Cp +GCpi(paf) GCpi(psf) -7 97 -3 23 -10 21 -5 47 Elev Kz Kzt qz Windward Wall Total Shear Moment ft psf +GCpi -GCpi -GCpi Kip K -ft 19 50 0 62 1 00 13 48 6 79 15 00 0 57 1 00 12 51 6 13 10 00 0 57 1 00 12 51 6 13 5 00 0 57 1 00 12 51 6 13 0 90 0 90 0 50 MWFRS Wall Pressures Parallel to Ridge 19 50 0 62 1 00 13 48 6 79 15 00 0 57 1 00 12 51 6 13 11 54 10 88 10 88 10 88 14 77 14 10 14 10 14 10 Note 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg Roof Dist from Windward Edge Cp +GCpi(psf) GCpi(psf) 12 45 12 45 -7 97 Cp +GCpi(paf) GCpi(psf) -5 39 -0 65 -10 21 -5 47 11 54 12 18 6 25 12 87 19 50 26 13 -7 71 7 71 3 23 14 05 44 68 93 43 158 76 Elev Kz Kzt qz Windward Wall Total Shear Moment ft psf +GCpi -GCpi -GCpi Kip K -ft 1 97 4 44 10 88 11 52 4 05 14 07 10 00 0 57 1 00 12 51 6 13 5 00 0 57 1 00 12 51 6 13 10 88 11 52 6 12 29 37 10 88 11 52 B 20 49 86 Note 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg Roof Dist from Windward Edge Cp +GCpi(psf) GCpi(psf) 0 0 ft to 9 0 ft 9 0 ft to 18 0 ft 18 0 ft to 36 0 ft 36 0 ft to 94 0 ft -0 90 -12 45 0 90 -12 45 -0 50 -7 97 0 30 -5 73 7 71 7 71 3 23 0 99 Basic Loadtases Transverse Direction 1,:otigittittinat Direction Transverse Direction Torsional Load Cases Longitudinal Direction Low Rise Bldg Provisions per Fig 6 -10 MWFRS Transverse Direction Building CCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 44 0 18 -0 18 15 24 3 96 9 45 2 -0 69 0 18 -0 18 15 24 -13 26 -7 77 3 -0 4 0 18 -0 18 15 24 -8 84 -3 35 4 -0 33 0 18 -0 18 15 24 -7 77 -2 29 5 -0 45 0 18 -0 18 15 24 -9 60 -4 11 6 -0 45 0 18 -0 18 15 24 -9 60 -4 11 1E 0 67 0 18 -0 18 15 24 7 47 12 95 2E -1 07 0 18 -0 18 15 24 -19 05 -13 56 3E -0 58 0 18 -0 18 15 24 -11 58 -6 10 4E -0 49 0 18 -0 18 15 24 -10 21 -4 72 1T 0 99 2 36 2 T -3 31 -1 94 3T -2 21 -0 84 4T -1 94 -0 57 Low Rise Bldg Provisions per Fig 6-10 MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 4 0 18 -0 18 15 24 3 35 8 84 2 -0 69 0 18 -0 18 15 24 -13 26 -7 77 3 -0 37 0 18 -0 18 15 24 -8 38 -2 90 4 -0 29 0 18 -0 18 15 24 -7 16 -1 68 5 -0 45 0 18 -0 18 15 24 -9 60 -4 11 6 -0 45 0 18 -0 18 15 24 -9 60 -4 11 1E 0 61 0 18 -0 18 15 24 6 55 12 04 2E -1 07 0 18 -0 18 15 24 -19 05 -13 56 3E -0 53 0 18 -0 18 15 24 -10 82 -5 33 4E -0 43 0 18 -0 18 15 24 -9 30 -3 81 1T 0 84 2 21 2 T -3 31 -1 94 3T -2 10 -0 72 4T -1 79 -0 42 Notes 1) Min P qh (GCPf +GCpi)) Notes 2) Max P qh (GCPf GCpi)) Notes 3) For Torsional Load Cases the zones are designated with a T The pressures(Min P Max P) are 25% of the full design wind pressures(Ld Case 1T= 25o *1(ld case 1) 2T=25%*2 3T=25%*3 4T= 25o *4) Exceptions to Torsional Load Cases One story buildings with mean roof height< =30 ft(9 lm) buildings with two stories or less framed with light frame construction and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases (Note 5 of Figure 6 -10) Date Company Name Address City State File Location MECAWind Version 2 0 2 2 per ASCE 7 -05 Developed by MECA Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi 0 18 Enclosed Bldg -GCpi -0 18 Figure 6 -6 External Pressure Coefficients Cp Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge 4/27/2010 ZENOVIC ASSOCIATES INC 301 EAST 6TH STREET SUITE 1 PORT ANGELES Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht Mean Roof Ht RHt Ridge Ht OH Roof Overhang at Eave= 2 Bldg Length Along Ridge Wall Description NEW ROOF FRAMING FOR APARTMENT Customer Name JASS PROPERTIES WA Proj Location 603 S CHASE STREET PORT ANGE \Zen- server \data \Active Proiects \10085 JASS \ENGR \Structual \WIND LOADING wnd Leeward Walls -0 50 Side Walls -0 70 Elev ft 19 50 15 00 10 00 5 DO Wall Kz Kzt qz Windward Wall Total Shear Moment psf +GCpi -GCpi -GCpi Kip K -ft 0 62 0 57 0 57 0 57 0 0 ft to 9 0 ft 9 0 ft to 18 0 ft 18 0 ft to 36 0 ft 1 00 13 48 1 00 12 51 1 00 12 51 1 00 12 51 Enterprises Inc User Input 100 00 mph II N/A 1 00 7 00 0 14 0 25 0 30 0 33 2 12 18 00 ft 19 50 ft 00 ft 6 79 6 13 6 13 6 13 Project No 10085 Designed By SRH -7 97 -3 23 -10 21 -5 47 0 90 0 90 0 50 MWFRS -Wall Pressures Parallel to Ridge Copyright 2010 www.mecaenterprises.com Data Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht Eave Height Roof Area Cp +GCpi(psf) GCpi(psf) 11 54 10 88 10 88 10 88 14 77 14 10 14 10 14 10 Note 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof Dist from Windward Edge Cp +GCpi(psf) GCpi(psf) 12 45 12 45 -7 97 Cp +GCpi(psf) GCpi(psf) 7 71 7 71 3 23 94 00 ft Bldg Width Across Ridge= 36 00 ft 6 25 14 05 12 87 44 68 19 50 93 43 26 13 158 76 acting on bldg Building B No 0 85 1200 00 ft 0 84 0 45 320 00 ft 30 00 ft 9 46 Deg Gabled 16 50 ft 1715 00 ft^ Leeward Walls -0 27 Side Walls -0 70 -5 39 -0 65 -10 21 -5 47 Elev Kz Kzt qz Windward Wall Total Shear Moment ft psf +GCpi -GCpi -GCpi Kip K -ft 19 50 0 62 1 00 13 48 6 79 15 00 0 57 1 00 12 51 6 13 10 00 0 57 1 00 12 51 6 13 5 00 0 57 1 00 12 51 6 13 0 0 ft to 9 0 ft 9 0 ft to 18 0 ft 18 0 ft to 36 0 ft 36 0 ft to 94 0 ft 11 54 12 18 1 97 4 44 10 88 11 52 4 05 14 07 10 88 11 52 6 12 29 37 10 88 11 52 8 20 49 86 Note 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg Roof Dist from Windward Edge Cp +GCpi(psf) GCpi(psf) 0 90 -12 45 0 90 -12 45 0 50 -7 97 0 30 -5 73 7 71 7 71 3 23 0 99 Low Rise Bldg Provisions per Fig 6 -10 MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 44 0 18 -0 18 15 24 3 96 9 45 2 -0 69 0 18 -0 18 15 24 -13 26 -7 77 3 -0 4 0 18 -0 18 15 24 -8 84 -3 35 4 -0 33 0 18 -0 18 15 24 -7 77 -2 29 5 -0 45 0 18 -0 18 15 24 -9 60 -4 11 6 -0 45 0 18 -0 18 15 24 -9 60 -4 11 lE 0 67 0 18 -0 18 15 24 7 47 12 95 2E -1 07 0 18 -0 18 15 24 -19 05 -13 56 3E -0 58 0 18 -0 18 15 24 -11 58 -6 10 4E -0 49 0 18 -0 18 15 24 -10 21 -4 72 1T 0 99 2 36 2T -3 31 -1 94 3T -2 21 -0 84 4T -1 94 -0 57 Low Rise Bldg Provisions per Fig 6 -10 MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 4 0 18 -0 18 15 24 3 35 8 84 2 -0 69 0 18 -0 18 15 24 -13 26 -7 77 3 -0 37 0 18 -0 18 15 24 -8 38 -2 90 4 -0 29 0 18 -0 18 15 24 -7 16 -1 68 5 -0 45 0 18 -0 18 15 24 -9 60 -4 11 6 -0 45 0 18 -0 18 15 24 -9 60 -4 11 lE 0 61 0 18 -0 18 15 24 6 55 12 04 2E -1 07 0 18 -0 18 15 24 -19 05 -13 56 3E -0 53 0 18 -0 18 15 24 -10 82 -5 33 4E -0 43 0 18 -0 18 15 24 -9 30 -3 81 1T 0 84 2 21 2T -3 31 -1 94 3T -2 10 -0 72 4T -1 79 -0 42 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" 3 6 ft Description Width Span Area Zone Max Min Max P Min P Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 ft ft ft ^2 GCp GCp psf psf 2 00 36 00 432 00 1 0 300 -0 800 10 000 -14 940 2 00 36 00 432 00 2 0 300 -1 200 10 000 -21 038 2 00 36 00 432 00 3 0 300 -2 000 10 000 -33 234 1 33 19 00 120 33 4 0 728 -0 909 13 847 -16 605 1 33 19 00 120 33 5 0 728 -1 018 13 847 -18 270 MECAWind Version 2 0 2 2 ASCE 7 -05 Developed by MECA Enterprises Inc Copyright 2010 www mecaenterprises com Date 4/27/2010 Project No 10085 Company Name ZENOVIC ASSOCIATES INC Designed By SRH Address 301 EAST 6TH STREET SUITE 1 Description NEW ROOF FRAMING FOR APARTMENT City PORT ANGELES Customer Name JASS PROPERTIES State WA Proj Location 603 S CHASE STREET PORT ANGE File Location \Zen- server \data \Active Projects \10085 JASS \ENGR \Structual \WIND LOADING wnd Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 aLL3L2._ 3 ,33 _2-: 2 1 22 1 2 a'1J3r 2�3 Gable Roof 7 0 45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" 3 6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf 2 00 36 00 432 00 1 0 300 -0 800 10 000 -14 940 2 00 36 00 432 00 2 0 300 -1 200 10 000 -21 038 2 00 36 00 432 00 3 0 300 -2 000 10 000 -33 234 1 33 19 00 120 33 4 0 728 -0 909 13 847 -16 605 1 33 19 00 120 33 5 0 728 -1 018 13 847 -18 270 Khcc Comp Clad Table 6 -3 Case 1 0 70 Qhcc 00256 *V ^2 *I *Khcc *Kht *Kd 15 24 psf 8 3 9 4 8 12' 2 19 6 3X5 5 7 8 5 7 8 4X8 6 9 3 C 3X5 6X6 3X5 3X5 6X6 3X5 39 6 9 5 7 8 6X8 4X8 1 5X4 6 9 19 6 5 7 8 8 3 9 4 8 _L EX. LOWER ROOF UNE I 94't ROOF FRAMING PLAN Scale: 1/8 1 NEW RIDGE, PROVIDE CONT RIDGE VENT i` C Q0.0 AAtt Approval Date L �`P I D l C5' Y I CITY OF PORT ANGELES Construction Piens The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this juri�t�n� ■f ■r By Ctiaz) GENERAL NOTES 1 Engineering Design loads: Roof live load: 25 psf (snow) Wind loading based on: 100 mph/Exposure "B" Seismic Zone: D per I.B.C. 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2006 Edition of the International Building Code. 3. Permanent truss bracing is beyond the scope of the work by Zenovic Associates. Refer to truss manufacturer or BCSI publication "Guide to Good Practice for Handling, Installing, Restraining Bracing of Metal Plate Connected Wood Trusses for permanent bracing of manufactured trusses. WOOD FRAMING NOTES 1 All framing shall be Douglas Fir/Lorch os follows unless noted otherwise on the plans. a. Studs, cripples and miscellaneous vertical framing shall be stud grade or better b. Joist and rafters shall be No. 2 or better c. Headers and beams shall be No. 2 or better 2. Plywood sheathing shall be grade C —D, exterior glue or Structural II, exterior glue in conformance with IBC standard 2304 Oriented strand board of equivalent thickness, exposure rating and panel index may be used in lieu of plywood. Sheathing fasteners shall be driven flush to face of sheathing with no countersinking permitted. Nailing shall be per IBC Table 2304.9.1 unless noted otherwise on plans and /or in shear wall schedule. 3. limber connectors called out by letters and numbers shall be Simpson Strong Tie Connectors. Provide the number and size of fasteners as specified by the manufacturer s recommendations. Where connector strops connect two members, one —half of the nails or bolts shall be placed in each member All bolts in wood members shall conform to ASTM A307 Alternate joist hangers and other hardware may be substituted for items shown provided that they ore ICBO approved for equal or greater load capacity. All joist hangers and other hardware shall be compatible in size with members provided. All connectors used with pressure treated wood shall be ZMAX, Post Hot Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with stainless steel connectors. Use only Hot Dipped Galvanized fasteners with ZMAX and Post Hot Dipped Galvanized connectors. 4 Holes for bolts shall be the bolt diameter plus )fe 5. All bolts, threaded rod and lag screws shall be tightened on installation and retightened before closing in or upon completion of the job. 6. All bolts, log screws and threaded rod shall be provided with washers where the nut head bears on the wood. Washers shall hove a minimum dimension of of least two bolt diameters. 7 Anchor bolts shall be provided at o maximum spacing of four feet or as shown on the plans. Each section of mudplate shall hove at least two bolts with one bolt not more than 12" from each end. 8. All nails for structural work shall be common wire nails os indicated on the plans or ICBO approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be os required by the IBC Table 2304.9.1 and as specified on these plans. 9. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least 2" or be supported by sheet metal connectors as manufactured by Simpson or equal. 10. All connections between wood members not specifically detailed heron shall be nailed with the minimum nailing specified in IBC table 2304.9.1 2x6 BIRD BLOCKING, TOENAIL TO TOP PLATE WITH 10d 0 6" 0.C. METAL FLASHING WITH DRIP EDGE H1 CLIP EA. END OF EA. TRUSS (TYP 1 1 I EX. EAVE TO BE REMOVED 1 -I I X EX. SHINGLE SIDING j METAL FLASHING WITH DRIP EDGE NEW SIDING PER OWNER ATTACH TRUSS TO PLATE W/LTP4 CUPS 0 48" O.C. EX. EAVE TO BE REMOVED J NEW DBL. PT 2x4 PLATE, ATTACH TO EX. FRAMING WITH 6" TI,BERLOK TBLOKO6 SCREWS 0 24 O.C. AND WITHIN 6" FROM EA. END S2 D EX. SHINGLE SIDING f J L 2 IN 12 EX. INTERIOR FINISH NEW DBL. PT 2x4 PLATE, ATTACH TO EX. FRAMING WITH 6" TIMBERLOK TLOKO6 SCREWS 0 24 O.C. AND WITHIN 6" FROM EA. END EX. INTERIOR FINISH ROOFING PER OWNER OVER 30# BUILDING PAPER OVER Ns RATED r SHEATHING NAILED 8d 0 6/12 EX. 2x10 RAFTERS N_ EX. ROOFING EX. ROOF DECKING SIDE WALL CONN DETAIL RgFTNG'ER OWNEI DOER 30# BUILDING PAPER OVER 3e RATED SHEATHING NAILED 8d 0 6/12 EX. 2x10 RAFTERS NEW PRE —MANUF TRUSSES 0 24 O.C. (BY OTHERS) END WALL CONN DETAIL Scale N T S NEW PRE —MANUF TRUSSES 0 24 O.C. (BY OTHERS) N— EX. ROOFING EX. ROOF DECKING CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT REQUEST: Date t g' Time 1 4 Received by t S E (phone, person) Location of Work to be inspected G 03 So CL_se- Name of person requesting inspection lDevtw S Address of person requesting inspection �r Y�C40 /79 Type of Inspection (circle appropriate one): Permit No. Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Othe INSPECTION NOTES: Inspected: Date Remarks: Qe.0a1re,A /2t.. fc o� Vote 1 2— i e o AO er Cfruef> -Ceti -t 3 L1 SURFACE RESTORATION: SURFACE TYPE: Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found (Continue on reverse side if necessary) Tim.' IA -A Side RESTORATION REQUIRED YES ul C 6 ST 49 e_ 3 ''A e Z By 0-C N -i-.a- r Service Phone No. 'hi UM NO Asphalt PCC Other Work Order -IZ( COMPLETE LI INCOMPLETE STREET SUPERINTENDENT (DATEI