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HomeMy WebLinkAbout611 W 10th St - BuildingApplication Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 04 00000464 610448 611 W 10TH ST 06 30 00 0 2 9770 0000 RES DETACHED GARAGE RS7 RESDNTL SINGLE FAMILY 13352 Owner Contractor HEWINS FREDRIC H BUILDING BROKERS CONSTRUCTION 611 W 10TH ST 530 HEATH RD PORT ANGELES WA 983627306 SEQUIM WA SEQUIM WA 98382 (360) 681 5333 Structure Information 864 SF POLE BUILDING Construction Type TYPE V NON RATED Occupancy Type GARAGES CARPORTS SHEDS Other struct info TOTAL LOT COVERAGE 16 20 CONSTRUCTION TYPE V N HARD SURFACE AREA NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1404 00 LOT SIZE 14000 00 PROPOSED LOT COVERAGE 864 00 TOTAL LOT COVERAGE 2268 00 NUMBER OF UNITS 1 00 Permit ELECTRICAL NEW RESIDENTIAL Additional desc 200A SER /200A FEEDER +DET GAR Sub Contractor OLYMPIC ELECTRIC Permit Fee 132 60 Plan Check Fee 00 Issue Date 8/03/04 Valuation 0 Expiration Date 1/31/05 Qty Unit Charge Per 1 00 78 7000 ECH EL -RM 0 200 1ST SRV FEEDER 1 00 23 4000 ECH EL -RM 0 200 ADD SRV FEEDER 1 00 30 5000 ECH EL- R -OUTBD /DTCH GAR W /SERV Special Notes and Comments When roof gutters are installed drains will located in dry wells or piped to approved storm drain locations Electrical load calculations and elctrical permits are required Other Fees Date 8/03/04 STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 132 60 132 60 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 137 10 137 10 00 00 Extension 78 70 23 40 30 50 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T•\PLANNING\FORMS \1102.15 (11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL 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 FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE /DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER 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 GAS LINE WOOD STOVE PELLET CHIMNEY HOOD /DUCTS PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA. P t PARKING /LIGHTING ESA. 1 78 LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO ELECTRICAL LIGHT DEPT YES 1 NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417-4653 I I I I FIRE DEPT PLANNING DEPT 417 -4750 I 1 1 1 PLANNING DEPT BUILDING 417 -4815 1 1 1 1 BUILDING 1 1 1 \PLANNING\FORMS \1102.15 [11/14/2003] PREPARED 7/12/04 12 37 49 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/12/04 ADDRESS 611 W 10TH ST SUBDIV CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 681 5333 OWNER HEWINS FREDRIC H PHONE PARCEL 06 30 00 0 2 9770 0000 APPL NUMBER 04 00000464 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 7/12/44 JLL BUILDING POST /COLUMN FTG TIME 17 00 I i GARY 683 6216 COMMENTS AND NOTES Duane Boice P.E. President July 14, 2004 Building Brokers P 0 Box 3831 Sequim, WA 98382 Dear Gary Engineering Technical Services Inc. This letter is in regards to the Hewin project. The plans specify 29 gage steel sheathing on the exterior walls. The building is to have 7/16" osb with 8d's 6" o c on supported edges, 12" o.c intermediate framing. Please call if you have any questions. EXPIRES sident Services 27121 469th Ave. Tea, SD 57064 -8100 Phone: (605) 498 -1290 Fax: (605) 498 -1299 E -mail: etsl @dtgnet.com www.engtecsrv.com CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 04 00000464 Date 6/10/04 Pin number 610448 Property Address 611 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 2 9770 0000 Application description RES DETACHED GARAGE Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 13352 Owner Contractor HEWINS FREDRIC H BUILDING BROKERS CONSTRUCTION 611 W 10TH ST 530 HEATH RD PORT ANGELES WA 983627306 SEQUIM WA SEQUIM WA 98382 (360) 681 5333 Structure Information 864 SF POLE BUILDING Construction Type TYPE V NON RATED Occupancy Type GARAGES CARPORTS SHEDS Other struct info TOTAL o LOT COVERAGE 16 20 CONSTRUCTION TYPE V N HARD SURFACE AREA NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1404 00 LOT SIZE 14000 00 PROPOSED LOT COVERAGE 864 00 TOTAL LOT COVERAGE 2268 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 864 SF POLE BUILDING Permit Fee 260 75 Plan Check Fee Issue Date 6/10/04 Valuation Expiration Date 12/07/04 Qty Unit Charge Per BASE FEE 12 00 14 0000 THOU BL -2001 25K (14 PER K) Special Notes and Comments When roof gutters are installed drains will located in dry wells or piped to approved storm drain locations Electrical load calculations and elctrical permits are required Other Fees /(cfsz, 0640 70 Signature of Contracr or Authorized Agent Date T \PLANNING \FORMS \1102.15 [11/14/2003] Extension 92 75 168 00 STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 260 75 260 75 00 00 Plan Check Total 104 30 104 30 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 369 55 369 55 00 00 104 30 13352 Signature of Owner (if owner is builder) EXPIRED Yb/°. 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 BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL 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 FOUNDATION.' 1 rt FOOTINGS 7 g J !d 1 WALLS FOUNDATION DRAINAGE/DOWN SPOUTS I ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN PLUMBING UNDERFLOOR /SLAB ROUGH -IN I WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS I CEILING I FRAMING JOISTS GIRDERS I SHEAR WALL /HOLD I WNS I WALLS ROOF ING I DRYWALL (INIFERI�,J. -RAr D PANEL ONLY) T -BAR INSULATION SLAB I WALL FLOOR CEILING MECHANICAL HEAT PUMP GAS LINE I WOOD STOVE PELLET CHIMNEY HOOD DUCTS I PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T•\PLANNING\FORMS \1102.15 [11/14/2003] FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT YES I NO li$ (f /C kmfi FTC 74 /o'/ SEPA. ESA. SHORELINE. CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I/WE the undersigned owner(s) of the following described property (Insert legal description here) do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17 08 032 "Z" of the Port Angeles Municipal Code This covenant creates one inseparable building lot which may only be removed through compliance with Chapter 58 17 RCW (subdivision regulations) and /or the City of Port Angeles short subdivision regulations (Ordinance No 2222, as amended) This covenant shall be binding on the owner(s), heir(s) assign(s), and successor(s) in interest and shall be filed with the County Auditor's Office. This covenant is for the mutual benefit of said owner(s), heir(s), assign(s), and successor(s) in interest and is for the further purpose of compliance with state and local land use and building regulations. This covenant may be enforced by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. DATED this R day of S0 2004 iGC:( (Owner) rfJ 40/(2..5 (Owner) STATE OF WASHINGTON COUNTY OF CLALLAM SUE ROBERDS Notary Public m and for the State of Washington, do hereby certify that on this day of 2004 personally appeared before me FRED HEWINS `4 to to o' €6b the inch ual(s) desribed in and who executed the within instrument and acknowledged that he signed and sealed the sa ,,e* his free and voluntary act and deed for the purposes herein mentioned. HAND AND OFFICIAL SEAL this 9 day of n._( r: c�/_,.,y 2004 AUD S CERTIFICATE Filed for record at the request of Li( 00 t6 3J 6Y ZONING LOT COVENANT Lots 17 18, Block 297 TPA s s 20 CLALLAM COUNTY AUDITOR By ILO fOR RECORD AT 11:E. RH1UEs IECOROEU ,11 C.Cn 1„ ;i_ t N co 2DD4 NH -9 Ali 9: 31 (Owner) 6 1-7 HtDVA L i L 1 /V S (Owner) o NOTARY PUB'tIi in and the State of Washington residing at Port ngeles. this day of PLANNING USE ONLY BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 PM OFFICIAL USE MVP bate Rec, .5 Permit #:L Dam Approved: Date Issued: Applicant r or A r nt- (Pk) L O (I) C') q_) Phone: '3 bo �Z3 Co a 1 b owner- q e.- 'D \E LI, NS Phone: T (o CS a (O b h Address: G` 1 h3 I 0 4 ST Cit Po 2 (413( )E L ES s (A( Zip; ci Z 3 6 a Architect/Engineer: (T> Phone: roOS 44 q --I a4 O Contractor %O I L el QC.-) 6e_o E-t;S State License t.D 3c of P1C )Exp 0 Phone: 6 .S3 6 a h Address: R O Pox 3 a a 1 C i t y t li3 P Zip' g .z s a PROJECT ADDRESS: 1&) W t 46 S 1 PO 2T 61IZ e S ZONING: LEGAL DESCRIPTION. Lot: I A i Block: t k -4 Subdivision: CLALLAM couNTY PARCEL NUMBER. 0 63 ©©c)0 act 4 4 000 0 C) Credit Card Holder Name: Billing Address: City: Credit CardType VISA MC Exp. Date: TYPE OF WORK. /VALUATION Residential New Constr. Re roof Stove D SF /SF S s 3 S a Y— Multi- family Addition Move %Garage SF /SF S Commercial Remodel Demolition Deck SF /5F Repair Sign Other Pot. E 6U I LO, TOTAL VALUATION BRIEF DESCRIPTION OF THE PROJECT L(' x "gC'x Ci I C; AG (PoLcP0(Lo)NF,) COMNIERCIAL/RESIDENT 2 .pac zpancy Group: Occupant Load: Construction Type: No. of Stories: 7 Size: f") X 14 Existing S Pt I '1 O L4 Proposed Sq. Pt. 86 TOTAL Sq. Ft 2 2 k, E1 Total lot coverage i (o 'Z ..ESA/.Wetland(s) des 4 Na_. SE .A Checklist recLuired? EI Yes No Other: APPROVALS: PLAN: BLDG: DPwtr. FIRE: OTHER. BUILDING PERMIT APPLICATION SUBMITTAL. The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed andmaybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. Hi a plan check fee is due it must be submitted at the time the building permit application and construction plane are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no 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 107 4 of the Uniform Building Code, current edition). No application can be extended more than once. 1 hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsihilr7y to determine what permits am rogwred a City, and that must obtain such permits prior to work O T�fQRMS4►PYS�Buildin8PE1RAt `vPd Applicant: t 100 d 11Lt LIU 09E ON XYd .Ld3G X(TIS Vd .dO A110 YItl 9t 11 U11 /91 /AV /t00Z 0 \CD tik Sl amt t 5 i 3t` l 1 i2..‘6 Yo' cot A tkezy 3 12 3G t SIMPS ❑N H2,5 CLIP EACH PURLIN OVER GABLE TRUSS 3 -PLY 2x4 GLU -LAM COL, GRADE 2' 29 GA, ROOF STEEL 6 OC 'C C lip 1` 7/16' OSB W/ 8d's 6' ❑,C, SUPPORTED EDGES, 12 12' ❑,C, IN FIELD C 6' oc 6" OC t t NAILING PATTERN SCALE' N.T.S. 2' DC GIRTS I 9' 2x6 DF #2 GIRTS 24' ❑,C, Duane Boice P.E. President Date: 5/17/04 Contact: Gary Engineering Technical Services Inc. Project: Building Brokers Fred Hewins Project Location Clallam Co., WA E.T.S. Designer Neil Groon STRUCTRAL CALCULATIONS COVER SHEET Comments LOADING ROOF LOAD 25/5/0/5 WIND LOAD 80 MPH EXP C SEISMIC ZONE 3 FILE Note: THE SEAL AFFIXED TO THIS PAGE APPLIES TO THE COMPLETE SET OF CALCULATIONS AND PLANS. EXPIRES 33-(f of I' 27121 469th Ave. Tea, SD 57064 -8100 Phone: (605) 498 -1290 Fax: (605) 498 -1299 E -mail: etsl@dtgnet.com www engtecsry com Engineering Technical Services Tea, SD [605] 498 -1290 COMPANY Building Brokers PROJECT Fred Hewins DESIGN DATA BUILDING WIDTH (FT),. BUILDING LENGTH (FT) SIDEWALL HT (FT) BAY SPACING (FT)„ POST EMBED DEPTH (FT) ROOF PITCH /12) WIND PRESSURE 16 4 (PSF) -as HEIGHT WIND Ce FACTORS 9 0 N AT EAVE HEIGHT 1.060 11 0 MEAN ROOF HEIGHT 1.060 WIND LOAD CALCULATIONS ON PRIMARY FRAMES, WIND LOAD CALCULATIONS ON BUILDING ELEMENTS, SEISMIC Z W= Ca R= V (3 0 *Ca/R)W SUMMARY WINDWARD WALL WINDWARD ROOF or WINDWARD ROOF LEEWARD WALL LEEWARD ROOF GIRTS PURLINS. SIDEWALL POSTS. ENDWALL POSTS. EMBEDMENT FOOTING DIA. GIRT TO POST PRULIN TO TRUSS: POST TO TRUSS. WALL GIRTS ROOF PURLINS 0.3 14040 0.36 5 3033 (lbs) Ce 11 11 1.06 1 06 1 06 Ce 1.06 1.06 2:06 PM 5/17/04 Cg 08 -0.9 0.3 -0.5 -0 7 Ca= 113 1.27 CONTACT Gary 2x6e df#2 32 in. o/c 2x6e df#2 19.2 in. o/c 3p2x6 gw1650 12 ft. o/c 3p2x6 gw1650 12 ft. o/c 4 0 (ft) Min. Req. Embedment 18 (in) Diameter Footing (see wall girt design page) (see roof purlin design page) (see post design pages) LOCATION Clallam Co., WA WIND EXPOSURE c WIND SPEED (MPH) SEISMIC ZONE ROOF LIVE LOAD (PSF) TOP CHORD DEAD LOAD (PSF)„ BTM. CHORD DEAD LOAD (PSF) Importance Factor I 1.0 P Ce *Ca *as *I 13.9 (psf) 15.6 (psf) 5.2 (psf) -8.7 (psf) 12.2 (psf) P Ce *Ca *as *I 19.6 (psf) 22.1 (psf) AREA PSF WEIGHT SIDEWALLS 648 5 3240 (lbs) ENDWALLS 432 5 2160 (lbs) ROOF 864 10 8640 (lbs) TOTAL 14040 (lbs) 2:06 PM 5/17/04 WALL GIRT DESIGN. LUMBER TYPE. LUMBER DIMENSION GIRT SPACING 324 (in) df #2.. Z(06:, POST SPACING 12 (ft) Fb 900 (psi) AREA 8.25 inA2 DESIGN LOAD 19.6 (psf) Fv 180 (psi) Sxx 7.563 inA3 CH= 1.5 E 1.6 (psi/le6) Ixx 20 8 in ^4 (F flat use E on edge use) BENDING w 4.35 (pli) Mmax 11282 (in -lbs) fb 1492 (psi) actual bending stress LOAD DURATION Cd 1.6 SIZE FACTOR Cf 1:3 MSR SYP 1.0 FLAT USE FACTOR Cfu 1 00 OTHER SAWN 1.3 BENDING REPETITIVE USE Cr 1 00 RATIO F'b Fb(Cd *CL *Cfu *Cr) 1872 (psi) allowable bending stress 0.80 SHEAR V wL 2 313 (lbs) SHEAR fv 3 *V 2 *A 38 (psi) actual shear RATIO Fv' Fv *Cd *CH 432 (psi) allowable shear 0 09 DEFLECTION DEFL. delta allowable L /120= 1.20 (in) RATIO delta maximum 0 73 (in) (1 -span) 0.61 delta maximum 0.30 (in) (2 -span) 0.25 CONNECTION GIRT Fred Hewins.xls IF GIRTS ARE FLAT ON POSTS USE. 16d Hardened Steel Ringshank Nails 4 per Post Girt Connection (note: alternate girt slices at posts) IF GIRTS ARE ON EDGE BETWEEN POSTS USE pre manufactured joist hangers or blocking between girts THEREFORE USE. 41112 2x6e 32 O/C 2:06 PM 5/17/04 ROOF PURLIN DESIGN. PURLIN SPACING 19.2. (in) PURLIN SPAN 12 (ft) PITCH I ROOF DEAD LOAD 5 (psf) 4 I ROOF SNOW LOAD 25 (psf) ROOF WIND LOAD Fb Fv E= SNOW LOAD wt snow dead/cos 4 04 Mxx =wt cos LA2 /8 10461 fbxx Mxx Sxx= 1383 Cd Cf LUMBER TYPE. Aft/2 900 180 1.6 1 15 1.30 Fbxx' SHEAR Cd design load w purlin end reaction (psi) (psi) (psi/le6) 22.1 (psf) area without discontinuity (pli) (in -lbs) (psi) Cr 1 15 Cfu 1 00 1547 (psi) SNOW BENDING RATIO fbxx Fbxx' 0.89 1 15 4 04 (pli) 291 (lbs) THEREFORE USE. df#2 2x6e PURLIN Fred Hewins.xls CH= F'v fv DEFLECTION delta allowable L /180 design load (pli) 4.04 delta max. 5wL '4/384EI delta max. wL ^4/185EI CONNECTION IF PURLINS ARE ON EDGE BETWEEN TRUSSES USE IF PURLINS ARE ON EDGE ON TOP OF TRUSSES USE IF PURLINS ARE FLAT ON TOP OF TRUSSES USE 0.322 I RAD PURLIN DIMENSION* ,2x6e, (F flat use E on edge use) DIM. I AREA I Sxx I Ixx 2x6e I 8.25 I 7.563 I 20.8 WIND LOAD wxx wind dead/cos 2.31 (pli) Mxx wxx LA2 8 5987 (in -lbs) fbxx Mxx Sxx 792 (psi) Cd 1 60 Cr 1 15 Cf 1.30 Cfu 1 00 Fbxx' 2153 (psi) WIND BENDING RATIO fbxx Fbxx' 0.37 1.333 275.9 (psi) 52.8 (osi) pre manufactured joist hangers (1) -60d ringshank nail per truss, overlap purlins 1ft. Min each side of truss and nail purlin splices with (3) -16d nails (2) -16d ringshank nail per truss, use blocking on side of truss for nailing surface 19.2 O/C DEG I COS I SIN 18.4 I 0.949 I 0.316 0.80 (in) 0.68 (in) (1 -span) 0.28 (in) (2 -snan) RATIO 0 19 RATIO 0.85 0.35 2'06 PM 5/17/04 ROOF DIA Fred Hewins.xls MAX ROOF SHEAR DUE TO WIND LOADS MAX ROOF SHEAR DUE TO EARTHOUAKE LOADS AREA PSF WEIGHT SIDEWALLS 648 I 6 I 3888 (lbs) ENDWALLS 432 I 6 I 2592 (lbs) ROOF 864 I 10 I 8640 (lbs) Vmax (3 O *Ca/R) *(K *Wsw +Wew +Wr) /2 1298 (lbs) DIAPHRAGM SPECIFICATIONS ACTUAL ROOF SHEAR ROOF PANEL CONST TYPE ALLOWABLE ROOF SHEAR CAPACITY (lbs/ft) 133 140 240 253 267 280 147 219 (multiplied by 1.333 duration factor) ROOF PANEL CONST TYPE P1 P2 P3 P4 P5 P6 PBl PB2 K= qww qlw qwr qlr H1 H2 x= W= L= 0.375 (.375 for embedded post and .5 for surface mounted) 13.9 design windward wall pressure inward outward) -8.7 design leeward wall pressure inward outward) 5.2 design windward roof pressure inward outward) 12.2 design leeward roof pressure inward outward) 9 sidewall height 4 0 eave to ridge height 12 post spacing (ft) 24 building width 36 building length DIAPHRAGM BRACING REOUIREMENTS 0 (lbs.) SHEAR INTENSITY AT ENDWALLS (WIND) Iw [K *(qww qlw) *H1 *L (qwr qlr) *H2 *L] 2W Iw 109 (lbs/ft) Z= 0.3 Rw= 7 C= 2.75 W 14040 (lbs) SHEAR INTENSITY AT ENDWALLS (QUAKE) Ie Vmax Width Ie 54 (lbs /ft) 109 (lbs /ft) p1, select type of roof diaphragm construction from chart (diaphragm construction requirements on attached page) 133 (lbs /ft) ULT PANEL STRENGTH 5000 (lbs) DIAPHRAGM CONSTRUCTION CHART ADJUSTED PANEL SHEAR ULT PANEL STRENGTH (lbs) 5000 5250 9000 9500 10000 10500 6600 8200 2:06 PM 5/17/04 SIDEWALL COLS Fred Hewins.xls POST DESIGN DATA P 2000 Ds 0.35 a= 12 b= 12 b' 12.65 sf 12 d 48.0 H1 108 H2 48.0 (lbs) (in) (ft) (ft) (ft) (ft) (in) (in) (in) Pult x 0 4 deflection at P adjusted for sinking supports frame spacing of test panel test panel length parallel to corrugations. roof slope length actual frame spacing of building 4 (ft) post embedment depth (ft) 9 (ft) sidewall height 4 00 (ft) eave to ridge height POST DESIGN VALUES POST DESCRIPTION 3 p2x6 Fb 1650 (psi)* POST Fc 1700 (psi) 3p2x6 Fc -perp 425 (psi) c E 1.5 (psi 1 e6) Cr *fb x Cf for visually graded lumber up to 4 thick MAX. POST MOMENTS M1 H1(V 0.5 *sf*gww *H1) M2 VA2 (2 *sf*gww) 1648 (ft -lbs) 1013 (ft -lbs) Cmc Cmb Cfu Cd Kce depth 5.375 Cl .5(P D)(a b) 2857 (lbs /in) Ch 2C 1(b' b)(a s)cos '2 5421 (lbs /ft) k 6EI [H1 ^2(0 7d H1)] 290.9 (lbs /in) frame stiffness R sf[(Hl(gww- gwr)(2.8d +3H1))/8/(0 7d +H1)) +H2(gwr -qlr)] k Ch 0 0537 of frames 4 mD b„ 0.95 (enter number from k/Ch vs. of frames chart) SHEAR AT TOP OF WINDWARD POSTS V 0. 5{ R( mD +sf[H1(gww +glw)(2.8d +3H1)/(8(0 7d+H1))-H2(qwr qlr))]} AXIAL COMPRESSION FORCES dead wind +1 /2snow Pf sf*W /2[LL /2 +DL +(3gwr qlr)/ 4]+[( H2 /2 /W) *(R *mD +sf*H2(gIr- qwr))]= dead snow +1 /2wind Pf sf*W/2[LL+DL+(3qwr qlr)/ 8]+[( H2 /4 /W) *(R *mD +sf*H2(glr- qwr))]= LUMBER TYPE. 'grul'650 diag. L I X -SEC Sxx I Ixx I 0.56 I 22.17 I 19.86 I 53.38 0.9 (0.8 for solid sawn, 0.9 for glulam) 1 15 (1 for solids sawn post,1 15 for glulam) 0.8 (.9 for solids sawn post, .8 for glulam) 0.85 (.85 for MSR, 1 0 for other) 1.00 (1 for solid sawn and regular glulam) 1.6 (load duration factor wind controls 1.6) 0 418 (0 418 for MSR, 0.300 for other) 1822 (lbs) restraining force :tress ratio `.139 •:irc, s rat k. (.22 ;tre 's rat to 0 13 562 (lbs) 19773 (in -lbs) max moment at groundline 12161 (in -lbs) max moment above groundline 3440 (lbs) 5140 (lbs) 2:06 PM 5/17/04 SIDEWALL COLS Fred Hewins.xls POST ADEOUACY (at nroundlinel fc Pf /A= fb =M /S= F'c Fc(CdCmc) F'b Fb(CdCrCfuCmb) 155 (psi) 996 (psi) 2176 (psi) 2581 (psi) WIND CONTROLS Bending and Compression Interaction Stress Ratio actual compressive stress actual bending stress allowable compressive stress allowable bending stress POST ADEOUACY (above proundlinel WIND CONTROLS fc Pf A 155 (psi) actual compressive stress fb M S 612 (psi) actual bending stress Ke =08 Kce =0418 le 86.4 (in) Cp 0 714 (1997 NDS equation 3 7 1.5) Bending and Compression Interaction Stress Ratio POST ADEOUACY (above eroundlinel SNOW CONTROLS fc Pf A 232 (psi) actual compressive stress fb M S 306 (psi) actual bending stress Ke= 0.8 Kce 0418 le 86.4 (in) Cp 0 714 (1997 NDS equation 3 7 1.5) Bending and Compression Interaction Stress Ratio dead wind +1 /2snow [fc F'c]^2 [fb F'b] dead wind +l /2snow F *c Fce Fce F *c F'c Fc(CdCp) F'b Fc(CdCrCfu) 2720 (psi) 2427 (psi) 0.892 1942 (psi) 3036 (psi) [fc F'c] ^2 [fb (F'b(1 fc/Fce))] 0.39 0.22 dead snow +1 /2wind F *c 2720 (psi) Fce 2427 (psi) Fce F *c 0.892 F'c Fc(CdCp) 1942 (psi) F'b Fc(CdCrCfu) 3036 (psi) [fc F'c1^2 [fb (F'b(1 fc/Fce))] 0.13 2!06 PM 5/17/04 SIDEWALL COLS. Fred Hewins.xls UPLIFT AT TRUSS to POST CONNECTION of tributary trusses per column uplift W *sf 2 [DL (3qwr qlr) /4 H2 ^2(glr qwr) /W ^2 truss uplift adjusted for 1 6 duration factor truss reaction sf*W /2[LL +DL +(3gwr qlr)/ 8]+[( H2 /4 /W) *(R *mD +sf*H2(glr- qwr))]= truss reaction adjusted for 1 15 duration factor Connector Values 700 ,20dNAILS 141;_ COL. UPLIFT a= w= L= COLUMN EMBEDMENT assume lateral soil bearing cap.= post depth required COLUMN FOOTING assume soil bearing capacity increased soil capacity post load THEREFORE USE. 300 (psf/ft) 4 0 (ft) check against the post embedment specified on data sheet 1500 (psf) contractor to verify 2760 (psf) as per UBC table 18.1a 5140 (lbs) (use (2) 12" trt 2x6 to resist uplift) 90 soil density (lbs /ft^3) 0.6979 width of collar (ft) 0.65625 length of collar (ft) Truss to post connection Truss to post connection (Bearing block if used) 0, 3 it soil cone uplift resistance weight post uplift 674 (lbs) per truss 421 (lbs) per truss 5140 (lbs) per truss 4470 (lbs) per truss 5/8 BOLT 20d NAILS Od NAILS bloc k 3p2x6 gw1650 4.0 (ft) Min. Req. Embedment 18 (in) Diameter Footing stt1) -too /ZS ec. sTeCe be- low Footing Diameter 18 (in) Ap 0 15397 post x -sect. area (ft ^2) t 0 4583 collar thickness (ft) fa 0.62487 tan of soil friction angle 2671 (lbs) 674 (lbs) UPLIFT OK *06 PM 5/17/04 POST DESIGN DATA (ft) qww 13.91 (psf) sf 12 (ft) d 48.0 (in) 4 (ft) H1 108 (in) 9 (ft) POST DESIGN VALUES POST DESCRIPTION 3p2x6 Fb Fc Fc -perp E= *fb x Cf for visually graded lumber up to 4 thick 1650 (psi)* 1700 (psi) 425 (psi) 1.5 (psi le6) AXIAL COMPRESSION FORCES (dead 1/2 snow) Pf ef*sf/2 *(LL /2 +DL)= MAX. POST MOMENTS MI wwq *H1 *H1 /8= TRUSS to POST CONNECTION Connector Values 20d NAILS I 141 1620 (lbs) endwall column spacing windward wall pressure sidewall column spacing post embedment depth (ft) sidewall height 20277 (in -lbs) POST ADEQUACY WIND CONTROLS fc Pf A 73 (psi) actual compressive stress fb M S 1021 (psi) actual bending stress Ke =08 Kce =0418 le 86 4 (in) Cp 0 714 (1997 NDS equation 3 7 1.5) Bending and Compression Interaction Stress Ratio ENDWALL COLS Fred Hewins.xls LUMBER TYPE. gw.165Q POST I depth I diag. L I X -SEC I Sxx I Ixx 3p2x6 I 5.38 I 0.56 I 22.17 I 19.86 I 53.38 c 0.9 Cr 115 Cmc 0.8 Cmb 0.85 Cfu 1.00 Cd 1.6 Kce 0 418 uplift wwr *ef*sf/2 truss uplift adjusted for 1 6 duration factor truss reaction (LL +DL) *ef*sf/2 truss reaction adjusted for 1 15 duration factor 0 8 for solid sawn, 0.9 for glulam) (1 for solids sawn post,1 15 for glulam) (.9 for solids sawn post, .8 for glulam) 85 for MSR, 1.0 for other) (1 for solid sawn and regular glulam) (load duration factor wind controls 1.6) (0 418 for MSR, 0.300 for other) dead wind +1 /2snow F *c 2720 (psi) Fce 2427 (psi) Fce F *c 0.892 Fc Fc(CdCp) 1942 (psi) F'b Fc(CdCrCfu) 3036 (psi) [fc F'c] ^2 [fb (F'b(1 fc/Fce))] 0.35i 1126 (lbs) at each endwall column 704 (lbs) at each endwall column. 2520 (lbs) at each endwall column 2191 (lbs) at each endwall column (Top Bottom Chrord to Post) 20d NAILS tote. 'Fop et 4 J c !„_,l THEREFORE USE. 3p2x6 gw1650 columns k '2'06 PM 5/17/04 ENDWALL LENGTH (FT) 24 ACTUAL SHEAR AT ENDWALL (PLF) 109 1st ENDWALL CONSTRUCTION TYPE TOTAL DOOR WIDTH 1st ENDWALL (FT) ALLOWABLE SHEAR IN ENDWALL (PLF)* 133 DOOR WIDTH WITHOUT BRACING (FT) 4.3 BRACING LOAD FOR 1st ENDWALL (LBS) 0 2nd ENDWALL CONSTRUCTION TYPE Ql, TOTAL DOOR WIDTH 2nd ENDWALL (FT) 0} ALLOWABLE SHEAR IN ENDWALL (PLF)* 133 DOOR WIDTH WITHOUT BRACING (FT) 4.3 BRACING LOAD FOR 1st ENDWALL (LBS) 0 ENDWALL CONSTRUCTION ENDWALL PANEL ADJUSTED PANEL SHEAR CONSTRUCTION TYPE CAPACITY (lbs /ft) 01 133 Q2 I 220 Q3 253 Q4 440 05 M 685 QB1 213 QB2 231 (multiplied by 1.333 duration factor) Sf ttciI/ S 1413 0 ,61 4- 6 )(VI) ENDWALL DIA Fred Hewins.xls 133 0 0 0 0 0 0 133 7 i 0 /4 5 K, c O 1' PANEL CAPACITY (lbs /ft)* 1st 2nd 133 0 0 0 0 0 0 133 29 I° b �5 3 5 7- 5.i .14 1762.4 ,eL . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 ELECTRICAL PERMIT Site Address: PERMIT NO. 0/ cP -s//cP/Y3 . DATE o READY FOR INSPECTION License Number: Installed By: OwnerfBusiness: Owner/Business Address: z;;rFlESIDENTIAL o COMMERCIAL o BASEBOARD KW _ o FURNACE KW _ o FAN/WALL KW _ o HEAT PUMP KW_ o SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION ;81.. REMODEL ~ ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) DetailslDescription: c#- r/tf~ Ln ~ I' o WILL CALL FOR INSPECTION Phone: Phone: Sq, Ft. o OVERHEAD SERVICE o UNDERGROUND SERVICE VOLTAGE: o SINGLE PHASE o THREE PHASE SERVICE SIZE AMPS /;~ 11e~ . W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER o Ditch Inspection O.K. '^-" ftf ~Rough-in/cover O.K. o O.K. to connect service .#"\ft:J. Final O.K. Site Addre{; {( ()) . Installer: permit/R~I/6' New Meters Notify Port Ang es City Light by Street Address and Permit Numberwhen ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on the B~permit. PHONE 457-0411, EXT. 224. r').() !r(t1l\./\ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ ~o _ Electicallnspector Permit Fee . WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer OLYMPIC PRINTERS INC GREEN - Top: Meter Dept.. Bottom: City Hall . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 Site Address: ELECTRICAL PERMIT /O~ ~ o READY FOR INSPECTION License Number: o WILL CALL FOR INSPECTION Phone: I nstalled By: s Owner/Business: Owner/Business Address: o RESIDENTIAL o COMMERCIAL o BASEBOARD KW _ o FURNACE KW _ o FAN/WALL KW _ o HEAT PUMP KW_ o SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION o REMODEL o ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) DetailslDescription: PERMIT NO. s ~<;// /0 -2.0 r/ZZ DATE Phone: Sq. Ft. ~RHEAD SERVICE o UNDERG~~N~~~tsE VOLTAGE: C--C/. 7 (J.-SINGLE PHASE! ' o THREE PHASE.., __ SERVICE SIZE .?6C/ AMPS C-;;l'WIq~~ /,Q4Vlc:1 -k c2t90 A-r;P / (j c1u I /' /j (1Yl~1 /l7 kE- )L7f-dr~y;t~ . W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER o Ditch Inspection O.K. o Rough-in/cover O.K. ~o.K. to connect service o Final O.K. permit/~81i New Meters Date: .C; I ..------ /0 'C20fc Notify Port Angele~ ity Light by Street Address and Permit Numberwhen ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. ~. NO OCCUPANCY OA USE ESTABLISHED UNDEA THIS PEAMIT $ Electricallnspeclor Site Address: Installer: . WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer OLYMPIC PRINTERS INC C}Oc90 Permit Fee GREEN - Top: Meter Dept., Bottom: City Hall ;3604'....j.7" ~01 .. 2/ 2 08/02/2004 11:57 FAX 3604523498 '-''''-V''', o;.:;.o...M;LII y ....U....I AI"c;ELI:::.;, OLYMPIC ELECTRIC s .\ &.1" /}0 (;, / 1/ a ELECTRICAL PERMIT APPLICATION JlOR 0PFlcw. USE ONLY ........, ......: o..~ -- Th. E lectr"h;:al PlN11'Ii' Appfication mus. be ffllecf out comDNtatv. Pl.... tnoo or reprint I" Ink. If, au IIove ony Quest-. p_ coli (310) .1704731 F... nUrIIHr: (380) .,7..71t 0'/- ~bl( o..ner...I!OIoc.Co,.b_....Avont Olympic Electric PI'CIll8lty 00Mr: rl?E./J #EVJ:j/i" Add_ h// /,/ If?d e_ean_ Olympic Electric Co., Inc. 4230 TumIVater Co. , Inc. Phone: 457-5303 Fu: 452-3498 '1>-2-67'-" Z1o: 7A'iY-7 Phone; 457-5303 ~: 98363 .L PhOne: INSTALLATION WIMO BY: CI OWNER City. J?:?/?T r9#'?/~.5 L_I: CL~lEllI>: City. Port Angeles ill ELECTllICAL CONTRACTOR a. 3/31/03 - CNfIIfCeI'll~NMne: Charles T. Burkhardt, Olympic Electric Co.. Inc. BlIII. Adcllua: Same CIetIII Cenl Number. 2209 City: Exp. Data: Zip: VISA: X Me: - PRD.ECT _.: 6// t./ / tJ (!; '&rr A<3'/~f ~AI1ara\lorIIAddlllon TYPE OF WORK: Check !!llhal aPlllY: 0 New riesldenllll 0 Multi-family Q Commercial o Mobile Home Sq.Fl 9 Rernol8 Meter 0 DeI8ched garage 0 Hot Tub 0 Swim Pool 0 Septic Pump . . 0 Low VoIIage 0 Telecom. 0 SIg I Number of Clrculta BddBd Dr eltered: DesCRIPTION OF THE ELECTRICAL PRO.JECT: 7"45/;'// ~<o/ A?I?;;17, ,11/7';.;- +;::,t:~/? 77?~ ~tc. ,j?;?n,.-/ -?-/- ,4~r-:f-"i~' ;:::.6??/ /7-z7/?? 6,",-ry~ ~ "'~~ ;:?;,/7f'/..vi.rA ~4~eF i 6'-;)- DB ~~ Service Information . . ~tet.D &lam. ..~. I ftDIt AddHlon. and or .ub on. ci e..ebOlRl o Fla'MC8 c.- Pump o Fan-Willi KW _KW _TON_LA" KW ~emead Service o Temp S_ O Undergtound Service VOhage: ~'ItJ~ _e: o:i Service Size: ~ Feeder Size: . PAN.C 14.05.011O(8): Fa Ind_. """um.rei... .. r851den1i&l ~ IeIJlBr lI1en e dlll>lelC. e one . line <lI'8wlng 01111. Eleclrical SIlIYJce .. FIIlIll8nt, III-.g me (SOl. ft.l, toad calcul811ona. end the Iy pe.. of canduc:lol'8 endIot _ey Is requtred and ehallaccom peny the E)ectr1c81 P8m11t eppllcallon. , Ih_by cedify thet I have reed and examined this appllcBtion and know thai same to be tn.Ie and correct, and I a, authDrized tD apply for this pSfT/'l1t I undemsnd it Is not the City's legal responsibility to dstennine what PfH'rtJlts sirs tfM1ulrfld; It f8malns the applicants f8sponslblllty 10 determine what permits are required and to obtain SUCh. : (3{~ ~ : l<\'/ n~ 0._... ElK. CanL ......lUre: PW-9018f1/OS J_,.p~ , , V"y crodR ConI Holdo~e Big"""'" -: fftz/~~/ 0.", ?'! -Z/ ~y PERMIT FEE: $ /3'7 EZ .' .:I r ~._...a) lj:~z-,t.o ).Qo A & 6~1{.. ,?t:1D A rbUJM:- W I~ D€A~~ 6~ #tJ B/z/,,'1 Il8. 70 .f 7-3.LJo j: So, SV