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Home My WebLink About1432 W 4th St - Building '9 '\oi r ..? CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .'21 EAST 5TH STREET. PORT ANGELES. WA 9R~62 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00001088 Date .364928 1432 W 4TH ST 06-30-00-0-1-2230-0000- RES ACCESSORY BUILDING 1/29/05 RS7 RESDNTL SINGLE FAMILY 24000 .... -;1..:' Owner Contractor HENDRICKS, RONALD 1432 WEST 4TH STREET PORT ANGELES (452) 1641 Structure Information Construction Type Occupancy Type Other struct info OWNER WA 98363 NEW GARAGE AND STORAGE AREA TYPE V NON-RATED SINGLE ~AM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 30.00 "- ~ )v V-N 1142.00 7000.00 946.00 2088'.00 Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL 200A SVC+200A FEEDER 102.10 Plan Check Fee 1/29/05 Valuation 7/28/05 .00 o t ,.., Qty 1. 00 1. 00 Unit Charge Per 78.7000 ECH 23.4000 ECH EL-RM-0-200 1ST SRV FEEDER EL-RM-0-200 ADD SRV FEEDER Extension 78.70 23.40 ~ Special Notes and Comments When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. The Fire Department has reviewed the project application and has no comments The proposal will result in an accessory building in the rear one third of the lot for a total lot coverage of 30%. Setbacks are good. No land use issues are noted. Electrical load calculations and elctrical permits are required. MAINTAIN CLEARANCES FROM SERVICE WIRES Public works utility engineering has no requirements for this plan review. 1r Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 102.10 102.10 .00 .00 Plan Check Total' .00 .00 .00 .00 Grand Total 102.10 102.10 .00 .00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEc;IJON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO :1-:..2 GENERAL COMMENTS: PW.II02.U [<V96J ELECTRICAL WORK PERMIT APPLICATI,. . 0 Request Inspection J ~'" ! o Electrical Contractor ~ Owner ........."'. o Annual Permit 0 Alarm 0 Carnival 0 Commercial Residential 0 Residential Maint. 0 Signs 0 Thermostat 0 Telecom. o Electrical Contractor ft1 Owner License number Installation description ,;?.... S'et"ll,'cr.:> ,I 11 A..Id f't^ 0/0 tA. tV d 119 A./~/5; , '/ ' #t /5 (; ~"1:Z ~ l/v( ,. ":l State ZIP 783~3 AJew - ~ 5(01'1 ~/J '1$ ~ /0' 5~"6~ut FAX number lA.J /.I tb3b3 , "'f>t\... I hereby certify that i alll the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the electrical law, Chapter 19.28 RCW. o Cash 0 Check # o Credit Card Visa Mastercard Discover \) ~~ \ "- ~ c:A ~. Card # Signi~e ryner, ele x/~V . Expiration Date of card Inspection fee $ 0..2, /0 WALLS Insulation Only CEILING Insulation Only Date Approved By ~ THERMOSTAT ~ate. Ann60ved.& sJ .Eover'R,~"..i D e RlfIJll1 y #te . A.P~'OV d By.. ver ~ I ,., " -i Dat ~ppruVt;u' uy - DITaI ~,. ~ Date Approved By r. f Approved By Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan-Wall KW Service Information o Overhead Service o Temp Service LJJ1friderground Service Voltage Phase 0 1 0 3 Service Size: Feeder Size: Inspection Date Area, Building or Equipment Inspected Action Taken ..~~ , /!C2/ ,. I' -';"7-05 T\r\DT A Nnl:'T l:C l-'vl'-l.f3( uDLDt.:) WAS H I N G TON, U. S. A DEPARTMENT OF COMMUNITY DEVELOPMENT May 12, 2003 Mr Ron Hendricks 327 East 10th Street Port Angeles, W A 98362 RE: Vanance - V AR 03-04 1432 West 4th Street Dear Ron: As you know, at the May 5,2003, Board of Adjustment meeting, the Board approved your request for a reduction of the rear yard setback from 10' to 8' to allow the remodel and expansion of an existmg detached carport to a detached garage structure in the RS- 7, ResIdentIal Single Family zone. DeCISIons of the Board are final unless appealed to Superior Court. Please don't hesitate to contact this office in the event you have any questions. Sincerely, 1 . l ' .\/ ~-"'--:;:/- <.. ~,L_-'t..- '----- f ~! ,/ , , , . I " )- ---j ::::'c.__ )t -,_~--' Sue Roberds ASSIstant Plmmer cc vBu"{l'ding DIVIsion Steve Oliver ,321 EAST FI FTH STREET · PO BOX 1 150 · PORT ANGELES, WA 98362-3206 PHONE 360-417-4750. FAX 360-417-4711 · TTY 360-417-4645 E-MAIL PLANNING@CI PORT-ANGELES WA US OR PERMITS@CI PORT-ANGELES WA US - .;t:: ~ cp s .. ..::r. 'f- .:::> ~ ~.r ~. Ofpo"r ~?€ cf~~ ha "--~ ~ 'l,\c~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Applicacion Number Pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zonlng . . . Application valuation 04-00001088 .364928 1432 W 4TH ST 06-30-00-0-1-2230-0000- RES ACCESSORY BUILDING Date 12/03/04 RS7 RESDNTL SINGLE FAMILY 24000 Owner Contractor ( i 1e y1J~b r-)-~ HENDRICKS, RONALD 1432 WEST 4TH STREET PORT ANGELES (452) 1641 Structure Information Construction Type Occupancy Type Other struct info OWNER WA 98363 NEW GARAGE AND STORAGE AREA TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 30.00 V-N 1142.00 7000.00 946.00 2088.00 Permit MECHANICAL PERMIT Additional desc Permit Fee 54.25 plan Check Fee Issue Date 12/03/04 Valuation Expiration Date 6/02/05 Qty Unlt Charge Per BASE FEE 1. 00 7.2500 ECH ME-VENT FAN - .00 o -l::.. ~ ~ Extension 47.00 7.25 t Permit PLUMBING PERMIT Additional desc Permit Fee 68.00 Plan Check Fee .00 Issue Date 12/03/04 Valuation 0 Expiration Date 6/02/05 Qty Unlt Charge Per Extension BASE FEE 47.00 2.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP 14.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 .J:. 1 ~~ Permit BUILDING PERMIT -RESIDENTIAL Additional desc NEW GARAGE AND STORAGE AREA Perml t Fee 400.75 plan Check Fee 160.30 Issue Date 12/03/04 Valuation 24000 Expiration Date 6/02/05 Qty Unit Charge Per Extension BASE FEE 92.75 22.00 14.0000 THOU BL-2001-25K (14 PER K) 308.00 Special Notes and Comments When roof gutters are installed, drains will located in dry 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 stat~;; IOi)aw regul ting construction or the performance of construction. f Mf (2/3/0 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T-\PLANNING\FORMS\1 102.15 (11/1412003] ~r ,. " ~ fORT ~ ~O~'Y:"" U,.~ "-~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 04-00001088 pin number . . .364928 Page 2 Date 12/03/04 Special Notes and Comments wells or piped to approved storm drain locations. The Fire Department has reviewed the project appllcation and has no comments The proposal will result in an accessory building in the rear one third of the lot for a total lot coverage of 30%. Setbacks are good. No land use issues are noted. Electrlcal load calculations and elctrical permits are required. MAINTAIN CLEARANCES FROM SERVICE WIRES Public works utility engineering has no requlrements for this plan review. Fee summary Charged Paid Credited Due ----------------- . ---------- ---------- ---------- ---------- Permit Fee Total 523.00 523.00 .00 .00 Plan Check Total 160.30 160.30 .00 .00 Grand Total 683.30 683.30 .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. Date Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) T'\PLANNING\FORMS\1102.15 [11/14/2003] J 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 YES NO FOUNDATION: WA-J..I- J/--,IJ--oS- JJ.L- Af FOOTINGS ~~ .:J. q -/l. Z) l~l.L ~Oc9 tl Y)~-II-(J)o JJ.J....- t}f) WALLS J.. '-:.J::' - () S \ LL FOUNDATION DRAINAGElDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. # ROUGH-IN I I PLUMBING ~ UNDER FLOOR 1 SLAB ROUGH-IN It/S /O~ WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS CI-~q-oS J , \...- ~/~Ap~ WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL ~ .. HI) HEAT PUMP f .. ....;j GAS LINE Ilfg/oL, WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING 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 I.n IAdllOh PJ3 BUILDING . ~ \ ........... ~ ~ ~ ............ ~~ ~~ , .. ~~ "" tl' T.\PLANNINGIFORMS\1102.15 [11/14/2003] PREPARED 12/29/06, 9 51 21 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1432 W 4TH ST INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 8 12/29/06 SUBDIV PHONE PHONE. (452) HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING 01 3/29/05 JLL 3/29/05 AP 4/05/05 JLL 4/05/05 AP 4/12/05 JLL 4/12/05 AP 5/11/05 JLL 5/11/05 AP 9/29/05 JLL 9/30/05 CA 9/29/05 JLL 9/30/05 AP 7/06/06 JLL 7/06/06 AP 1641 PERMIT, BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING Ron AM Tues BUILDING FOUNDATION WALL Ron Hendr1ckson 461-4644 Inspect10n set for 9 30 A M BUILDING FOUNDATION WALL ran 461-4644 part1al 1nspect1on on extent10ns and sta1r pad/]ll BUILDING FOUNDATION FOOTING 05/11/2005 08 54 AM JLIERLY RON HENDRICKS 461-4644 05/11/2005 03 05 PM JLIERLY ---------------------------- BUILDING FRAMING 09/28/2005 08 09 AM PBARTHOL --------------------------- RONALD 461-4644 09/28/2005 08 10 AM PBARTHOL --------------------------- 09/30/2005 08 14 AM PBARTHOL ---------------------______ BUILDING SHEARWALL 09/28/2005 08 10 AM PBARTHOL ------------------------___ RONALD 461-4644 09/30/2005 08 15 AM PBARTHOL --------------------------- BUILDING FRAMING TIME 13 00 RON 461-4644 THIS IS A SIDING INSPECTION, THERE IS NO SIDING INSPECTION LISTED IN TYPES 07/05/2006 12 11 PM DYASUMUR ------------------------___ 07/06/2006 04 08 PM JLIERLY -------------------------___ BUILDING FINAL TIME 13 00 RON 461-4644 11/07/2006 09 46 11/08/2006 02 51 hand rall lnterl0r coat on rock areas f1na1 requ1red/]11 BL99 02 ~12/29/06 ffLL BUILDING FINAL 12/28/2006 04 39 PM PBARTHOL RON 461-4644 -------------------------------------- COMMENTS AND NOTES ------------------------------________ BLl BI2 BI2 BLl BL3 BL9 BL3 BL99 01 01 02 02 01 01 02 11/08/06 11/08/06 JLL DA AM DYASUMUR --------------------------- PM JLIERLY ---------------------------- and exter1or/ guard for sta1rs/scratch over 1ath/h-c11ps on rafters/electr1cal PREPARED 11/08/06, 9 49 27 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1432 W 4TH ST INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 11/08/06 SUBDIV PHONE PHONE' (452) HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING 01 3/29/05 3/29/05 4/05/05 4/05/05 1641 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING Ron AM Tues BUILDING FOUNDATION WALL Ron Hendr1ckson 461-4644 Inspect10n set for 9 30 A M BUILDING FOUNDATION WALL ron 461-4644 part1al 1nspect1on on extent10ns and sta1r pad/)ll BUILDING FOUNDATION FOOTING 05/11/2005 08 54 AM JLIERLY RON HENDRICKS 461-4644 05/11/2005 03 05 PM JLIERLY ---------------------------- BUILDING FRAMING 09/28/2005 08 09 AM PBARTHOL --------------------------- RONALD 461-4644 09/28/2005 08 10 AM PBARTHOL --------------------------- 09/30/2005 08 14 AM PBARTHOL --------------------------- BUILDING SHEARWALL 09/28/2005 08 10 AM PBARTHOL --------------------------_ RONALD 461-4644 09/30/2005 08 15 AM PBARTHOL --------------------------- BUILDING FRAMING TIME 13 00 RON 461-4644 THIS IS A SIDING INSPECTION, THERE IS NO SIDING INSPECTION LISTED IN TYPES 07/05/2006 12 11 PM DYASUMUR --------------------------- DJf 07/06/2006 04 08 PM JLIERLY ---------------------------- L BUILDING FINAL TIME 13 00 RON 461-4644 11/07/2006 09 46 AM DYASUMUR --------------------------- ------------------------ ---------------------------------------------------------------------- PERMIT: ME 00 MECIlANI PERMIT REQUESTED INSP DESCRIPTION ~~;~:~~---~~~~~~~~~--~~E:~ ____~~~~::~~~~~;~~~~---~~~~~-~;-~~---------------------_____________ tf 11/07/2006 09 47 AM DYASUMUR --------------------------- -------------- ------- -- ---------------------------------------------------------------------- PERMIT: PL 00 PLUMBING IT REQUESTED IN DESCRIPTION :::~';;---;;;i;i;:'-_~;ES~LT----~f~~;~i:~~:;~=:~~~~--~~~~~~:-~~~~~~~~~~~~~~~~~~~~~~~~~~~----- \ ----------------------- - ----------- COMMENTS AND NOTES -------------------------------------- BL1 BI2 BI2 BL1 BL3 BL9 BL3 BL99 01 01 02 4/12/05 4/12/05 02 5/11/05 5/11/05 01 9/29/05 9/30/05 01 9/29/05 9/30/05 02 7/06/06 7/06/06 11/((106 JLL AP JLL AP JLL AP JLL AP JLL CA JLL AP JLL AP BUILDING DIVISION CITY OF PORT ANGELES * * Job Located at Correction Notice ~ Lj;" ?; I L{ 3;2.. '~=n 'clli?~ (21-/ I i~ t;:Le-c- +~'L-t~,( I 1,* A-pil~ ~c~JJ ~~j- I ~ I {W SlC)tUS 16fu~~ : 12A{!- f:i2 These corrections must be made and are not to be covered until reinspection is made. When corrections .-r- have been made, please cal for inspection. DO NOT REMOVE THIS TAG Date PREPARED 7/06/06, 12:32'49 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 7/06/06 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER 1432 W 4TH ST SUBDIV: PHONE PHONE : (452) HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING 1641 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING Ron AM Tues BUILDING FOUNDATION WALL Ron Hendrlckson 461-4644 Inspectlon set for 9 30 A M. BUILDING FOUNDATION WALL ron 461-4644 partlal lnspectlon on extentlons and stalr pad/Jll BUILDING FOUNDATION FOOTING 05/11/2005 08:54 AM JLIERLY RON HENDRICKS 461-4644 05/11/2005 03:05 PM JLIERLY --------------------------__ BUILDING FRAMING 09/28/2005 08:09 AM PBARTHOL --------------------------- RONALD 461-4644 09/28/2005 08 10 AM PBARTHOL --------------------------- 09/30/2005 08 14 AM PBARTHOL --------------------------_ BUILDING SHEARWALL 09/28/2005 08.10 AM PBARTHOL ---------------------______ RONALD 461-4644 09/30/2005 08 15 AM PBARTHOL --------------------------- t BUILDING FRAMING TIME 13.00 RON 461-4644 THIS IS A SIDING INSPECTION, THERE IS NO SIDING INSPECTION LISTED IN TYPES 07/05/2006 12 11 PM DYASUMUR --------------------------- ------------------------ ------------ COMMENTS AND NOTES ---------------------------------_____ BLl BI2 BI2 BLl BL3 BL9 BL3 01 3/29/05 3/29/05 4/05/05 4/05/05 01 02 4/12/05 4/12/05 02 5/11/05 5/11/05 01 9/29/05 9/30/05 01 9/29/05 9/30/05 02 7/06/06 , I JLL AP JLL AP JLL AP JLL AP JLL CA JLL AP fOJ()1(d HtAJdriC(~~ li3;2... VUt$( rM 116/"'1 I}IVI t'17:'5 wit r$Jk3 - t.fS;;~/t~/- /.Jer-ynrr t! of, I CJ t!8 (('II 'f~ (--~&"7 -. . ---- 1~___f-otT._it'V/-..a~5 -~-~/:r;2cl'r-l-r~~~--~=~-~ ~.... _X__.~~_~d_~IJ_ c,. _f!totVJ:_~ ___ ~&L~>)~_(y' l?_~__ 1I't/- .. _____ _n _. _. f~[Jh/~ 1 -i- _ TO _G'.A!. {5> ~___~; dt~1 . f2 ~To_ ~~~ I ~ _C_____ _ . __ ____ We...A"4~0_ ../lAY! _~O(h_$~/y,ft- _1J6it:__TO__fJ-1,'N.Y_ ____ __ -.---. _~n;?ll ~~ __~m~~{_____ __ ____ - ~~~EPARED 9/29/05, 13 14,03 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR- JAMES L LIERLY PAGE DATE 2 9/29/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER- 1432 W 4TH ST ------------------------------------------------------------------------------------------------ 1641 HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING SUBDIV, PHONE PHONE , (452) ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 3/29/05 JLL 3/29/05 AP BI2 01 4/05/05 JLL 4/05/05 AP BI2 02 4/12/05 JLL 4/12/05 AP BL1 02 5/11/05 JLL 5/11/05 AP BL3 ljr~40f~ '-JL~ -.-,--r-~ t. 01 BL9 ~~ 01 BUILDING FOUNDATION FOOTING Ron AM Tues BUILDING FOUNDATION WALL Ron Hendrlckson 461-4644 Inspectlon set for 9 30 A M_ BUILDING FOUNDATION WALL ron 461-4644 partlal lnspectlon on extentlons and stalr pad/]ll BUILDING FOUNDATION FOOTING 05/11/2005 08 54 AM JLIERLY RON HENDRICKS 461-4644 05/11/2005 03 05 PM JLIERLY ------------------__________ BUILDING FRAMING 09/28/2005 08 09 AM PBARTHOL ------------------_________ RONALD 461-4644 09/28/2005 08 10 AM PBARTHOL --------------_____________ BUILDING SHEARWALL 09/28/2005 08-10 AM PBARTHOL -------------------________ RONALD 461-4644 COMMENTS AND NOTES --------------------__________________ PREPARED 5/11/05, 12 52 10 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1432 W 4TH ST SUBDIV. PHONE PHONE' \452) HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING 1641 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/29/05 JLL BUILDING FOUNDATION FOOTING 3/29/05 AP Ron AM Tues BI2 01 4/05/05 JLL BUILDING FOUNDATION WALL 4/05/05 AP Ron Hendrlckson 461-4644 Inspectlon set for 9 30 A M BI2 02 4/12/05 JLL BUILDING FOUNDATION WALL 4/12/05 AP ron 461-4644 partlal lnspectlon on extentlons and stalr pad/]ll BL1 02 5/11/05 JLL BUILDING FOUNDATION FOOTING ~ ~ 05/11/2005 08:54 AM JLIERLY RON HENDRICKS 461-4644 1 5/11/05 -------------------------------------- COMMENTS AND NOTES ------------------------------------__ PREPARED 4/12/05, 13'29 52 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 4/12/05 ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER 1432 W 4TH ST SUBDIV PHONE PHONE (452) 1641 HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/29/05 3/29/05 4/05/05 4/05/05 JLL AP JLL AP BUILDING FOUNDATION FOOTING Ron AM Tues BUILDING FOUNDATION WALL Ron Hendrlckson 461-4644 Inspectlon set for 9 30 A M. BI2 02 I H~~\O~" ifL.tJ BUILDING FOUNDATION WALL ~ ~ ran 461-4644 -------------------------------------- COMMENTS AND NOTES -----------------------------------___ BI2 01 PREPARED 4/05/05, 12.41.41 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 4/05/05 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1432 W 4TH ST SUBDIV PHONE PHONE (452) 1641 HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 3/29/05 JLL 3/29/05 AP ~~ BUILDING FOUNDATION FOOTING Ron AM Tues BUILDING FOUNDATION WALL Ron Hendrlckson 461-4644 Inspectlon set for 9.30 A M. BI2 01 -------------------------------------- COMMENTS AND NOTES ----------------------________________ BUILDING PERMIT - APPLICATION Date Issued Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 ApplIcant or Agent' eO IJ A I d /' Ii e IJ eLf t. clC.5 {f Phone: 3(;,6- tjS-2 -I t~1 / I , (I Phone: Owner: Address: PROJECT ADDRESS: /'732 VJeSf LEGAL DESCRIPTION: Lot: ..If 13 CLALLAM COUNTY PARCEL NUMBER: tr ZIp: 7/J303 Phone:3~6- 'I~/-t(~ L(~ State LIcense #:tol- 1'.3'1- rot Exp:12!31 /(/~ Phone: {f CIty: 10 ,. r- II IV ~ -( ( -t"s, Address: I ~/3:J- w'f S,- q'tL. CIty: lorl II ~r ((1'5 ArchItect/Engmeer: R.dlJf.l!c! fI ('tVJ t ,'(k".J t I Contractor ZIp: ?83GJ RS'7 t-/"'~ Block: 122.. SubdivIsion: ZONING: t. P. A Credit Card Holder Name: Billing Address: Credit CardType VISA MC # TYPE OF WORK: )j( ResIdentlal )if New Constr 0 Re-roof o MultI-family 0 AddItlon 0 Move o CommercIal 0 Remodel 0 DemolItIOn o Reparr 0 SIgn BRIEF DESCRIPTION OF THE PROJECT: City: Exp. Date: SIZJyyALUATION: c~ ~ ~ If ~ SF @ $ ~ S?' /SF = $ :l'f/C100 ~ SF @ $ /SF = $ SF @ $ /SF. = $ TOTAL VALUATION $ T/- S-r-orlt12 ~ Ar~A ~ o Stove .li[ Garage o Deck o Oilier ;V~k) (q~f',q;~ V-N COMMERCIAL/RESIDENTIAL: Oc;.~ancy Group' Occupant Load: Constluction Type: Wood I="~/'Ift:.d No. of Stones. k Lot SIZe' 7/000 Existlng Sq. Ft I, /12- & Proposed Sq. Ft.11(' = TOTAL Sq. Ft2, d8B Total lot coverage ,;;., 3/i' % APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESA/W etland( s): 0 Yes 0 No SEP A ChecklIst requrred? 0 Yes 0 No Other. BUILDING PERMIT APPLICATION SUBMITTAL: The Bmldmg DlVlSlOn can proVIde you wIth mformation on the applIcation and plan subrmttal requrrements If you have questlons VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applIcant. Tills figure will be reVIewed and may be reVIsed by the Bmldmg DIVIsIOn to comply wIth CUlTent fee schedules Contact the Perrmt Coordmator at 417 -4815 for assistance PLAN CHECK FEE IF a plan check fee IS due It must be subrmtted at the trme the bmldmg perrmt applIcatIOn and constructIon plans are subrmtted All other perunt fees aI e due at the trme of perrmt Issuance EXPIRATION OF PLAN REVIEW: If no perunt IS Issued withm 180 days of the date of applIcation, the application will expire. The Bmldmg OffiCIal can extend the trme for actIOn by the applicant up to 180 days upon wntten Iequest by the applIcant (see SectIOn 1074 of the Umform Bmldmg Code, current edItIOn). No applIcatIon can be extended more than once. I 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 responsibility to determine what permIts are reqUIred ,not the City,' ,an that I must obtain such permits pnor to work Date' 11;0/f1 /O~ Applicant T \FORMS\APPS\BUlldmgpenmt wpd PREPARED 3/29/05, 13:19 53 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 3/29/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER: 1432 W 4TH ST SUBDIV PHONE PHONE (452) 1641 HENDRICKS, RONALD 06-30-00-0-1-2230-0000- 04-00001088 RES ACCESSORY BUILDING PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 ~29/05 JL~~ BUILDING FOUNDATION FOOTING ~ Ron AM Tues ------------ ------------------------- COMMENTS AND NOTES ------------------------------________ 'II Garage Structural Design for Ron Hendricks 1432 W. 4th St. Port Angeles, W A ~ Pc -0'5; 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 IItt January 24, 2005 Subject: Scope of Engineering for: Structural Design - Lateral Review Ron Hendricks 1432 W. 4th St. Port Angeles, WA Enclosed is the structural design of the Garage for Ron Hendricks. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces on Garage Door Openings 2. Vertical Forces on Window/Door Openings Please give me a call if you need any additional information. Sincerely Donna J. Petersen P.E. .- Structural Design - lateral Review Ron Hendricks 1432 W. 4th St. Port Angeles, WA DESIGN CRITERIA DESIGN STRESSES ELEVATION LESS THAN 625 FT DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb= 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI SNOW LOAD GROUND= 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 10 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI WIND SPEED, V FM = 80 MPH 3 SEC GUST, V 35 = 100 MPH EXPOSURE 0 SEISMIC ZONE O2 SOIL BEARING = 1500 PSF REFERENCES (1 ) INTERNATIONAL BUILDING CODE 2003 (2) INTERNATIONAL RESIDENTIAL CODE 2003 (3) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (4) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (5) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (6) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GlUlAM RESOURCES 2000 (8) RISA-2D RAPID INTERACTIVE STRUCTURAL ANALYSIS - 2-DIMENSIONAl VERSION 5.5 2001 General Notes 1. Ground snow load = 25 PSF 2. Maximum soil bearing capacity = 1500 PSF 3. Seismic Zone 02 4. Wind, 80 MPH, Exposure "0". 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate 25 psf snow load and appropriate snow drifts as noted in the UBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to L/360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings Indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Residential Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 5 1/2 sacks of cement per cubic yard of concrete. 3. Remforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (including hooks and bends) in accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material Single story structures Two story structures Three story structures 12" below original grade 18" below original grade 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.R.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table R602.3(1) of the 2003 I.R.C. 3. All structural framing lumber such as 2x_joists, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_ Douglas Fir No.2. 7. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather, and/or moisture shall be Hem-Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather, and/or in ground contact shall be Hem-Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate (SBX) Galvanized, 0.60 oz/ft~ ACQ-C, ACQ-D, CBA-A, CA-B, Other Borate Post Hot-Dip Galvanized, ZMAX galvanized, (Non-DOTl 1.85 oz/ft2. or SST300-Stainless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stainless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 13. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. 16. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings in non-structural stud walls not detailed otherwise. 17. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 18. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise 19. Toenail joists to supports with 2-16d nails, 2-10d box nails for T JI joists. Attach all beams at the roof exceeding 8'0" in length with Simpson ST 292 strap each end. 20. Attach joists to flush headers and beams with Simpson "un series metal joist hangers to suit the joist size. 21. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 22. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6" O.c. to framed panel edges and over stud walls shown on the plans @ 12" o.C. to intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted in the shearwall schedule. 23. Provide continuous solid blocking at mid-height of all stud walls over 10' in height unless wall is blocked per shear wall note. 24 Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. SHEAR WALL SCHEDULE 1,7 Mark Sheeting Fastener spacing In termed/ate Framing !1otrom plote nailing l!& Anchor Bolts Maxiumum I Notes framing nail doubled stud sp/icina ollowble o all edges backing Sheeted Sheeted Sheeted Sheeted shear (Blocked) spacing size one side both sides one side both sides 7/16" OSB Bd 06" OC Bd 0 6" OC 2x 240 PLF 2, J, 6 (0 OR far stud framing @ 24" 2-16d 0 2-16d 0 5/B" XIO" 5/B" XIO" 4BO PLF Bd 0 12" OC IS GA @4" OC for stud framin @ 16" 12"OC B"OC o 4B" 0 C. o JO" O.C. 7/16" OSB Bd 04" OC Bd 06" OC 2x J50 PLF 2, J. 5, 6 OR far stud framing 024" 2-16d 2-16d @ 5/B" XIO" 5/B" XIO" 700 PLF 0) Bd 0 12" OC IS GA OJ" OC for stud faming 0 16" o 10"OC 5"OC 040" O.C. 020" O.C. 1/2" CDX Bd @ J" OC Bd 06" OC Jx 490 PLF 2, J, 4, 5. 6 (]) plywood OR for stud framing @ 24" or 2-16d 2-16d @ 5/B" XIO" 5/B" XIO" 9BO PLF Bd 0 12" OC IS GA 02-1/2" OC for stud framing @ 16" DBL. 2x o 7"OC J-1/2"OC o 2B" 0 C. @14"0.C. 1/2" CDX lad OJ" OC lad 06" OC Jx 600 PLF 2,J.4,5.6 G plywood for stud framing 024" or 2-16d 2-16d 0 5/B" XIO" 5/B" XIO" 1200 PLF lad @ 12" OC for stud framing 0 16" DBL.2x o 6"OC J"OC 024" O.C. o 12" O.C. 1/2" CDX lad 02" OC lad 0 6" OC Jx 770 PLF 2, J, 5, 6 0 plywood for stud (ramlng 024" or J-16d J-16d 0 5/B" XIO" 5/B" XIO" 1540 PLF lad 0 12 OC DBL.2x 06"OC J"OC o IB" O.C. 09"O.C. for stud framing 0 16" 0 1/2" Gwe 5d COOLER 0 4" OC 5d cooler @4" OC 2x 2-16d 0 5/B" XIO" JOO PLF J,6 both sides OR OR 5d Gwe 0 4 " OC 5d Gwe 0 4" OC 12"OC o 4B" O.C. 0) ~{~ Gwe 6d COOLER 0 4 OC 6d cooler @ 4" OC 2x 5/B" XIO' J75 PLF J,6 both Sides OR OR 2-16d 0 6d Gwe 04" OC 6d Gwe 0 4" OC 10"OC o J6" 0 C. Notes: 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS. FASTERNERS SHAL~M.EET THE FQLLqWlNG CRITERIA' Bd common =0. IJI "dia X 2-1/2"min. 5d cooler =0.OB,,6 dla X 1-51.B min. 10d common =0.14B"dla X J"mln. 5d GWB =0.OB6 d!a X 1-5/B Tin. Bd b -OIIJ"d' X 2 1/.2" . 6d cooler =0.092 dia X 1-7/B min. ox - " /.0 -;;. mln 6d GWB =0.092"dia X 1-7/B" min. 10 box =0 12B dlo X J mln 16d common =0.162"dlo X J-I/2" min. IS GA staple =0.072"dla X 1-1/2" min 2. PROVIDE APA RA TED SHEA THING PL YWOOD OR OSB APA RA TED SIDING JOJ OF INNER SEAL OSB RA TED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER NOTE I. SPECIFIED SHEA THING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2" OR J" FRAMING (PER THE TABLE) INCLUDING FOUNDA TlON SILL PLA TES, VERTICAL FRAMING, AND BLOCKING. PANELS MA Y BE INSTALLED EITHER HORIZON TALL Y OR VERTlCALL Y (SEE NOTE 4 FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR J" FRAMING. 7/16" OSB MA Y BE SUBSTITUTED FOR 1/2" CDX PL YWOOD IF FRAMING IS SPACED AT 16" ON CENTER, OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS FOR FRAMING SPACED AT 24" (BLOCKED). WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE J-INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERm. NAILS TO BE DRIVEN FLUSH WITH SHEA THING DO NOT OVER DRIVE NAILS ALL SHEAR PANELS SHALL BE BLOCKED. J. 4 5. 6. 7. SHEAR WALL NOTES 4SEASONS ENGINEERING, INC. (360) 452-3023 619 S. Chose St. Port Angeles, WA 98362 DA TE: JANUARY 2005 SCALE: NONE DRAWN BY: DJP CHECKED: SHEET: 7 OF 2003 IBC WIND ANALYSIS 2003 IBC SEISMIC ANALYSIS - SIMPLIFIED BASE SHEAR BUILDING DESCRIPTION S1 050 FIRST FLOOR = g Ss 1.25 SECOND FLOOR = '( g' SITE CLASS 0 '~ ~ ROOF HEIGHT = " 2:5' Fv 150 AVERAGE HEIGHT OF BUILDING 20:5 Fa 1.00 Sm1 075 WIND EXPOSURE 0 Sms 1.25 WIND SPEED 80MPH Sd1 0.50 ROOF PITCH 5 12 22.62 Sds 0.83 p. = I..lwps30 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 0 p. = I..lwPs30 1..= I - LC1, P.30 = LC1,P. = LC2,p.3o = LC2,P. = RESPONSE MODIFICATION FACTOR 61/2 w- AREA A, Ps30 = 155 1 19.9 30.85 199 3085 SEISMIC BASE SHEAR COEFFICIENT: 0.154 AREA S, ps30 = 155 1 32 4.96 3.2 4.96 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1 55 1 14.4 2232 144 2232 SHEAR COEFFICIENT= I 0.111 AREA 0, ps30 = 1.55 1 3.3 512 33 512 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.55 1 -8.8 -13.64 -3.4 -527 SHEAR COEFFICIENT= I 0.1667 AREA F, ps30 = 155 1 -12 -1860 -6.6 -10.23 BEARING AND SHEAR WALL AREA G, ps30 = 155 1 -6.4 -992 -0.9 -140 OUT OF PLANE WALL FORCES AREA H, ps30 = 1.55 1 -97 -15.04 -4.2 -651 SHEAR COEFFICIENT= I 0.3333 E oh 1.55 1 -16.5 -25 58 -165 -25 58 MASONRY AND CONCRETE OUT OF PLANE Goh 1.55 1 -14 -21 70 -14 -21.70 SHEAR COEFFICIENT:::: o 6667 Hend ricks. struct. xis MAIN LATERAL FORCE RESISTING SYSTEM - WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR AREA FT. FT. PSF LBS FT PLF AREA FT. PSF COEFF. LaS PLF 1 A v6:0, .,; 1~.0', 3085 ROOF "-1112':0" , :', ":1'7: a ,6:0 \- 4~0 4.96 FLOOR ' J~2;O,' :' (10,' C 6':0 ," 1~.0:' , 2232 WALL '~~8:0 ' ': '. 5 D 6':0 , \~ 2.0: 5.12 4646.3 M 105.6 ETC :\:0':0: 0' 0154 2802 5 63.7 2 A 0.0 : ''<.' -'0,0', 3085 ROOF 1~1.0 ' ,'~17,' a 0:0' 0.0 496 FLOOR ' i:1O,6 '. :10 C 41.0 5.0:, ' 2232 WALL - 1,10.0, -5" D ,41.0' 1;1.0" , 512 6882 5 ,40 1721 ETC. i:O:O,L- ;cf- 0154 4596 9 1149 3 A 8:0, ':'" 5.0' 30.85 ROOF '~,19.0'/ ; , 17 B 8;0 " 11.0 496 FLOOR ,\0.0'-- "10 ' , C H.6 ',5:0' 2232 WALL ;:10.0 5 D 11:0 - 11.Q: 512 35168 40 879 ETC ~O.O,' 0 0154 2295.4 574 Hendricks.struct.xls SHEAR WALL DESIGN WALL DL ROOF OLjFLOOR DL Upper 5 17, 15 Level I WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRIB TRIB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING % OF WALL % OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANEL PLF PLF FT. FT. FT. FT. HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT. FT. LBS. 1 105.6 63,7 44 A 4425 2669 6 1.75 :' 6. " -- ~ : 0, 0 .1.00 100 4004 3 12 ,;10 2453.4 B 442.5 266.9 6 ~1.i5 " ':6: 2. ,_0, 0 . (00 '.' 100 4004 3 :12 )0' -- 2453.4 , , C 4425 266.9 6 1.15,' .6 -- .2 0 0 ' ,1:00:. 100 400.4 3 12 10 2453.4 0 4425 266.9 6 f75 6 4 0 0 1.06 100 316.1 2 ii' 10 2453.4 E 442.5 266.9 6 - , '3:5 . '-6 ' " '-2 "-,, , cr' " 0 ., 'VO<r :.', 100 4004 3 "'12' .' -"1(V 2251.8 Hendncks. struct.xls Co $C00L-~tl'E-. '$~f'V\ ~ 1'A -;::. 2t:+5"3.:#:-{t. 15) ~ +2OJ~ '-it t~~ ~ V-=- 4-4Z,5Pl-1- - I ?-- M~::..- 7-. ~ '- K- ~~ 0 II d;;. 18 l( 4-s -=- . If;, ,"n Z_I I - -#: 4 WA-K q 2, 4-0 (s)k:... VIA ~ I ~0:tt- ' Vz--f I/~:: I/Z-[ .8'3)(Z ') i 2Q:b ('0')!E:, - ~V1:f:- e~ V 11,1~/1 - r- ,/ fr-bf\J :U-e..lC~ L(~ , I \ 4SEASONS ENGINEERING, INC (360) 452-3023 CHECkED 619 S. Chase St., Port Angeles, WA 98362 SHEET SCALE DRAWN BY -J t..P DATEUzA-/O S- , OF Window Header-Quick Beam FOUR SEASONS ENG. Project: Hendricks Garage Job: Ron Hendricks Chent. Ron Hendricks Page 1 14:21 44 01/24/05 Designed by. John Partch Checked by' Input Data {f~D- ::;~ti:*"::">$,j'i0(f-ff"'6VZ:"'~'~1'O~Jj7I;Y$1 ~:;;fuB.:'~' W'F(~J"~0fif\':)~./ ^:';'#I"Pf'Mr;r'l:riATIh","~~J\'P'1.~ ,}71!<\.,,!vH"\"}xnt'f~ "~Yi~$}~.2,(} /fj.",,# /tf01r"--:~~'~v-"h~~;':-;, :.j;'Oe'"%n "I (Mtt. f:~ "'R;t~~?1Ji>O~~\<:~{,.,'" ~~~1 01 . ,@!t9.!U5t.i\ ~" . .;i~',Q~~1t.~@"!n~":E9Y9J~~r:~~"::.'.!C!ur .,_Qa7{y: ;1...m~.Elt.J!.Hit~;j;',y;(:.:::L:\I1!i(.;;}:\{?~i; ~'~:i.[ztUc:1 ~ ~l ;: Left Cantilever None Main Span. 6' Right Cantilever. None Check for repetrtrve use? No Trrbutary Width 0' Slope. 0 Dead Load 0 psf Live Load' 0 psf Snow Load' 0 Allow LL Deflection U360 Allow TL Deflection. U240 DOL. 1 150 (3 In MaXimum) Eb 1300000 pSI Fv: 170 pSI Fb 875 psi User Defined Loads Snow Condition 1 Dead Floor Live Dead , ,~\t",...-) Uniform Uniform Uniform Uniform 0' 0' 0' 0' 8' 8' 8' 8' 31875 21675 450 1125 Design Checks ';;:,~fu,V>~> ~~~\\;"', ,<",,~L~ Max Value Allowable % of Allow Location e[@o~' '><1~\~'1:j( y ~HI:! .t2f~!, 3294 515659 64~ 0' " . '1\~;r;1{">:Shiar'\"/' ". ~~~~~~;~;rY~ity~~1~~f~;t} ~~-,<'dl' ><< <~ <<,J~.....h%>>>;%;tA,^Ajl1Wkh~< 716.7 6961 100625 1955 71 ~ 36 tI 3' 9-1/2" -0 0439 02 21 tI 3' -0 0627 03 20 tI 3' Reactions and Bearing 1 5 1 5 3294 3294 Self-weight of member IS not Included Member has an actual/allowable ratio In span 1 of 71 "% DeSign IS governed by bending fb/Fb Governing load combination IS Dead+Floor Llve+Snow Condition 1 MaXimum hanger forces' 3294 Ib (Left) and 3294 Ib (Right) Program Version 82- 1/21/2003 Window Header-Quick Beam FOUR SEASONS ENG ProJect: Hendricks Garage Job: Ron Hendricks Client' Ron Hendricks Page 1 14'21,1901/24/05 Designed by, John Partch Checked by: Input Data ,:fae~1\tg'~H'ioP3\118i1x':'i~i1n~'IT~FliV4;Gn:.!Bi'iaffS~d(~EI~o:i~Gfuiarm~jW;it~~;r~i;tI~l:0~~~~J)t;;;<;:1';;!;;~$f~r'i~ L .--= ,!,!-,....o!&'! _~~=fH.~!1L ~ .. *..~ . we .~<o~"'_~__~*._=" t!.L.~., ".~.~.". . <0 _, ,_"" "._~_. _.=.*"z;:,~..~, ~*'.." .\1. .40111." ,~.[;L" .'i Left Cantilever, None Main Span 6' Right Cantilever' None Check for repetitive use? No Tnbutary Width 0' Slope' 0 Dead Load 0 psf Live Load 0 psf Snow Load 0 Allow LL Deflection, U360 Allow TL Deflection U240 DOL: 1 150 (3 In MaXimum) Eb' 1800000 psi Fy 240 pSI Fb 2400 psi User Defined Loads Reactions and Bearing <WSu"~~'o/" ~~! ;~;~>" tfon~$1Tf~' ~"~ 0' < ;)ff'}~~~'l~:~ 0' 6' 1638 1638 3294 3294 Self-weight of member IS not Included Member has an actual/allowable ratio In span 1 of 73 tI % Design IS governed by bending fb/Fb Governing load combination IS Dead+Floor Live+Snow Condition 1 MaXimum hanger forces: 3294 Ib (Left) and 3294 Ib (Right), Program VersIOn 82- 1/21/2003 Garage Door Header-Quick Beam FOUR SEASONS ENG, Project. Hendricks Garage Job Ron Hendricks Client: Ron Hendricks Page 1 14'19:2701/24/05 Designed by: John Partch Checked by: Input Data "''''"::l>l.'1"~l'''(1l/W?'!QW~~~"' '''J.F'^'1~~'<lt;:-Il'n:'~~;;}'''A'-\r'< A' B%}< 1,,'0/ ~~ %::~~F**'-'~-~mq'^'-'7;;L:;j~ "..y;y~ -"'.m::!" --: ;>l{"> i~j\\ b,r<,{ tI ...... ~ 'I'<Y--;Yit;;t l1'f:' ~'<'i.^ - ~;&~A>*~"'-ntiMf""" <> <,'1,' 'J# !,;~he~~jgM~~_~;~e~.ro~~p,2Yg!AS.t.!5!r~t[~Ij~!;t',!~Y,lrm..1J.li-,,1~4;\ir.i1f~~1\t~"il~j~:ll~~~0~'itI1~~:~:~\ left Cantilever. None Main Span' 8' Right Cantilever None Check for repellllve use? No Tnbutary Width 0' Slope: 0 Dead load: 0 psf live load 0 psf Snow load 0 Allow. II Deflecllon U360 Allow, Tl Deflection' U240 DOL 1.150 (3 In Maximum) Eb 1300000 pSI Fy 170 pSI Fb 875 pSI User Defined Loads 0"- ~~. ~.LL '~i:: Snow Condlllon 1 Dead Floor live Dead Uniform Uniform Uniform Uniform 8' 8' 8' 8' 31875 21675 450 1125 Design Checks -~;;::;.~ Max Value Allowable % of Allow location q.... 't'i~' ";.71' . ':,.;;" ':s'''''' d" I" "1.~~X' ~ac; C!rt 'v', ^)}~;""1~~1,,,~~,,)19,<-/ ~ )/' ~nl>4'~' ~~~~'$2:::ih(; ~kf:~<'~~p.!h t,/c',,,,t~tN 4392 869 494 515659 100625 85 t/ 86 t/ 0' 4' 'tf~; Mjjf' A~:r'TC' : ~f7<,~~~ 79 204 1955 41 tI 11-1/2" 'lI:iD~f1~~i;':~" \~~ljJj~, '0r , -0 0782 o 2667 29 tI 4' -01117 04 27 rI 4' Reactions and Bearing ,<1'$upport;!:?ocatlon';A;:;1C}:'\Mln;gBearirig';';,' ;;"r:,v~mRe'" , orii,~7?;, :\}"~~'!~%1v:V~~ft'~' ",3$tyif;, ,:~~'<'\y~l,~~~; A,'i,~:: ' ;'{jlnJ~":'x ~ .L,dAd/./ r~~<..{" < \1~ '< , > ;~r'if.. \' ;;r:~,^ "" ..\;({fj1t'>A. ~""'iilft.,., <"'>"'<'~i:\^ di{'~ ~:::J~ 'Q'~ i>IVY~'-:U"A v~^ ~^ f'>~ ....,1"'" . "",.. ~ _<0 '-o~- ,. "."~ .. ~ "-15 ... ~=., <04392' 8' 1 5 4392 Self-weight of member IS not Included Member has an actual/allowable ratio in span 1 of 86 rI % Design is governed by bending fb/Fb Governing load comblnalion IS Dead+Floor Live+Snow Condition 1, MaXimum hanger forces 4392 Ib (left) and 4392 Ib (Right) Program VersIOn 82- 1/21/2003 Garage Door Header-Quick Beam FOUR SEASONS ENG. Project. Hendricks Garage Job: Ron Hendricks Client. Ron Hendricks Page 1 14.20:5001/24/05 Designed by' John Partch Checked by: Input Data 410'" ".",',TcF"il,a,. 1):'''')~/8''1.~%'9':,~;.,~'':1l\>,'ArU' "'i1'S""T#,Wi1 ,,).1\\, ":;;,i'I'IMwh.,:,. ";:?G' '1'~'l'l 'U,) ~'W' , '.Q'~t"J;< .,,}.i'~~"l(t.:/. . : J:.:..g!g.ID.iQ!t~~'Xt-.i;'~, . '''~!r!~P'' '!::' . rl~1_Jit.@Jl.~,'~~,~~Y~ P:;.~ .1UUJ'l ~~. ) ,~~Umli! ;: ,:;:;~':1f.';1; Left Cantilever. None Main Span 8' Right Cantilever None Check for repetitive use? No Tributary Width 0' Slope 0 Dead Load. 0 psf Live Load 0 psf Snow Load' 0 Allow LL Deflection: U360 Allow TL Deflection U240 DOL' 1.150 (3 In Maximum) Eb 1800000 pSI Fv: 240 pSI Fb 2400 pSI User Defined Loads Snow Condition 1 Dead Floor Live Dead Uniform Uniform Uniform Uniform 0' 0' 0' 0' 8' 8' 8' 8' 318.75 216.75 450 112.5 Design Checks Max Value Allowable % of Allow Location 'cllo"" ~bYfl 4392 4436 57 99lt 0' 2498 56 2760 91 lt 4' " .tShear.';)~{{lfjfi'i :j:if~1 ,{>~~'j)k~ \.~l~~ 190 32 276 69 J/ 9" -0 2073 o 2667 77lt 4' Reactions and Bearing Self-weight of member IS not included Member has an actual/allowable ratio In span 1 of 91 J/% DeSign is governed by bending fb/Fb Governing load combination IS Dead+Floor Llve+Snow Condition 1 MaXimum hanger forces. 4392 Ib (Left) and 4392 Ib (Right). Program VersIOn 8 2 - 1/2112003 Upper Level Window Header-Quick Beam FOUR SEASONS ENG. Project: Hendricks Garage Job: Ron Hendncks Client. Ron Hendricks Page 1 1428.4601/24/05 Designed by' John Partch Checked by' Input Data ftei~ig' tfI8#j4XilNo!t52'eO"~('g'~'I~~;Fii!!eai~nfDi'nfiriiiijn;,'1~at j): :,~~, &,' ;'if[W:'i.i;t;I,\:ji;:~rit:r~t~~: :V\?t~~;;;711r >:i~~;. v.\:,,,~~ '^"~~~ ...""",%!,.....t'""'~.,,"""'~ '.......... ~ ~~~~.f,; " .. "..":.Ji:,,,l,. ".....q~,.,....~'""""<""" ".- ~,::.;,v.....,..:,=/^,,,,,, ,-"",1\ ~ ~0<- 11<:.;'&-_, >}J;;:::~. t."'<h,,~" A 7\~, ^~",~1.;...... ,U~l 1~< ","',..:J~,r",,~ ti ,"", ", , Left Cantilever: None Main Span 6' Right Cantilever None Check for repetitive use? No Tributary Width 0' Slope 0 Dead Load 0 psf Live Load 0 psf Snow Load 0 Allow LL Deflection. U360 Allow. TL Deflection U240 DOL. 1 150 (3 In Maximum) Eb 1600000 psi Fy 180 pSI Fb 900 pSI User Defined Loads Snow Condition 1 Dead '1.:.oad~:{);,:*~~1\Fi::>i' >~4!<\~' "T~ft. ~'<' <,\.tho""8;/ ,pe"',. ' .,' ~>~i?;~!1f:::' Uniform Uniform 21675 Design Checks Max Value Allowable % of Allow Location lonj';:\'~';,,~, ': een'dlngr.:;Xtki~'~r;~;;r;i:'1tfSh < ~~ ~,~:> > ~:h~~~,~~~p_t!~f/ ~~:~:Y~f:1,~: 'AJjP! 16065 943106 3281.47 13455 49 tI 70 " 0' 3' 207 37 at 5'4-3/4" ':%'1-::' .1;~'0:iTI!\Defll~;-iI. .';:i;'l : >~~:t~}~;:Ijf:~~> JI1~~~: ::~1~5 : :~0 -0 0523 -0 0878 0.2 03 26 at 29 " 3' 3' Reactions and Bearing :'lii;su"~"ort' . I;{"")~p,~",,, J ;f"'J~?-:s ' ~:- mlv'0,~ :%i<:,. _ >.,~ x .~, 0' 6' Self-weight of member IS not Included Member has an actual/allowable ratio in span 1 of 70"% DeSign IS governed by bending fb/Fb Governing load combination IS Dead+Snow Condition 1 MaXimum hanger forces 1606 5 Ib (Left) and 1606 5 Ib (Right) Program Version 82- 1121/2003 - -. - - --. - ,.. --. 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'/ I . , ! . , , r ~ i , , I ; ~u .~ >- ~~......:> CO ~~ ~ en o V~ (j) Lt: W ~~ <( C' if) ~~ I C GJ !.IJ~ ~ ~ ct: LA~ (/) 't~~ (j) ~ Wij~O <.0 C1." ? I '-- I '... ;~ , I -0 ~ ll\ 1- \/) ~ ) -\; ~\ -.;;:c ~1; '1 General Nota . 1. Framing connectors, naDs, bolts, and other faateners In contQCt with pressure treated wood shall have the following finishes: Ilbod Treatm4WIt FIn,.. CCA-C and DOT Sodbn Borate I ~'-' 0.60 oz/ft2 (sax) ACO-C. ACO-O. CSA-A. CA-B, I Potft Hot-DtI GaMlnlzed. ZJlAX 0fIMr Borat. (Hon-DOT) ~Ized. 1.85 oz/ft2. . or SST.3OO-stai11a8 steel steel AmmonIGcal Ccpper ZInc ~ (ACZE) and ottIa- ~ treotecI wood& SST.3OO-Sf4Hea steel 2. ltfIen using Stalnlea steel or hot-dip galWJ/1lzed connectcn. the connectors and fasteners should be made of the same materld. stainless steel fostenenl ahol/ not be use In appllcotlon. ""ere contact with Galwnlzed and Post Hot-Dip GalWJ/1lzed metal. will occur. .1. Plywood wall sheathing for noted shear rraII. shall have solid bIoddng at all sheathing panel edges. See shear wall schedule for further notes. NAILING PER SHEAR WALL SCHEDULE AT ALL PLA TES, HEADERS AND STIJDS. FLOOR OR ROOF FRAMING ABOVE, SEE PLAN K ~EADER PER PLAN I CMSTC16 STRAP, NAIL TO HEADER AND DBL. 2X6 BLOCKING WI (16)-16d NAILS (J)-2x6 END STUD PL YWOOD OR 058 SHEAR WALL PER PLAN (2)-2x6 KING STUD STHD10 HOLD DOWNS ,dlil' II Q -' (Q DOUBLE 2X6 PLA TE W/ 5/8"~X12" A.B.'S @ 1/3 ::: POINTS t-.: #4 DO~L XJ ::x: @ EA. END ::j & 1 IJ ~ 1 ' 11/. " POINTS 6" -10/2 It o .1 <'l L- 6" CONC. STEM WALL I PER PLAN SHEAR WALL PANEL SCALE: J18" = 1'-0" I SHEAR WALL SCHEDULE 1, 7 . . Bottom plate nailing de Anchor Bolts Maxiumum I Notes Markl Sheetmg I Fastener spacing Ifltef7!ledlate Framing doubled stud solicina allowble <<>> all edges fram!ng nail b?cking Sheeted Sheeted Sheeted Sheeted shear 'BI ck d' spacing SIze \, 0 e I one side both sides one side both sides 7/16" OSSI Bd (I 6" OC Bd <<I 6" OC ,,2x I 240 PLF I 2 J 6 o I OR fer stud"framing <<124 2-16d <<) 2-16d 0 5/B" X10" 5/B" X10" 480 PLF " 15 GA 04" OC . ~~':t~~ fr~in <<>> 16" 12"OC B"OC 0 48" O.C. 0 JO" O.C. 7/16" OSS Bd (14" OC 8d (16" OC . ,,2x I J50 PLF 12, J,5, 6 OR for stud"frammg <<>> 24 2-16d 2-16d 0 5/8" X10" 5/8" X10" 700 PLF r:;\ 15 A" OC 8d <<>> 12 OC """" \.3.; GA v J for stud faming <<>> 16" <<>> 10 OC 5 OC I) 40 O.C. <<>> 20 O.C. 1/2" COX 8d <<>> J" OC 8.j <<>> 6" OC . "Jx I I I I I 490 PLF I 2, J, 4, 5, 6 plywood OR for stud"frammg <<) 24 or 2-16d 2-16d <<>> 5/8" X1O" 5/8" X10" 980 PLF (}) I 15 GA 02-1/2" OC :~~ :t~~ frO:ming <<>> 16" DBL.2x I) rOC J-1/2"OC I @28" O.C. <<>> 14" O.C. 1/2" COX 110d <<>> J" OC 11Od.0 6" OC "Jx I I I I I 600 PLF I 2, J,4, 5, 6 O IPIYWOOd for stud framing 024 or 2-1Sd 2-1Sd <<>> 5/8" X10" 5/8" X10" 1200 PLF 4 :~ sTu~2 fr~ing <<>> 1S" DBL.2x C S"OC J"OC 0 24" O.C. 012" O.C. 1/2" COX 10d 02" OC 10d 0 S" OC Jx I I I I 1770 PLF I 2, J, 5, 6 O IPIYWOOd for stud framing 024" or J-1Sd J-1Sd 0 5/8" X10" 5/8" X1O" 1540 PLF 5 10c1 0 12 OC "DBL.2x (I S"OC J-OC 0 18" O.C. C g- O.C. fer stud framing 016 r:\ 11/2- C;:WB 5d COOLER 04" OC 5d cooler 04" OC 2x 2-1Sd 0 5/8" X10" I JOO PLF 1.3, 6 \!..J both SIdes OR Ol? _ ,,/ ' 5d GWB 04 " OC' 5d GWB 04 OC 12 OC 048" O.C. O 1~{,8" ~WB Sd COOLER 04" OC SeI cooier 4) 4" OC 2x 6d A 5: /8" X10" I J75 PLF I J, S 7 both SIdes OR Of? 2-1 v / ' Sd GWB 04" OC Sd GWB" 4" OC 10"OC 0 J6- O.C. Notes: It o J QJ 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, FASTERNERS SH&MEET TH~ f~qWlNG CRITERIA: 8d common =0.1J1"dia X 2-1/2"min. 5d cooler =0.08_S dia X 1-5/,,8 '!1m. " . ". 5d GWB =0.08S dia X 1-5/8 mm. 10d common =.0:1~3, dla X ~ mm. Sd cooler =0.092"dia X 1-7/8" min. 8d box =O.11J dla,( 2-1/2 min. Sd GWB =0.092"dia X 1-7/8" min. 10 box =0. 128"dia X J"min. 1Sd common =0.1S2"dia X .3-1/2" min. 15 GA. staple =0.072"dia X 1-1/2" min. . 2 PROVIDE APA RA TED SHEA THING PL YWOOD OR OSS APA RA TED SIDING JO.3 OF iNNER SEAL OSB RA TED PANEL SIDING ON ALL . EXTERIOR WALLS AND NAIL. PER NOTE 1. J SPECIFIED SHEA THING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2" OR J" FRAMING (PER THE TABLE) INCLUDiNG . FOUNDATION SILL PLA TES, VERT7CAL FRAMING, AND BLOCKING. PANELS MA Y BE INSTALLED EITHER HORIZON TALL Y OR VERT7CALLY (SEE NOTE 4 FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR J" FRAMING. 4 7 /1S" OSS MA Y BE SUBSTITUTED FOR 1/2- COX PL YWOOD iF FRAMING IS SPACED AT 1S" ON CENTER, OR PANELS ARE APPLIED . WITH LONG DIMENSiON ACf~OSS STUDS FOR FRAMING SPACED AT 24" (BLOCKED). WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN SINCHES ON CENTER ON EITHER 5. SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DiFFERENT FRAMING MEMBERS OR FRAMING SHALL BE J-INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. S. NAILS TO BE DRIVEN FLUSH WITH SHEA THING. DO NOT OVER DRIVE NAILS. 7. ALL SHEAR PANELS SHAU. BE BLOCKED. IO~ ~ 0 llil~ 'It<:" N(f)~ ~ .. _ eno- .. ~ ;Z ~ ~ ~....:t(j~ ~~~~I.lj Q(f)QuiJi .., ~ ,~ ~:l ~O) C)~ ~a~ ~~i C)~~ CI)~ ~ ~~i r^~O ,-'1 J~ en ~ '. 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I ~I~l f-! 0 ~I~l ~I t- . ~I ~ ~_: :s- O'j :Ci \it ! ----.. ! ; ~l ..r t- -:r- ~ ~ 3 ~ - r-~) I Iv --JL 'to- \- ~ \J @ <<:' ::) J-- ,,1 ... I- ::t- FILE CITY OF PORT ANGELES - Construction Plans The Issuance of this permit based upon these plans. speCifi- cations and other data shall not prevent the bu':dlOg offiCial from thereafter reqUiring the COI rectlDn of errors 10 said plans, speclficatrons and other data, or from preventlOg build 109 oper~trons belOg carned on thereunder when In violabon of all codes and ordinances of thIS junsdlctron. (SECTION 303(c) . U iform ulldi g Coda) ~ Approval Date By 'VLI-- .- , ---/Tit M '7 i z-----.-.-- - . , tll h. c... ~ ~ '" :lo .~ I.... f -c; - ..r \i) <r l- t} "t" ~\;'-S... ~ y ~ \.J ~)I\ :)- ~ L.. ~ ::z::. \J ",1: ~~~\n ~ ~ ~ I; ).0 <- ~ ~ I--:rl'\~'!:.\ ::s )0.. .. '" ~ - ~ ~ I{ ~ '", ~-- -..sit ,,::::: ..J~- ~ , Ci' ~ 1_ >< -.. ~<f: <~ <(' "'" ~ .3 !:! >< ~ f-l \t1 3 - ~ :!J $ l- \.l ~ N '- N~~",",,\>x."":: ~ ~ ~ '>< ::. 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'-', '-., , / gt~~,; J ...~, >,". / I ", " / I ""..' ~/ ~lJN lJiJ.lV - lUlIll1U 1"""n:",,uH 100~r UJrN -_ UlmVa IllJIIJi'JA 88aAJlN- N / 08 1:, , ^'.... '?'l! ~-.. ....);' '^:" r ,~.{ ,/ , / :' \/ '" {\ > 1':~g t J ~"!' '/ /J "; If" , < ",' ,;; - / ..,'(, J~ ,'/ <.....~ " ~ '" I ~ """ ''>.. "~ f" '" "," ""-'" ""! "'j//" ~: ... frOC>, II /f,,",., "z. I~.;'" ",// ///') /_~~ '''''~''' " (" '''v / f "~ I //'-"__,- ''.,:,' , I " ',.' '- ',-" , "....." j' Y/.~ i', /'"'' / ~~ /' : , 'f ' , , CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N<? 15430 7' - I;? Port Angeles, Washington",no.nn,mmnn,n:,n,.o..nmm.n...mn,mnm, In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to do electri~ ),1prk as listed below. / t/ :5 2 /..vr" ;/. t..A:v ~:::;sn:::::{~~:::~::f?::::C~;:;~Z::::::~::::::::::m.;~===~::n.~::~:~.n.~,~::~::~::=:::::::::::::::::::::::::::::: Wiring Contractor .nr;j~n.!':J.q,.b~,?..::~C{!.~::'~{.nnnmnnn BYn.nnmnn..mnnnmn..nmnnnn.,nn.mnnnnmnn J Service, volts /?..?./..~.'!..':...___ I 1'ype of Wiring: 2 No. wires h...n.?...n ............_....n. . , Size wires_.___..ijj._~..___"!.._______._.__. Main fuse mn.{.~.:-~-~.::ln:.!nmmm.. ';) Enclosure ....nnmm..n.nmm____mnm Light OutletB_....mmm..m.mmm_..._....._.. Receptacle Outletsm_..mmm_m.....mm_ Dryer, KWI......nnnn_..u.n_nnn_nnn_ Range, KW Water Heater: KW.,nn Type of wiring: Entrance Cable m.nm___ ;:;;; y;-n . . ..n_l:_n .../0 Heat: RW...:.:'n...m.....h_ Rigid Conduit nnnnmmm...mnn.... Motors: size, volts and phase: Metallic Tubing nnn'mmnmnn..m Current transformers: No. & Sizen..nnnnnn__nnn__n.._...n... Ser. NO.n.n_nn...n....................nn._n._ Ser. NO..nn__.........n_....nnnnn_.nn_...... Ser. NO........nunnn..nn__n...nnnnnnnn ( - ,/' 19'.om.o' Armored Cable ..nmnmm._numnm. Non.l\ietallic '.u..nnmm... Knob & Tube.....m.... Rigid Conduit ................ Metallic Tubing Raceway _nmn....... Circuits, Light.. UtilitY..n Heat Range ..n....n..._n...nnn.......nn..nnn_ Water Heater mnnnmm_._...mmn.. Motor _n____..._.._.........nn_nnn..__...... Dryer...nnn_nn.._..n"'hnnnnunnn_nn.._ Furnace nunnnnnn",,'n."_nn.._.__ Remark:~taln:~~....'...~..;..,~Z::n'n""':'.n:':~:~.:O.:_Z;.:.~V:..:.:.::::'.:::nnm...mnn____~~::ln..:.:.:..:........:....::.:... 'I 'J .~~~:;~.;::__.mm.mnmn.m...__;~~~:...;~~~;~~____mm.n.m...m.........m/..:,.._..m/"~7n'T7n;.--n7........--.'..:;nm.m. $____..n__h____~m______n___unn. N 0...__________________...-_... By .-.:~.'~___..h__);...__m_;_~~_L.r'!..__{:C..l~~____~~_(.__~_.__<__~. - v NOTICE-Current must not be turned on until Certificate of Inspection bas been issued. It work 15 to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTIOi;'J "'1 , j , 'fl~"" _, ... ....-1"" ELECTRICAL PERMIT N? 15430 c ' Date called f~i:~:ction;..:____.;__~;:L.m;"}"'__ ':__n m.m mumnnm,..__________, mnmn n'n ..___'m__':.mnm/2m=./':..~.=....___, P I' I ' ti' d ' t ( "t' l ..r' re lID nary Ins pee on a e8_._::...........___ nn__:__n_.n_nnn ........n..__......n_._ n__n__nn _n n..n_ ............hh.h__nn______.n_._.............._................n.. c..r:J . ~t" . .J .....' . Inspectioncompleted...___________.____...~......_:_._______:~~:__.__.............______....___...___...___..........n........_____....______________.______._______.,....._.____....______.________.. Total Load __..____........___________..__.............____.._._......____n__.___._____ 1M 3.72 Olympic Printers, Inc.