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HomeMy WebLinkAbout117 E 12th St - BuildingPREPARED 3/29/10 9 01 33 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS January 27 2010 3 47 42 PM jlierly BL3 02 1/27/10 JLL BLDG FRAMING 1/27/10 AP January 26 2010 11 22 27 AM 1pangrle DAVE 461 6824 FRAMING (BREEZEWAY) January 27 2010 3 47 42 PM jlierly BL1 03 2/10/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/11/10 AP February 9 2010 3 42 10 PM 1pangrle DAVE 461 6824 FOOTING FRONT PORCH MORNING February 11 2010 10 36 28 AM jlierly BL3 03 3/05/10 JLL BLDG FRAMING TIME 02 30 3/05/10 AP March 5 2010 8 46 45 AM 1pangrle DAVE 461 6824 FRAMING PLEASE INSPECT BETWEEN 2 30 3 30 PM March 5 2010 4 06 59 PM jlierly porch only/jll BL99 01 3/29/10 BLDG FINAL TIME O1 00 March 29 2010 8 37 21 AM 1pangrle DAVE 461 6824 BLDG FINAL HANDRAIL IN THE GARAGE REQUESTED A 1 00 PM INSPECTION PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 3/29/10 / ,L /J MECHANICAL FINAL TIME O1 00 March 29 2010 8 38 24 AM 1pangrle DAVE 461 6824 MECHANICAL FINAL REQUESTED A 1 00 PM INSPECTION COMMENTS AND NOTES PAGE 5 DATE 3/29/10 PREPARED 3/05/10 8 57 32 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/05/10 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS January 27 2010 3 47 42 PM jlierly BL3 02 1/27/10 JLL BLDG FRAMING 1/27/10 AP January 26 2010 11 22 27 AM 1pangrle DAVE 461 6824 FRAMING (BREEZEWAY) January 27 2010 3 47 42 PM jlierly BL1 03 2/10/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/11/10 AP February 9 2010 3 42 10 PM 1pangrle DAVE 461 6824 FOOTING FRONT PORCH MORNING February 11 2010 10 36 28 AM jlierly BL3 03 3/05/10 L BLDG FRAMING TIME 02 30 March 5 2010 8 46 45 AM 1pangrle DAVE 461 6824 FRAMING PLEASE INSPECT BETWEEN -2 30 3 30 PM COMMENTS AND NOTES sot A PREPARED 2/10/10 8 03 10 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/10/10 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS January 27 2010 3 47 42 PM jlierly BL3 02 1/27/10 JLL BLDG FRAMING 1/27/10 AP January 26 2010 11 22 27 AM 1pangrle DAVE 461 6824 FRAMING (BREEZEWAY) January 27 2010 3 47 42 PM jlierly BL1 03 2/10/10 L BLDG FOUNDATION FOOTING TIME 09 00 February 9 2010 3 42 10 PM 1pangrle DAVE 461 6824 1p FOOTING FRONT PORCH MORNING COMMENTS AND NOTES PREPARED 1/27/10 8 44 37 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/27/10 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO 01 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 _ FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp jll BL1 01 11/17/09 JLL BLDG FOUNDATION FOOTING TIME 12 00 11/17/09 AP November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON November 17 2009 4 37 30 PM jlierly BLFW 01 11/19/09 JLL BLDG FOUND FTG/STEM WALL TIME 02 15 11/19/09 AP November 19 2009 8 44 12 AM 1pangrle DAVE 461 6824 FOUNDATION WALL PLEASE INSPECT AFTER 2 00 PM November 19 2009 2 24 48 PM jlierly BL9 01 12/18/09 JLL BLDG SHEARWALL TIME 09 00 12/23/09 AP December 17 2009 4 27 36 PM 1pangrle DAVID 461 6824 SHEARWALL PREFERS A MORNING INSPECTION SO THEY CAN COVER THE HOUSE AND PROTECT IT FROM RAIN December 23 2009 9 13 40 AM jlierly BL3 01 1/13/10 JLL BLDG FRAMING TIME 01 00 1/13/10 AP January 13 2010 8 35 34 AM 1pangrle DAVE 461 6824 FRAMING AFTERNOON January 13 2010 4 04 26 PM jlierly BL1 02 1/19/10 JLL BLDG FOUNDATION FOOTING 1/20/10 AP January 19 2010 1 33 23 PM 1pangrle DAVE 681 0236 FOOTINGS January 20 2010 9 24 23 AM jlierly BLHD 01 1/27/10J BLDG FRAMING HOLD DOWNS ii January 26 2010 11 21 46 AM 1pangrle DAVE 461 6824 HOLD DOWNS CONTINUED ONTO NEXT PAGE PREPARED 1/27/10 8 44 37 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/27/10 ADDRESS 117 E 12TH ST SUBDTV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 02 1/27/10 JLL BLDG FRAMING 44 January 26 2010 11 22 27 AM 1pangrle DAVE 461 6824 FRAMING (BREEZEWAY) COMMENTS AND NOTES PREPARED 1/19/10 8 48 53 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/19/10 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTTAI REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO O1 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp jll BL1 01 11/17/09 JLL BLDG FOUNDATION FOOTING TIME 12 00 11/17/09 AP November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON November 17 2009 4 37 30 PM jlierly BLFW O1 11/19/09 JLL BLDG FOUND FTG/STEM WALL TIME 02 15 11/19/09 AP November 19 2009 8 44 12 AM 1pangrle DAVE 461 6824 FOUNDATION WALL PLEASE INSPECT AFTER 2 00 PM November 19 2009 2 24 48 PM jlierly BL9 01 12/18/09 JLL BLDG SHEARWALL TIME 09 00 12/23/09 AP December 17 2009 4 27 36 PM 1pangrle DAVID 461 6824 SHEARWALL PREFERS A MORNING INSPECTION SO THEY CAN COVER THE HOUSE AND PROTECT IT FROM RAIN December 23 2009 9 13 40 AM jlierly BL3 01 1/13/10 JLL BLDG FRAMING TIME O1 00 1/13/10 AP January 13 2010 8 35 34 AM 1pangrle DAVE 461 6824 FRAMING AFTERNOON January 13 2010 4 04 26 PM jlierly BLDR O1 1/19/10 'LL BLDG DRYWALL IBWP D January 19 2010 8 46 00 AM 1pangrle �TD DAVE 68109236 SHEETROCK NAILING (IBWP�) COMMENTS AND NOTES PREPARED 1/19/10 13 34 42 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/19/10 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO 01 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp ill BL1 01 1/17/09 JLL BLDG FOUNDATION FOOTING TIME 12 00 11/17/09 AP November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON November 17 2009 4 37 30 PM jlierly BLFW 01 11/19/09 JLL BLDG FOUND FTG/STEM WALL TIME 02 15 11/19/09 AP November 19 2009 8 44 12 AM 1pangrle DAVE 461 6824 FOUNDATION WALL PLEASE INSPECT AFTER 2 00 PM November 19 2009 2 24 48 PM jlierly BL9 01 12/18/09 JLL BLDG SHEARWALL TIME 09 00 12/23/09 AP December 17 2009 4 27 36 PM 1pangrle DAVID 461 6824 SHEARWALL PREFERS A MORNING INSPECTION SO THEY CAN COVER THE HOUSE AND PROTECT IT FROM RAIN December 23 2009 9 13 40 AM jlierly BL3 01 1/13/10 JLL BLDG FRAMING TIME 01 00 1/13/10 AP January 13 2010 8 35 34 AM 1pangrle DAVE 461 6824 FRAMING AFTERNOON January 13 2010 4 04 26 PM jlierly BL1 02 1/19/10 JLL //''�� BLDG FOUNDATION FOOTING It January 19 2010 1 33 23 PM 1pangrle DAVE 681 0236 FOOTINGS COMMENTS AND NOTES PREPARED 1/13/10 8 48 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/13/10 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO O1 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp jll BL1 01 11/17/09 JLL BLDG FOUNDATION FOOTING TIME 12 00 11/17/09 AP November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON November 17 2009 4 37 30 PM jlierly BLFW O1 11/19/09 JLL BLDG FOUND FTG/STEM WALL TIME 02 15 11/19/09 AP November 19 2009 8 44 12 AM 1pangrle DAVE 46 6824 FOUNDATION WALL PLEASE INSPECT AFTER 2 00 PM November 19 2009 2 24 48 PM jlierly BL9 01 12/18/09 JLL BLDG SHEARWALL TIME 09 00 12/23/09 AP December 17 2009 4 27 36 PM 1pangrle DAVID 461 6824 SHEARWALL PREFERS A MORNING INSPECTION SO THEY CAN COVER THE HOUSE AND PROTECT IT FROM RAIN December 23 2009 9 13 40 AM jlierly BL3 01 1/13/10 LL BLDG FRAMING TIME O1 00 l January 13 2010 8 35 34 AM 1pangrle DAVE 461 6824 FRAMING AFTERNOON COMMENTS AND NOTES ELECTRICAL PERMIT Sir CITY OF PORT ANGELES -00 360-417-4735 Application -Number 09 00001-355 Date 12/28/09 Application pin number 512555 Property Address 117 E 12TH ST ASSESSOR PARCEL NUMBER 06 30 00 0-3 4384. 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use RESDNTL SINGLE FAMILYProperty Zoning RS7 Application valuation .0 Application desc Detached garage with feeder and 6 circuits Owner Contractor LEA ROBERT W J P E (-JERRY-PETERSON 117 E 12TH ST 73 EAST LOMA VISTA RD PORT ANGELES WA 983627811 SEQUIM WA 98382 (360) 731 8994 Permit ELECTRICAL ALTER RESIDENTIAL Additional.desc Permit pin number 158808 Permit -Fee 105 75 Plan Check -Fee 00 Issue Date 12/28/09 Valuation Expiration Date' 6t26110 Qty Unit Charge Per Extension 6 00 2 0000 ECH EL BRANCH CIRCUIT W/FEEDER 1.2'00 1 00 93 7500 ECH. -EL-0 200 SRV FEEDER 93 75 Fee summary Charged Paid Credited Due Permit Fee Total 105 75 105 75 00 00 Plan Check Total 00 —00----- 00 00 Grand-Totil 10,5 75 105 75- 00 00 INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH ------ SERVICE ROUGH IN FINAL COMMENTS Si -nature of owner -or- Electrical Contractor XDate City of Port Angeles Permit Application Building Division/Electrical inspections 321 East Fifth Street — P.O. Box 1150 ,Port Angeles Washington, 98362 Ph. (360) 417-47:5 Fax: (360) 417-4711 Date. 12 -21-6;19 VCEWE�,' Oa PC}R7 7t1r a DEC(�34 M� 31- &17 - ELECTRICAL INSPECTIONS X 1 & 2 S.ngle Family Dwelling __,_ Multi -Family or Commercial* — Commercial Addition / Alteration / Remodel / Repair* * Plan Review May Be Required, Please Complete Electrical Pian Review Information Sheet Job Address: // "7 C 12 Building Square Footage, -74/9 Description of above Owner Informs 'on Name. 406 1,45k Mailing Address: // J5. City- ,(v s State Phone: Fax: License # / Exp Unit Charoe $ 93.75 $113.75 $160.00 $205.00 $291.25 $ 2.00 $ 57.50 $ 2.00 $ 72.50 $ 86.25 $116.25 $131.25 $ 75.00 $ 69.00 $ 75.00 $ 50.00 $ 50.00 $ 93.75 $ 80.00 $ 86.25. $ 27.50 $ 57.50 $ 86.25 $ 43,75 6 m Contractor Inform tion Name._ 42/4 J Mailing rAddress, '7r3 ty'f Zip 960362. City c}P9s. a State ,r.J Zip- 1JSXZ Phone. ,AkO W' Fax: License # / Exp riz fioiz) ZTF 'k**4- 9tz oe ( 4/3/zoi() Total jQ Multiplied by Unit Charoe) $ 473j4-Service/Feeder 200 Amp. $ Service/Feeder 201-400 Amp. $ Service/Feeder 401-600 Amp $ Service/Feeder 601 1000 Amp. $ Service/Feeder over 1000 Amp $ /Z Branch Circuit W/ Service Feeder $ Branch Circuit W/O Service Feeder $ Each Additional Branch Circuit $ Temp. Service/ Feeder 200 Amp. $ Temp. Service/Feeder 201-400 Amp. $ Temp. Service/Feeder 401-600 Amp, $Temp. ,_ Service/Feeder 601 1000 Amp. $'w Portal to Portal Hourly $ SignlOutline Lighting 1 $ Signal Circuit/ Limited Energy Commercial $ Signal Circuit/ Limited Energy 1 & 2 Family Dwelling $ Signal Circuit/ Limited Energy Multi -Family Dwelling $ Manufactured Home Connection $ Renewable Electrical Energy 5KVA System or Less $ ( First 1300 Square Ft. $ Each Additional 500 Square Ft. or Portion of $ Each Outbuilding or Detached Garage $ Each Swimming Pool or Hot Tub $ Thermostat $ Total 144�e; ,.s Owner as defined by RC W 19.28.261 (1) Owner will occupy the struck re for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, l hereby cert;fy that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws N.E,C RCW Chapter 19 28, WAC Chapter 296-468, The City of Port Angeles Mu:iicipai Ccee. and Utility Specifications. C) t V S Mature of c+vner electrical contractor or eicc-ti, al administrator ❑ Cash 4" PREPARED 12/18/09 8 16 18 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/18/09 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO O1 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp jll BL1 01 11/17/09 JLL BLDG FOUNDATION FOOTING TIME 12 00 11/17/09 AP November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON November 17 2009 4 37 30 PM jlierly BLFW O1 11/19/09 JLL BLDG FOUND FTG/STEM WALL TIME 02 15 11/19/09 AP November 19 2009 8 44 12 AM 1pangrle DAVE 461 6824 FOUNDATION WALL PLEASE INSPECT AFTER 2 00 PM November 19 2009 2 24 48 PM jlierly BL9 01 12/18/09 L BLDG SHEARWALL TIME 09 00 v December 17 2009 4 27 36 PM 1pangrle DAVID 461 6824 SHEARWALL PREFERS A MORNING INSPECTION SO THEY CAN COVER THE HOUSE AND PROTECT IT FROM RAIN COMMENTS AND NOTES Ii ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 09 00001217 Date 11/23/09 Application pin number 046204 Property Address 117 E 12TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 4384 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 100 amp sub panel in garage Owner LEA ROBERT W 117 E 12TH ST PORT ANGELES WA 983627811 Contractor OWNER Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 157008 Permit Fee 93 75 Plan Check Fee Issue Date 11/23/09 Valuation Expiration Date 5/22/10 Qty Unit Charge Per 1 00 93 7500 ECH EL 0 200 SRV FEEDER Fee summary Charged Paid Credited Permit Fee Total 93 75 93 75 00 Plan Check Total 00 00 00 Grand Total 93 75 93 75 00 INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL DATE COMMENTS r,A9Cca- llz�p Si`nature of owner or Electrical Contractor X 00 0 Extension 93 75 Due 00 00 00 RESULTS Date INSPECTOR. City of Port Angeles Permit Application K"ECEIVED Building DivisionlElectrical Inspections ��`` �� 321 East Fifth Street — P.O. Box 1150 N . �. Port Angeles Washington, 98362 jL Ph. (3$0) 417-4735 Fax: (360) 417-4711 EI fCTRII"pl Date. INSPECTIONS _ 1 & 2 Single Family Dwelling _ Multi -Family or Commercial* 9 — Commercial Addition / Alteration / Remodel / Repair* l * Pian Review May Be Required, Please Complete Electrical Pian Review information Sheet Job Address: //-% F_ . /;-s- Building Square Footage- - Description of above [ �,nr�-rduL�c ,. .� h / e- CP_14,�,1�.,.. ��as' Owner Information/ Name:r��t b�-�, d� Contractor Information Name - Mailing Add ess: f 1 "� 1 "z - 1 � Mailing Address. City- Cit.: State.( -,Zip `r'lT G z City' State Zip: Phone:-2,Iwo Fax: Phone- Fax: License # / Exp . License # / Exp Unit Charae Qty Total (Qtv Multiplied by Unit Charge) $ 93.75 / S Service/Feeder 200 Amp. $113.75 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp. $205.00 $ Service/Feeder 601 1000 Amp. $291.25 $ ServicelFeeder over 1000 Amp $ 2.00 S Branch Circuit W/ Service Feeder $ 57.50 $ Branch Circuit W/O Service Feeder $ 2.00 $ Each Additional Branch Circuit $ 72.50 $ Temp. Service/ Feeder 200 Amp. $ 86.25 $ Temp. Service/Feeder 201-400 Amp, $116.25 $ Temp, Service/Feeder 401-600 Amp. $131.25 $ Temp. Service/Feeder 601 1000 Amp $ 75.00 $ Portal to Portal Hourly $ 69.00 $ SignlOutline Lighting $ 75,00 $ Signal Circuit/ Limited Energy Commercial $ 50.00 $ Signal Circuit/ Limited Energy 1 & 2 Family Dwelling $ 50.00 $ Signal Circuit/ Limited Energy Multi -Family Dwelling $ 93.75 $ Manufactured Home Connection $ 80.00 $ Renewable Electrical Energy 5KVA System or Less $ 86.25 $ First 1300 Square Ft. $ 27.50 $ Each Additional 500 Square Ft. or Portion of $ 57.50 $ Each Outbuilding or Detached Garage $ 86.25 $ Each Swimming Pool or Hot Tub $ 43.75 $ Thermostat $ Total Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized (2) Owner is equired to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N,E,C. RCW Chapter 19.28, WAC, Chapter 296.4613, The C-ty of Port Angeles Municipal Code, and Utility Specifications. Signature of ownei u ectrical contractor or electrical administrate ❑ Cash mate t�- c� ❑ Cren ar 0 PREPARED 11/19/09 8 47 09 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/19/09 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO 01 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp jll BL1 01 11/17/09 JLL BLDG FOUNDATION FOOTING TIME 12 00 11/17/09 AP November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON November 17 2009 4 37 30 PM jlierly BLFW O1 11/19/09 L BLDG FOUND FTG/STEM WALL TIME 02 15 November 19 2009 8 44 12 AM 1pangrle DAVE 461 6824 FOUNDATION WALL PLEASE INSPECT AFTER 2 00 PM COMMENTS AND NOTES PREPARED 11/17/09 8 23 36 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/17/09 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO O1 11/13/09 JLL BLDG FOUNDATION TIME 10 30 11/13/09 DA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH November 13 2009 3 40 37 PM jlierly no footing contact builder he said he would be ready by tuesday and would call in another insp jll BL1 01 11/17/09 J BLDG FOUNDATION FOOTING TIME 12 00 <� November 16 2009 3 09 10 PM 1pangrle DAVE 461 6824 FOOTING HE PREFERS A NOON INSPECTION 10 00 AM IS THE EARLIEST HE WOULD BE READY HE WANTS TO POUR IN THE AFTERNOON COMMENTS AND NOTES (J�J' " lvp � PREPARED 11/13/09 9 25 31 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/13/09 ADDRESS 117 E 12TH ST SUBDIV TENANT NBR ROBERT W LEA CONTRACTOR DAVID J SOTEROS CONSTRUCTION PHONE (360) 461 6824 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00001018 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFO 01 11/13/09 L— L BLDG FOUNDATION TIME 10 30 iti� -��-IEA November 12 2009 3 57 29 PM 1pangrle DAVID 461 6824 FOUNDATION HE REQUESTED A 10 30 AM INSPECTION THE PERMIT IS ON THE BACK PORCH COMMENTS AND NOTES L,F� J �- CITY OF PORT ANGELES ��`�� DEPARTMENT OF COMMUNITY R. ECONOMIC DEVELOPMENT BUILDING DIVISION W 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00001021 Date 10/29/09 Application pin number 052176 Property Address 117 E 12TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 4384 0000 Tenant nbr name ROBERT W LEA Application type description DEMOLITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Permit Fee Total DEMOLISH THE GARAGE 00 Owner Contractor ROBERT W LEA DAVID J SOTEROS CONSTRUCTION 117 E 12TH ST 43 SOFIE RD PORT ANGELES WA 983627811 SEQUIM WA 98382 (360) 457 6355 (360) 461 6824 Structure Information 000 000 DEMOLISH THE GARAGE Permit DEMOLITION Additional desc DEMOLISH THE GARAGE Permit pin number 154575 Permit Fee 50 00 Plan Check Fee 00 Issue Date 10/29/09 Valuation 0 Expiration Date 4/27/10 Qty Unit Charge Per Extension BASE FEE 50 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments October 21 2009 3 44 39 PM sroberds The proposal will result in demolition of an existing garage in the RS 7 zone MAINTAIN CLEARANCES FROM SERVICE WIRES Any modifications to the City s electrical facilities will be at customer s expense F4aj OI Publiclic works Works Utility Engineering has no requirements for I this plan review Other Fees STATE SURCHARGE 4 50 ' Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 V Other Fee Total 4 50 4 50 00 00 Grand Total 54 50 54 50 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 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 performance of construction. Date Print Name Signature of C racto or Authorized Agent Signature of Owner (if owner is builder) T:FormsBuilding Division/Building Permit WE BUILDING PERMIT INSPECTION RECORD 0 — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — �j 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date I Accepted By I Comments FOUNDATION. Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor / Slab Rough -In I Water Line (Meter to Bldg) Gas Line Back Flow / Water I FINAL Date Accepted by AIR SEAL. Walls Ceiling FRAMING "J Joists / Girders / Under Floor I Shear Wall / Hold Downs Walls / Roof / Ceiling I Drywall (Interior Braced Panel Only) I T -Bar I INSULATION Slab Wall /Floor /Ceiling I MECHANICAL. Heat Pump / Furnace / FAU / Ducts Rough -In I Gas Line Wood Stove /Pellet /Chimney I Commercial Hood / Ducts I FINAL Date Accepted by MANUFACTURED HOMES Footing / Slab I Blocking & Hold Downs I I I Skirting PLANNING DEPT Separate Permit #s SEPA. Parking / Lighting ESA. Landscaping I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 i $" © 9 _'TLL" T Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation 09 00001018 Date 10/29/09 368410 117 E 12TH ST 06 30 00 0 3 4384 0000 ROBERT W LEA RES DETACHED GARAGE RS7 RESDNTL SINGLE FAMILY 52240 Application desc 768 SF DET GARAGE & 568 SF 2ND STORY HOBBY ROOM Owner Contractor ROBERT W LEA DAVID J SOTEROS CONSTRUCTION 117 E 12TH ST 43 SOFIE RD PORT ANGELES WA 983627811 SEQUIM WA 98382 (360) 457 6355 (360) 461 6824 Structure Information 000 000 768 SF DET GRG & 568 SF 2ND STORY HOBBY Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 2 STORY DET GARAGE Permit pin number 154526 Permit Fee 691 25 Plan Check Fee 449 31 Issue Date 10/29/09 Valuation 52240 Expiration Date 4/27/10 Qty Unit Charge Per Extension BASE FEE 670 25 3 00 7 0000 THOU BL 50 001 100K (7 00 PER K) 21 00 Permit MECHANICAL PERMIT Additional desc TWO WALL HEATERS Permit pin number 154567 Permit Fee 79 60 Plan Check Fee 00 Issue Date 10/29/09 Valuation 0 Expiration Date 4/27/10 Qty Unit Charge Per Extension �� —2 _ BASE FEE 50 00 1 /O 2 00 14 8000 EA ME HEATER(SUSP/WALL/FLOOR MTD) 29 60 Special Notes and Comments The Fire Department has reviewed the project application and has no comments October 21 2009 4 17 46 PM sroberds The proposal will result in construction of a 768 sq ft detached garage with a second floor hobby/storage room above the garage A limitation of use is required to ensure no residential occupancy of the hobby/storge room in the RS 7 zone 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 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 performance of construction. n. Date Print Name Signature of Conor or Authorized Agent Signature of Owner (if owner is builder) T:FormsBuilding Division/Building Permit 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type 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 PLANNING DEPT Separate Permit #s Parking / Lighting 1 Landscaping Date I Accepted By I (FINAL Date 1 1 1 1 I 1 FINAL Date I 1 SEPA. ESA. SHORELINE. Comments Accepted by Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date I Accepted By Electrical 417-4735 Construction R.W PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit Im CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 2 Application Number 09 00001018 Date 10/29/09 Application pin number 368410 Special Notes and Comments October 28 2009 9 06 07 AM Bob Larson 360 417 4706 Maintain minimum 5 feet horizontal clearance between the existing overhead supply power line serving house and west side of new garage MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 770 85 770 85 00 00 Plan Check Total 449 31 449 31 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1224 66 1224 66 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 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 performance of construction. Date Print Name T:FormsBuilding Division/Building Permit 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type I Date FOUNDATION - Footings Stemwall i 1 — 9— Uq 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) I 1-19-10 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 PLANNING DEPT Separate Permit #s Parking / Lighting Landscaping Accepted By I Comments �t3reez -�,ofih (-19-Io Ti L_ �� L. ij:-�'�' ROW -K Fw vty 2� 10 - IU 3-L- L- I FINAL Date Accepted by 18irwe7zWaLy fMwi n� t -27 -ICS Tc.L I -rLt— i `-lot) ddoo-mv 11-27-1-3 �-, i Pore t'VAYYti h 3 - 5-10.1 LL. FINAL Date 3-2q— to Accepted by �L� SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY) USE Inspection Type I Date Accepted By Electrical 417-4735 Construction R.W PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 G� Building 417-4815 3 2-q-- T.Forms/Building Division/Building Permit N N 2 (10/23/2009) Linda Pangrle Permit 109.1018 117 E 12th St From Robert Larson TO, Linda Pangrle Date: 10/23/2009 9 34 AM Subject: Permit 09-1018 117 E 12th St CC: Terry Dahlquist Linda, I cannot approve the permit application for the new two story garage at 117 E 12th Street. The existing overhead supply power line serving the house will be around 18 -inches out from the eve, we need 5 feet. I have a call into David Soteros, the contractor/ permit applicant to discuss options. Bob Larson Electrical Engineering Specialist II City of Port Angeles P/W & Utilities 360-417-4706 rlarson@cityofpa.us .Page 1 G*ski,; ?OR T4.A.�`�� BUILDING_ PERMIT APPLICATION Print in,ink CITY OF PORT ANGELES P For City Use Only- Attn Building Permit Technician Date Received _ 5– 05 321 E. Fifth St. Port Angeles WA. 98362��� ermit # (360) 417-4815 fax (360) 417-4711 Y' C --o- ate Approved Applicant i7,vU//� J� Sol-i!:2c,S L- c� S� ho Property Owner i�b/s' f /, 1z,,,� �e� P e'j Property Owner's Address %j] , 12 7" ST Contractor .¢-� Phone Contractor's Address Jj�,�,, ] 7 5'0;X- ys j License # >0A,/,1 Z;,, Tss �;Z z-�� 9 Expires ,5,;;/ holo E-mail PROJECT ADDRESS Parcel Number 117 �' 12 7� Proiect Tvpe & Brief Description. Residential Check all that apply ❑ New Construction 1W4 57zo 11715 �o S ❑ Addition Lot Zoning ❑ Multi -family ❑ Commercial ❑ Industrial ❑ Remodel rn 25- .Y' r Gc><molel ❑ Repair iii u)v 1%"I w1 %fl I �Uc,�etL_ IV 42 AWAZ — XDemolition �f//5r� ivy/�'��,,,ov/ ❑ Re -roof ❑ House garage other ❑ tear off & re -roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Basement 1St Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Existing (sa. ft.) Proposed (sq. ft.) @ $ per sq ft = $ TOTAL VALUATION $ Total footprint of structures sq ft. T Lot size sq ft. = Lot coverage % Site Coverage = the amount of impervious surface on a parcel including structures paved driveways sidewalks, patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group # of bedrooms. Will a lawn sprinkler system be installed? Occupant load # of full baths Will a fire sprinkler system be installed? Construction type # of half baths /have read and completed this application and know it to be true and correct /am authorized. to apply for this permit and understand that it is my res onsibility to determine chat permits are required, and to obtair permits prior to w rking on p c jam% SnTP�lxS Signature Date %D/�S�G' Print Name!} vi.o cT g T Forms/Building Divis.or/Bldg Permit doc 13 OF pORTgN� PORT ANGELES LANDFILL \ \ 0 \' WASTE DISPOSAL APPLICATION �� KS ANS P To City of Port Angeles City Engineer Phone (360) 417-4803 ( 321 E Fifth Street FAX. (360) 417-4709 P O Box 1150 Port Angeles Washington 98362 Zcs� Ger v\ NOTE All questions must be answered for waste to be approved i 1 Generator Information Company Name D,4al D Mailing Address. </J 6-oll'o ' 1� Grl-110 1Y.31a Contact: 7ff d 1,D -<o7A'���° Phone�yy�� Project Name �O 6,9 7" Cs ep�t Project Location // � C �A 2. Other Contacts (if applicable) Consulting Firm Contact: Phone Contractor Name Contact: Phone Laboratory - Contact. Phone f_i y nf Port Angeles Landfill Wa c Application P- ,fie 1 u 3 Source of Waste Check the appropriate box below and briefly describe the project, process and/or cleanup that will or has produced the waste requiring disposal Include the gasoline service station number (if applicable) CERCLA/MTCA Remediation Agency Contact: Independent Remedial Action UST Removal Unused Chemical Product Spill Other Source c ►S NO ®v -A16 Bye 9 f! Cil l �o q .L"d R1 iL� O t2 ISS ?,,,voS 4 Waste Material Composition (check all that apply and include percent of total) Soil % Foundry Slag % Concrete/Asphalt / % Dredge Sediments % Preserved Wood % Debris % Coal Ash % Other (list) Wood Ash % Lt/M gam,, NOTE Total must equal 100% 5 Waste Material Contaminants (check all that apply) Gasoline Metals _ -SUlvents__.__.__ Unused Motor Oil Used Motor Oil/Waste Oil Other Other Petroleum Product Unknown NOTE Supply any MSDS information with application if available Diesel :-PCBs City of Port Angeles Landfill Waste Disposal Application Page 2 of 5 6 Estimated Quantity of Waste for Disposal Cubic yards / TJ .3/ Tons (estimate both) Drums / Tons (estimate both) Other NOTE Estimated quantity for disposal must be within 20% of the. quantity actually disposed (10% for projects over 7 500 tons or 5 000 cubic yards) 7 Frequency of Disposal One time Monthly Annual Other 8 Waste Sampling Proper characterization of the waste for disposal requires the collection of representative samples The methods and equipment necessary for obtaining representative samples of a waste and the frequency of sampling will vary with the type and form of the waste Check the appropriate box and briefly describe how and where the waste was sampled Include site maps with sampling locations if possible Number of COMPOSITE samples D & number of discrete samples per composite Number of DISCRETE samples NOTE 1 Unless prior approval has been granted by Port Angeles the following sampling -frequency will--be-used 0-25 cubic yards = 1 composite .sample 25-100 cubic yards = 3 composite samples 101 -500 cubic yards = 5 composite samples 501 -1000 cubic yards = 7 composite samples 1001 -2000 cubic yards = 10 composite samples >2000 cubic yards = 10 plus one sample for each additional 500 cubic yards NOTE 2 One composite sample shall contain a minimum of three/maximum of five discrete samples City of Port Angeles Landfill Waste Disposal Application Page 3 of 5 9 Waste Analysis v The Dangerous Waste Regulations (WAC 173-303) shall be utilized to determine the appropriate analytical requirements for waste characterization Ecology Publication #91-30 (Revised April 1994) Guidance for Remediation of Petroleum Contaminated Soils shall also be used to characterize petroleum contaminated soils from UST releases Submit all laboratory analytical results QA/QC data and Chain of Custody sheets along with this application (NOTE The laboratory must be accredited by the Washington State Department of. Ecology ) a) List all analytical test methods used I �) /)IA b) Provide a narrative as to why the above analytical methods were selected' NOTE Additional sheets attached YES NO 10 Soil Classification (**FOR PETROLEUM CONTAMINATED SOILS ONLY**) Based on the analytical data and Ecology Publication #91-30 the soil classification is (check one) 4 % Class 1 Class 2 / Class 3 Class 4 Calculated Hazard Index. - - 11- - -Dangerous Waste --Affidavit: Based on a review of the analytical test results sitehistory and the applicable regulations this waste is classified as (check one) Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste -(DW) and Waste Code Extremely Hazardous Waste (EHW) and Waste Code City of Port Angeles Landfill Waste Disposal Applicatio; -Page 4 of 5 112 Special Notes for Asbestos Disposal All asbestos containing materials (with the exception of roofing material in good condition that is not peeling cracking or crumbling with petroleum based binder that still exhibits plasticity to prevent the release of asbestos fibers) must: be tightly wrapped or bagged in 6 mil plastic with no excess air in the packaging not exceed 50 pounds per bundle be labeled as asbestos with required information regarding its origin be transported with a manifest in the vehicle arrive at the transfer station only by appointment with Brian Tate of Waste Connections so that the material can be deposited in a lock box (his cell number is 360-912 7080) 1 Certification , /I We THE UNDERSIGNED certify that this application is true to the best of our knowledge All information provided is correct and the enclosed analytical results represent the proposed waste material to the best of our abilities Waste Generator Signature Printed Name DA) I D 3, /'o A, Company Date City of Port Angeles Approval City Engineer Date Approval Expiration Date J.\PWKS\ENGINEER\Waste Disposal ApplicationsMaste disposal application- 2008 version.wpd City of Port Angeles Landfill Waste Disposal Application Page 5 of 5 Figure C.3 Problem- Cmmvor contacts City of Port Angeles or CCEHD* requesting to dispaso of problem wastes at the PALF• City sends an approval letter to the generator. Upon receipt of the wwu at the landfill, tate gave attendant verifies that the quantity received is within 20% of the quantity reported, in the WDA (within I D% for >7500 tons or 5000 cy ). rite Disosa I2 Acceptance Process CCEIM or City of Port Angeles �._..�► forwards the generator a copy of the PALF WDA' (Auadwwrrt A to Waste Acceptance Policy) I 3 Is the waste a petroleum contaminated soil? / 0 COM it�-- and submits to City the WDA including laboratory analytical results and quality control information. City of.. Port Angeles Engineer, or designated representative Signs WDA and forwards a copy to CCEHD for their review and authorization. City of Port Angeles, City --� Engineer or designated mpr+esentative reviews WDA for completeness and accuracy City of Port Angeles Approves Yes Disposal? i I No I No Written or verbal authorization of Idisposal received licit► Ye§ CCEHD ? / *CCEHD- Clallaam Counth Favi i'H aith Division i City notifies mor in writing of mum for disapproval and forwards copy to CCEHD. Generator may No resubmit WDA after addressing City S and or CCEHD concan. PALF• Port Angeles Landfill WDA. Waste Disposal Application BUILDING PERI O'�" APPLICATIONPrint In Ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98 (360) 417-4815 fax (360) 417-471 Applicant b A v l b S 5 6r-e't.0S Property Owner 7 c,.A.j_. Property Owner's Address //7 E, Contractor Z)Af/j D _T S07"-eltoS Contractor's Address ,13 SOtiv License # 04 1//p -7-5 9:21-/ PROJECT ADDRESS Parcel Number CON 5f: ���, �"N� /� A wo C0105T 'e 'we" W 6- q Expires ,S✓�9%oiv /17 c 1271, ST R A- W lq For City Use Only Date Received /p � -�09 Permit # / Date ApprovedlMe,3tr ,Pho)e\ (0J/- 033b Phone �7 - 6.�� "J'm crl� Phone (,/Y/- ??3n, Y/- t ?'3n, E-mail Lot Zoning P6 �] Proiect Tvpe & Brief Description. e1lesidential ❑ Multi -family 1 ❑ Commercial. Q ❑ Industrial Check all that apply � 0bby AoorYl� 4Yec.oi�tY1�!" Aew Construction ;Iq,r3z gRa�e a•s �� .�eq� �t/��2 Sra S nin� a'F)l ❑ Addition _ Rp sF ' (��ZeW1_W �'//JJ ` / ,/, _115 jin - FW. 1k'- ra-P�emodet IC' T �c/a S:np�a �� c�/JE� QAl Ileasr . � v. �+Z P ❑ Repair S cot' A 546l, (4 ❑ Re -root ❑ Heat System ❑ Other Floor Areas Basement 1 st Floor 2nd Floor 3rd Floor s l�qq arae ;t—i Carport Covered Porch Deck Shed Qi 1 la j+S `t z ex i s,11-+ n_ arc, P o tear uri & re -roof ❑ iay overone'layer ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other Existinct s . ft. Proposed (sq. ft.) @ $ per sq ft. _ $ *625 �'�`�" "71e��5 3(0 q(n _ _- Pore► rernc�i3 _ _ Sirain� )0.000 Other -A /`f0 j �7r _�.� i (00__ 13624-'9 � 'ZEA r lase?-.2�}13�, Gr X 3�' ( a;a nrrwi�L TOTAL VALUATION $ '� bu�`'rs atF0.[h�el �a the ara3 Total footprint of structures 406 .�q ft. T Lot size �d9Z ski n. = Lot coverAe . 6 ' % Site Coverage= the amount of impervious surface on a parcel including structures paved driveways sidewalks patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage Z S % a6 � T3-:- llig5t ff- + 7,406 = 2.550 : 50g2 Max. height of proposed structures � Z ft. Occupancy group p # of bedrooms Q Will a lawn sprinkler system be installed? /uo Occupant load 0 # of full baths Will a fire sprinkler system be installed? A)0 Construction type SLTG c iA # of half baths I hare. read and completed this application and know it to be true and correct. I am authorized to apply forthis permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working pr jects. Date 9/3010q Print Name N011) SOT-e"S Signature b(�-(lZi T Forms/Building Division/Bldg Permit.doc El NOTES Permit # 09- 1 O I S Low S 0eq &,.,atot /9j, a-4.- 6, AgeV i e s X-( 61 T Forms/Building Division/Notes Af Pot -6A,15 - - - reyyxcae,\ 40 R SpSpSp 1 ` �- T77 - � � m ew g4 - -� -= �o 6 9og2. kegs 13Q- 4 13 25 131 10 �.po)c 2009-1244501 Page 1 of 1 Notice Robert Lea Clallam County Washington 10/26/2009 08 31 46 RM 1111 WP,6ITAGAU144 WJ N'Rt' NIV-14iti *,W11 AFTJER RECORDING RET [TRN TO. .r DOCUMENT GRANTOR. GRANTEE ADDRESS ASSESSOR S PARCEL NO LIMITATION ON USE Bob and Carole Lea City of Port Angeles 1 l 7 E 12`h Street 0630 0003 4384 0000 The undersigned, being the Owner and entitled to possession of the described real property hereby acknowledges, states, and declares that use of the property is subject to restriction and limitation The limitation is more particularly described as follows Owners were granted building permit No. 09-1018 to construct a detached garage (accessory structure) with a second floor hobby/storage area. The second floor area may not be used for residential occupancy as it is not built to residential setbacks. The Owner understands and declares that the use of the garage structure is subject to limitation as an accessory use and understand, intend, agree, and acknowledge that residential occupancy of the accessory structure (garage) is not permitted The structure does not meet criteria for residential occupancy This limitation is an encumbrance on and runs with the described real property described as follows Prouerty address 117 E 12`h Street Dated this 96*day of __0 C+b l' - OWNER. tp Printed Name STATE OF WASHINGTON) ) ss. County of Clallam ) Assessor's Parcel No. 0630 0003 4384 0000 2009 t ,( OWNER. Printed Name On thaCp day of ��e�- 2009 before me, the and signed, a Nota Public in and for the State of Was h� on, duly commissioned and sworn, personally appeare� r� ! r� to me known to Wy free inH>✓ , jl who executed the foregoing instrument, and acknowledged the said instrument to be � d deed for the uses and purposes therein menti ned Co EXP zz- p? C _ Notary Public in and Vfor the S of Washington A i° ?q.pO12 EE = residing at Port Angeles i 4 GeI� Y,e�@ `�Sioi cxpire,5-4 O7 j -/,�—, �+ N ,iii{{ A R C H I C T .S 319 s. peabody, suite b; port angeles, wa 98362 360.452.6116 / fax 360.452.7064 Proiect: Subject: 16 L. - Date. 49ri7' 111?1064� Proiect No By Sheet of �j Pt rr ( A VAm je;lv G LC� v)--) tt rA' �- J P -N RECEIVED OCT 2 2 2009 3or �.E1 @61�6W1� �n011�ftTDIPiI \ r r ca—,—�Zvt N rL L -5- -, LIND13ER ITH_ A R C H I C T S 319 S. Peabody Suite B. PortAngeles, WA 98362 360 452.6116 / fax 360 452.7064 contact(alindarch.com / www.lindarch.com L Project: 'wA e5a-P%e-.PG 67, Project No Subject: L PL. By- e-vl� Date- Z�. :; Sheet i of SHEAR WALL SUMMARY W L H V V/L SW VH- WL/2 POST iiA r-� i'v � P� I y4- I q' 1;-14*1 ? I I/ALLOFIT/FIRMINFO/FORMS/SBEARWAL HOLD DOWN - � 1 Z•, 1 ���� )2s� I� 1 - I i �5 I I I -7 I I )0.4 I I I - I I I I I I I - �I 1 a I 1.44351 A44 1 1 �-��� 1 3 ►► i 124 I 15)113 1;2 1(, I I z 2� 15/ ,:�5 1 1 1p W IV I -- I/ALLOFIT/FIRMINFO/FORMS/SBEARWAL HOLD DOWN A. PLYWOOD OR O.S.B. SHEAR WALLS MAXIMUM SHEAR = 250 P LY USE %' SHEATING —ONE SIDE OF WALL. NAIL ALL. EDGES WITH 8d NAILS AT 6" OC FOR FRAMING USE DF NO.2. PROVIDE %' DIAMETER ANCHOR BOLTS AT 32' 0 C MAXIMUM SPACING AT THE FOUNDATION FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR = 315 P LY USE W SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" OC. FOR FRAMING USE DF NO.2. PROVIDE %' DIAMETER ANCHOR BOLTS AT 32" O C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH 'END OF THE WALL, SEE FRAMING/SH EAR' WALL PLANS MAXIMUM SHEAR = 375 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4' OC. FOR FRAMING, USE 3X DF NO.2. PROVIDE l' DIAMETER ANCHOR BOLTS AT 24' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEEFRAMING/SHEAR WALL PLANS MAXIMUM SHEAR = 490 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3' O�C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH.BOTH PLATES WITH ANCHOR BOLTS PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 5. MAXIMUM SHEAR = 560 P.L.F USE %" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" OC FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 518" DIAMETER ANCHOR BOLTS AT 24 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR. WALL PLANS: 6. MAXIMUM SHEAR = 685 P LY USE %" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 21/2 -OC STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 7 MAXIMUM SHEAR = 770 P L.F USE %" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2' 0 C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH.ANCHOR BOLTS. PROVIDE 5/8' DIAMETER ANCHOR BOLTS AT 18' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 8. MAXIMUM SHEAR = 870 P.L.F USE Y:z' SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3112"OC FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 34 DIAMETER ANCHOR BOLTS AT 20' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9 MAXIMUM. SHEAR = 980 P.L.F USE %' SHEATING — BOTH SIDE OF WALL. NAIL ALL EDGES, 'WITH 8d NAILS AT 31 0 C FOR FRAMING, USE 3.X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATESWITH ANCHOR BOLTS. PROVIDE. 3/4' DIAMETER ANCHOR BOLTS AT 18' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10 MAXIMUM SHEAR = 1,200 P.L.F USE Y2' SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O C STAGGERED FOR FRAMING, USE, 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 14' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMWG/SHEARWALL PLANS. 11 MAXIMUM SHEAR =1,540 P LY USE 1" SHEATING— BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"OCSTAGGERED FOR -FRAMING, .USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR. ' BOLTS AT 11 0 C. MAXIMUM SPACING AT THE' FOUNDATION. FOR TIE -DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 12. MAXIMUM SHEAR = 1740 P L.F ,USE 5/8" SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2'OC.STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 9".0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR -TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS F -L OOR FRA INS FLAN WALL 'C' _ SHEAR WALL NUMBER 4 WALL 'B' SHEAR WALL NUMBER 3 WALL 'A' NO SHEAR WALL MQUIRED J %94 WALE: 1/4" = 1'-0 " PLYWOOD OR O.S.B. SHEAR LUALLS S� L M okXIMIJM SHEAR 260 PLF. USE V1' &*ATM ONE SIDE CP WALL, NAIL ALL EDGES WITH ed NAILS AT 6' Or, FOR FRAMpp��,, USE DF NO.2. PROVIDE V2' DIAMETER ANCHOR BOLTS AT 32' OG MAX SPACING AT THE FOUNDATION 0 F— r POR TIE DONS AT EACH END OF THE WALL, SEE PRAMTING/SHEAR PLAN& - 3. MAXI'IM SHEAR 31S PLP. USE b2' SHEATING ONE SIDE CF WAIL NAIL ALL EDGES UJTH Sd NAILS AT 4' O.C. FOR RRAMING, USE DF NO2. PROVIDE 14' DIAMETER ANCHOR BOLTS AT 24' Or- MIA XI MIIM SPACING AT THE FOUNDATION. POR TIE DOANS AT EACH END OF TJ$ WALL„ SEE FRAMMG10BHEAR PLANS. 4. MAXI ll SHEAR 490 PLP. USE 10' SHEATMG ONE SIDE OF WALL NAIL ALL EDGES WITH Sd NAILS AT 3' Of. FOR PRAMM USE 3X OF NO2. DOUBLE BOTTOM PLATES ARE = REQUIRED, BO.T BOTH PLATES WITH ANCHOR BOLT& PROVIDE 6/8' DIAMETER ANCHOR BOLTS AT 32' OCG MAXIMJM SPACING AT THE FOUNDATION. FOR TIE DOWS AT EACH END OF TFE UN -L., SEE I' RAMING HEAR PLANS. GENERAL. REQUIRE ENTS ALL "ATM EDGES SHALL BE SACiKED WITH FRAMING SOD ACCORDING ELLBOIEDWD2' NOMINAL BLOCKING6 CONNECTIONS WINGS AOALL SHEATMG OR BETUEEN W49M WALL GWEATHING AND LOWER WALL SHEATHING ONALL BE SUCH THAT RE URED EDGE NAILING PER SCHEDULE IS CONIIyi�DA TWRCUG14 BLOCKING AND WAIL PLATE& SPACE 10d NAILS AT 1{' OAC. ALONG MTERM WIATE FRAMING R& TW TIE O" ARE BKALLD BOLTP.DREWIRED TUP�PERWOPER AM �LOUE' OOR IUALL STUDS b COMP AEE B �4DW ROD AS PER MANUFACTURER'S r 0 a'a v'o ss �r UNLESS NOTED OTHERWISE PROIYDE PT 2X6 SILL PLATE WITH 1/2" DIA. ANCHOR BOLTS AT 4$" O.C. WITH MIN. 8" EMBEDMENT AND 3" SQ. WASHERS NOTES I. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL SILL PLATE AND ANCHOR_ BOLTS CALL -OUTS ATH SHEAR WALLS FOUNI FLOOR FRAfNCS PLAN J�1 PZ a 9C" V4• 1'-V ROOF FRArrIING PLAN � --------------- L PORGI-4 ELEVATIONS I I ------ ----- ------------- ROOF�RAMINCz CONCRETE STOOP WITH --- 12" WIDE CHICKEN EDGE FOOTING WITH (2) NO BARS AT BOTTC M, If r- ----------------.------------------ I- I I I I 1 I 1 I I. I j I I I I I I -------------------------------------b SCALE SCALE. -1/4° Roof Beamf 2000 International Building Code (97 NDS)1 Ver- 6.00 7 By Charles Smith Lindberg & Smith on: 10-22-2009 06 58.44 AM Protect: lee Location. roof 1 Summary - 3.5 IN x 7.25 IN x 5 5 FT / #2 Douglas Fir -Larch Dry Use Section Adequate By 521 1 % Controlling Factor Area / Depth Required 2.8 In Deflections: Dead Load: Live Load - Total Load Reactions (Each End) Live Load - Dead Load: Total Load: Bearing Length Required (Beam only Beam Data: Span. Maximum Unbraced Span: Pitch Of Roof• Live Load Deflect. Criteria: Total Load Deflect. Criteria. Roof Loading - Roof Live Load=Side.One. Roof Dead Load -Side One Tributary Width -Side One: Roof Live Load -Side Two. Roof Dead Load -Side Two Tributary Width -Side Two Roof Duration .Factor Beam Self Weight: Slope/Pitch Adjusted, Lengths and Loads: Adjusted Beam Length: Beam Uniform Live Load: Beam Uniform Dead Load - Total Uniform Load - Properties For #2 Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity - Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension) support capacity not checked) Adjustment Factors: Cd=1 15 CI=1.00 Cf=1.30 Fv' Adjustment Factors: Cd=1 15 Design Requirements: Controlling Moment: 2.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear - At a distanced from support. Critical shear create6 by combining ,all dead and, live loads. Comparisons With Required Sections. Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) DLD= 001 IN LLD= 0.01 IN = U76b2 TLD= 002 IN = U421.6 LL-Rxn= 206 LB DL-Rxn= 166 LB TL-Rxn= 372 LB. BL= 017 IN L= 55 FT' Lu= 2:0 FT RP= 8 1'2 U 240 U 180 LL1= 250 PSF DL1= 15:0 PSF TW1= 2.0 FT LL2= 250 PSF DL2= 150 PSF TW2= 10 FT Cd= 1 15 BSW= 6 PLF Ladi= 5.5 FT wL= 75, PLF wD_adi= 60 PLF wT= 135 PLF Fb= Fv= E_ Fc_perp= Fb'= Fv'= LK E V= 900 95 1600000 625 PSI PSI PSI PSI 1342 PSI 109 PSI 511 FT -LB 298 LB Sreq= 4.57 IN3. S= .3066 IN3 Areq= 409 IN2 A= 25.38 IN2' Ireq= 475 IN4 1= 111 '15 IN4 Roof Beamf.2000 International Buildinq Code (97 NDS)1 Ver- 6.00.7 By- Charles Smith Lindberg & Smith on: 10-22 2009 06:59:51 AM Project: LEE Location: ROOF 2 Summary- ( 2 ) 1.5 IN x 5.5 IN x 3.0 FT / #2 Douglas Fir -Larch Dry Use Section Adequate By- 47 0% Controlling Factor- Area / Depth Required 3'96 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End) Live Load: Dead Load - Total Load: Bearing Length Required (Beam only .support capacity not checked) Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof - Live Load Deflect. -Criteria. Total Load Deflect. Criteria. Roof Loadinq: Roof Live Load -Side One Roof Dead Load -Side One. Tributary Width -Side One: Roof Live Load -Side Two - Roof Dead Load -Side Two - Tributary Width -Side Two Roof Duration Factor - Beam Self Weiqht: Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth. Beam Uniform Live Load: Beam Uniform'Dead Load: Total Uniform Load: Properties For- #2 Douqlas Fir -Larch Bendinq Stress: Shear Stress: Modulus of Elasticity - Stress Perpendicular to Grain. Adjusted Properties Fb' (Tension) Adjustment Factors. Cd=1 15 CI=1 00 Cf=1.30 Fv' Adjustment Factors. Cd=1 15 Design Requirements: Controllinq Moment: 1.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear - At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment) - Area (Shear) Moment of Inertia (Deflection) DLD= 001 LLD= 001 TLD= 0.02 LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U 675 493 1168 0.62 3:0 2.0 8 240 180 LL1= 25.0 DL1= 150 TW1= 2.0 LL2= 250 DL2= 15.0 TW2= 16.0 Cd= 1.15 BSW= 4 Ladl= 3.0 wL= 450 wD_adl= 329 wT= 779 Fb= Fv= E_ Fc_perp= Fb'= Fv'= M= V= 900 95 1600000 625 IN IN = U2922 IN = U1689 LB LB LB - IN FT FT 12' PSF PSF FT PSF PSF FT PLF FT PLF PLF PLF PSI PSI PSI PSI 1341 PSI 109 PSI 876 FT -LB 817 LB Sreq= 7.84 IN3 S= 15.13 IN3 Areq= 11.22 IN2 A= 16.50 IN2 Ireq= 443 IN4 1= 41.59 IN4 Roof Beamf 2000 International Building Code (97 NDS)1 Ver- 6 00 7 By Charles Smith Lindberg & Smith.on. 10-22-2009 07:0009 AM Project: LEE Location. ROOF 3 Summary - (2) 1.5 IN x 3.5 IN x 3.0 FT / #2 Douglas Fir -Larch Dry Use Section Adequate By- 372.3% Controlling Factor Area / Depth Required 1.51 In Deflections. Dead Load. DLD= 0.01 IN Live Load LLD= 0 01 IN- L/4518. Total Load: TLD= 0-01 ,IN = L/25,74 Reactions (Each End) Live Load: LL-Rxn= 113 LB Dead Load: DL-Rxn= 85 LB Total Load: TL-Rxn= 197 LB, Bearing Length Required (Beam only support capacity not checked) BL= 011 'IN Beam Data. Span. L= 30 FT Maximum Unbraced Span. Lu= .2.0 FT Pitch Of Roof- RP= 8 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load -Side One. LL1= 250 PSF Roof Dead Load -Side One. DLI= 15.0 PSF Tributary Width -Side One: TW1= 2.0 FT Roof Live Load -Side Two: LL2= 25.0 PSF Roof Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two TW2= 10 FT Roof Duration Factor Cd= 1 15, Beam Self Weight: BSW= 3 PLF Slope/Pitch, Adjusted Lengths and Loads. Adjusted Beam Length. Ladj= 3 0 FT Beam Uniform Live Load: wL= 75 PLF Beam Uniform Dead Load: wD_adj= 57 PLF Total Uniform Load: WT= 132 PLF Properties For- #2 Douglas Fir -Larch Bending Stress. Fb= 900 PSI' Shear Stress: Fv= 95 PSI Modulus of Elasticity E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension) Fb'= 1549 PSI Adjustment Factors. Cd=1 15 CI=1.00 Cf=1.50 Fv' Fv'= 109 PSI Adjustment Factors- Cd=1 15 Design Requirements. Controlling Moment: M= 148 FT -LB 1 5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 162 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment) Sreq= 1 15 IN3 S= 6.13 IN3. Area (Shear). Areq= 2.22 IN2 A= 10.50 IN2, Moment of Inertia (Deflection) Ireq= 0.75 IN4 1= 10.72 IN4 Roof Beam( 2000 International Building Code (97 NDS) l'Ver• 6 00 7 By- Charles Smith Lindberg & Smith -on. 10-22 2009 07:00.41 AM Project: LEE. Location. ROOF 4 Summary- ( 2 ) 1.5 IN x 3.5 IN x 3.0 FT / #2 Douglas Fir -Larch Dry Use Section Adequate By- 2.8% Controlling Factor Area / Depth Required 3.41 In Deflections: Dead Load: DLD= 003 IN Live Load. LLD= 0.04 IN- L/968. Total Load- TLD= 0.06, IN = Q560 Reactions (Each End) Live Load: LL-Rxn= 525• LB Dead Load: DL-Rxn= 382 LB. Total Load: TL-Rxn= 907 LB .Bearing Length Required (Beam only support capacity not checked) BL= 048 IN Beam Data. Span: L= 3 0' FT Maximum Unbraced Span Lu= 2.0 FT Pitch Of Roof RP= 8 1Z Live Load Deflect. Criteria. L/ 240 Total Load Deflect. Criteria. L/ 180 Roof Loading: Roof Live Load -Side One: LLI= 25.0 PSF Roof Dead Load -Side One: DLI= 1,5.0 PSF Tributary Width -Side One. TW1= 2.0 FT Roof Live Load -Side Two. LL2= 25.0 PSF Roof Dead Load -Side Two: DL2= 150 PSF Tributary Width -Side Two TW2= 12.0 FT Roof.Duration Factor- Cd= 1 15 Beam Self Weight: BSW= 3 PLF Slope/Pitch Adjusted Lengths and Loads. Adjusted Beam Length. Ladl= 30 FT Beam Uniform Live Load: wL= 350 PLF Beam Uniform Dead Load: wD_adl= 255 PLF Total Uniform Load: WT= 605 PLF Properties For- #2 Douglas Fir -Larch Bending Stress: Fb= 900 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticity- E= '1600000 PSI Stress Perpendicular to Grain. Fc_perp= 625 PSI. Adjusted Properties Fb' (Tension): Fb'= 1549 PSI Adjustment Factors. Cd=1 15 CI=1 00 Cf=1.50 Fv' Fv'= 109 PSI Adjustment Factors: Cd=1 15 Design Requirements: Controlling Moment: M= 681 FT -LB 1.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 744 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Sreq= 5.27 IN3 S= 6.13 IN3 Area (Shear) Areq= 10.22 IN2 A= 10.50 IN2 Moment of Inertia (Deflection) Ireq= 3.44 IN4 1= 1072 IN4 Roof Rafter[ 2000 International Buildinq Code (97 NDS) j Ver 6 00 7 By- Charles Smith Lindberg &.Smith on. 10-22 2009 0702:10 AM Project: LEE Location. RAFTERS,1 Summary - 1.5 IN •x 11.25 IN x 17.5 FT (15.5 + 2) (� 12 O C / #2 Douqlas Fir -Larch (North) Dry Use Section Adequate By- 132.6% Controlling Factor Section Modulus / Depth Required .7.38 In Interior Span Deflections. Dead Load: Live Load: Total Load Eave Deflections (Positive Deflections used for design) Dead Load: Live Load: Total Load: Rafter End Loads and Reactions Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load. Upper Equiv Tributary Width: Lower Equiv- Tributary Width. Rafter Data. Interior Span. Eave Span. Rafter Spacing: Rafter Pitch: Roof sheathinq applied to top of joists -Top of rafters fully braced. Live Load Deflect. Criteria: Total Load Deflect. Criteria. s Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor* Slope Adjusted Spans And Loads - Interior Span. Eave Span: Rafter Live Load: Rafter Dead Load. Rafter Total Load: Properties For #2 Douqlas Fir -Larch (North) Bendinq Stress: Shear Stress: Modulus of Elasticity - Stress Perpendicular to Grain. Adjusted Properties Fb' (Tension) Fv' Adjustment Factors. Cd=1 15 Cf=1 00 Cr=1 15 Adjustment Factors. Cd=1 15 Design Requirements: Controllinq. Moment: 9 314 Ffi from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads Controllinq Shear* At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on Comparisons With Required Sections: Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) DLD-Interior= 011 IN LLD -Interior= 016 IN = U1358'. TLD -Interior= 0.28 IN =1/80Z DLD=Eave= 0.00 IN LLD-Eave= 000 IN = 2L/1'1615 TLD-Eave= .000 IN_. 2U57688820 LOADS- RXNS- 194 PLF 194 LB 137 PLF 137 LB 331 PLF 331 LB 24.7 PLF 247 LB 178 PLF 178 LB 425 PLF 425113 UTWeq= 916 FT LTWeq= 11.87 FT L= 15.5 FT L-Eave= 2.0 FT Spacinq= 12.0 IN O C RP= 80 12 U 240 U 180 LL= 25.0 PSF DL= 15.0 PSF Cd= 115 L-adi= 18.63 FT L-Eave-adi= 2.4 FT wL-adi= 17 PLF wD-adi= 12 PLF wT-adj= 30- PLF Fb= 850 PSI Fv= 95 PSI E= 1600000 PSI Fc -perp= 625 PSI. Fb'= 1124 PSI Fv'= 109 PSI M= 1274 FT -LB on span(s) 2 V= 254 LB span(s) 2, 3 Sreq= 1360 IN3: S= 31.64 IN3 Areq= 3.49 IN2 A= 16.88 IN2 Ireq= 39.93 IN4 1= 1.77.98 IN4 Roof Rafter[ 2000 International Buildinq Code (97 NDS) j Ver• 6 00 7 By Charles Smith Lindberg & Smith on: 10-22 2009 0702:36 AM Project. LEE Location RAFTERS 2 S= Summary - IN3! 1.5 IN x 11.25 IN x 13.5 FT 01 5 + 2) (a, 24 0 C / #2 Douqlas Fir -Larch (North) Dry Use Section Adequate By 113.7% Controlling Factor- Section Modulus / Depth Required 7 69 In Interior Span Deflections. A= Dead Load: DLD-Interior= Live Load: LLD-Interior-- LD-Interior=Total TotalLoad: TLD -Interior= Eave Deflections (Positive Deflections used for design) IN4 .Dead Load: DLD-Eave= Live Load: LLD-Eave= Total Load: TLD-Eave= Rafter End Loads and Reactions. LOADS - Upper Live Load. 144 PLF Upper Dead Load: 101 PLF Upper Total Load: 244 PLF Lower Live.Load: 198 PLF Lower Dead Load: 143 PLF' Lower Total Load: 341 PLF -Upper Equiv Tributary Width: UTWeq= Lower Equiv Tributary Width: LTWeq= Rafter Data. Interior Span: L= Eave Span: L-Eave= Rafter Spacing: Spacinq= Rafter Pitch: RP= 'Roof sheathing applied to top of joists -Top of rafters fully braced. Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Rafter Loads: Roof Live Load LL= Roof Dead Load DL= Roof Duration Factor- Cd= Slope Adjusted Spans And Loads. Interior Span: L-adi= Eave Span: L-Eave-adj= Rafter Live Load: wL-adi= Rafter Dead Load: wD-adj= Rafter Total Load: wT-adj= Properties For- #2 Douqlas Fir -Larch (North) Bendinq Stress. Fb= Shear Stress. Fv= Modulus of Elasticity' E_ Stress Perpendicular to Grain. Fc -perp= Adjusted Properties Fb' (Tension) Fb'= Adjustment Factors. Cd=1 15 Cf=1 00 Cr=1 15 Fv' Fv'= Adjustment Factors: Cd=1 15 Design Requirements: Controllinq Moment: 6 772 Ft from left support of span 2 (Center Span)• Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear - At a distance d from riqht support.of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, Comparisons With Required Sections. Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) ZE V= 0.07 IN 010 IN = U1662 0 17' IN- U996 000 .IN 001 IN.= 207594' 000 IN = 2U57688820 RXNS 288 LB 201 LB 489 LB 396 LB 286 LB 682 LB 6.7 FT 9.52 FT 11.5 'FT 2.0 FT 240 INOC 80 12 ` 240 180 250 P.SF 150 PSF 1 15 1382 FT 2.4 FT 35 PLF 25 PLF' 60 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1,124 PSI 109 PSI 1387 FT -LB 375 LB Sreq= 14.80 IN3 S= 31.64 IN3! Areq= 515 .IN2 A= 16.88 IN2 Ireq= 32.17 IN4 1= 177.98 IN4 Floor Joistf 2000 International Building Code (97-NDS)1 Ver- 6.00.7 By Charles Smith Lindberg & Smith on. 10-22 2009 07.0505 AM 'Project: LEE Location. JOIST 1 Summary - TJ 1 ummary•TJI 360 / 16 Trus Joist -MacMillan x 23.0 FT (a)- 12 O C Section Adequate By 64.6% Controlling Factor- Allowable Deflection I -joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual 'joist loading or span conditions in any way contact the joist manufacturer for design verification Joist Span Deflections: Dead Load: Live Load: Total Load. Joist -Span Left End Reactions (Support A) Live Load: Dead Load: Total Load: Bearing Length Required (Beam only support capacity not checked) Joist Span.Right End Reactions (Support B) Live Load Dead Load - Total Load. Bearing Length Required (Beam only support capacity not checked) Joist Data. Joist Span Length. Floor sheathing applied Live Load Duration Factor - Live Load Deflect. Criteria. Total Load Deflect. Criteria. Joist Span Loadinq: Uniform Floor Loading Live Load: Dead Load: Total Load. to -top of joists -top of joists fully braced. Total Load Adjusted for Joist Spacing: Properties For- TJI 360 / 16- Trus Joist -MacMillan Depth. Moment Capacity- Shear apacityShear Capacity- El. apacityEI. End Reaction Capacity Comparisons With Required Sections. Controlling Moment: Adjusted Moment Capacity- Controlling apacityControlling Shear - Adjusted Shear Capacity- El apacityEI Required: EI: Maximum End Reaction: Adjusted Reaction Capacity DLD-Center= LLD -Center= TLD -Center .LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL -A=, LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL -B= L2= Cd= U U LL -2= DL 2=' TL 2= wT-2= D= Mcap= Vcap= El= Rcap= M= Mcap-adi= V= Vcap-adi EI -req= El= Rmax= Rcap-adj= 013 IN 034 IN =,L/815, 047 IN =s L/593 460 LB. 173 LB 632 LB. 175 'IN. 460 LB 173 LB 632 LB 1 75 IN 23.0 FT 1.00 480 360 40.0 PSF 15.0 PSF 55.0 PSF 55 PLF 16 8405 2190 830000000 1080 3637 8405 569 2190 504198000' 830000000 632 1080 'IN FT -LB LB LB-IN2 LB FT -LB FT -'LB LB LB LB-IN2. LB-IN2 LB LIP Uniformly Loaded Floor Beam( 2000 International Buildinq Code (97 NDS) j Ver- 6.007 By. Charles Smith Lindberg & Smith on: 10-22-2009 07.07.09 AM Prosect: LEE Location: JOIST 2 Summary - 1 75 IN x 16 0 IN x 7 0 FT / Versa -Lam 2800 Fb DF Boise Cascade Section Adequate By, 290 7% Controllinq Factor- Area / Depth Required 7 75 In 1 3/4 inch by 16 inch or 18 inch beams to be used in multiple member units only Deflections. Dead Load: DLD= 001 IN Live Load: LLD= 002 IN =,L/4129 Total Load- TLD= 003 IN =;•U2961 Reactions.(Each End) Live Load: LL-Rxn= 1575 LB Dead Load: DL-Rxn= 621 LB Total Load: TL-Rxn= 2196 LB Bearing Length Required (Beam only support capacity not checked) BL= 1.39 IN Beam Data: Span. L= 70 FT Unbraced Lenqth-Top of Beam. Lu= 1.33 FT' Live Load Deflect. Criteria. L/ 360 Total Load Deflect. Criteria. U 240 Floor Loadinq: Floor Live Load-Side:One. LL1= 400 PSF Floor Dead. Load -Side One DL1= 150 PSF Tributary Width -Side One TW1= 6.5 FT Floor Live Load -Side Two: LL2= 400 PSF Floor Dead Load -Side Two- DL2= 150 PSF Tributary Width -Side Two: TW2= '475 FT' Live Load Duration Factor- Cd= 100 Wall Load WALL= .0 PLF Beam Loadinq: Beam Total Live Load: wL=. 450 PLF Beam Self Weiqht: BSW= 9 PLF Beam Total Dead Load: wD= 178 PLF Total Maximum Load: WT= 628 PLF Properties For- Versa -Lam 2800 Fb DF Boise Cascade Bendinq Stress. Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity- E= 2000000 PSI Stress Perpendicular to Grain- Fc_perp= 900 PSI Adjusted Properties Fb' (Tension) Fb'= 2634 PSI Adjustment Factors: Cd=1 00 CI=0.97 Cf=0.97 Fv' Fv'= 285 PSI Adlustmen'i Factors: Cd=1 00 Design Requirements. Controllinq Moment: M= 3843 FT -LB 3.5 ft from left.support Critical moment created by combining all dead and live loads. Controllinq Shear* V= 1362 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment) Sreq= 17.51 IN3 S= 7467 IN3 Area (Shear) Areq= 717 IN2 A= 2800 IN2 Moment of Inertia (Deflection) Ireq= 52.08 IN4 1= 597.33 .IN4 Multi -Loaded Beamf 2000 International Buildinq Code (97 NDS)1 Ver 6.00 7 By Charles Smith Lindberg & Smith on: 10-22 2009 07.08:23 AM P�oiect: LEE Location JOIST 3 Summary - 3.5 IN x 16.0 IN x 23 0 FT / Versa -Lam 3080 Fb DF Boise Cascade IN. Section Adequate By 129 4% Controlling Factor- Section Modulus / Depth Required 11.61 In Center Span Deflections. 044 Dead Load: DLD-Center= Live Load: LLD -Center= Total Load- TLD -Center= Center Span Left End Reactions (Support A) - 0.37 Live Load: LL-Rxn-A= Dead -Load: DL-Rxn-A= Total Load: TL-Rxn-A= Bearinq,Length Required (Beam only support capacity not checked) BL -A= Center Span Riqht End Reactions (Support B) Live Load: Dead Load: Total Load: Bearing Length Required (Beam only support capacity not checked) Beam Data. Center Span Lenqth. Center Span Unbraced Lenqth-Top of Beam: Center'Span Unbraced Length -Bottom of Beam. Live Load Duratio nFactor- Live Load Deflect. Criteria: Total Load Deflect. Criteria. Center Span Loading: Uniform Load: Live Load. Dead Load Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span) Properties For Versa -Lam 3080 Fb DF Boise Cascade Bendinq Stress. Shear Stress. Modulus of Elasticity- Stress lasticityStress Perpendicular to Grain. Adjusted Properties Fb' (Tension) Adjustment Factors: Cd=1.00,C1=0.83 Cf=0.97 Fv' Adiustment Factors. Cd=1.00 Design Requirements. Controllinq Moment: 12.88 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) Controllinq Shear- At hearAt a distance d'from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections - Section Modulus (Moment) LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL -B= L2= Lug Top= Lu2-Bottom= Cd= U L/ wL-2= wD-2= BSW= wT 2= PL1 2= PD1 2= X1 2= 016 IN. 0.28 IN—L/978, 044 IN = U628. 685 LB 471 LB 1156 LB 0.37 IN, 890 LB 552 LB 1442 LB 0 46 I N 23.0 FT 13.0 FT 23.0 FT 1 00 360 240 0 PCF 0 PLF- 18 PLF' 18 PLF 1575 LB 621 LB 130 FT Fb= 3080 PSI Fv= 285 PSI E= 2000000 PSI Fc_perp= 900 PSI, Fb'= 2478 PSI Fv'= 285 -PSI M= 13438, FT -LB Area (Shear) Moment of Inertia (Deflection). V= 1422 LB Sreq= 6508 IN3 S= 149.33 IN3- Areq= 749 IN2: A= 56.00 IN2 Ireq= 456.60 IN4 1= 1194.67 IN4' Combination Roof and Floor Beam[ 2000 International Buildinq Code (97 NDS) j Ver, 6 00.7 By Charles Smith Lindberg & Smith on 10-22-2009 07 1.3:50 AM Project: LEE Location FLOOR 1 Summary- .3 125 IN x 12.0 IN x 9 0 FT / 24F V4 Visually Graded Western Species Dry Use Section.Adequate By 18 0% Controlling Factor- Area / Depth Required 10.59 In Deflections: Dead Load: DLD= 009 IN Live Load: LLD= 015, IN = U732 Total Load* TLD= 0:24 IN•=./449 Reactions (Each End) Live Load: LL-Rxn= 3645 LB. Dead Load: DL-Rxn= 2291 LB- Total Load: TL-Rxn= 5936 LB Bearinq Lenqth Required (Beam only support capacity not checked) BL= 2.92 IN Camber Reqd. C= 014 IN Beam Data: Span. L= 9.0 FT Maximum Unbraced Span: Lu= 1.33 FT Live Load. Deflect. Criteria: U 360 Total Load Deflect. Criteria. U 240 Camber Adjustment Factor, CAF= 1.5 X DLD Roof Loadinq: Roof Live Load-Side One. RLL1= 25.0 PSF' Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One RTW1= 2.0 FT Roof Live Load-Side Two: RLL2= 25.0 PSF Roof Dead Load-Side Two RDL2= 15.0 PSF Roof Tributary Width-Side Two- RTW2= 12.0 FT Roof Duration Factor- Cd-roof= 1 15 Floor Loadinq: Floor Live Load-Side One. FLL1= 400 PSF Floor Dead Load-Side One FDL1= 150 PSF Floor Tributary Width-Side One: FTW1= 11.5 FT Floor Live Load-Side Two: FLL2= 400 PSF Floor Dead Load-Side Two- FDL2= 150 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT' Floor Duration Factor- Cd-floor= 100 Wall Load: WALL= 75 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 350 PLF 'Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= 252 PLF Floor Uniform Live Load: wL-floor= 460 PLF Floor Uniform Dead Load- wD-floor= 173 PLF Beam Self Weiqht: BSW= 9 PLF Combined Uniform Live Load: wL= 810 PLF- Combined Uniform Dead Load: wD= 509 PLF Combined Uniform Total Load: WT= 1319 PLF Controllinq Total Desiqn. Load: wT-cont= 1319 PLF Properties For- 24F V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain. Fc perp= 650 PSI Bending Stress of Comp Face in Tension. Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension) Fb'= 2745. PSF Adjustment Factors. Cd=1 15 CI=0.99 Fv' Fv'= 219 PSI Adjustment Factors: Cd=1 15 Design Requirements: Controllinq Moment: M= 13355 FT-LB 4.5 ft from left support Critical � moment:created by combining all dead and live loads. Controllinq Shear- V= 4630 LB At a distance d from support. Critical shear.created by combining all dead'and live loads. Comparisons With Required Sections. Section Modulus (Moment) Sreq= 58.39 IN3 S= 75.00 IN3 Area (Shear)- Areq= .31 78 IN2 A= 37.50 IN2 Moment of Inertia (Deflection) Ireq= 240.35 IN4 1= 45000 IN4• Combination Roof and Floor Beam[ 2000 International Buildinq Code (97 NDS) j Ver- 6.00.7 By- Charles Smith Lindberg & Smith on. 10-22 2009 07 14:28 AM Prosect: LEE Location. FLOOR 2 ,x Summary - LB (2) 1.5 IN x 7.25 IN -x 3 0 FT /#2 Douqlas Fir -Larch Dry Use LB Section Adequate By 33.8% Controllinq Factor- Area'/ Depth Required 5.42 In LB * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: PSF Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End) FT Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load TL-Rxn= Bearing Length Required (Beam only -support capacity not checked) BL= Beam Data: .Span. L= Maximum Unbraced Span. Lu= Live Load Deflect. Criteria. L/ Total Load Deflect. Criteria: L/ Roof Loadinq: Roof Live Load -Side One: RLL1= Roof Dead Load -Side One. RDL1= Roof Tributary Width -Side One RTW.1= Roof Live'Load-Side Two. RLL2= Roof Dead Load -Side Two: RDL2= Roof Tributary Width -Side Two: RTW2= Roof Duration Factor* Cd -roof= Floor Loadinq: Floor Live Load -Side One: FLL1= Floor Dead Load -Side One. FDL1= Floor Tributary Width -Side One: FTW1= Floor Live Load -Side Two FLL2= Floor Dead Load -Side Two FDL2= Floor Tributary Width -Side Two FTW2= Floor Duration Factor, Cd -floor= Wall Load: WALL= Beam Loads: Roof Uniform Live Load. wL-roof= Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= Floor'Uniform Live Load wL-floor= Floor Uniform Dead'Load wD-floor= Beam Self Weiqht: BSW= Combined Uniform Live Load wL=. Combined Uniform.Dead Load: wD= Combined Uniform Total Load: wT= Controllinq Total Desiqn Load: wT-cont= Properties For #2 Douqlas Fir -Larch Bendinq Stress: Fb= Shear Stress: Fv= Modulus of Elasticity E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension) Fb'= Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.20 Fv' Fv'= Adjustment Factors. Cd=1 15 Design Requirements. Controlling Moment: 1.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear- At hearAt a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) M= V= 001 IN 001 IN=U3718 002 IN- U2290 3.0 ,x 1215 LB 758 LB 1973 LB 1 05 IN 3.0 FT 1.33 FT' 360 IN3 240 16.25 25.0 PSF 15.0 PSF 2.0 FT 25.0 PSF 15.0 PSF 12.0 FT 1 15 400 PSF 150 PSF 11.5 FT 400 PSF 15.0 PSF 00 FT 100 75 PLF 350 PLF 252 PLF' 460 PLF' 173 PLF 5 PLF 810 PLF 505 PLF 1,315 PLF '1315 PLF 900 PSI 95 PSI 1600000 PSI 625PSI 1239 PSI 109 PSI 1480 FT -LB 1.184 LB' Sreq= 14.33 IN3 S= 26.28 IN3 Areq= 16.25 IN2 A= 21 75 IN2 Ireq= 999 IN4 1= 95.27 IN4 i PREPARED 9/01/09 8 2 13 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/01/09 ADDRESS 117 E 12T ST SUBDIV TENANT NBR LEA ROBE W CONTRACTOR THURMAN UPPLY PHONE (360) 457 8591 OWNER ROBERT W LEA PHONE (360) 457 6355 PARCEL 06 30 00 0 3 4384 0000 APPL NUMBER 09 00000866 MECHANICAL APPL PERMIT PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 9/01/09 JL MECHANICAL FINAL TIME 01 00 August 26 2009 9 41 08 AM 1pangrle �+ ROBERT 457 6355 MECHANICAL FINAL WOOD -BURNING STOVE AFTERNOON COMMENTS AND NOTES . CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION �-- 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation 09 00000866 Date 8/25/09 143590 117 E 12TH ST 06 30 00 0 3 4384 0000 LEA ROBERT W MECHANICAL APPL PERMIT RS7 RESDNTL SINGLE FAMILY 2700 Application desc WOOD -BURNING STOVE INSTALLATION Owner ROBERT W LEA 117 E 12TH ST PORT ANGELES (360) 457 6355 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Contractor Qty Unit Charge Per BASE FEE 1 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP Fee summary Charged Paid Credited Permit Fee Total 60 65 60 65 00 Plan Check Total 00 00 00 Grand Total 60 65 60 65 00 WA 98362 00 0 Extension 50 00 10 65 Due 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 erring 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 vi ate r cancel the prdvisions of any state or local law regulating construction or the performance of construction.. A6 0 I/ Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is guilder) T.FormsBuilding Division/Building Permit THURMAN SUPPLY 1807 E FRONT ST WA 983627811 PORT ANGELES (360) 457 8591 MECHANICAL PERMIT WOOD -BURNING STOVE 152371 60 65 Plan Check Fee 8/25/09 Valuation 2/21/10 Qty Unit Charge Per BASE FEE 1 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP Fee summary Charged Paid Credited Permit Fee Total 60 65 60 65 00 Plan Check Total 00 00 00 Grand Total 60 65 60 65 00 WA 98362 00 0 Extension 50 00 10 65 Due 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 erring 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 vi ate r cancel the prdvisions of any state or local law regulating construction or the performance of construction.. A6 0 I/ Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is guilder) T.FormsBuilding Division/Building Permit 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type I Date 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 PLANNING DEPT Separate Permit #s Parking / Lighting Landscaping Accepted By I Comments I 1 1 1 1 I 1FINAL Date Accepted by 1 I I I FINAL Dateq-1-09 Accepted by 1 SEPA. I ESA. SHORELINE. M T:Forms/Building Division/Building Permit FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By T Electrical 417-4735 C Construction R.W PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417-4815 fax (360) 417-4711 Applicanta Yds ►/L Phone Property Owner -e �l Ra 6eW Lea`J Phone Property Owner's Address l l `%,.L Contractor Phone Contractor's A dres ���7 Frf S ;r)A License # 1, tjzt 1 mlS 15'P/ /,4 Expires i 1 /a! ME -mail PROJECT ADDRESS Parcel Number . Lot For City Use Onl Date Received -Z Q� Permit # pQ $(rb Date Approved V5 Zoning Proiect Tvpe & Brief Description. Residential ❑ Multi -family ❑ Commercial ❑ Industrial Check all that apply ❑ New Construction ❑ Addition ❑ Remodel ❑ Repair ❑ Demolition ❑ Re -roof ❑ House o garage ❑ other ❑ tear off & re -roof ❑ lay over one layer Meat System ❑ Heat pump A"d-burning stove ❑ gas fireplace ❑ pellet stove o other ❑ Other Floor Areas Basement 1st Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Existing (sg. ft.) Proposed (sq. ft.) per sq ft. = $ TOTAL VALUATION $ „70 (Z-) o, Total footprint of structures sq ft. - Lot size sq ft. = Lot coverage % Site Coverage = the amount of impervious surface on a parcel including structures paved driveways, sidewalks patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group # of bedrooms Will a lawn sprinkler system be installed? Occupant load # of full baths Will a fire sprinkler system be installed? Construction type # of half baths I have read and completed this application and know it to be true and correct. / am authorized to ap . for this pe 7,1 and -understand that it is my responsibility to determine w p rmits are required,)an to obtain pen -nits prior to wo ng on proje t . Date 2 S—� r i n t Name vl Gyctll�l G er vY Signature T Forms/Bui ding Division'Bidg Permit.doc OF pOFi qh,O CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION v 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 04-00000191 Date 3/12/04 Pin number . . . . . . .926837 Property Address . . . . . . 117 E 12TH ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -0 -3 -4384 -0000 - Application description . . . RE -ROOF Subdivision Name . . . . . . Property Use Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 5000 Owner------------------- Contractor ----- LEA ROBERT W ------------------------ PENINSULA CONTRACTING/ROOFING 117 E 12TH ST 732 W 7TH PORT ANGELES WA 983627811 PORT ANGELES WA 98363 (360) 417-1039 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - NO PR FEE Additional desc . . TEAR OFF, FELT, COMP Permit Fee . . . . 134.75 Plan Check Fee .00 Issue Date . . . . 3/12/04 Valuation . . . . 5000 Expiration Date . . 9/08/04 Qty Unit Charge Per Extension BASE FEE 92.75 3.00 14.0000 THOU BL -2001-25K (14 PER K) 42.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Fee summary -------------- --- Charged Paid Credited ---------- Due Permit Fee Total ---------- ---------- ---------- 134.75 134.75 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 139.25 139.25 .00 .00 EXPIRED u/8 /oma+ 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. v Sign re of Contractor or Authorized Agent Date Signature of Owner (if owner is budder) Dat T \PLANMNG\F0RMS\1102 15 [11/14/2003] oj�oE ��.�N ELECTRICAL PERMIT APPLICATION '!W�" ne Electrical Permit Application must bt filled out Completely. Please type or print in ink. If you have any questions, please call (360) 417-4735 Fax number:/(36.017-4711 Applicant and/or Agent: R EAC_ Phone: Property Owner - Address: Contractor Address: Credit Card Holder Name: 80 b Billing Address: SZ Z- U-1, f% City: License #- City, -$Y. Credit Card Number YY/e - // Q/ - 33Ry- /77 / Permit Fee: PROJECT ADDRFcc• LEGAL DESCRIPTION: Lot: Block: CLALLAM COUNTY PARCEL NUMBER TYPE OF WORK: ❑ Residential ❑ Multi -family ❑ Commercial ❑ Mobile Home FOR OFFICIAL USE ONLY: Date Rx: Permit 0; ->! S! v Date Approved:_��"���! Date Fax # Phone: Zip: Exp: Phone: Zip: cityAE64t LZip:=6 z E,xp: Date: 03 YISA _X MCS Subdivision: ZONING: Electrical Permit fees aro based on WAC 29646-910 (J�-s L:aC.�tLi�-t,/ BRIEF DESCRIPTION OF THE PROJECT: �� '� Electrical Heat Load Additions ❑ Baseboard KW y^ ❑ Furnace KW ❑ Heat Pump _KW ❑ Fan -Wall KW Comments: Service Information ❑ Riser ❑ Overhead Service ❑ Temp Service ❑ Underground Service Voltage: Phase: ❑ 1 o3 Service Size: Feeder Size.• I hereby certo that I have read and examined this application and know the same to be true and correct, and] am authorized to apply for this permit, I understand it is not the City's legal responsibility to determine what permits are required; It remains the applicant's responsibility to determine what permits are required and to obtain such. PW -1102_23 [tcv3001 Credit Card Holder's Signature: /5.-l�Date: s_.d1 t.n CO-