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HomeMy WebLinkAbout2009 Village Cir - Building/-443 e yA 92.2s/0 6(10/2/2008) Linda Pangrle, Re Final Fire Sprinkler System Inspection Page 1 From To Date: Subject: Linda That was finaled on 8.21.2008. Thanks, Ken Ken Dubuc Linda Pangrle 10/2/2008 4 11 PM Re Final Fire Sprinkler System Inspection My notes show that Jim did the final for me. PREPARED 8 /11/08 8 25 44 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ BLFW 01 BLDR 01 2009 VILLAGE CIR MIKE LONA KOLB HI LINE HOMES JOHN M KOLB LONA M KOLB 06 30 13 5 7 0070 0000 08 00000248 RES NEW SFR BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS BL3 01 4/21/08 JLL 4/21/08 AP BL9 01 4/28/08 JLL 4/28/08 AP BL3 02 5/28/08 JLL 5/28/08 DA BL3 03 6/04/08 JLL 6/04/08 AP BLI 01 6/13/08 JLL 6/13/08 AP 6/19/08 PB 6/19/08 AP BL99 01 8/11/08 4/04/08 JLL 4/04/08 AP ME1 01 5/28/08 JLL 5/28/08 AP PERMIT ME 00 MECHAN REQUESTED INS TYP /SQ COMPLETED RESULT INSPECTOR JAMES LIERLY SUBDIV BLDG FOUND FTG /STEM WALL April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 PM jlierly BLDG FRAMING April 21 2008 8 53 04 AM 1pangrle ROBERT 206 719 0831 SUBFLOOR April 21 2008 4 12 20 PM jlierly BLDG SHEARWALL April 28 2008 9 17 43 AM 1pangrle ROBERT 206 719 0831 SHEARWALL April 28 2008 3 53 35 PM jlierly BLDG FRAMING May 28 2008 8 32 06 AM 1pangrle GREG 360 204 3072 FRAMING May 28 2008 4 50 06 PM jlierly electrical rough reqd before frame/ BLDG FRAMING June 4 2008 8 16 39 AM 1pangrle GREG 204 3072 FRAMING June 4 2008 3 45 12 PM jlierly BLDG INSULATION June 13 2008 8 52 37 AM 1pangrle GREG 360 204 3072 INSULATION June 13 2008 4 19 05 PM jlierly BLDG DRYWALL IBWP June 19 2008 8 22 31 AM 1pangrle UNKNOWN NAME 461 4499 DRYWALL NAILING June 19 2008 4 27 54 PM pbarthol There are no IBWP in this house Drywall nailing ok BLDG FINAL August 8 2008 12 47 42 PM sroberds PERMIT DESCRIPTION RESULTS /COMMENTS MECHANICAL ROUGH IN May 28 2008 8 33 25 AM 1pangrle GREG 360 204 3072 'MECHANICAL (ROUGH IN's) May 28 2008 4 50 36 PM jlierly air seal is approved on this date/j11 CONTINUED ONTO NEXT PAGE PHONE (253) 840 1849 PHONE (360) 379 1465 PAGE 3 DATE 8/11/08 PREPARED 8/11/08 8 25 44 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/11/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR TYP /SQ ME1 02 ME99 01 PERMIT TYP /SQ PL2 01 PL2 02 PL6 01 PL99 01 REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 6/04/08 JLL MECHANICAL ROUGH IN 6/04/08 AP June 4 2008 8 17 18 AM 1pangrle GREG 204 3072 ROUGH IN MECHANICAL June 4 2008 3 45 12 PM jlierly 8/11/08 J] J MECHANICAL FINAL August 8 2008 12 48 02 PM sroberds mike 774 2530 PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 5/13/08 JLL PLUMBING ROUGH IN 5/13/08 AP May 13 2008 9 11 25 AM 1pangrle BRIE 683 8336 ROUGH IN PLUMBING May 13 2008 4 50 27 PM jlierly 6/04/08 JLL PLUMBING ROUGH IN 6/04/08 AP June 4 2008 8 17 42 AM 1pangrle GREG 204 3072 PLUMBING ROUGH IN June 4 2008 3 45 12 PM jlierly 6/10/08 PB PLUMBING WATER SUPPLY 6/12/08 AP June 9 2008 3 21 15 PM 1pangrle MIKE 360 774 2530 WATER SUPPLY LINE FROM THE METER TO THE HOUSE June 12 2008 10 14 04 AM pbarthol 8/11/08 JLL LUMBING FINAL August 8 2008 12 48 37 PM sroberds COMMENTS AND NOTES PREPARED 6/19/08 8 33 06 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/19/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBA MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLEW 01 4/04/08 JLL BLDG FOUND FTG /STEM WALL 4/04/08 AP April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 PM jlierly BL3 01 4/21/08 JLL BLDG FRAMING 4/21/08 AP April 21 2008 8 53 04 AM 1pangrle ROBERT 206 719 0831 SUBFLOOR April 21 2008 4 12 20 PM jlierly BL9 01 4/28/08 JLL BLDG SHEARWALL 4/28/08 AP April 28 2008 9 17 43 AM 1pangrle ROBERT 206 719 0831 SHEARWALL April 28 2008 3 53 35 PM jlierly BL3 02 5/28/08 JLL BLDG FRAMING 5/28/08 DA May 28 2008 8 32 06 AM 1pangrle GREG 360 204 3072 FRAMING May 28 2008 4 50 06 PM jlierly electrical rough reqd before frame/ BL3 03 6/04/08 JLL BLDG FRAMING 6/04/08 AP June 4 2008 8 16 39 AM 1pangrle GREG 204 3072 FRAMING June 4 2008 3 45 12 PM jlierly BLI 01 6/13/08 JLL BLDG INSULATION 6/13/08 AP June 13 2008 8 52 37 AM 1pangrle GREG 360 204 3072 INSULATION June 13 2008 4 19 05 PM jlierly BLDR 01 6/19/08 JLL BLDG DRYWALL IBWP L' June 19 2008 8 22 31 AM 1pangrle 7/g UNKNOWN NAME 461 4499 DRYWALL NAILING COMMENTS AND NOTES PREPARED 6/13/08 9 48 06 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/13/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBA MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFW 01 4/04/08 JLL BLDG FOUND FTG /STEM WALL 4/04/08 AP April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 PM jlierly BL3 01 4/21/08 JLL BLDG FRAMING 4/21/08 AP April 21 2008 8 53 04 AM 1pangrle ROBERT 206 719 0831 SUBFLOOR April 21 2008 4 12 20 PM jlierly BL9 01 4/28/08 JLL BLDG SHEARWALL 4/28/08 AP April 28 2008 9 17 43 AM 1pangrle ROBERT 206 719 0831 SHEARWALL April 28 2008 3 53 35 PM jlierly BL3 02 5/28/08 JLL BLDG FRAMING 5/28/08 DA May 28 2008 8 32 06 AM 1pangrle GREG 360 204 3072 FRAMING May 28 2008 4 50 06 PM jlierly electrical rough reqd before frame/ BL3 03 6/04/08 JLL BLDG FRAMING 6/04/08 AP June 4 2008 8 16 39 AM 1pangrle GREG 204 3072 FRAMING June 4 2008 3 45 12 PM jlierly BLI O1 6/13/08 +L BLDG INSULATION L/ June 13 2008 8 52 37 AM 1pangrle GREG 360 204 3072 INSULATION COMMENTS AND NOTES PREPARED 6/10/08 8 57 58 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/10/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 5/13/08 JLL 5/13/08 AP PL2 02 6/04/08 JLL 6/04/08 AP PL6 01 6/10/08 JLL PLUMBING ROUGH IN May 13 2008 9 11 25 AM 1pangrle BRIE 683 8336 ROUGH IN PLUMBING May 13 2008 4 50 27 PM jlierly PLUMBING ROUGH IN June 4 2008 8 17 42 AM 1pangrle GREG 204 3072 PLUMBING ROUGH IN June 4 2008 3 45 12 PM jlierly PLUMBING WATER SUPPLY June 9 2008 3 21 15 PM 1pangrle MIKE 360 774 2530 WATER SUPPLY LINE FROM THE METER TO THE HOUSE COMMENTS AND NOTES DATE PE 4 ce3 0 5 q ELECTRICAL INSPECTION WIRING REPORT 417 -4735 OWNER/CONTRACTOR ADDRESS 2Zb°f C_12e‘ APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED 7nR� pc- D i -I 4 jF g INSPECTOR NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO. NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 ADDRESS ELECTRICAL INSPECTION WIRING REPORT 417 -4735 RKS DATE PERMIT INSPECTOR OWNER/CONTRACTOR 2O f- APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE 9� FINAL CORRECTIONS NEEDED 6%_12. LE- lam[ /n )cl o rL S o NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 1381 PREPARED 6/04/08 9 27 31 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/04/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFW 01 4/04/08 JLL BLDG FOUND FTG /STEM WALL 4/04/08 AP April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 PM jlierly BL3 01 4/21/08 JLL BLDG FRAMING 4/21/08 AP April 21 2008 8 53 04 AM 1pangrle ROBERT 206 719 0831 SUBFLOOR April 21 2008 4 12 20 PM jlierly BL9 01 4/28/08 JLL BLDG SHEARWALL 4/28/08 AP April 28 2008 9 17 43 AM 1pangrle ROBERT 206 719 0831 SHEARWALL April 28 2008 3 53 35 PM jlierly BL3 02 5/28/08 JLL BLDG FRAMING 5/28/08 DA May 28 2008 8 32 06 AM 1pangrle GREG 360 204 3072 FRAMING May 28 2008 4 50 06 PM jlierly electrical rough reqd before frame/ BL3 03 6/04/08 BLDG 4RAMING June 4 2008 8 16 39 AM 1pangrle GREG 204 3072 FRAMING PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 5/28/08 JLL MECHANICAL ROUGH IN 5/28/08 AP May 28 2008 8 33 25 AM 1pangrle GREG 360 204 3072 'MECHANICAL (ROUGH IN') May 28 2008 4 50 36 PM jlierly air seal is approved on this date/j11 ME1 02 6/04/08 7 L MECHANICAL ROUGH IN PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS June 4 2008 8 17 18 AM 1pangrle GREG 204 3072 ROUGH IN MECHANICAL PL2 01 5/13/08 JLL PLUMBING ROUGH IN 5/13/08 AP May 13 2008 9 11 25 AM 1pangrle BRIE 683 8336 ROUGH IN PLUMBING May 13 2008 4 50 27 PM jlierly CONTINUED ONTO NEXT PAGE PREPARED 6/04/08 9 27 31 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/04/08 ADDRESS 2009 VILLAGE CIR TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES OWNER JOHN M KOLB LONA M KOLB PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 02 6/04/08 INSPECTION TICKET PAGE 3 SUBDIV PLUMBING ROUGH IN June 4 2008 8 17 42 AM 1pangrle GREG 204 3072 PLUMBING ROUGH IN COMMENTS AND NOTES PHONE (253) 840 1849 PHONE (360) 379 1465 FAX(TX) I DATE (START T 1 RECEIVER I 0011JUN /021 01 57PM1836038557614151621 TO COMPANY D�..D T2l C_ FAX g6,6 _-•6 NUMBER OF PAGES INCLUDING COVER. z O D m A 2 O O O 0 0 O rn 0 v m z E o 0 0 rn TRANSACTION REPORT JUN /02/2008/MON 01 57 PM W A S H I N G T O N U S A. FAX TRANSMITTAL ICOM TIMEIPAGEI 1 0 00 231 1 I Department of Public Works /Utilities 321 East Fifth Street, Port Angeles Washington Phone (360) 417 -4735 FAX. (360) 417 -4711 I FROM a•s Trent Peppard Senior .Electrical Inspector /Traffic Signal Technician .a a �4'�14g5- Email. tpeppardccityofpa.us Website: www:clty Qfpa<us 321 East Fifthareel PA Box 11-50 c ;1 z z m m d m -n m Z 71 o m W AS NINCTOR, U.S.A. PuDllc Works a.. Ut14tMe uepertment a o mom�..,, T ro m 0 o i 9 V S m P 01/01 TYPE /NOTE IFILEI' OK SG3127171 Fax: 360 -417 -4711 i Pbrt.Angele's, WA'98362 *0217 WASHINGTON, FAX TRANSMITTAL TO COMPANY A) FAX# 3g5 NUMBER OF PAGES INCLUDING COVER. USA Department of Public Works/Utilities 321 East Fifth Street, Port Angeles Washington Phone (360)417-4735 FAX. (360) 417-4711 FROM P °gT A NGELE5 Public Works Utilities Department Website: www.cityofpa,us Fax: 360-417-4711 321 East Fifth-Street P.O. Box 1150 Port Angeles, WA 98362-0217 Trent Peppard Senior Electrical inspector Traffic Signal Technician 'Phiatie: Email tpeppard@cityofpa.us 74 0 x 0 -a rr 4 4 r 4 4s- 44 7 444, Villa g Zaaa a at 4■ 20 PVC 44 ill•MMI 2 PREPARED 5/28/08 9 26 14 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/28/08 .ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBA MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR ME1 01 5/28/08 PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLEW 01 4/04/08 JLL BLDG FOUND FTG /STEM WALL 4/04/08 AP April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 PM jlierly BL3 01 4/21/08 JLL BLDG FRAMING 4/21/08 AP April 21 2008 8 53 04 AM 1pangrle ROBERT 206 719 0831 SUBFLOOR April 21 2008 4 12 20 PM jlierly BL9 01 4/28/08 JLL BLDG SHEARWALL 4/28/08 AP April 28 2008 9 17 43 AM 1pangrle ROBERT 206 719 0831 SHEARWALL April 28 2008 3 53 35 PM jlierly BL3 02 5/28/08 JL BLDG FRAMING May 28 2008 8 32 06 AM 1pangrle GREG 360 204 3072 FRAMING PERMIT ME 00 MECHANI PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS JLL May 28 2008 8 33 25 AM 1pangrle GREG 360 204 3072 MECHANICAL (ROUGH INS) COMMENTS AND NOTES APPROVED 0 0 0 /WO W NEFyONTRACTOR ADDRESS ,2 9 ELECTRICAL INSPECTION- WIRING REPORT 417 -4735 46/ r a I.- L.4-6 6- CORRECTIONS NEEDED 14J/ iD/r /C GD (.4J PERMIT INSPEC I 'm _4* NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL FIRE SPRINKLER SYSTEM Owner JOHN M KOLB LONA M KOLB 2098 VICTORIA AVE PORT TOWNSEND WA 98368 (360) 379 1465 Structure Information 000 000 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Special Notes and Comments Call for cover inspection for all sprinkler installations full aeceptance'test'will be required for all fire alarm systems Fee summary Permit Fee Total Plan Check Grand Total FIRE SPRINKLER FIRE SPRINKLER 126805 00 5/16/08 11/12/08 Charged 00 00 00 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5 Street, Port Angeles, WA 98362 08 00000590 762680 2009 VILLAGE CIR 06 30 13 5 7 0070 0000 MIKE KOLB FIRE SPRINKLER SYSTEM RESIDENTIAL HIGH DENSITY 2574 Contractor INNOVATED FIRE SPRINKLERS 81 NEW HAVEN LANE PORT ANGELES (360) 452 .7583 INSTALL FIRE SPRINKLERS RESID SYSTEM Plan Check Fee Valuation Paid Credited 00 '00 00 00 00 00 Date 5/16/08 WA 98362 A Due 00 .00 00 0 0 0 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Signature of-Contractor or Authorized..Agen r. Date Signature of Owner Of Owner is builder) Date a 0Q 1 Call 360- 417 -4655 for fire 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. Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Date Passed UNDERGROUND STORAGE TANK (UST) ABANDONMENT Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments Completed by Contractor 2/15/00 psi psi 0 Q 0 _7 3 ■5) A City Permit 08 -590 PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417 -4650 FAX (360) 417 -4659 Fire Sprinkler System Plan Review Project Name Private Residence Address 2009 Village Circle Installer• Innovated Fire Installer Telephone 452 -7583 Type of System Open 13 13 R E 13 D Date 5 16.2008 PAFD Permit 08 -19 We have checked this plan and find that it conforms to the requirements of the code Additional Comments All systems, including underground mains, shall be installed by a state licensed and certified company Systems shall be installed per the applicable NFPA Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all 13D systems Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFPA Standard. This 13D system will require a measured flow test. Contractor Al Building Department Fire Department Reviewed by LQZ ADO Date 5 tb•ta TLO L FROX PUBLIC WORKS /BUILDING DIVISION V RE ADDRESS c-d Q V( c l NAME /CONTACT `0 /to c e-1'►+ PHONE: 95 53" PERMIT NUMBER O 0 PROJECT DESCRIPTION (sl '1.'re P H h ,1 5 t'1 s 4 'l CO1+ ENTS/ CONDITIONS M FIRE DEPARTMENT o r PLANNING DEPARTMENT PUBLIC woRisinamrann DIVISION LIGET DST EDGY ENGINEERING G Pow= impApnim AImN ISTRATION CITY CLEM RISK MANAGEMENT NEW CONSTRUCTION ADDITION /ALTERATION RE'PIEWIRET JRN �?P C8-19 6 Applicant or Agent Vt e_ ftci r Phone Phone Owner's Address ZG ci8 v c f-�t� -2__ r'o ✓f Contractor /Engineer j ctf4- 6a k S' 2/Z,. hone YS' Z 7S Contractor /Engineer's Address 8/ 4/t,i H a License JA/dvd //Fs 0 y',7Z Expires Owner 1'1: rr "b Parcel Number Project Type Brief Description. Residential Check all that apply KNew Construction Addition Remodel Repair Re -roof Demolition Sign Heat System Other Floor Areas Basement 1St Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other 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 Existing (sq. ft.) Proposed (sa. ft.) Total footprint of structures J 7 sq ft. Lot size Max height of proposed structures ft Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type Commercial Multi- family .CY))4 per sq ft. For City Use Only Date Received 0 5-15-0 g Permit BR -t W) Date Approved (-/SZ -7553 cal /2/a 9 PROJECT ADDRESS 2,00 cl V, Q C Lot 7 Zoning wall- mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sq ft. Heat pump wood burning stove gas fireplace pellet stove other TOTAL VALUATION a tl, a d sq ft. Lot coverage of bedrooms of full baths of half baths Industrial 1 have read and completed this application and know it to he true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and o obtain permits prior to working on projects. Date S�y Dg Print Name vLCQ �-..T 12:6 .P�� r Forrnsif;uiidi g Divisio; 'Bldg Permit Appl. -2006 Code cioc PREPARED 5/13/08 9 25 46 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/13/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 5/13/08 JLL n PLUMBING ROUGH IN May 13 2008 9 11 25 AM 1pangrle BRIE 683 8336 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 4/28/08 13 48 22 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ 2009 VILLAGE CIR MIKE LONA KOLB HI LINE HOMES JOHN M KOLB LONA M KOLB 06 30 13 5 7 0070 0000 08 00000248 RES NEW SFR BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS BLEW 01 4/04/08 JLL 4/04/08 AP BL3 01 4/21/08 JLL 4/21/08 AP BL9 01 4/28/08 BLDG FOUND FTG /STEM WALL April 4 2008 8 15 25 AM JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 BLDG FRAMING April 21 2008 ROBERT 206 719 SUB FLOOR April 21 2008 BLDG SHEARWALL April 28 2008 ROBERT 206 719 SHEARWALL 8 53 0831 4 12 9 17 0831 SUBDIV PHONE PHONE COMMENTS AND NOTES 1pangrle PM jlierly 04 AM 1pangrle 20 PM 43 AM (253) 840 1849 (360) 379 1465 jlierly 1pangrle PAGE 14 DATE 4/28/08 ELECTRICAL PERMIT A11 INSPECTION RECORD CITY OF PORT ANGELES 360- 417 -4735 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New Home Owner Kolb Mike Lona 2009 Village Circle PORT ANGELES WA 98362 (360) Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total Charged 91 00 00 91 00 08 00000475 825450 2009 VILLAGE CIR 06 30 13 5 7 0070 0000 ELECTRICAL ONLY RESIDENTIAL HIGH DENSITY 0 Contractor ELECTRICAL NEW RESIDENTIAL DOUBLE D ELECTRICAL PO BOX 957 PORT LUDLOW (360) 385 1130 125088 91 00 Plan Check Fee 00 4/24/08 Valuation 0 10/21/08 Qty Unit Charge Per 1 00 69 0000 ECH EL R SQFT FIRST 1300 1 00 22 0000 5C EL R SQFT ADDITIONAL 500 Paid Credited 91 00 00 91 00 00 00 00 Date 4/24/08 WA 98365 Extension 69 00 22 00 Due 00 00 00 INSPECTION ELECTRICAL TYPE DATE RESULTS INSPECTOR DITCH SERVICE ROUGH IN FINAL COMMENTS VelP !ENTER APP !TO PLAN REVIEW RETURN FROM PLAN REVIEW(APPROVED) V !RECEIPT TO CASHIER !PAID !PERMIT ISSUED (FAXED TO CONTRACTOR INSPECTIONS !FINAL DATE 1- !z 3 CA L.11.3/Cti PREPARED 4/21/08 9 34 09 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/21/08 ADDRESS 2009 VILLAGE CIR SUBDIV TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER JOHN M KOLB LONA M KOLB PHONE (360) 379 1465 PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08- 00000248 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFW 01 4/04/08 JLL BLDG FOUND FTG /STEM WALL 4/04/08 AP April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL April 4 2008 2 50 51 PM jlierly BL3 01 4/21/08 .R BLDG FRAMING April 21 2008 8 53 04 AM 1pangrle ROBERT 206 719 0831 SUBFLOOR COMMENTS AND NOTES Apr 22 08 11 53a 6 8 04 manixarmatasminam Inspection Date Double D Electrical Inc Job wired by Electrical Contractor Owner €lectrical contractor name License number Date Expires Doi~ble D alec+rztc€ tow6Lbe 4KaPb Purchaser's mailing address P.O Bcx 457 LI) Re_ 17/6 SI q City State ZIP 1 R 1 Qv l ,c.. we,. 96339 I�1I► rnw Telephone number FAX number ,3 1%0 :385 -1 130 3120 -38 5-5 'Premises owner's name n� tkp Lc it a KC I Address of inipe tie tl a C' L r0_1e P-v\ 1 Phone number to se educe inspection: Owner as defined by RCW 19.28.261•(!) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sate. 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 instal- lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC, Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications. /Sign bur f owner elec lean tisrae or electrical administrator �X n r` 7 b iF,ri ra j Date: Electrical Load Additions and or subtraltiona O NO LOAD CHANGES D Baseboard KW O Furnace KW 0 Overhead Service 0 Heat Pump Ton LAR 0 Temp Service O Fan •Walt KW 0 Underground Service SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360 -417 -4735 ROUGH -IN THERMOSTAT SERVICE .L ..rte= 'i zi. Date App a By J Date Approved By Dale Approved By FINAL DJTCH 'N FADER 3 W 6--1 z-ce Dal Approved By Dale A vet By Due Approved By Arca, Building or Equipment Inspected 360 3855761 ELECTRICAL WORK PERNIITAP .PLICATION 12,• Ea-x 3,D qI 7 e7i7,1/ /lnstsliation description Commercial Residential rdsriew Altered/Addition O Cash 0 Check Credit Card Visa Mastercard Discover Card# 0 A__ Fi L. Expiration Date of card L le Inspection fee I/! 4" C5. Service Information Voltage Phase 0103 Service Size: Feeder Size: Action Taken Electrical Inspector 3/z3-a g7/3 0° u &r I iv I ex 1 1 I 1 I 5=4 --48 I ,eft 61 oc-Irce4 f 7" a ettar� trio, i I vii I 1 I I 1 1 I a 1 P 1 PREPARED 4/04/08 9 33 58 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/04/08 ADDRESS 2009 VILLAGE CIR TENANT NBR MIKE LONA KOLB CONTRACTOR HI LINE HOMES OWNER JOHN M KOLB LONA M KOLB PARCEL 06 30 13 5 7 0070 0000 APPL NUMBER 08 00000248 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFW 01 4/04/08 1 SUBDIV BLDG FOUND FTG /STEM WALL April 4 2008 8 15 25 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL COMMENTS AND NOTES PHONE (253) 840 1849 PHONE (360) 379 1465 Application Number 08 00000380 Date 3/27/08 Application pin number 409500 Property Address 2009 VILLAGE CIR 1 ASSESSOR PARCEL NUMBER 06 30 13 5 7 0070 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 0 Owner Contractor Kolb Mike 2098 Victoria Ave PORT TOWNSEND (360) 379 1465 WA 98368 SHAMP ELECTRICAL CONTRACTING PO BOX 383 PORT ANGELES WA 98362 (360) 452 1689 Permit ELECTRICAL TEMPORARY SERVICE Additional desc Permit pin number 123737 Permit Fee 40 00 Plan Check Fee 00 Issue Date 3/27/08 Valuation 0 Expiration Date 9/23/08 Qty Unit Charge Per Extension 1 00 40 0000 ECH EL TEMP SRV 0 60 SRV FDR 40 00 Fee summary Charged Paid Credited Due Permit Fee Total 40 00 40 00 00 00 Plan Check Total 00 00 00 00 Grand Total 40 00 40 00 00 00 INSPECTIOI\ TYPE DATE DITCH SERVICE ROUGH IN FINAL COMMENTS: ELECTRICAL RESULTS INSPECTOR Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc NEW 1 716 SQ FT HOME NO GARAGE Owner JOHN M KOLB LONA M KOLB 2098 VICTORIA AVE PORT TOWNSEND (360) 379 1465 Structure Information 000 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T•\Policies \1102.15R 1/05) WA 98368 Unit Charge Per Qty Unit Charge Per BASE FEE SANITARY SEWER HOOK UP 1 00 120 0000 EA SAN SEWER HOOKUP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000248 251584 2009 VILLAGE CIR 06 30 13 5 7 0070 0000 MIKE LONA KOLB RES NEW SFR RESIDENTIAL HIGH DENSITY 145860 Contractor 123000 120 00 Plan Check Fee 3/18/08 Valuation 9/14/08 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background Date 3/18/08 HI LINE HOMES 11306 62ND AVE EAST PUYALLUP (253) 840 1849 000 NEW 1 716 SF SFR NO GARAGE TOTAL LOT COVERAGE CONSTRUCTION TYPE V B FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5842 00 PROPOSED LOT COVERAGE 1716 00 TOTAL LOT COVERAGE 1716 00 NUMBER OF UNITS 1 00 WA 98373 29 30 PUBLIC WORKS RES WATER SERV 3/4 DROP IN METER 123018 230 00 Plan Check Fee 00 3/18/08 Valuation 145860 9/14/08 Extension 230 00 00 145860 Extension 120 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. Nature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4807 FOR UTILITY 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY.APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PWL' ENGINEERING 417 -4807 'FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T•\Policies\ 1102.15R [1/05). RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL —DATE' ACCEPTED YES' NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT. I PLANNING DEPT BUILDING COMMENTS of pORT yQE S N car ttuc v.<0 Application Number Application pin number CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000248 251584 Special Notes and Comments All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) March 10 2008 5 08 11 PM sroberds The proposal is in the RS 9 zone in an approved PRD No land use issues are anticipated as proposed Lot coverage is 29% Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense March 6 2008 3 58 36 PM rlarson 360 417 4706 Underground electrical available at the south edge of Lindburg Road right of way in line with the west property line of Lot 7 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete EROSION SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK March 7 2008 8 01 54 AM rbecker Do you plan on installing a fire sprinkler system or lawn sprinkler system? Open fire systems do not require backflow assemblies Closed fire systems require a backflow assembly DCVA Lawn sprinkler systems require a backflow assembly DCVA If you have any questions call Ron Becker at (360)417 4886 Other Fees Fee summary Page Date 3/18/08 SEWER SYSTEM DELV CHARGE 1125 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1265 00 Charged Paid Credited Due Permit Fee Total 350 00 350 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 2394 50 2394 50 00 00 Grand Total 2744 50 2744 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 as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T•\Policies \1102.15R [1/05] CALL 417 -4807 FOR UTILITY 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK, CURB GUTTER DRIVEWAY.APPROACH :BACK -FLOW DEVICE rT•\Policies \1102.I5R [1 /05] RESIDENTIAL .I' 'CONSTRUCTION R.W PW/,' ENGINEERING 417 -4807 FIRE' 4174653 I PLANNING DEPT. 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD FINAL INSPECTIONS REQUIRED PRIOR TO O CCUPANCY/USE DATE YES' NO COMMERCIAL l DATE— F ACCEPTED I YES' NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING 1) 4 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc NEW 1 716 SQ FT HOME NO GARAGE Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 46 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Date Print Name MECHANICAL PERMIT T Forms /Building Division/Building Permit (10 /01 /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000248 251584 2009 VILLAGE CIR 06 30 13 5 7 0070 0000 MIKE LONA KOLB RES NEW SFR RESIDENTIAL HIGH DENSITY 145860 Contractor JOHN M KOLB LONA M KOLB HI LINE HOMES 2098 VICTORIA AVE 11306 62ND AVE EAST PORT TOWNSEND WA 98368 PUYALLUP WA 98373 (360) 379 1465 (253) 840 1849 Structure Information 000 000 NEW 1 716 SF SFR NO GARAGE Other struct info TOTAL LOT COVERAGE 29 30 CONSTRUCTION TYPE V B FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS Date 3/18/08 1 00 5842 00 1716 00 1716 00 1 00 BUILDING PERMIT RESIDENTIAL 1 716 SF SFR NO GARAGE 121749 1277 85 Plan Check Fee 511 14 3/18/08 Valuation 145860 9/14/08 Unit Charge Per BASE FEE 5 6000 THOU BL -100 001 500K (5 60 PER K) 122895 104 45 Plan Check Fee 3/18/08 Valuation 9/14/08 Qty Unit Charge Per BASE FEE 1 00 14 8000 ECH ME INSTALL 100- FAU 4 00 7 2500 ECH ME VENT FAN 1 00 10 6500 ECH ME OTHER APPL N/R Extension 1020 25 257 60 00 0 Extension 50 00 14 80 29 00 10 65 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 Sign tie of Contractor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT YES NO FINAL FINAL PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I I I FIRE DEPT PLANNING DEPT 417 -4750 I I I I PLANNING DEPT BUILDING 417 -4815 I I I I BUILDING T Forms /Building Division /Building Permit (10 /01 /07).wpd DATE ACCEPTED BY. DATE ACCEPTED BY. DATE ACCEPTED I YES I NO I I I I I I I I Other Fees T Forms /Building Division/Building Permit (10 /01 /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 3/18/08 Application Number 08 00000248 Application pin number 251584 Permit PLUMBING PERMIT Additional desc Permit pin number 122903 Permit Fee 142 00 Plan Check Fee 00 Issue Date 3/18/08 Valuation 0 Expiration Date 9/14/08 Qty Unit Charge Per Extension BASE FEE 50 00 9 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 63 00 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 1 00 7 0000 ECH PL- EA WATER HEATER 7 00 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) March 10 2008 5 08 11 PM oberds The proposal is in the RSA one in an approved PRD No land use issues are ant!cipated as proposed Lot coverage is 29% Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense March 6 2008 3 58 36 PM rlarson 360 417 4706 Underground electrical available at the south edge of Lindburg Road right of way in line with the west property line of Lot 7 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete EROSION SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK March 7 2008 8 01 54 AM rbecker Do you plan on installing a fire sprinkler system or lawn sprinkler system? Open fire systems do not require backflow assemblies Closed fire systems require a backflow assembly DCVA Lawn sprinkler systems require a backflow assembly DCVA If you have any questions call Ron Becker at (360)417 4886 SEWER SYSTEM DELV CHARGE 1125 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 Contractor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION- FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417-4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T Forms /Building Division /Building Permit (10 /01 /07).wpd YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING FINAL FINAL DATE ACCEPTED BY. SEPA. ESA SHORELINE. DATE ACCEPTED BY. Application Number Application pin number Other Fees Fee summary T.Forms /Building Division/Building Permit (10 /01 /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000248 251584 Page 3 Date 3/18/08 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1265 00 Charged Paid Credited Due Permit Fee Total 1524 30 1524 30 00 00 Plan Check Total 511 14 511 14 00 00 Other Fee Total 2394 50 2394 50 00 00 Grand Total 4429 94 4429 94 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 Contractor or Authorized Agent Signature of Owner (if owner is builder) INSPECTION TYPE DATE FOUNDATION• FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 C SHEAR WALLIOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING I FIRE I PLANNING DEPT BUILDING 417 -4807 T Forms /Building Division /Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORi. INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. 417 -4653 I 6 -10-oK I01-1- 5 TT 0 a 3 7 t-i- 4 -7. g -o8' 1 ALL -13 -O8. 7L-L- ACCEPTED YES NO (,�rI -CW F ru- w� rh a� l► h 417 4750 I Q I T I 417 -4815 I p og COMMENTS 16- -US Pivfintalhj i ugtiir2 TU- 1 FINAL 1 O g DATE Ta- SEPA. ESA. I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL s ub f oar -08 o c L 6 R oc��L► -fi ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. ACCEPTED YES I NO v O O FINAL g I( DATE ILL- ACCEPTED BY. V The City of Port Angeles Building inspections Dept. Upon reviewing the single family residential plans submitted for permit, the following are some of the items that will need to be taken in to consideration. F011n dation Footing The minimum size of a footing in Seismic zone D2 are as follows. (1 Story 12" W/ 6" min. thick) (2 story 1S" W/ 7" min. thick) (3 story 23" W/ 8' min. thick) (Load bearing value of soil 1,500 (psi) With 2 4 bars horizontal continuous 3" off the bottom of footing The minimum specified compressive strength of concrete in basement walls, foundation walls, exterior walls and other vertical concrete work exposed to weather in moderate weathering table R402.2 of the IRC is 3000lbs with a min. of' 5% air entrained, but not more that 7% Foundations in seismic categories D2 that exceed 50' -0" in either direction are required to have a continuous footing per section 8403.1.2 including support of an interior braced wall line. Locating and marking the property boundary is required for a footing inspection. Tables in chapter 4 of the IRC. Will be applied for soils that are heavy in moisture (hydraulic) in nature or foundation wall over 5' -0" in height. Verify site conditions and unbalanced back fill at time of application. Foundations Drains are required as per section R 405.1 (see exception for soil classification) 2- Foundation walls. Vertical steel in foundation walls as of July 1 2004 Vertical bar reqd to be #4 bar with a hook and tied to the footing steel in place at 4' -0" 0 C. at footing inspection. One #4 bar horizontal within the top 12 "of the wall. anchor bolt with a 3" x 3" x' steel washer is required at 6' -0 "OC for a 1 story and 4' -0 "OC for a 2 story, along and within 12" of each end the pressure treated sill plate. Crawl space ventilation is required at (1') s.f. of vent per (150') s.f. of area per sec. R408.2. 2003 IRC. 6 mill black poly is required in crawl space as a below grade moisture barrier per section R406.3.2 2003 IRC. Finish grade shall be a 6" slope away from foundation within 10' -0" of the foundation wall measured horizontally as per sec. R406.3 2003 IRC. 3- Framing All connections from a pier to a post and beam are required to have positive connection per code. In addition any connectors/ fasteners in contact with treaded wood are req'd to be hot dipped zinc /gals (See manufacture details.) All floor joist are required to be blocked with 2x material at the beam support. 7/16" OSB sheathing is required to be nailed to pressure treated sill plate and bottom plate or sole plate of wall. (or other approved hold down's). Attic ventilation is required at (1') s.f. of vent per (150') s.f. Of area with an allowable 50% of ventilation can be located in the upper portion of the ridge if applicable per 2003 IRC. Truss design and calculations are required upon submitting an application, lateral connections are required to end walls where truss rafters are perpendicular to end walls. A truss /rafter tie shall be required to prevent uplift per code. 4- Braced Wall Lines In Seismic category D2 exterior and interior braced wall lines cannot exceed 25' -0" Wall bracing must start within 8' -O" of a transverse wall or a designed collector Standard wall bracing methods are required as per section 8602.10.3 of the 2003 IRC. If the wall bracing methods cannot be met, then refer to "Alternate Braced wall panel" Section 602.10.6 of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL" design. Section R602.10.9 for interior braced wall line support for 1 and 2 story buildings require a continuous footing supporting a braced wall line, interior and exterior not to exceed 50' -0 "intervals. 5- Egress. Rooms used for sleeping are required to have one window with 5.7'S.F of openable space and a sill height of not more the 44" above finished floor for emergency escape per 2003 IRC. 6- Energy and Air Quality Insulation, Heating, Air conditioning, Lighting, Windows and Appliances to meet 2003 WSEC VIAQ New single family structures are required to have a whole house exhaust fan with a 24hr timer per table 3 -1, 3 -2, 3 -3 of the 2003 VIAQ Mechanical fresh air intake (FAI) is required to have a 24 hr timer or windows in all bedrooms and living, dining area may have intake ports for fresh air per 2003 VIAQ if zone heat is applicable. 7- Dry Wall. (Gypsum wall board) 5/8" type "X" sheets rock is required in the accessible usable space under stairs and on ceiling of a garage only if a habitable area is located above the garage. The rating of the sheet rock nail pattern must be visible to the inspector Nail pattern for all sheet rock and 5/8" to be 8" on center and 12" OC if drywall screws are used. Per table 702.3.5 of the 2003 IRC. Interior braced wall panels are to be inspected prior to tape, bed and texture. Moisture resistant wallboard is required around w /c. A cementuous backer board is required for tiled areas at tub and showers. Vapor barrier is required. A perm rated paint may be substituted for a poly vapor barrier on the warm in winter side. 8- Plumbing. Water heaters are required to have two approved seismic straps in the upper and lower 1 /3 of the tank per UPC. T&P valve to be I.D and directed to the exterior and turned 90 degree downward not less that 6 -12" above finish grade. Water heater s are required to have a 26 ga. Pan of other approved drain pan with a 3 A" drain Iine from pan to exterior Impact protection for w/h and mechanical equip are required to resist 6,0001bs impact if located in the garage area. All DWV are req'd. to be tested under water pressure per 2003 UPC or air test (consult manufacture recommendations for air test) Min. test pressure in Residential LPG is 30 lbs. 9- Smoke detectors. shall be located in each sleeping room and in the hall leading to each sleeping area. One smoke detector is required at the top of each stairs, and at least one smoke detector is required on every floor level. Smoke detectors must be within 6" to 12 "from the ceiling if mounted on wall. Smoke detector shall not be less than 36" from any air return. Power supply for smoke detectors shall be from the main house supply that is not switched and required to be battery back up. Smoke detectors to be inter connected so that if one smoke detector alarm will start a chain reaction to all other smoke detectors as per code. 10- Maximum building height allowable is 30' -0" based on an average grade plain per 2003 IRC. Property pins shall be located and marked for a footing inspection to verify zoning set back requirements. 11 Safety glazed tempered glass required within 24" of any doorway edge, along with other requirements as per 2003 IRC. 12- All water, sewer, gas, electrical, drywells, downspouts and footing drains are required to be inspected before cover This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL" 4/05. Applicant or Agent O Ja ;d /'1 O Address Contractor /Engineer Contractor /Engineer's License N PROJECT ADDRESS 4c 0 9 Parcel Number Proiect Type Brief Description. Check all that apply XNew Construction Addition Remodel Repair Re -roof Demolition Sign Heat System Other Floor Areas Basement 1 Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other 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 :.r,4 t 4L KoL..R in Phone 3 o C_.0 A irt, `h.nHA 1 /f: 9J 1/ /C, re; 2 ✓E /Sf L i/'y /4o44 es Address /1 3 n b 4 9 3 D wall- mounted projecting freestanding awning other Total sign area sq. ft. Maximum allowed sign area sa ft. Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) /7/,b Residential 1 0 lC 1 1 o e-4 8_1,N C e<C Total footprint of structures l 7 1 r` sq ft. Max. height of proposed structures I ii. Q.yt Will a lawn sprinkler system be installed? N Will a fire sprinkler system be installed? IA v I .0 1 t V D 1 Proposed (sq. ft.) SG Occupancy group Occupant load Construction type projects. Date 27- 1) Print Name rr P 1K 0 1, (.3 Signat T Forms /Building Division /Bldg Permit Appl -2006 Code doc -37 9 /V61 K. cJ Phone 7 9 96s PO 2 j °u)N1 ry D w P1 q 36 S Phone s'3 5t o /4' 9' S PV y u i 104 gI3 Expires ///b'/ C) e( L/= 14w,. tad Lot 7 Zoning Commercial Multi- family Industrial For City Use Onl Date Received _2_-2-1 0 Permit# OS- 1 Date Approved per sq ft. TOTAL VALUATION Lot size 5 g 7r sq ft. Lot coverage 3 of bedrooms of full baths of half baths 3 1 I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on 5 ve, R 7/30/8 r hey cah aAek a. 5 S Q,F+ Sh 4 bud not 0- Gak-r® v -Co Keep d� 30 20 1 o' .COWx-ek-ge igitt —Lindberg-Rd: -Village eir a) 02/28/2008 THU 14 17 FAX 360 6832774 Olympic Peninsula Title JQDI-LEE OL'y fvlF lC PFNIN I I r LL. COMPANY TITLE INSURANCE ESCROWS Date 02/28/08 To LINDA PANGRIE Fax. 417-4711 AGENTS FOR TRANSNATION TITLE INSURANCE COMPANY FAx From. Pages (Including Cover) A_ Subject. KOLB. LOT 7 PENINSULA VILLAGE HI LINDA_ HOW ARE YOU TQDAY? I HOPE GREAT. HERE IS THE STATUTORY WARRANTY DEED, SbnWING THE KOLB'S AS THE NEW OWNER'S. THANKS SO MUCH. AND HAVE A GREAT DAY! ass W Svruco S Suite b P.O. Box 1474 Seolm, WA 360 683.4 I 70 FAX (360) 68a-^774 I 800.488 -0864 Z001/004 02/28/2008 THU 14 18 FAX 360 6832774 Olympic Peninsula Title File Number 02090082GN STATUTORY WARRANTY DEED THEORANTDRISI OLYMPIC VIEW PARTNERS LLC A WASF1INGTONT LIMITED LIABILITY COMPANY tan end b conel daet/on o1 TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION In hand pad, convoys, en0 Wenar to JOHN M. KOLB AND LONA M. KOLA, HUSBAND AND WIFE the lellowIng deaodbed reel eetaee, elwated In the County of CLALLAM Stet• of WaehIn ton; LOT 7 PENINSULA VILLAGE, AS PER PLAT RECORDED IN VOLUME 25 OF PLATS PAGE 6 RECORDS OF CLALLAM COUNTY WASHINGTON SITUATE IN CLALLAM COUNTY STATE OF WASHINGTON SUBJECT TO SEE =roil' A ATTACHED HERETO AND MADE A PART HERROF Abbfevleted Lege: (Roqubsd If full legel act Inserted above.) LT 7 PENINSULA VILLAGB Tea Panel Numbees); 063013 570070 Doted; February 2_1 2008 State of County of Dated When recorded rotaen to: OLYMPIC PENINSULA 'TRANSACTION EXCISE r/V( PAD tiB 2 2 2008 AMOUNT6 OdO COU TFiEASURER 2008 1216608 Page t of 3 Warranty Dcod O1 mpio Penlnoula Title Company Clallam County Washlnyton 02/22/2008 03 47 27 Pry 111116% �+III,f111.4 G��N�� N+Ukli�'�RI4'I1,If5ll1111111 OLtPI¢ VIEW PARTNERS LLC f c' cAluW S5 NCER, MANAGING r Mta 32' SEE cz._ L C L\ (Q_ I certify that know or have satisfactory evidence that (is /are) the person(s) who appeared before me and said persona) acknowledged that signed this instrument on oath stated that authorized to execute the instrument and acknowledge it as the of to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument Notary noire printed or typed: Notary Public in and for the State of Residing at My Appointment f*onres: LPB 10.05 Z002/004 02/28/2008 THU 14 18 FAX 360 6832774 Olympic Peninsula Title a003/004 State of California County of Los An¢eles )ss. ACKNOWLEDGEMENT On February 21 2008, before me, Robin Baer Spencer a notary public, personally appeared Cary W Spencer proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /arc subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ics), and that by his/her /their signature on the instrument the person(s), or the entity upon beh of which the person(s) acted, executed the instrument, is true and correct. WITNESS my hand and official seal Signature 1/ 2 (Seal) 200E 1216606 02122/2006 03A7;27 PM 2 or Chllam County, WA WD OLY TITLE COMPANY /OLYMPIC VIEW I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph ROBIN BAER SPENCER COMM. #1615722 Homy mut CAul j LOS ANGELES COUNTY 034101. Drp. OCT 23, 2009 02/28/2008 THU 14 18 FAX 360 6832774 Olympic Peninsula Title 1 004/004 File Number 020900d2GN READ ACCEPTED AND APPROVED z JOHN M KOLB EXHIBIT A 2008-1216508 02222008 03:47:27 PM 3 or 3 Clapem County, WA WD OLY TITLE COMPANY /OLYMPIC VIEW FUTURE LIABILITY FOR ASSESSMENTS AND /OR CHARGES IMPOSED SY ?ENINSULA VILLAGE LOT OWNER ASSOCIATION WHICH GRANTEES HEREIN AGREE TO ASSUME AND PAY ACCORDINGLY ALL COVENANTS CONT1TTIONS RESTRICTIONS RESERVATIONS, EASEMENT: OR OTHER SERVITUDES IF ANY DISCLOSED BY THE RECORDED PLAT OF PENINSULA VILLAGE EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER CLALLAM COUNTY RECORDING NO 239779 EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER CLALLAM COUNTY RECORDING NO 241639 AND Us DISTRICT COURT CAUSE NO 8258 COVENANTS CONDITIONS AND RESTRICTIONS 1MYUSED BY DOCUMENT RECORDED ON DECEMBER 12 2006 UNDER CLALLAM COUNTY RECORDING NO 2006 1192837 INCLUDING BUT NOT LIMITED TO FUTURE LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION WHICH GRANTEES HEREIN AGREE TO ASSUME AND PAY ACCORDINGLY LONA M KOLB PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information Building Department Use Only- Lot: 7 Permit Address. 4 c 4. ed 4c C Es Notes City (.L'1-" f State W 4 Zip C/ 6 A Contact:. ors c� Phone 2 z 7 ci Phone 2 FAX Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing 'Door W Wali Wall° o a Glazing l7- Factor Vaulted Overhead Interior Exterior on: Option :ArFloorof 'Vertical 'Factor Ceiling Ceiling 'Grade B e lo w ,Below `Flo Colab ric�efe .Grrade Grade: Unlimited III Group R 3 0 40 0 58 0.20 R 38 R 30 R -21 R 21 R 10 R -30 R 10 Occupancy Only This Project complies with the following: The project is a single family residence or duplex. 4 The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed in Table 6 -1 Option III. The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 1 One door that is 24 ft. or less, that does not meet the standards allowed. Location of the door taking this exception. 602.6 Exception 2. Doors with a U- Factor of 0 40 allowed without calculations, Option III only Location of the door(s) taking exception. Type of Heat Source: L",4 7 11 P Please complete and return to Public Works Engineering Department Electrical Service Information Form Applicant Information Permanent service: Name and address of party responsible for permanent service billing? Site contact: Contractor Electrician: Excavator Single- family residence Commercial Overhead service Underground service Street address lot number Nearest cross street: Desired connection date: Electrical Load Total square footage: Name. T M KvL t -orsA /I /ScL i I Street: ,2 o 0 C'_ r t2 C. C C City State ZIP e 0 .2 1 N t. Daytime Phone. G U Home Phone: Contact Information (if other than above) Name. Daytime Phone Name. 0 b Li Daytime Phone. Name: Daytime Phone: Name: it as g rc rr /-/c: ./..Company 3 L o Daytime Phone: Title. c C rearenpany ir 3 c`� Project Type Multi- family residence, of units ❑Subdivision of lots General service Other Project Information .2oo if \f(c c_ PG.E et i2C-L6 Public Works Engineering Department 417 -4700 Company 913 1 A/I Voltage Check all that apply 1 1 I b sq ft. ❑120/240 1 ph 0120/240 3ph Please provide a copy of the following *Detailed plot plan (dwg or .dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location *Connected load data. *Size and locked rotor amps of all motors over 50hp Supporting Main disconnect size: 0120/208 3ph ❑480 3W 3ph amps 0277/480 3ph ❑Other Z Standard residential loads (Lighting, refrigerator dishwasher washer) NC FLA) Range /Oven Hot Tub 2 Clothes Dryer Heating Pumps Hp) Water Heater Elevator Hp) Other Date ,u of Applicant's Signature. MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4709 EMAIL. gmclain @cityofpa.us (west half of city) Information form rlarson @cityofpa us (east half of city) WS City of Port Angeles Applicant Project Review Sheet Applicant:_ M o L I Owner 5. +yt .IS dt, e f t_. ril 1.4oc. Property Address Proposed Use. Is the proposed use listed as a permitted use or an accessory use in th .E Yes. Ok No requires PD Is this the only use (business, residence, etc.) On this site? review Yes. Ok No requires PD Has there ever been a subdivison, shortplat, or PRD approved for this site, or has one review been submitted and is pending approval? Does the proposed use require a new business license? Does the project extend into any required setbacks or cross any lot lines (interior or exterior)? Does the project exceed the permitted height allowance or cause the property to exceed the allowed lot coverage in this zone? Does the project require any additional parking or special design/landscape improvements in this zone? Have all the required submittals been provided by the applicant? ❑Site Plan Construction Drawings Parkmg/Dramage Plan ❑Civil Drawings Energy Calculations Supporting Engineers Calculations ❑Landscape/Lighting Plans Others. If Planning Department review is required, the processing time may be extended. If it is determined a separate Planning Department permit(s) is needed, the Planning Department must be approved prior to the issuance of any other permit. cant dZ 7- o d Date a0DT U;< Rc s 4- 4 Yes. requires PD review Yes: requires CC review El Yes: requires PD review Yes: requires PD review Yes: requires PD Does the project eliminate any existing parking spaces? review Yes: requires PD Is the project located within 200 feet of the shoreline? review El Yes: requires PD Are there any environmentally sensitive areas on or within 200 feet of the property review including: Wetlands or areas of standing water (year round or seasonal), Streams (year round or seasonal) Areas with a slope of 40% or greater or Areas that have evidence of past ground movement or erosion? 6 L Zoning: No Ok 2 No Ok No Ok O No Ok ;l No Ok ,2 No Ok No Ok Yes: Ok No Mark required item The information provided above is true to the best of my knowledge, I understand that in the event that any of this information is determined by the City to be incorrect, this project will be stopped until such time the City determines the correct information is provided and any subsequently required review and approvals are completed and granted. Manufacturer Milgard Windows Inc. Model Classic Series Type Vinyl U -Value .36 Window Schedule for 1716 plan Hiline Homes of Centralia Windows Quantity Size Handing Glazing area Total So. Ft. Location I width x height 1 4'0 x 5'0 20 20 Bedroom 2 1 4'0 x 5'0 20 20 Bedroom 3 *1 6'0 x 4'0 24 24 Mast. Bed 1 3'0 x 3'0 9 9 Bathroom 1 4'0 x 3'6 14 14 Kitchen 1 4'0 x 5'0 20 20 Living Room 1 8'0 x 5'0 40 40 Living Room s lid Glass Doors 1 6'0 x 6'10' sgd 41 41 Dining Rm Total glazing area 183 sq. ft. 188 1716 109 X 100 11% Glazing Area Conditioned floor Area Glazing Percentage If a sliding glass door option was chosen, switch the appropriate window w/ the sliding glass door and use the calculation below 1 6'0 x 6'10" sgd 41 41 Appropriate Room 205 1716 119 X 100 12% Glazing Area Conditioned floor Area Glazing Percentage All other doors, windows skylights do not need to be calculated do to the fact they meet all minimum requirements. ro P\.-a. PG Lk:-. i 1,.a 909¢ 9.4 N A.. Pork- 1o,,,'A 1 glr zhA L Ln ik, Con -77u _a CID or/ OF PORT ANGELES Cnnstcuct °o 4 -lana the Issuance of this permit based upon these plan specifi- cations and other data shall not prevent the buildihg official from thereafter requiring the correction of error; in said plans, specifications and other data, or from p'eventing building operations being carried on thereunder when in violation of all codes and ordinances of this fu isdiction. Approval Date 2i t•21Op By J (j11,ae. r.r-h- J Xxx i): \1n,.p f �x Pnrre.1 tt. rx., Sal SS100 7 \h p1 l PL. 19,c Na L, Jh,Ce? J .1 OA de P .MIA XXX O \0¢ r 0e `c .1 arc 3Q►„S"t GENERAL CONSTRUCTION NOTES 1. SUB- CONTRACTOR TO VERIFY ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS. IF DISCREPANCIES OCCUR PLEASE CONTACT THE DESIGNER. 2. SUB- CONTRACTOR IS RESPONSIBLE FOR VERIFYING.AND MEETING ALL LOCAL AND STATE CODEREQUIREMENTS. 3. THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWNON THE CS SHEET 4 SUB CONTRACTOR IS RESPONSIBLE.FORMEETING ALL. SAFETY REQUIREMENTS' AND STANDARD SAFETY PRACTICES THAT.ARERECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. 5.: FIRE BLOCKING IS REQUIRED AT ALL PLUMBING ELECTRICAL, AND MECHANICAL PENETRATIONS. 6. NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER. AND BUILDING DEPARTMENT 7 WHERE REQUIRED, USE A MIN. OF 3000. psi. CONCRETE PER I.R.C. TABLE R402.2 WHICH INCLUDES. FOUNDATION WALLS, PORCH. AND GARAGE SLABS, STEPS, AND. ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER: MAXIMUM STRENGTH IS AT 28 DAYS. 8: WATER HEATER IS TO BEINSTALLED PER MANUFACTURER SPECIFICATIONS, LR.C. REQUIREMENTS, AND THE STATE ADAPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER: THIRD OF THE TANK.AT THE LOWER STRAP STRAP IS TO.BE.4' MIN. ABOVE THE CONTROLLS. PER I.R.C. CHAPTER 13 SECTION M1307.2. WHEN INSTALLED INA GARAGE, WATER HEATER IS TO BE A MINIMUM OF 18' ABOVE THE FLOOR SLAB: MECH PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 9 USE 5/8' SHEETROCK OR I/2"SAG RESISTANT ON THE CEILING PER I.R.C. SECTION R702.3.5 AND TABLE. 10. FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, IAMBS, AND OTHER AREAS THAT WATER MAY. INTRUDE. PER THE I.R.C. INSTALL WINDOW PER MANUF INSTRUCTIONS 11. PROVIDE A MIN. 22x30 ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING SELF CLOSING DOOR IS BACKED WITH INSULATION. 12. NAIL ALL. TOP PLATES TOGETHER AT SPLICES W/ 10d NAILS 6' O.C. SPLICE TO LAP A MIN: OF 48" TYPICAL 13. CONTRACTOR IS RESPONSIBLEEFOR REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER. AND BUILDING DEPARTMENT 14 ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MIN. 20' x 24' OPENING NOT LESS THAN 5.7 SQ. FT 15. SEE THE El SHEET FOR :EXHAUSTFAN AND SMOKE DETECTOR. LOCATIONS. 16. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE. FOUNDATION. www HiLine Homes .com. ©copyright 2005 HiLine Homes' EXPIRES 01/24/2009 LATERAL DESIGN CRITERIA DESCRIPTION DESIGN:CRITERIA OPTIONS OCCUPANCY CATEGORY' SEISMIC USE GROUP SEISMIC/WIND IMPORTANCE FACTOR DEFAULT SITE CLASS SEISMIC DESIGN CATEGORY (SDC) SHORT PERIOD ACCELERATION (g) BASICWIND SPEED (MPH) WIND EXPOSURE FACTOR. MINIMUM WIND LOAD (PSF) MAXIMUM ROOF LIVE LOAD (PSF) ROOF DEAD LOAD (PSF) EXTERIORWALL.DEAD LOAD (PSF) INTERIOR WALL DEAD 'LOAD (PSF) A II 1.0 D D1 0.830 85 C 10 50:0 15 15 10 VALUE B' I I 1.0 D D2 1 170 120 C 10 30.0 15 15 10 6/12 j MAXIMUM ROOF SLOPE 6/12 GENERAL STRUCTURAL NOTE WIND AND SEISMIC. NATURAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST DESIGN BASE LOADS SET FORTH BY THE THREE CRITERIA OPTIONS LISTED ABOVE. THE STRUCTURAL SYSTEM IS DESIGNED TO TRANSFER LOADS TO A PRESCRIPTIVE FOUNDATION IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE (IBC). STRUCTURAL MEMBERS NOT A PART OF THE ENGINEERED STRUCTURAL SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT -FRAME CONSTRUCTION REQUIREMENTS OF 20061RC, DESIGN ENGINEER Reep Engineering Consulting, Inc. 8205 Sunset Lane I. E. (Gene) Reep, P.E. Pasco, Washington 99301 Washington License No. 14364 Phone: (509) 547 -9087 I.0 C No. 0465600 Cell: (509) 366 -2869 ARCHITECTRUAL.AND STRUCT UAL DRAWING .INDEX CS. COVER SHEET Al FLOOR PLAN A2 SECTIONAL PLAN A3. ELEVATION PLAN A4 ARCHITECTURAL DETAILS AS CABINET PLAN A6 TALL CRAWL FOUNDATION (OPTION) S1 FOUNDATION PLAN S2 SHEARWALL. PLAN S3 ROOF FRAMING PLAN S4 STRUCTURAL DETAILS El ELECTRICAL PLAN C I I 1.0 D D2 1 170 110 D 10 30.0 15 15 10 6/12 I— LL! w 0 I 0 (I) HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext. 129 PLAN: 1716ng DATE 02/11/08 JOB 10504451 CS GENERAL CONSTRUCTION NOTES 1. SUB-CONTRACTOR TO VERIFY ALL DIMENSIONS DO NOT SCALE THE DRAWINGS. IF DISCREPANCIES OCCUR PLEASE CONTACT THE DESIGNER. 2. SUB- CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS. 3. THIS STRUCTUREIS.ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN. ON THE CS SHEET 4. SUB- CONTRACTOR IS RESPONSIBLE FOR MEETING ALL SAFETY. REQUIREMENTS AND STANDARD.SAFETY PRACTICES. THAT ARE RECOMMENDED AND OR.REQUIRED BY STATE AND LOCAL AUTHORITIES. 5.. FIRE BLOCKING IS REQUIRED AT ALL PLUMBING ELECTRICAL, AND MECHANICAL PENETRATIONS. 6, NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER AND BUILDING DEPARTMENT 7 WHERE REQUIRED USE .A MIN. OF 3000 ps.i. CONCRETE PER I.R.C. TABLE R402.2 WHICH INCLUDES: FOUNDATION WALLS, PORCH AND GARAGE SLABS STEPS, AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. 8: WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS I.R.C. REQUIREMENTS, AND THE. STATE ADAPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER. THIRD OF THE TANK. AT LOWER. STRAP STRAP IS TO BE. 4" MIN. ABOVE THE CONTROLLS. PER I.R.C. CHAPTER 13: SECTION M1307.2 WHEN INSTALLED IN A GARAGE, WATER HEATER IS TO BE A MINIMUM OF 18' ABOVE THE FLOOR SLAB. MECH PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE 9. USE 5/5 SHEETROCKORI/2"SAG RESISTANT ON THE CEILING PER I.R.C. SECTION R702.3.5 AND TABLE. 10: FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS, AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE.I.R.C. INSTALL WINDOW PER MANUF INSTRUCTIONS 11. PROVIDE A MIN. 22x30 ROUGH OPENING FOR ATTIC ACCESS WI TIGHT FITTING, SELF•CLOSING DOOR THAT IS BACKED WITH. INSULATION. 12. NAIL ALL TOP PLATES. TOGETHER AT SPLICES W/ 10d NAILS 6' O.C, SPLICE TO LAP A MIN. OF 48" TYPICAL. 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING APPROVED PLANS AND COMPLYING WITH ALL. APPROVED REQUIREMENTS OF THE ENGINEER AND BUILDING DEPARTMENT 14. ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MIN. 20' x 24" OPENING NOT LESS THAN 5.7 SQ. FT 15. SEE THE El SHEET FOR EXHAUST FAN AND SMOKE DETECTOR LOCATIONS. 16. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL. LOADS FROM THE ROOF TO THE FOUNDATION. AREA SUMMARY FLOOR AREA HOSE BIB S.G: SAFETY GLAZING 1716 SQ. FT 9 I UTILITY 2e C r130 -71 1 0 TO) i W A SM L:.._ _IL .__A S -10" m 5' -10" ti 60610(SGD S.G. LIVING VAULTED PINING VAULTED 42 -1/4' HALF -WALL VAULT LINE .z Q. 8050 (X,O,X) —icy m L KITCt�EN i— I m VAULTED 2b --AN 9 I WI 7 1 =.r r. 3' =9 m cn c 13 -2" 26 -0" 24-75 u i PLANT-'1:.; FLOOR FLAN 52 -0" 6 -0" I .2' -11 3030IHS 40361H5 S.G. ti 60 40 HS le _J SHELF 1 102" I, 50 —102„ I. J. 1 r 24.• 2 -3 2„ r 16" 1/8' 1' -0' ATW r BW SH i 22" 26"1, 1 52 -0" 5 -92" 15' SHWR. W /GLS..D 1 5'- 4050 H5 6-0" 14 -12" U a a So rcv B 7 26 -0" 15 -54" 0" MASTER. SEp ROOM 10' -22 SOi(. 3 4050 HS 11' -102 74- —1C4 r 03 m Q Z m.g -JO Eh Qv w vycf' sty 0 0 a z 0 L.L. HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext 129 PLAN: 1716ng DATE 02/11/08 JOB#: 10504451 MANUFACTURED PRE- Z ENGINEERED TRUSSES 24' O.C. SOLID BLOCK AT BEARING -i BAFFLE BOARD W/ MIN. 1' AIR SPACE CANTILEVERED TRUSS r L- R -38 INSULATION 'SIMPSON' HURRICANE CLIPS H-1 (OR) H -2.5A UP TO 110 mph.:EXPOSURE C' H -2.5A ONLY BEYOND. R -21 INSULATION WI VAPOR BARRIER PAINT OVER SHEET ROCK R -30 FLOOR INSULATION �nrut7utlt +litt�; 5/8' G W.B. (OR) 1/2" SAG RESISTANT (I.R.C. R702.3.5) TYPICAL INTERIOR WALL. (2) 2x4 TOP PLATES OVER 2x4. STUDS 19.2' O.C. W/ G.W.B. EA. SIDE OVER 2x4 BOTTOM PLATE 3/4" T d&,G SUB FLOORING APA RATED 48/24 GLUED fl, NAILED L 11 1 1 SECTION A -A' TYPICAL l 4� PONYWALL 1 /4' 1 -0' ATTIC,ROOF VENT JACKS. 64 SQ. INCH EACH. TO BE INSTALLED. AT 1 FT FROM THE RIDGE. (OPTTIONAL.RIDGE VENT PER CONTRACT) :r- '9 -1/2' "I' JOISTS 19.2' O.C. 1 I,. P. it :i 1 4 )4 JUI. BLACK 6 MIL. POLY VISQUEEN VAPOR BARRIER THROUGHOUT CRAWL SPACE. MIN. ROOF MATERIALS. COMPOSITON SHINGLES CLASS B' 15 FELT OVER APA RATED 24/0 7/16 SHEATHING. L 111�Clt;il�ltltldl L 1 i I r I 2x VENT BLOCK (T .TYPICAL \..43/ EAVE END 7 TYPICAL EXTERIOR WALL. 2x6 TOP PLATES OVER 2x6 STUDS 16 O.C. OVER 2x6 BOTTOM PLATE OVER STRUCTURAL RATED 3/4" SHEATHING WRAP HOUSE W/ AN APPROVED WATER RESISTANT BARRIER PER IRC, R703.2 2 54, TYPICAL FOUNDATION Co .0 m co Q °h z_ 1,2 O ca Z 06 0v W xtZ 'p9) N LX O d z z O w HILINE HOMES 1130662ND AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext. 129 PLAN: 1716 DATE. 02/11/08 JOB.#: 10504451 SITE ADDRESS XXX VILLAGE CIRCLE PORT ANGELES, WA 98362 'CICI 0 0 I I LEFT ELEVATION 1/8' 1 1 .1 1 1 1 1 1 1 1 ."...!,1 1 T !.r,..!", 1-,!,1,1:::1,17'. I 1 4 ,.1 1 1 1 1 1 !,!,1.,!,:! 1 1- -1 1! 1 c----.!--, ,-1-1 1 1.„„-, 1, 1 1 I 1 I i 4. I- 4 •4, 4 I I 1x CORNER TRIM. HORIZONTAL SIDING ,FINISHED-GRADE BY OWNER SHALL SLOPE AWAY FROM BUILDING 6. .IN10 MIN. FRONT ELEVATION 1/8" =1-0' 2x6 BARGE Bb. W/ 1x2 TRIM 1— I it –71, El 0 1 1 I. 1 _I I I 1; 11 Cf -----j FIBERGLASS COMP SHINGLES CLASS "B' MIN. 5.G REAR ELEVATION 1/8' 1 -0' ,..1, 1 ..1 1'. 1. t 1 1 1 i I. I 1 I 1 1 1" LHj I,' '4' 1 :4 f 1 1 .1 1, 1 '1" 1' '1 1'1' 1 '1' '1 ELEVATION 1 /8. 1 -0' PROPER MATERIAL LENGTHS- FLOOR BARGE BOARD 1 NOTE: ADDRESS MUST BE LOCATED ON THE HOUSE WHERE IT IS EASILY SEEN FROM THE MAIN ACCESS ROAD (OWNER RESPONSIBILITY) HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840-1849 ext 129 PLAN: 1716ng DATE 02/11/08 j08#: 10504451 0- A3 "SIMPSON H -1 OR H -2.5A TIES U.N.O FILL. ALL NAIL HOLES. BEND TO CLEAR BOTTOM CHORD. 4 (WHERE REQUIRED). (2) 2X6 PLATES---/ TRIMMER fr 4 LAP ROOFING PAPER OVER THE GUTTER MANUF TRUSSES @24 O:C. 2x VENT BLOCKING WI BORED HOLES INSECT SCREENS. NAIL W/ 8d NAILS I @6" O.C. THROUGH ROOF SHEATHING. EAVE END DETAIL TYPICAL. JOISTS@ r''- CONTINUOUS 192" O.0 2 x 4 PLATES U:N.O BUILT UP HEADER 24" MIN. FOOTING 16 "t TRUSS TAILS NTS PONYWALL 7/ l f r CRAWL ACCESS DETAIL TYPICAL NTS NAIL ROOF SHEATHING W/ 8d COMMON NAILS 6" O:C. EDGE AND 12" 0 C. FIELD- MANUF TRUSSES 24" O.C. BLOCKING W/ VENT TO PLANE W/ OUTSIDE EDGE OF SHEATHING NAIL BLOCK TO TRUSS CHORDS 051 SHEATHING TO —I TOP PLATE 0.5.8 WALL SHEATHING NAIL W/ 8d COMMON NAILS @6 O.C. EDGE AND 12' O:C. FIELD U.N.O (OR) STAPLE W /16 GA. 1b' CROWN 14' LONG STAPLES 4" O.C. EDGE AND 6" O.C. FIELD. U.N.O TYPICAL (2) 2x6 TOP PLATES 2x STUD SHEATHING DETAIL NTS TYPICAL INSULATION CONT BEHIND "T" WALLS. 2X6 STUDS 16" O.C. EXTERIOR WALLS 2X4 STUD (INTERIOR WALL) t 2x6 DRYWALL BACKER V INTERIOR WALL DETAIL NTS HILINE HOMES 11306 62N1) AVENUE PUYALL.UP WA, 98373 (253) 840-1849 ext 129 PLAN: 1716ng DATE' 02/11/08 JOB 10504451 33" 30" 15" 36" 1BLW33/3630L W3015 W1530R W3612 JJ c' HOOD I I. STANDING MAX. REFER. 30" .RANGE J HEIGHT J 70" I LS836L B15R 117" B21L @45° KITCHEN OKITCHEN EATING BAR BEYOND DB24 821R @45 48" W4830 te, 1 r N N .N N N\\` /r DISH J' WASHER i 5' J v/ 836 DW24 SB36 TB12F LSB36R 144" LAV 1 1 i s. CVSVD60 60" VASTER BATH WINDOW SINK ,r I II ®KITCHEN NOTE' FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATING OR PURCHASING CABINETS. C 48INET ELEVATION NTS 36" BW3630R -LA -V 'I CVSVD60 60" BATH HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext. 129 PLAN: 1716ng DATE: 02/11/08 JO.B 10504451 I EXPIRES 01 /24/2009 ATTACH O.5. B. SHEATHING TO TOP PLATE WI 8d NAILS PER SHEARWALL PLAN NAILING NAIL TOP PLATES TOGETHER W/ 10d NAILS 12" 0 C. SPLICES ARE TO BE A MIN. OF 48" ATTACHED W/ 10d NAILS 6" 0 C. SHEATHING LAPS TOP PLATE ATTACH 0.5 B S HEATHING TO MUDSILL W/ 8d NAILS PER SHEARWALL PLAN NAILING ATTACH. MUD5ILL TO FOUNDATION WITH'i" ANCHOR BOLTS SPACED PER PLAN. SEE 51 PLAN GENERAL NOTES. 1- �t TOP FLANGE JOIST HANGER TO HANG OFF OF THE DOUBLE TOP PLATE OF THE CRIPPLE WALL. ATTACH HANGER PER MANUFACTURER SPECIFICATIONS: 'JG G' O G NOTE' 1. WHERE THERE IS LESS THAN 4 -0" OF UNBALANCED BACKFILL AND FOUNDATION WALL DOES NOT EXCEED 4 -6" STEMWALL IS PERMITTED TO BE 6" THICK W/ (1) #4 CONTINUOUS REBAR WITHIN TOP 12" OF FOUNDATION WALL FOR SEISMIC. DESIGN AREAS D1 AND D2. (IRC SECTION R404.1.4) 2 WHERE THEREI5 MORE THAN 4 -0" OF UNBALANCED BACKFILL WALLS MUST BE LATERALLY RESTRAINED AT THE TOP AND BOTTOM (OR) DESIGNED AS A RETAINING WALL. 3 FOUNDATION SUB CONTRACTOR IS REQUIRED TO VERIFY STEP LOCATIONS WITH. CONTRACTOR AND BUILDING DEPARTMENT 4 ALL CRIPPLE WALLS ARE TO BE SHEATHED AND NAILED PER SHEARWALL DETAILS' AS SHOWN ON PLANS. WHEN PLANS CALL OUT FOR LAG SCREWS OR TITENS INTO THE MUDSILL AND A CRIPPLE WALL MUST BE USED IN THAT LOCATION DUE TO SITE CONDITIONS THEN Z" x 7" ASTM A 307' BOLTS WI 2" WASHERS. SHALL BE USED ABOVE TO CONNECT THE TOP PLATES OF THE CRIPPLE WALL WITH BOTTOM PLATE OF THE MAIN LEVEL WALL ABOVE. 5 THE.FOUNDATION IN THIS PLAN IS "DESIGNED PRESCRIPTIVELY TN-NE MUDSILL CONNECTION 15 ENGINEERED. WHERE z" ANCHOR BOLTS ARE MISSED PER PLAN THEN A REPLACEMENT IS ALLOWED PER S1 GENERAL.NOTES. THIS PLAN IS TO SHOW THE SHEAR TRANSFER. FROM THE MAIN LEVEL WALLS. TO THE PRESCRIPTIVE FOUNDATION USING CRIPPLE WALLS THAT DO NOT EXCEED 6 FT IN HEIGHT USE SHEARWALLS AT ALL EXTERIOR CRIPPLE WALL PERIMETERS 1 n d 4 a Q 2x STUDS 16" O.C. j I .Il l C r. 2x BOTTOM PLATE a TBiG PLYWOOD SUBFLOORING 4' 4 L v w a_I i v h i i 1 ;1 I I I .i I II I- IiII i �i t 1 i I E I 11= I f i_i i t I i =i 3 =i i =i I i -i I I I -1 1 STEPPED FOUNDATION /CRIPPLEWALL G ■M 0 HILINE HOMES 1130662ND AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext. 129 PLAN: 1716ng DATE. 02/11/08 JOB 10504451 SHEAR TRANSFER TO PRESCRIPTIVE FOUNDATION NTS 'FOUNDATION FLOOR. FRAMING NOTES 1. ALL FOOTINGS SHALL BEAR ON STIFF FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS 'D' PER I.B.C. SECTION 1613.52 DESIGN IS BASED ON 1500 p.s.f SOIL. ;2. ALL. WOOD IN CONTACT WITH CONCRETE SHALL BE 2x A/R HEM-FIR #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE AND GALV HOT DIPPED CONNECTORS (OR) STANDARD HEM FIR:ON AN IMPERVIOUS: MOISTURE BARRIER (I.R.C. 8319.1) (OR) BORATE TREATED HEM-FIR #2 MINIMUM. 3 PROVIDE APPROPRIATE BLOCK -OUTS IN FOOTINGS OR WALLS FOR PLUMBING ELECTRICAL STUB -OUTS. 4. USE 3000 p.s.i. CONCRETE WHERE REQUIRED BY THE I:R.C. TABLE 402.2. MAXIMUM. COMPRESSIVE STRENGTH AT 28 DAYS. 5. FOUNDATION VENTS ARE TO BE INSTALLED AT 1 /300.SQ. FT PER I.R.C. SECT R4082. VENTS ARE TO BE A MAX. OF 3FT FROM BUILDING CORNERS. 6. 2x MUDSILL TO BE INSTALLED' FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FOUNDATION WITH i/2 "x10' ANCHOR BOLTS AND 1/4 "x3 "x3" WASHER 6 FT O.C. 7 WHERE 1/2' ANCHOR BOLTS ARE MISSED 1. IN THE STEMWALL, USE A 1/2 "x8 -1/2" SIMPSON' WEDGE -ALL WEDGE ANCHOR MIN. 3 -3/8• IMBED. (OR) A 1/2 "x8" 'SIMPSON' TITEN HD AS A DIRECT REPLACEMENT 2. IN THE INTERIOR FOOTINGS, USE WEDGE- ANCHOR ONLY MIN. 3' IMBED. 8. REBAR IN INTERIOR FOOTINGS IS. NOT REQUIRED UNLESS IT IS BELOW A LOAD BEARING•POINT OR AN INTERIOR SHEARWALL PER IRC SECTION R403.1.3. 9 THE. FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY BUT THE CONNECTION'FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR RESISTING LATERAL LOADS AS OUTLINED.IN.THE'DESIGN CRITERIA ON THE CS SHEET SUB CONTRACTOR MUST VERIFY'WITH THE BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO CONSTRUCTION. 10. THE FOUNDATION FOOTINGS SHALL. BE A MIN. 12" WIDE WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT' SEE FOUNDATION DETAIL 2 ON SHEET 54. 11. WHERE REQUIRED PER IRC, R406.1 EXTERIOR FOUNDATION WALLS SHALL BE DAMPPROOFED AROUND THE ENTIRE PERIMETER. BY AN 1 l I I. 1: 1 ECTIONAL PLAN STOOP BY OWNER MAX 7' RISE, MIN: 36" SQUARE (IRC,R311.4.3) 26 -O." FOUNDATION FLOOR FRAMING PLAN 5I' -I1" 5I' 11" TYPICAL I 9-;c/2" 'I" JpI53TS 49.2' O. "38 "4 FULL DElTHi9LOCKI. OUT' FOR EX AWL W 1 C i JQIS�TS EAR ON B x'4 ACCES W/ P C COVER I I Z 1.11 PONY W LL OVER 12' z 6" I AND WELL PER OWNER I -I— a CI r CON I IN' JOUS FOOTING I. i I I 1 .i —I 1J I L 1 L am► o N r l INTERIOR 6 MIL VISC U EN VAPOR 1 7 I i I I I- SHEARWALL` BARRIER THROUG n I I I I i CRAWL (SRACE 'LAP SPLICES 12" M I I E i i I. N. I' I I 71 rrn r 1 s I I PONYWA CRAWL 774 I ACCESS I i.. TOP FLAP 1GE7oT5T I I— s HANER. MU STOOP BY OWNER 1` MAX 7- RISE, !I_ MIN: SQARE (IRC,R3 U :3) 167X SCREENED FOUND. VENT (TYP) I TYPICAL FOUNDATION 25 -dl" START POINT' 94 'r' JoIS -7 19.2' O.C. I'EXPIRES 01 /24/2009 I'v C" C" APPROVED METHOD. 1/8' 1 -0' z 0 Q z CD J Z a_ HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext.129 PLAN: 1716ng DATE 02/11/08 309 10504451 CONTINUOUS TRUSL TOE-NAIL W/ 10d NAILS 12'' 0.C. (cm SOLID BLOCKING W/ (3) 10d NAILS EA. BLOCK HEADER WI MIN. 6' BEARING NAIL TOP PLATES TOGETHER. W/ 10d .NAILS 12' O.C. U:N.O NAIL W/ 8d COMMON NAILS 2' O.C. (OR) 10dts AT 3' EDGE AND 12' O.C. FIELD 2x STUDS 16 04. (2) 10d NAILS EA...STUD BAY ATTACH SHEATHING TO MUDSILL AND BOTTOM PLATES WI 8d NAILS 3' 0.C. SIMPSON'ISTHD10 HOLDDOWN. ATTACH PER MANUF SPECS. P T MUDSILL 1 "x10' ANCHOR BOLTS 2 wi x 3' WASHER #4 HORIZONTAL REBAR SIMPSON STHD10 Y 1 1: r.1 t• •FFIT v 11 T1 :10-11 rI. lit: TI ii 1 4_141 1 0 s 1.11. I 1 i VERTICALJH PANELS ',IBLOcKED 1:1 I-I l• 11 "0 I 0 fl I it. SHEAR WALL DETAIL NTS F SECTIONAL PLAN GW.B (2) WB106 A 5ECTIONAL p DINING LIVING IEGEND SHEARWALL EXPIRES 01/24/2009 SAIJ 4 E3/l1J PLAN 1/8" 13,4T1-1 .ENTRY 3.411-1 SDIRM. 2 MSTR. r CLOSET ENDKM. 3 GENERAL LATERAL NOTES 1. NO CHANGES SHALL BE MADE WITHOUT THE CONSENT OF THE GENERAL CONTRACTOR AND BUILDING DEPARTMENT 2. O.S.B. WALL SHEATHING 7/16 MINIMUM ONLY FOR EXTERIOR SHEAR WALLS NAIL SHEARWALLS PER EXTERIOR SHEARWALL DETAIL 1 ON SHEET 54 U.N.0 3. NAIL ALL EXTERIOR TOP PLATES TOGETHER WITH 10d NAILS 12' 0.C. MIN. 48' LAP AT SPLICES W/ 6 0.C. NAILING. ALL EXTERIOR BOTTOM PLATED WITH (2) 10d NAILS EACH STUD BAY 4 FASTEN ALL 0.5.8. SHEARWALL W/ 8d NAILS 6 0.C. EDGE AND 12' 01C. FIELD. U.N.0 cO (r) c0 Z 0 C 0 g AC s oN c) IG W co n 0 a.. HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840-1849 ext. 129 PLAN: 1716ng DATE. 02/11/08 308#: 10504451 1BEAM.LEGEND (USE D.F #2)1 6 x.10 I 6, x 8 14'= D,G 114'= A,B,C 3-1/8 °x13 -1/2" G.L.B. 18' =K 5-1/8" x9" G.L.B. 9' =J ROOF FRAMING NOTES 1. ALL EXTERIOR WALL HEADERS. ARE TO BE 6x8 D.F #2 U.N.O 2. JOISTS AND. RAFTERS ARE TO BE H.F #2 MIN. U.N.O 3. TRUSSES SHALL CARRY MANUFACTURER. STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR. INSPECTION. 4. NO TRUSS SHALL -BE FIELD'MODIFIED WITHOUT PRIOR APPROVAL FROM ENGINEER AND BUILDING DEPARTMENT S. FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE' (OR) AN APPROVED EQUIVALENT 6. PROVIDE ATTIC VENTILATION PER I.R.C. 8062. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQ. FT 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 F ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 7 PROVIDE A MIN. ROUGH OPENING 22 "x30' ATTIC ACCESS PANEL WITH TIGHT- FITTING SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER. 8. SHEATH ROOF PER IBC CASE '.1(STAGGERED PANELS UNBLOCKED) FASTEN PANELS W/ 8d NAILS 6 0 C. EDGE AND 12' O.C. FIELD. 9 TOE -NAIL ALL GABLE END TRUSSES WITH (2)10d NAILS 16 O:C, INTO TOP PLATES. 10 TOE -NAIL EACH END OF TRUSS AT BEARING WALLS W/ (2)10d NAILS. SECTIONAL PLAN G I 6x10b.F #2 1 aHOI4D ATTACH SIMPSON' HURRICANE CLIPS H-1 (OR) H -2.5A UP TO 110 mph, EXPOSURE C' H -2.5A ONLY BEYOND. P.E. MANUFL SCISSOR ink 1SSE5 424' O.C. i. h 1 I PLANT S a.LA ERS OF.7 /16j O.S.I ABOVE PANT 1 1/$ "x9 GLIB. 2) T'RIM i t 11 1 I' \,'1 :I I I' L SOLID BLOCKING AT BEARING PLAIN: LP SECTIONAL PLAN. .1'(&I 1. LEGEND CUT OUT FOR VENTING KITCHEN= 8 "x8' FOR HOOD VENT BATHROOMS= 4 "x4' AND UTILITY ROOM= 6'x6 FOR WHOLE HOUSE FAN. 14.5' CUT OUT 14.5' ROUND HOLE FOR MECH. VENTIL. PLACE VENT 2 FT FROM THE RIDGE. e GUTTER DOWNSPOUT LOCATION FULL HEIGHT WALL. ATTACH TO BOTTOM TRUSS CHORD W/ (2)10d NAILS AT EA. FRAME UP STUD. 64 SQ. INCH ROOF VENT PLACED .1 FT FROM RIDGE. ?OOP FRAM IN FLAN 1/8' 1 -0' 4' o M NU SSES j L. 4" 1 14:5 L' -I� f D PI BQTT I .CHORD AT j i 1 5 4 114 15.R021 t TYPICAL 12" RIPPED ROOF 51EATI -ZING AT GABLE I.B.C. CASE 1 ROOF SHEATHING \LAYOUT x 10D. I P.E..AIIANUF. TRUSSES I 'ei24' "b.C. l I 1 li VENTS TO if I I EXPIRES 0 1 /24/2009 2 OUTS 48' O.C. z J 0 1- IILINE HOMES 11306 62ND AVENUE PUYALLUP. WA, 98373 (253) 840 -1849 ext. 129 PLAN: 1716ng DATE' 02/11/08 JO B#: 10504451 BEAM LEGEND (USE D.F #2)1 6x10 I 6 14'= D,G 114' A,B,C .116' E,F,H,I 3- 118"x13 =112" G.L.B: 18' =K 5-118" x9" G:LB. 9' =J ROOF FRAMING NOTES 1. ALL EXTERIOR WALL HEADERS ARE TO BE 6x8 D.F #2 U.N.O 2. JOISTS AND RAFTERS ARE TO BE H.F #2 MIN. U:N.O 3. TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR. INSPECTION. 4 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR APPROVAL FROM ENGINEER AND BUILDING DEPARTMENT 5. FRAMING CONNECTIONS SHALL BE SIMPSON..STRONG TIE' (OR) AN APPROVED EQUIVALENT 6. PROVIDE ATTIC VENTILATION PER I.R.0 806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQ FT 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3. FT ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 7 PROVIDE A MIN. ROUGH OPENING 22 "x30' ATTIC ACCESS.PANEL WITH. TIGHT- FITTING SELF CLOSING'DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER. 8. SHEATH ROOF PER IBC CASE 1 (STAGGERED PANELS UNBLOCKED) FASTEN PANELS WI 8d NAILS 6 O:C. EDGE AND 12' O:C. FIELD: 9 TOE -NAIL ALL GABLE END TRUSSES WITH (2)10d NAILS 16 O.C. INTO TOP PLATES. 10 TOE -NAIL EACH END OF TRUSS AT BEARING WALLS W/ (2)10d NAILS. SECTIONAL PLAN r 'SIMPSON' HURRICANE CLIPS H -1 (OR) H -2:5A UP TO i 110 mph, EXPOSURE C' H -2.5A ONLY BEYOND. nl I I i 101 6X10 H I— H P.E. MANUFL SCISSOR ilk JSSES -124' :O.C. I I Ii A Horb TTACH. P,LAI�T 5 2 LAYERS OF 7 /16° 0 :5:1q. ABOVE ?AN1r 454' ANTILEVERED TRUSS 5- 1/¢ "x9" G.L:B. :2) 11RIMMER I I I. I �C' SECTIONAL PLAN. I I I I L SOLID. BLOCKING AT BEARING PLAIN LP LEGEND O CUT OUT FOR. VENTING KITCHEN= 8 "x8' FOR HOOD VENT BATHROOMS= 4 "x4' AND UTILITY ROOM= 6'x6' FOR WHOLE HOUSE FAN: 14.5' CUT OUT 14.5' ROUND HOLE FOR. VENTIL. (I% PLACE VENT 2 FT FROM THE RIDGE. GUTTER DOWNSPOUT LOCATION FULL HEIGHT WALL. ATTACH TO BOTTOM TRUSS CHORD W/ (2)10d NAILS AT EA. FRAME UP STUD. 64 SQ. INCH ROOF VENT PLACED 1 FT FROM RIDGE ROOF FRAM .ING FLAN 1/8' 1 -0' -4I +4:1i IF ill It DROPI_ BO.TT --CHORD AT I. BATH ,4 B RCq OIr'( I I I' I 1 I TYPICAL 12" RIPPED ROOF' SHEAT -ZING AT GABLE I.B.C. CASE 1 ROOF SHEATHING LAYOUT \I I I \6x10D I I\ 4® MANUrt i I 55E510 R.E.- MANUF. TRUSSES 4" O I @I24' 0.C.1 ....I 1 I EXPIRES. 01/24/2009 x 4LOOK OUTS 48' l o:c. co z 3 j m Jo W :jzo Y o o� 2 co 2 Z -J 0_ HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 840-1849 ext. 129 PLAN: 1716ng DATE 02/11/08 JOB#: 10504451 NAIL TOP PLATES TOGETHER W/ 10d NAILS@ 12' O:C. BIRD BLOCKING. (OR). CONT BLOCKING NAIL THROUGH ROOF SHEATH. W/ 8d NAILS 6 O.C. AT EAVES. NAIL W/ 8d COMMON NAILS @6 O.C. EDGE AND 12' O:C. FIELD (OR) STAPLE W116 GA. w CROWN 1 -4' LONG STAPLES' 4' O:C. EDGE AND 12' O.C. FIELD (NOT SHOWN) 2x STUDS 16- O.C. BOTTOM PLATE 2x MUDSILL (2) 10d NAILS EA. STUD BAY ENGINEERED CONNECTION FROM -1 MUDSILL TO FOUND. CONNECTION DETAILS ON 54 CONTINUOUS TRUS BOTTOM CHORD. TOE -NAIL TO WALL WI (10d NAILS @'12' .i O.C. OR SOLID BLOCK. I NAIL TOP PLATES TOGETHER W/ 10d NAILS 12' O.C. G W.B.. (BOTH SIDES OF WALL) No.6x1 f LONG TYPE S OR W DRYWALL SCREWS 4` O.C. EDGE AND 4' O.C. FIELD. 2x STUDS 16 O.C. BOTTOM PLATE [Xf O STOOD- I UPRIGHT l (OR) 1 BLOC KED 1' 1 1 G PRES FOUNDATION. EXTERIOR SHEARWALL OVER PRESCRIPTIVE FOUNDATION WALL NTS 1 _t i il i -1 (2) SIMPSON' WB106 STRAPS. ATTACH PER 1 MANUF .SPECS.. USING I THE 'X' METHOD' MAX. 60° ATTACH TO BOTH 1 TOP'AND BOTTOM PLATES W/ (2).16d's: EA. END AN 8d EA. STUD. G W.B. STOOD H UPRIGHT (2) 10d NAILS-EA. ti l'1 (OR) 1.1 STUD BAY BLOCKED 1 ENGINEERED CONNECTION FROM ti FOUNDATION TO MUDSILL. PRESCRIPTIVE FOUNDATION INTERIOR SHEARWALL GARAGE I- HOUSE SEPARATION WALL NTS F .J .-f 2x STUDS 16" O.C. ATTACHMENT PER SHEARWALL DETAILS REBAR REQUIREMENTS N GRADE TO :(1) ##4 HORIZ. BAR N. SLOPE 6" L 1 WITHIN 12" OF TOP IN 10 -0" I OF STEMWALL. -AND L.- WHEN A CONSTR. t I, I I I 1 ENGINEERED CONNECTION ATTACH .MUDSILL W/ -/2 "40" ANCHOR- BOLT WI 1/4 "x3 "x3" PLATE WASHER. EMBED BOLT A MIN. OF 7 INCHES (DO NOT COUNTERSINK.) JOINT EXISTS PER IRC 403:1.3 USE (1) #4 VERT REBAR 48" W/ STANDARD HOOK. EXT MIN. 14' PENETRATION. DRAINAGE SYSTEM WHERE REQUIRED PER LOCAL CODES. (OWNER RESPONSIBILITY) (1) #4 CONT REBAR IN FOOTING SOLID BLOCKING NOT REQUIRED U.N.O DOUBLE TOP PLATES W/ A. MIN. 48" LAP AT SPLICES 2x4 KNEE WALL t' 19:2" O.C. DIRECTLY BELOW JOISTS 12 "x6" CONT FOOTING NO REBAR PER I.R.C. SECT R403.1.3 U.N.O TYPICAL FLOOR JOIST -f Z ao 1 ffi i IJ Lr' I j .W jJ 1 1 12" WHERE REQUIRED TO-DAMP I 1 12 PROOF PER.IRC R406 :1, DAMPPROOF EXTERIOR FOUNDATION WALLS. NOTE INSTALL REBAR IN A WAY 'THAT IT IS NOT'WET SET U.N:O BY DESIGNER. FOUNDATION DETAIL MAX. 4 -6" WALL, MAX. 4 -0" BACKFILL NTS PRESCRIPTIVE FOUNDATION ATTACH JOISTS TO TOP PLATES W/ (2) NAILS EA. BEARING POINT 2x4 P T PLATE (OR) 2x4 PLATE OVER VAPOR BARRIER 1/2 ANCHOR BOLTS 6 0 C. W/3x3x1/4" WASHER U.N.O PONY WALL DETAIL 7,46 MIL POLY VAPOR BARRIER. PLACE THROUGHOUT CRAWL SPACE. LAP SEAMS NTS FLOOR SYSTEM. 3/4" MIN. T &G SUBFLOOR GLUED AND NAILED TO JOIST w/ 8d 6" 0 C. EDGE 12" O.C. FIELD. FLOOR JOISTS PER PLAN @19.2 OC. HUNG W TOP FLANGE JOIST HANERS. 2x. BORATE TREATED MUDSILL (OR) 2x. PRESSURE TREATED 2x MUDSILL TO HANG OVER. FOUND: APPROX. 1/2" ATTACH SHEATHING TO MUDSILL W/ 8d NAILS 6" 0 C. U.N.O ATTACH MUDSILL W/ 1 /2 "xlO' ANCHOR BOLT AND t'x3' WASHER 6 FT O.C. U.N.O HUNG JOIST m CONNEC A NTS EXPIRES 01/24/2009 CO w a HILINE HOMES 1I306 62ND AVENUE PUYAU.UP WA, 98373 (253)840-1849 ext. 129 PLAN: 1716ng DATE' 02/11/08 JOB#: 10504 ELECTRICAL NOTES, 1. SMOKE DETECTORS SHALL BE 110v HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2. ELECTRICAL CONTRACTOR SHALL. COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS (OR) FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT 4 ELECTRICAL CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE CODES. 5 EXACT PLACEMENT OF OUTLETS MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 WHERE A DRYER IS VENTED TROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO. PREVENT MOIST EXHAUST AIR FROM REENTERING THE CRAWL SPACE. 7 HARD WIRE MECHANICAL ROOF VENT IN ATTIC SPACE. REFER TO ROOF FRAMING PLAN FOR LOCATION. INSTALL TIMER SWITCH FOR MECHANICAL ROOF VENT IN SAME LOCATION AS WHOLE HOUSE FAN TIMER SWITCH WHERE REQUIRED. Ov: FREEZER T wpb b ft J S,14V fl d49-14 WHOLE HOUSE FAN W/ TIMER SWITCH VAULT LINE db ELECTRICAL FLAN 1/8' -1 -0' q( 0 j ELECTRIC SYMBOLS. LIGHT SWITCH e& 110 V DUPLEX OUTLET 220' V OUTLET ,PQ WEATHERPROOF OUTLET GFP GROUND FAULT INTERRUPTER. RECESSED CAN LIGHTS L TELEPHONE TV OUTLET EXACT_ LOCATION. OF SWITCHES OUTLETS LIGHTS ETC. MAY VARY 0 A SURFACE MNT LIGHT RECESSED DOWNLIGHT 100 C.F.M. EXHAUST FAN. VTOS 0 EQUIPMENT CONNECTION O SMOKE DETECTOR HEATER/FAN COMBO VTOS ZONED ELEC. HEATER N E O m. w: 2... 2. 01 v o am l CN \x. M0. .1. a 8 0 .0 M Q ON Z gg1c� o q 3 '0 J a•• Z^ 0 pL M W Y Z Y o sm 2 o O 0 0 HILINE HOMES 11306 62N0 AVENUE, PUYALLUP WA,.98373 (253) 840 -1849 ext, 129 PLAN: 1716ng DATE' 02/11/08 JOB#: 10504451 El ELECTRICAL NOTES N 1. SMOKE DETECTORS SHALL BE 110v HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT-LOSS CALCULATIONS (OR) FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT 4 ELECTRICAL CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE CODES. 5 EXACT PLACEMENT OF OUTLETS MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 WHERE A DRYER IS VENTED TROUGH FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST AIR FROM REENTERING THE CRAWL SPACE. 7 HARD WIRE MECHANICAL ROOF VENT IN ATTIC SPACE. REFER TO ROOF FRAMING PLAN FOR LOCATION. INSTALL TIMER SWITCH FOR MECHANICAL ROOF VENT IN SAME LOCATION AS WHOLE HOUSE FAN TIMER SWITCH WHERE REQUIRED. 110 v. FREEZER T dtb dA 'a WHOLE HOUSE FAN W/ TIMER SWITCH. VAULT LINE wPch. 4rp films WP wP GFI 1 ELECTRICAL FLAN 1/8' 1 mil l ELECTRIC SYMBOLS LIGHT SWITCH 110 V DUPLEX OUTLET 0 220 V OUTLET WEATHERPROOF OUTLET GROUND FAULT INTERRUPTER RECESSED CAN LIGHTS .6, TELEPHONE TV OUTLET ALL.,41 v a itb SURFACE MNT LIGHT 0 RECESSED DOWNLIGHT 100 C.F.M. EXHAUST FAN. VTOS :EQUIPMENT CONNECTION U SMOKE DETECTOR ED HEATER/FAN COMBO VTOS ZONED ELEC. HEATER EXACT LOCATION. OF SWITCHES OUTLETS LIGHTS ETC. MAY VARY o m co Q Z 4), jo z O w Oyz 2 c o° 0 HILINE HOMES 11306 62N0 AVENUE PUYALLUP WA, 98373 (253) 840 -1849 ext 129 PLAN: 1716ng DATE 02/11/08 JOB 10504451