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HomeMy WebLinkAbout1218 Dutch Drive Address: 1218 Dutch Drive PREPARED 6/13/14, 13:31:17 INSPECTION TICKET PAGE 2 OV CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/13/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1218 DUTCH DR SUBDFV: CONTRACTOR NORTHWEST DESIGN HOMES LLC PHONE (360) 457-5052 OWNER PAUL C AND LINDA A MEISSNER PHONE PARCEL 06-30-01-8-0-0070-0000- APPL NUMBER: 13-00000136 RES NEW SFR ----------------------- -- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --—-------------------------------------------—-------------------------------------------- ME1 01 1/07/14 PB MECHANICAL ROUGH-IN 1/08/14 AP January 7, 2014 8:41:31 AM pbarthol. Mike 477-0006 January 8, 2014 10:05:07 AM pbarthol. ME6 01 1/14/14 PB MECHANICAL GAS LINE 1/14/14 AP January 14, 2014 10:14:22 AM pbarthol. Mike 477-0006 January 14, 2014 4:07:39 PM pbarthol. ME99 01 -6/13/14 JA.- MECHANICAL FINAL June 13, 2014 8:37:03 AM pbarthol. Mike 477-0006 -------------------- -- ------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------- --------------------------------- PL2 01 12/13/13 PB PLUMBING ROUGH-IN 12/16/13 AP December 13, 2013 10:37:56 AM pbarthol. MIKE 477-0006 December 16, 2013 10:15:39 AM pbarthol. PL6 01 1/08/14 PB PLUMBING WATER SUPPLY 1/08/14 AP January 8, 2014 10:02:21 AM pbarthol. Mike 477-0006 January 13, 2014 9:23:37 AM pbarthol. PL99 01 6/13/14 PLUMBING FINAL }— June 13, 2014 8:37:13 AM pbarthol. Mike 477-0006 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/22/14, 9:32:05 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/22/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1218 DUTCH DR SUBDIV: CONTRACTOR NORTHWEST DESIGN HOMES LLC PHONE (360) 457-5052 OWNER PAUL C AND LINDA A MEISSNER PHONE PARCEL 06-30-01-8-0-0070-0000- APPL NUMBER: 13-00000136 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------------------------------——----------------- June 13, 2014 3:55:50 PM jlierly. Provide hand rail per code interior stairs/ steps on back porch to be completed/ seal all plumbing hvac penetraintions interior and exterior/ elevator final required by state inspector/ insulation certificate/ JLL BL99 02 8/22/14 BLDG FINAL August 22, 2014 9:27:17 AM pbarthol. Paul 957-1441 -------------------------------------- COMMENTS AND NOTES -------------------------------------- City of Port Angeles Correction Notice Building Division Job Located at /,� / S f��� 1 Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: L IF r r These corrections must be made and,"are not to be covered until reinspection is made. then corrections have been made, lease call 360-417- 1.5 for inspection. Date f t /Spector for Building Division U DO NOT REMOVE THIS TAG PREPARED 6/13/14, 13:31:17 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/13/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1218 DUTCH DR SUBDIV: CONTRACTOR : NORTHWEST DESIGN HOMES LLC PHONE (360) 457-5052 OWNER PAUL C AND LINDA A MEISSNER PHONE PARCEL : 06-30-01-8-0-0070-0000- APPL NUMBER: 13-00000136 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 4/23/13 JLL BLDG FOUNDATION FOOTING 4/23/13 CA April 23, 2013 8:32:16 AM pbarthol. Mike 477-0006 +++++++++++++++++x+ AM +++++++++++xxx+++xxxxxx+++++ April 23, 2013 4:01:39 PM jlierly. Contractor cancelled, wasnt ready for insp/jll BL1 02 4/24/13 JLL BLDG FOUNDATION FOOTING 4/24/13 AP April 24, 2013 8:24:23 AM pbarthol. Mike 477-0006 ++++++++++ AM INSPECTION ++xx+++++++xx++++++++ April 24, 2013 4:18:48 PM jlierly. BL2 01 5/03/13 JLL BLDG FOUNDATION STEM WALL 5/03/13 AP May 3, 2013 8:19:31 AM pbarthol. Mike 477-0006 ++++++++++++++++++++++x AM ++++++++x+++++++++++++++xx+ May 3, 2013 4:47:59 PM jlierly. DSD O1 5/09/13 JLL BLDG DOWN SPOUT DRAINS 5/09/13 AP May 9, 2013 10:13:51 AM . pbarthol. Mike 477-0006 May 9, 2013 4:04:50 PM jlierly. BL9 01 9/11/13 JLL BLDG SHEARWALL 9/11/13 AP September 11, 2013 8:30:55 AM pbarthol. Mike 477-0006 September 11, 2013 4:41:05 PM jlierly. BL3 01 1/07/14 PB BLDG FRAMING 1/08/14 AP January 7, 2014 8:40:48 AM pbarthol. Mike 477-0006 January 8, 2014 10:05:07 AM pbarthol. BAIR O1 1/09/14 PB BLDG AIR SEAL 1/09/14 AP January 9, 2014 12:35:15 PM pbarthol. Mike 477-0006 January 9, 2014 3:50:48 PM pbarthol. BLI O1 1/17/14 PB BLDG INSULATION 1/17/14 AP January 17, 2014 11:43:44 AM pbarthol. January 17, 2014 11:44:19 AM pbarthol. BL9 02 1/17/14 PB BLDG SHEARWALL 1/17/14 AP January 17, 2014 9:33:42 AM pbarthol. Mike 477-0006 January 17, 2014 11:44:19 AM pbarthol. DRW O1 2/04/14 JLL BLDG DRYWELL 2/04/14 AP February 4, 2014 9:51:55 AM pbarthol. Mike 460-0006 February 4, 2014 4:15:31 PM jlierly. BL99 01 6/13/14 BLDG FINAL June 4At13, 2014 8:36:35 AM pbarthol. Mike 477-0006 -------------------- ------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 1 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 6/13/14 Expiration Date . . . . 7/14/14 Parcel Number . . . . . 06-30-01-8-0-0070-0000- Property Address . . . 1218 DUTCH DR PORT ANGELES WA 98363 Subdivision Name . . . Legal Description . . . LOT 7 JUAN DE FUCA BLUFFS SUBD PLATS V15 P35 Property Zoning . . . . RS9 RESDNTL SINGLE FAMILY Owner . . . . . . . . . PAUL C AND LINDA A MEISSNER Contractor . . . . . . NORTHWEST DESIGN HOMES LLC 360 457-5052 Application number 13-00000136 000 000 Description of Work RES NEW SFR Construction type . . . Occupancy type . . . . Flood Zone . . . . Special conditions June 13 , 2014 3 : 58 : 28 PM jlierly. Finish items on correction report da d 6/13/14 . Do not use Evelator until Stat I pector has mpleted final inspection and ok' d fo use. Reca when ready and before the expiration f thi temp C of 0. /jll Approved . . . . . . . i Off ' ci VOID UNLESS SIGNED BY BUILDING FFICIAL CITY OF PORT ANGELES R . DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 � Application Number . . . . . 13-00000136 Date 4/15/13 Application pin number . . 062784 Property Address . . . . . . 1218 DUTCH DR ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0070-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation . . 424073 Location Code 0502) ------------------------------------------------------=--------------------- • Application desc 3361 SQ FT TWO STORY SFR ---------------------------------------------------------------------------- _ Owner Contractor ------------------------ ------------------------ PAUL C AND LINDA A MEISSNER NORTHWEST DESIGN HOMES LLC PO BOX 70143 131 PRISTINE LN TUCSON AZ 85737 PORT ANGELES WA 98362 (360) 457-5052 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 3361 SQ FT SFR Permit Fee . . . . 2840.25 Plan Check Fee 1846.16 Issue Date . . . 4/15/13 Valuation . . . . 424073 Expiration Date 10/12/13 Qty Unit Charge Per Extension BASE FEE 1020.25 325.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 1820.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . TWO STORY SFR Permit Fee . . . . 183.30 Plan Check Fee .00 Issue Date . . . 4/15/13 Valuation . . . . 0 Expiration Date 10/12/13 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 9.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 65.25 r 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 �! 2.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 21.30 (`}� 2.00 10.6500 EA ME-FUEL GAS PIPING,1-5 OUTLETS 21.30 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc TWO STORY SFR Permit Fee . . . . 324.00 Plan Check Fee .00 Issue Date 4/15/13 Valuation 0 Expiration Date 10/12/13 Qty Unit Charge Per Extension BASE FEE 50.00 21.00 7.0000 EA PL-PLUMBING TRAP 147.00 3.00 7.0000 EA PL-WATER LINE 21.00 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 st ocal law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit ^ ►. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00000136 Date 4/15/13 Application pin number . . . 062784 Qty Unit Charge Per Extension REPORT SALES TAX 12.00 7.0000 EA PL-DRAIN VENT PIPING 84.00 on your state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 to the Cit of Port Angeles 1.00 7.0000 EA PL-WATER HEATER 7.00 Y y --------------------------------------------------------------- (Location Code 0502) Special Notes and Comments February 8, 2013 2:47:15 PM rbecker. Are you installing a lawn sprinkler system? If you are you need to install a double check valve backflow assembly. If you are installing a closed fire sprinkler system,you will need to install a double check valve backflow assembly. If you ar installing a closed fire system, you do not need to install a backflow assembly. If you have any questions call Ron Becker at 360-417-4886, fax:360-4524972, or E-mail:rbecker@cityofpa.us 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. A full acceptance test will be required for the fire sprinkler system. 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) . February 8, 2013 11:43:23 AM sroberds. The proposal is a new sfr in the RS-11 with total lot coverage of 16W and site coverage of 23%. No land use issues anticipated. Electrical load calculations and electrical permits are required. Ditches & 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Construct driveway to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 A seperate Right of Way Construction permit permit is required for all work in the Right of Way, The contractor and sub contractors working are required to provide the City with a insurance certificate showing the City as an additional insurured. Ditches & 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 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) T:Forms/Building Division/Building Permit M BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab .Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION � 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 13-00000136 Date 4/15/13 Application pin number . . . 062784 --------------------------------------------------------------- Special Notes and Comments REPORT SALES TAX Direct roof runoff and foundation drains to toward on your state excise tax form stormwater conveyance ditch. -------------------------------------------------------------------- to the City of Port Angeles Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 (Location Code 0502) MILW DRIVE ASSESSMENT 240.00 STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3347.55 3347.55 .00 .00 Plan Check Total 1846.16 1846.16 .00 .00 Other Fee Total 1014.50 1014.50 .00 .00 Grand Total 6208.21 6208.21 .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) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— \ Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Date Accepted B Comments Inspection T a p y P Type FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE \ Inspection Type Date Accepted By w Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit LATREAL DESIGN FOR FILI! THE MEISSNER RESIDENCE A BAK ASSOCIATES DESIGN PORT ANGELES, WASHINGTON NOTE:This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. Ila I �j 409'i� sl- � <Sr�Ocir L 2y �Fk?fR 5 04112 5,,'13 WELLER CONSULTING PROJECT NO. 13-001 21925 8TH PL W DATE 01/16/13 BOTHELL, WA 98021 PREPARED BY Mark Weller, P.E. (425)488-9868 (425)486-6715 FAX i DESIGN CRITERIA PER THE 2009 INTERNATIONAL BUILDING CODE EARTHQUAKE PER SECTION 1613 Design Per ASCE 7-05 Section 12.8 Equivalent Lateral Force Procedure Base Shear: V=Cs * W Cs=Seismic Response Coefficient W=Effective Seismic Weight Site/Project Specific Design Values: Ss= 1.12 per USGS SI =0.48 per USGS Site Class D (Default) Seismic Design Category D R=6.5 from Table 12.2-1 IW= 1.00 Cs=0.1208 per Section 12.8.1.1 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) Design per ASCE 7-05 Section 6.4 Design Wind Pressure: Ps=X * Iw * PS30 where: X=Exposure Factor KZT=Topographic Factor IW=Importance Factor PS30=Base Design Pressure Site/Project Specific Values: Basic Wind Speed= 100 mph MJ X= 1.67 Exposure"D" (<301) KZT= 1.00 IW= 1.00 PS30=see ASCE 7-05,Figure 6-2 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans WOOD DESIGN per Sections 2301 &2301.2.1 Allowable Strength Design when applicable;per 2308 Conventional Light-Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" 0 x 10",A307 or better,w/7"min. Embedment. V= 1328#/bolt CONCRETE DESIGN per Chapter 19&ACI 318-08 Concrete: f,=2500 psi Rebar: fy=40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-Tie Connectors or equal SHEAR WALL SCHEDULE (SEE 2009 IBC table 2306.3&Section 2306.3) All shear walls to be sheathed from top pate to bottom plate.Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12"o.c.along intermediate framing members. SW-6 v=350 plf 7/16"OSB,w/8d(0.131"0)common nails @ 6"o.c. Anchorage(interior walls only)to SINGLE joist or blkg below: 16d(box)@ 4"o.c. SW-4 v=560 plf 7/16"OSB,w/8d(0.131"0)common nails @ 4"o.c. Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: 16d(box)@ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges SW-2 v=950 plf 7/16"OSB,w/8d(0.131"0)common nails @ 2"o.c.(staggered) Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: Y4"x 4 y" SDS SCREWS @ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head,a shank diameter of 0.131",and a minimum penetration of 1.375". From Table 2306.3 use 15/32;8d values with a 0.93 reduction for Hem-Fir& 1.4 increase for wind. 1661 @ 16"O.C. 5HEAR WALL EDGE NAILING RIM J015T LOCATE SHEATHING JOINT @ COMMON MEMBER 5HEAR TRAN5FER 0 EXTERIOR WALL DETAIL SEISMIC & WIND ANALYSIS # 13-001 FOR THE MEISSNER RESIDENCE SEISMIC: PER ASCE 7-05 SECTION 12.8 SEISMIC BASE SHEAR: V= 0.1208 W Dead Loads: Roof= 15 psf(horz. framing) & 10 psf(partition) WR= 3170 SF @ (15 + 10) psf = 79,250 # Floor= 10 psf(horz. framing) & 10 psf(partition) WUF= 3365 SF @ (10 + 10) psf = 67,300 # Vertical Distribution Level Weight(w) Height(h) w x h % Roof 79,250 21 1,664,250 69% VR= 8,580 # Upper 67,300 11 740,300 31% VUF= 3,817 # Total 146,550 2,404,550 Total = 12,397 # WIND: PER ASCE 7-05 SECTION 6.4 WIND: PER ASCE 7-05 SECTION 6.4.2.1.1 side/side FR= 54 SF @ 36.52 psf= 1,972 # A <30 577 SF @ 10.0 psf= 5,770 # 55 SF @ -9.63 psf= -530 # B <30 243 SF @ 24.24 psf= 5,889 # C <30 225 SF @ -5.31 psf= -1,195 # D <30 Total Roof s/s: FR= 6,137 # FUF= 132 SF @ 36.52 psf= 4,821 # A <30 726 SF @ 10.0 psf= 7,260 # 0 SF @ -9.63 psf= 0 # B <30 594 SF @ 24.24 psf= 14,396 # C <30 0 SF @ -5.31 psf= 0 # D <30 Total Upper Floor s/s: FUF = 19,217 # Total s/s= 25,354 # Total s/s = 13,030 # front/back FR= 54 SF @ 36.52 psf= 1,972 # A <30 537 SF @ 10.0 psf= 5,370 # 38 SF @ -9.63 psf= -366 # B <30 207 SF @ 24.24 psf= 5,017 # C <30 238 SF @ -5.31 psf= -1,264 # D <30 Total Roof f/b: FR= 5,359 # FUF = 132 SF @ 36.52 psf= 4,821 # A <30 638 SF @ 10.0 psf= 6,380 # 0 SF @ -9.63 psf= 0 # B <30 506 SF @ 24.24 psf= 12,263 # C <30 0 SF @ -5.31 psf= 0 # D <30 Total Upper Floor f/b: FUF= 17,084 # Total f/b= 22,443 # Total f/b = 11,750 # SUMMARY. Wind controls both levels, both directions, except @ roof. r UPPER FLOOR SHEAR WALLS side/side: VR= 11,154 # v= 169 plf LEFF= 66.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/Back REAR 20 3380 # a 2.5 260 plf SW-4 2.40 0.83 1.30 6 6500 #-ft 188 #-ft 2516 # 4(2) 4(2) b 2 260 plf SW-4 3.00 0.67 1.30 6 5200 #-ft 120 #-ft 2533 # 4(2) 4(2) c 2 260 plf SW-4 3.00 0.67 1.30 6 5200 #-ft 120 #-ft 2533 # 4(2) 4(2) d 2.5 260 plf SW-4 2.40 0.83 1.30 6 6500 #-ft 188 #-ft 2516 # 4(2) 4(2) e 2 260 plf SW-4 3.00 0.67 1.30 6 5200 #-ft 120 #-ft 2533 # 4(2) 4(2) f 2 260 plf SW-4 3.00 0.67 1.30 6 5200 #-ft 120 #-ft 2533 # 4(2) 4(2) 13 MID 27.5 4648 # a 7 221 plf SW-6 1.43 1.00 1.30 10 15492 #-ft 1470 #-ft 1979 # 4(2) 4(2) b 7.5 221 plf SW-6 1.33 1.00 1.30 10 16599 #-ft 1688 #-ft 1962 # 4(2) 4(2) b 3 221 plf SW-4 3.33 0.60 1.30 10 6639 #-ft 270 #-ft 2113 # 4(2) 4(2) C 3.5 221 plf SW-4 2.86 0.70 1.30 10 7746 #-ft 368 #-ft 2096 # 4(2) 4(2) 21 FMID 13 2197 # a 7 314 plf SW-4 1.43 1.00 1.30 10 21971 #-ft 1470 #-ft 2904 # 4(2) 4(2) FRONT 5.5 930 # a 2.75 169 plf SW-6 2.18 0.92 1.30 6 4648 #-ft 227 #-ft 1598 # 4 4 b 2.75 169 plf SW-6 2.18 0.92 1.30 6 4648 #-ft 227 #-ft 1598 # 4 4 TOTAL 66 11,154 # 5.5 front/back: VR= 11,154 # v= 192 plf LEFF= 58.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/ Back LEFT 29 5577 # a 4.33 204 plf SW-6 2.31 0.87 1.30 10 8836 #-ft 562 #-ft 1896 # 4& Rdl 4 & Rdl b 14.67 204 plf SW-6 0.68 1.00 1.30 10 29937 #-ft 6456 #-ft 1549 # 4 4 c 8.33 204 plf SW-6 1.20 1.00 1.30 10 16999 #-ft 2082 #-ft 1762 # 4 & Rdl 4 & Rdl 27.33 RIGHT 29 5577 # a 10.25 133 plf SW-6 0.98 1.00 1.30 10 13666 #-ft 3152 #-ft 990 # 1 4 b 10.25 133 plf SW-6 0.98 1.00 1.30 10 13666 #-ft 3152 #-ft 990 # 4 4 c 21.33 133 plf SW-6 0.47 1.00 1.30 10 28439 #-ft 13649 #-ft 619 # 4 1 TOTAL 58 11,154 # 41.83 r N MAIN FLOOR SHEAR WALLS side/side: VUF= 14,199 # v= 215 plf LEFF- 66.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/Back REAR 9 5316 # a 3.5 332 plf SW-6 1.71 1.00 1.30 6 11629 #-ft 368 #-ft 5722 # 7 7 b 2 332 plf SW-4 3.00 0.67 1.30 6 6645 #-ft 120 #-ft 3256 # 5 5 c 3.5 332 plf SW-6 1.71 1.00 1.30 6 11629 #-ft 368 #-ft 5722 # 7 7 d 2.5 332 plf SW-4 2.40 0.83 1.30 6 8307 #-ft 188 #-ft 5772 # 7 7 e 2 332 plf SW-4 3.00 0.67 1.30 6 6645 #-ft 120 #-ft 3256 # 5 5 f 2.5 332 plf SW-4 2.40 0.83 1.30 6 8307 #-ft 188 #-ft 5772 # 7 7 16 RMID. 21 4518 # a 3 348 plf SW-4 2.67 0.75 1.30 8 8341 #-ft 216 #-ft 2700 # 6 6 b 5 348 plf SW-6 1.60 1.00 1.30 8 13901 #-ft 600 #-ft 2646 # 6 6 c 5 348 plf SW-6 1.60 1.00 1.30 8 13901 #-ft 600 #-ft 2646 # 6 6 13 MID 24 12008 # a 9 391 plf SW-4 1.11 1.00 1.30 10 35145 #-ft 2430 #-ft 3604 # 2 &4(2) 2 &4(2) b 8.25 391 plf SW-4 1.21 1.00 1.30 10 32217 #-ft 2042 #-ft 3629 # 5 5 c 4 391 plf SW-4 2.50 0.80 1.30 10 15620 #-ft 480 #-ft 3771 # 5 5 d 9.5 391 plf SW-4 1.05 1.00 1.30 10 37098 #-ft 2708 #-ft 5699 # 7 7 30.75 FRONT 12 3511 # a 2 878 plf SW-2 2.25 0.89 1.30 4.5 12289 #-ft 84 #-ft 6098 # 7 7 b 2 878 plf SW-2 2.25 0.89 1.30 4.5 12289 #-ft 84 #-ft 6098 # 7 7 TOTAL 66 25,354 # 4 front/back: VUF= 11,289 # v= 195 plf LEFF= 58.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/Back LEFT 15 8497 # a 19.5 177 plf SW-6 0.51 1.00 1.30 10 34517 #-ft 11408 #-ft 1117 # 1 5 b 12.5 177 plf SW-6 0.80 1.00 1.30 10 22127 #-ft 4688 #-ft 1351 # 5 5 c 6.5 177 plf SW-6 1.54 1.00 1.30 10 11506 #-ft 1268 #-ft 1552 # 5 5 d 9.5 177 plf SW-6 1.05 1.00 1.30 10 16816 #-ft 2708 #-ft 3213 # 5 5 48 CEN 29 5644 # a 19 297 plf SW-6 0.53 1.00 1.30 10 56443 #-ft 10830 #-ft 2334 # 1 5 RIGHT 14 8302 # a 28.75 186 plf SW-6 0.35 1.00 1.30 10 53337 #-ft 24797 #-ft 892 # 1 5 b 16 186 plf SW-6 0.63 1.00 1.30 10 29683 #-ft 7680 #-ft 1319 # 5 1 TOTAL 58 22,443 # 44.75 r HORIZONTAL DIAPHRAGM SHEARS/LOAD PATH ROOF DIAPHRAGM REAR: @ 2.5' &2'walls; v= 9 x 260/25= 94 plf OK @ 2'walls; v=4 x 260/15=69 plf OK MID: @ 7'wall; SHEATH TRUSS, L=7 x 221 /300= 6' SEE Detail @ 7.5'wall; SHEATH TRUSS, L=4',ADD (2) Blocking panels SEE Detail @ T&3.5'walls; v=6.5 x 221 / 19=76 plf ADD TS22 truss to wall top plate FRONT: v=5.5 x 169/12=77 plf OK LEFT: v= 5577/55= 101 plf UPPER FLOOR DIAPHRAGM REAR: v net=9 x 215/16= 121 plf OK RMID: v front= 12 x 215/13= 198 Of< 1.4x165 OK @ 3'wall; Provide continuous Timberstrand blocking, SEE Detail @ S wall; Provide continuous Timberstrand blocking, SEE Detail @ 5'wall; Provide continuous Timberstrand blocking, SEE Detail ADD CS 16 beam to wall top plate MID: @ 9', 8.25'&4'walls; v= 391 plf Block upper floor sheathing panel edgs to wall above Provide 10d @ 4"o.c. @ all panel edges, Provide 10d @ 2"o.c. upper floor sheathing to blocking Provide continous Timberstrand blocking @ 9.5'wall; v net=24 x 215/30.75= 168 plf< 1.4 x 165 OK FRONT: v= 3511 /29.5= 119 plf OK LEFT: v net= 15 x 195/66=44 plf OK CEN: v= 5644/35= 161 plf OK Locate LSL joist in line with wall,ADD (4)A35 joist to wall top plate RIGHT: v net= 14 x 195/47= 58 plf OK r ANCHOR BOLTS USE 5/8"0 Anchor Bolts @ 5'-0"o.c. Unless Notes Otherwise(U.N.O.) v= 1.6 x 860#/5=275 plf NOTE: If v> 350 plf Then V(bolt)= 1.6 x 860/2=688# REAR; @ 3.5', 2.5'&2'walls;V= 3.5 x 332= 1162# (1)5/8"A.B. OK RMID: @ T wall;V= 3 x 348= 1044# (1) 5/8"A.B. OK Provide continuous footing&stem wall v= 348 plf Provide continuous Timberstrand Blocking, SEE Detail @ 5'walls;V= 5 x 348= 1740# (2) 5/8"A.B. OK Provide continuous footing&stem wall v= 348 plf Provide continuous Timberstrand Blocking, SEE Detail MID: @ 9'wall; v= 391 plf goes to concrete wall V=9 x 391 =3519# (6)5/8"A.B. REQ'D Block main floor sheathing panel edges to wall above Provide 10d @ 4"o.c. @ all panel edges, Provide 10d @ 2"o.c. main floor sheathing to rim @ 8.25'wall;V=8.25 x 391 =3226# (5)5/8"A.B. REQ'D @ 4'wall; V=4 x 391 = 1564# (3)5/8"A.B. REQ'D @ 9.5'wall; V=9.5 x 391 =3715# (6)5/8"A.B. REQ'D FRONT: @ 2'walls; V=2 x 878=1756# (3) 5/8"A.B. REQ'D Provide 3"nominal sill plate CEN: v=297 plf 5/8"A.B. @ 48" O.C. RESISTING ELEMENT Roy Dead Load Reaction 1 Perpendicular Exterior Wall TmAx=VcoRNER= HwALL x VMIN 2 Perpendicular Wall(min) 5- 16d nails= 5'x 109 plf= 545# 3 A 35 Framing Anchors=695#each 4 CS16 Strap= 1705# 5 STHD14 or STHD14RJ @ 3815#(Midwall), 3815#(Corner), 3500#(Endwall) 6 HTT5 @ 3740# 7 HDQ8 @ 7630# r v', L l_.JJ L J [] �_.F-,T . ._ I ...._ — —_ _._.. za L-J 24 --------- LL - JJ 2s LL I J2. 2a L O1 -$LOCK MAIN FLOOR SHEATHING PANEL EDGES THIS AREA i 2 PROVIDE 10d @ 4"O.C. @ ALL PANEL EDGES THIS AREA 3 -----PROVIDE 10d @ 2"O.C. MAIN FLOOR SHEATHING TO RIM --- - - ----_- ` __ ® CONCRETE STEM WALL TO BE 4'-6"MIN. ABOVE GARAGE SLAB i I I mI_10 LOCA E AS VENTS---/ I I eI i Iil I 5'-2 r-r 5•_2• 5•-2. 5 PROVIDE 3" NOMINAL SILL PLATE --%-----.( _r - �A,rT axto r-, r!11 I IJIli L--J 24L-- L— OF 92 LJ LPROVIDE CONTINUOUS FOOTING &STEM WALL FOR SHEAR WALL ABOVE J0 4 2a24• 4 z' sz.t I '_ O7 PROVIDE CONTINUOUS TIMBERSTRAND BLOCKING, SEE DETAIL J 6=' 8 SST t Ir j 1 4Xt r l , r l 11 i t O 616 FOR HTT 5 ABOVE, SEE DETAIL G I ' -J30 �' I I 52 I I ' I F I Jz i 24L + I pie I I. .; I , 7 I !o _ 7 O9 SSTB28 FOR HDQ8 ABOVE, SEE DETAIL H I i� I L - ---�` ' J -' I 2-=-a : - -y---- ---------- 5!-6- 10 SSTB28 FOR HDQ8 ABOVE SEE DETAIL I � I i - r - -- — r 1 I r ' I 1 I i i axto r II s2.t JrL1ogh q,�.o oF2N — Nti24'- 24 24J 2a 2d IBJ 22 4 S2.1 CRAWLSPACE 6 MIL. (BLACK) V.S.yvT r' ' I —— I II•' III , __ L 1 I ILIII I I r--1 r r FLL� to _ 1B x 24" MIN. I—�4i + 4 F'jL�p—I L I �. I CRAWL ACCESS I / L J24 L__J LTJza L1 J L/`J LnIrJ' ^i S .• o. zd 2a ,J 24 ---a—- Ol 07 5'-0' !'-9• i.'-6 I Ir 1 r 1 _ l X Z r IL Jl124 4 � lJ 2{ `r 11J1 2_4,II s'--e' 6 Q Ie40 nIr1�111 . -- s 7I .5) ��c> I i I 'I Qa I r---- -- --- -- L 24 1 —J2 DF 11 24 C-AeA24 L— i I -------- — I I I( � I I I 1 (..� .. - .. .,,,. .",...:.,-.....,..-�_ I s �t 1 Biu I rc.I - ----------- --- --- I Fj --- II I 3 3 I . I o I I II II 1. I I u I 066 s2., I: I l J `. I C � I .I I a I � iii I:� i ���.. � / ..:�•/� I.. ' I I SLAB ON GRADE I.. I 4' CONCRETE SLAB/ I �.._ r •l ' j \ NOTE: USE 5/8" O ANCHOR BOLTS W/3" x 3" x 1/4" WASHERS A, 5'-0" O.C. U.N.O . ' SLOPEO COMPACTEDFILLLL I L--J30 I: I I OA (3) 5/8"A.B. REQ'D © (6) 5/8"A.B. REQ'D I`I S 5 I I`• I _ li © (5) 5/8"A.B. REQ'D OD 5/8"A.B. @ 48"O.C. REQ'D i i 9' S7.1 4 I . I I..I -----_—_—=—_—_—_-- - ----- -- - ' FOUNDATION PLAN -- COVERED PATIO ( I COVER D PATIO 1O ADD CS16 BEAM TO WALL TOP PLATE — — — -- -- -�------- ,cf /0X6/0 j 4 X6 4 0X6 0 XED6/0 I XED � O2 BLOCK UPPER FLOOR SHEATHING PANEL EDGES THIS AREA �i -- — "`__ 'UNG UNG _ REWL o ---------- --- -- O3 PROVIDE 10d @ 4" O.C. @ ALL PANEL EDGES THIS AREA I r U I i ri�z I rI i ' ' I p W PATIO ' ® PROVIDE 10d @ 2" O.C. UPPER FLOOR SHEATHING TO BLOCKING „" �AMILY ROOM, xoa I I .i � -� -�-- ----J L-----_ o GUEST^/OFFICE O5 LOCATE LSL JOIST IN INE W/WALL, L= 16' (+/-) 12 a16 f o16 0. " m © ADD (4)A35 JOIST TO WALL TOP PLATE L -----J L------J L--- -J p - O7 PROVIDE CONTINUOUS TIMBERSTRAND BLOCKING, SEE DETAIL F 22 ��W I bait .I C. o p 9 4/0x6/6 4/0X6 6 '� SINGLE _ i I SINGLE SINCI SINGLE ® ADD CS16 ABOVE & BELOW OPENING, SEE DETAIL E 1 HUNG HUNG HUNG - ---- Ixn_Z o u Z ��- •'+ 4/0X3/2 4/0x3/2 4/0X3/2 o\v=� L--\------------------ - FIXED FIXED •� -..ice O9 ADD CS16 BOCKING TO DOOR HEADER SEE DETAIL E 'I 6 e 10 HTT 5 , SEE DETAIL G ICD 11 , 1 3 i LIVING ROOM HDQ8SEE DETAIL H O 16 I -- ---, 12 HDQ8, SEE DETAIL I I-;�] ! 22 oV5.-e. - i 0•� 6.-6• \ 9-6- of 1-0- 3100- I•-6I 17._}-i 13 DOUBLE CS16 TO BLOCKING BELOW, SEE DETAIL D �� ml KITCHEN 5 _ --- ' ! LIBRARY ]' oC� 1 12'-11 4'-4- 3'-8-.4 21 6•-6- I I J?H SIJ 1 1 / i -- _ 1 z 13 i0+ 5 , zo o g d _ 3 i W xoW sa /O FOYER 21 - P' 'RY "_� 2/4xe/0 lo x8/o -- \ DOOR -- - (TEMPERED) 25 h - F---- " WINE 3/m o COVERED ENTRY 3/ox8/0 8 9 SOLID- OR 15 x L. DR 24 SELF-C LO. W L.ff 9'-6- }•_}' ,•_, - 20 MIN , 5'-4- a'- (TE RED) 6' •_6' 9'-6' ._ o \ pW \ DN 18 RISERS a: C�J F Y�� 27 26 10 TREADS s --------------- _-__-_----_-------.- __.___--__-- 19 3/OX6/o GARAGEFl I XED O ' I I I I I I I I I 28 ! c ! I 1 NOTE: ALL EXTERIOR WALLS TO BE SW-6 U.N.O. 9 I I I I I I ! I I I I I MAIN FLOOR SHEAR WALLS �— Feo"'T �,-2 12. f ' 8 23 C VERED BALC N -7 7 COVERED BALCO 4 6 6 6- 76- —FIXED _ /0%9/0 --- - -.FIX -- - _ S.C.0 — --S.C.D. � _ ; � �'70(E S.C.D. ED TEMPE ED -- olro ( TEMPERED u1 0 SRT G �(a) I _ 6- '1 6- O SHEATH TRUSS, PER SW-4, L= 6', SEE DETAIL B , r - ' I I O2 SHEATH TRUSS, PER SW-4, L =4', SEE DETAIL B i ! / i j j oW OPEN TO BELOW o I BEDROOM O3 ADD (2) BLOCKING PANELS, SEE DETAIL C S l MASTER BEDROOMwl ! m I to O ® ADD TS22 TRUSS TO WALL TOP PLATE \\ j \ I 2 \ \ • �I -I OW e -- O5 CS16 TO WALL BELOW 6'-6' _, &_.\J. 3'_6- I \a - 9'-0' ('—� 9-0—'---_- s-6- 6-2 S - _ 4/0x6/6 4/0X6'6 4/0X6/6 _I_ o p I o MASTER B H / t4 I FIXED kED�_ FI%ED © CS16 TO HEADER BELOW J N = O771 DOUBLE CS16 TO WALL BELOW ® DOUBLE CS16 TO HEADER BELOW S �! --I-I t___ _ N BATH 2/4x6 a O z 6x6 a 91h T 1- OPEN TO BELOW o rl _ `� O9 DOUBLE CS16 TO BLOCKING BELOW, SEE DETAIL D �/ x , __ _ _ 2/6X8 0 O T- 6DOUBLE CS16 TO BEAM BELOW 6'-6 -I—r_- I 6'_6- J_0=s'-0- IL y 4'-J- o ' f3 i \x\ ! I m 1.1 19 1 a ^ _ 19 --- o 11 ADD CS1.6 ABOVE & BELOW OPENING, SEE DETAIL E W.I.C. ,}I-4J ---- 6'-to- I -7 s'-lo- 11 3' 6"O. ( I r-� -,-_----- -�'.1_._ -{� 3/oxa/0 � 2_s -f—._I- Ate' I _�0_ 12 HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEAR WALL SHEATHING �, - ------- - ' = '^ ----` - . ----- , t'-° ° i 1+�J i to u o I I LAUNDRY -t So2 LOFT bl �K= 5 _ `CJ 2/6x8 15_ I L n o J I I I _ o o I % 5 \ 0s� - 0 0 N BALCONY _O _6• 2'_'• ,62' -' S• '-10' iop-2 9'.0' ^ S' }- 4' STORAGE . ^ I B 6 m I ATH i-.x al - — x0 S I o I y nl n l< I I I Jo-� x � —3/07 6/0 o m I _ / n \O o o I LLE \ BEDROOM \ \ xo N I xp �.. IO RISERS t 20 10 TREADS OW I pW OW nl� o% I m 2 , ntL �I n� o U= 6 6 13/0X6/0 3/0Xa/0 3/0x3/0 3/0X3/0 SINGLE FIXED FIXED i - HUNG T ri BEDROOM -i j I NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N.O. j SNLHUNC�D ' HUNG UPPER FLOOR SHEAR WALLS U s WELLER CONSULTING JOB NAME BAK/MEISSNER w c ENGINEERS,P.C. JOB NUMBER 13-001 PREPARED BY MW DATE 1 / 16/ 13 SHEET NO. L'. OF 1_1 21925 8TH PL W• BOTHELL,WA 98021 PH. (425)488-9868• FAX(425)486-6715 861 (0.131)0 6"O.C. ROOF SHEATHING TRU55E5 PER PLAN 5HEATH TRU55 PER 5W-4, 8d (0.131) @ 6"O.C. PROVIDE INTERMEDIATE ROOF SHEATHING FRAMING A5 REQUIRED " 861 (0.131) @ 4"O.C. 861 (0.131) @ 4"O.C. 2 x A5 REQUIRED VENTED BLOCKING H1 @ 24"O.C. SHEAR WALL PER PLAN DETAIL A DETAIL 6 861 (0.131) @ 6"O.C. ROOF SHEATHING TRU55 PER PLAN TJI J0I5T,TYP. 13/4 L5L BLOCKING 2 x 4 FRAMING ALL W/HU51.81/10 HANGER AROUND BETWEEN EACH END TRU55E5 0.5.8. NAILED W/8d (0.131)@ 6"O.C. (2) C516 5TRAP FROM (1)A35 ABOVE 1661 @ 6"O.C. SHEAR WALL TOP PLATE DETAIL D DETAIL C ' M WELLER CONSULTING JOB NAME BAK/MEISSNER ENGINEERS,P.C. JOB NUMBER 13-001 PREPARED BY MW DATE 1 / 16/ 13 SHEET NO. LI o OF I--1 21925 8TH PL W• BOTHELL,WA 98021 PH. (425)488-9868 • FAX(425)486-6715 10d (0.148)@ 6"O.C. WINDOW/DOOR FLOOR SHEATHING HEADER TIMBERSTRAND BLOCKING (1)A35 PER BLOCK (3)8d TOE NAILS PER BLOCK 7 SHEAR WALL PER WINDOW /DOOR PLAN = FRAMING w Q Q = � o DETAIL F zz = m � 06 ADD 0516 STRAP FULL (2) 2 x_HF#2 5TUD5 LD w w WIDTH OF SHEAR WALL HTT5 HOLDOWN JU- PLU516"END LENGTH, w TYP 55TB16 Q Q w RIM J015T W/50LID BLOCKING w > PROVIDE 2 x_ SILL PLATE w BLOCKING BEHIND u- C516 STRAP,TYP. w d d O a- DETAIL E ° d O d ° 4 d - DETAIL G b e. WELLER CONSULTING JOB NAME BAK/MEISSNER w c ENGINEERS,P.C. JOB NUMBER 13-001 PREPARED BY MW DATE 1 / 16/ 13 SHEET NO. OF C.1 21925 8TH PL W• BOTHELL,WA 98021 PH.(425)488-9868 • FAX(425)486-6715 4x61)F#2 4x6DF#2 HDQB HOLDOWN 55TB28 HDQ8 HOLDOWN 55TB28 RIM J015T W/501-11) BLOCKING 51LL PLATE P.T.51LL PLATE ° a ° a . . a a d ° a a . a T,. 4 DETAIL I ° DETAIL H 5HEAK WALL PER PLAN ANCHORAGE NAILING PER 5HEAK WALL SCHEDULE TIMBEK5TKAN1) BLOCKING (1) A35 PER BLOCK (3)861 TOE NAIL5 PER a BLOCK a a ° ° a. a 8 a o . DETAIL J REVISIONS Keynotes O PROPOSED RESIDENCE CD PATIO 75.171 N 86°11'43 E 048• x48'CONCRETE PAD O COVERED PORCH ® CONCRETE SIDEWALK O CONCRETE DRIVEWAY baa ASSOCIATES 1284 W.10th Bind PoItAll*lh Wa 98388 880.477.0700 W W O O Z W W W-0• 8-101'1 se'—o• 6 21 z z 2 Note: Ey ———— 60'-0,_B_Sb.L ——— SURVEYOR TO LOCATE BUILDING a0 I CORNERS PRIOR TO CONSTRUCTION I _ I JL�=�_�l� 14 Cd q ROPOSE _=? I Meissner 3 ! Residence I Lot 7 Juan de Fuca Bluffs I0 1218 Dutch Drive 4 I. Port Angeles,Wa 98363 rm J 26-0'BB.B.L CO Q � 8 67.52' N 0°00'00"E 4 B . wmn D�Ve DATE 01-21-2013 JOB NO. DRAWN BY. Lot Coverage SHEET Site Plan LOT AREA 20,761 S.F. A2.1 Seat: 1 X40 INCLUDING DECKS AND PORCHES) 3,361 S.F. LOT COVERAGE: 16.19% 2 OF 14 THE, T71 TY OF F g� For City Use Permit# �1 1' W A S H I N G T 0 N . U . S Date Received: ;;�L-4 - 13 321 East 51h Street Port Angeles, WA 98362 - Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us K-1064 Building Permit Application X17 -o-T o o Project Address: 0 Main C ntact. Phone # ss•�9.1�— E-Mail: Property NamePhone Owner aill A'uL C ' Mg Address /� Email �Q . ,1 city State Zip DAJ Contractor Name Phone Mailing Address Email ri State Zip Contractor License# Expiration: Project Value: Zoning: Tax Parcel# Lot# s 7 Type of Residential a Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction Z Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No ❑ Project M v-) C4N4;1rR 61x10 151 4 Ln ��T� ��•� ��S f� G� Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature ' Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor �4 Covered Deck/Porch/Entry Deck Garage 71 Z Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: r 3 b. e %Lot Coverage 3 SQ FT Site coverage(all impervious+ ` %Site Coverage 117 , structures Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # --Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace Gas Stove Gas Cook Stove/Misc. .Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # I rt/ Fuel gas piping #of Outlets: Water Heater # 1� Medical gas piping #of Outlets: Water Line I UMtbUV.j42- � # Vent piping # 12— Sewer LSewer Line # Industrial waste pretreatment # interceptor Other describe T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX Duct testing Calculator (Nett/ Construction) House address or lot #: /;q 5 L>0704 Conditioned Floor Area: Y f d sti Ar +1: Duct tester location: upsrA tt ®' aA j*o y,..LckjAr Pressure tap location: (skb2,,:�, pt:�,vr.r- . ;v Ring (ifapplicable): Open 1 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present g0 .06 X off, 'it © CFA_< 7. CFM <_6 CFM25 per 100 sf of CFA 25 Air Handler not Present 5 4 CFM�5 per 100 sf of CFA .04 X CFA :5 CFM25 Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA:5 CFM2s 5 8 CFM25 per 100 sf of CFA Air Handler Present(Leakage to Exterior) 06 X CFA:5 CFM25 S.6 CFM�5 per 100 sf of CFA 1. Test results must comply with one of the Standards options. 2. Test CFM25 must 6e equal to or less than the calculated targe#. Air-Leakage testing'Cc lru atr r( lv�rer D og e ) Standard Tested CFM50 Calculated Test Result ((__CFM50 X 0.055)_{ CFA X 144))= SLA 0.00030 SLA divided by = SLA SLA= Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all ductseams and connections for re-evaluation of seal integrity if standard is not met in intitiai test. Post Construction: At or near final.inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. f Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA In a duct test. CFA: Conditioned floor area CFM2s: Cubic feet per minute of air leakage at 25 pascals of pressure T,-r, 131r AI ATr-- i dm CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure / e ® �oC�- SLA: Specific leakage area' 7 ,<r014 6� Duct testing Calculator (Never Construction) House address or lot #: 4 312-, I cla-7- iwc,t,-4 W jA Conditioned Floor Area: '7 �sl ,�; !;+ Duct tester location: �� - Pressuretap location: A p_ioseT N� it , 6,4A4A� Ring (if'applicable): Open 1 2 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler 7 Present .06 X a� CFA_5 34P.5 CFM25 <_6 CFM25 per 100'sf of CFA • Air Handler not Present 5 4 CFM25 per 100 sf of CFA .04 X CFA:5 CFM25 Rost Construction Test Method & Test' Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) :58 CFMzS per 100 sf of CFA .08 X CFA 5 CFM25 Air Handler Present(Leakage to Exterior) 06 X CFA15 CFM25 5 6 CFM25 per 100 sf of CFA L1. Test results must comply with one of the Standards options. 2- Test CFM2s must be equal to or less than the calculated target. Air-Leakage testing Ctikulat®r(�I�Wer DOo� TegJ Standard Tested CFM50 Calculated Test Result ((_TCFMSO X 0.055):-(_CFA X 144))=SLA 0.00030 SLA divided by SLA SLA= Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete'enough to pressurize the home to 25 pa. Total Leakage : Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFM75: Cubic feet per minute of air leakage at 25 pascals of pressur -FE57 �© CFMsD: Cubic feet per*minute of air leakage at 50 pascals of pressure C)V.,�D F 115I— Pascal.(pa): Unit of pressure (3 SLA: Specific leakage area' ..� � psFc2v+ CP c'r Keynotes REVWXM O1 PROPOSED RESIDENCE O PARD 75AT NW11-47E O] AB•%18•CONCRETE PM ©COHERED PORCH OS C01%:REIE Se1EwNR O CONCRETE OPo1iWAY bak ASSOCIATES aeo.An.oroo w ww P " 8 8 = z a-r e•_,o�• w ar-r 8 Z Note: is - _ 2 SURY m TO LOCNE BUILDING CORNERS PRIOR TO COXSTRUCRON I �� �! m ' -'1 L=� 9 RD ��'' , Meissner ' Residence Lotuan E im Fwa 12 8 ou, r,uBB m —=-- --� ' Pt A9eleB,v- A « e� J 8 2Bd B88L e BZ52 ar e DATE 01-21-2013 Me NO. DRAWN BY: Lot Coverage EOM ,g,�, Site Plan 9DT MA 2DTe1G.P. A2 � Bwle t-10 `INCLU p oic�s�A°ERo PR00oac�iiEsy 3,3e,s.P. Lor COYERIGE: M19% 2 0 1% ON.VIORT+ PRESCRIPTIVE APPROACH-SIMPLE FORM -�• ,. For the Washington State Energy Code WSEC 2009 Edition Climate Zone 1 CITY GOVERNME"v Site Information: Building Department Use Only: Lot: 7` 7 Permit # Address: , 21 IDU TGH Pp-ty-G Notes: City: t6R.1IC� C_l-� State: w 4 Zip: Contact: PA-u L "6/<�A L6 p Phone: (�Q 'g�- z g Phone 2: 5:�2 D 9/8 191 --32 FAX: WSEC Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESIDENTIAL OR DUPLEX CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U.-Factor . Door Wall Wall' Wall , Vaulted Iriterior Exterior Slab on Option .Area ,%of U- Ceiling Above Floor Floor Vertical Overhead Factor Ceiling Grade' Below -Below Concrete Grade Grade R-49 / III Unlimited 0.30 0.50 0.20 or R-38 R-38 int TB R-21 R-21 R-10 R-30R-10 U=0.029 2' adv This Project complies with the following: The project is a single-family residence or duplex. 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 above. 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 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be installed per unit for ornamental, security, or architectural purposes. Location of the door taking this exception: ❑ 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U-factor listed above. Location of the door(s)taking exception: Type of Heat Source: k4t-'4'T ftt C�p T:Forms/Building Division/Prescriptive Approach-Simple Form I t Al 1i f I } -/ 5., ✓[;l'11,5 S1 t?�Si ; / /. j D uvSc _ y t US 7/ i , / 75 , . 40, IXI G • T"" Company: Zenovic&Associates, Inc. Date: 1/13/2014 Anchor Designer i Engineer: SRH Page: 1/4 Software Project: 14005 Version 2.0.5090.26 Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net 1.Project information Customer company:NW HOMES Project description: 1218 DUTCH DRIVE Customer contact name: Location: Customer e-mail: Fastening description:7/8"AB AT BACK WALL LINE Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-08 Concrete: Normal-weight Units: Imperial units Concrete thickness,In(inch):30.00 State:Uncracked Anchor Information: Compressive strength,f�(psi):3000 Anchor type:Bonded anchor 4Jc,V: 1.0 Material:F1554 Grade 36 Reinforcement condition:A tension,A shear Diameter(inch):0.875 Supplemental reinforcement:Yes Effective Embedment depth,hef(inch): 17.500 Do not evaluate concrete breakout in tension:No Code report: ICC-ES ESR-2508 Do not evaluate concrete breakout in shear:No Anchor category:- Hole condition:Dry concrete Anchor ductility:Yes Inspection:Continuous hmin(inch):21.88 Temperature range: 1 cac(inch):39.01 Ignore 6do requirement:Not applicable Cmin(inch): 1.75 Build-up grout pad:No Smin(inch):3.00 Base Plate Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination: U=0.9D+ 1.6W+1.6H Seismic design:No 9248 Ib Anchors subjected to sustained tension:No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads:Yes <Figure 1> 0 Ib 'Y 0 lb X Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • • r Ty __ ___ r yy� _[-=.^i��� _ __ 1-Yiy. E--� POST INSTALLED ANCHOR BOLT DESIGN _rF9 , - LL=__Ij , � J2, t_ J24 LL�J2 FOR 1218 DUTCH DRIVE, PORT ANGELES, WA ' PROVIDED BY ZENOVIC &ASSOCIATES, INC. , 9 301 EAST 6TH STREET, SUITE 1 sz.+ sx.l PORT ANGELES, WA c (o 7 ` a 360-417-0501 I I r ! 1` 7/8"ANCHOR BOLT WITH 17.5" EMBEDMENT a ,'(20) fNOH. VENTS -� i ' ' I ' : I I I INTO CONCRET W/SIMPSON SET-XP EPDXY, f_ + LOCATE AS SRDWH I I I I 11 1 I I - I SPECIAL INSPECTION REQUIRED ! I �I f :. I �i I �: I POST INSTALLED ANCHOR NOTES: +r--aT-,I - tr a sx,0 ' 1 -11 I OF 2 H —t -�--a-;f J_, _— + � I I � ^�® I • I L—J L_ ? L!_J L JI 1 I I + I 1. Adhesive Anchors: Anchorin adhesive shall be a two-component high solids, epoxy-based 2a 24 24 — I I I �' I g, P 9 ISz _ z system supplied in manufacturers standard cartridge and dispensed through static-mixing nozzle supplied by the manufacturer. The adhesive anchor shall have been tested and qualified for performance in cracked and uncracked concrete per ICC-ES AC308. Adhesive shall be SET-XP 4X1Qr a 1 r- �I t Epoxy-Tie adhesive from Simpson Strong-Tie, or approved equal. Install per manufacture's o 1 I s:., I f I recommendations. SPECIAL INSPECTION REQUIRED Id 7 I I _ 1 I I �, 2. Anchor Bolt Material: Anchor bolts shall be either A36 steel or F1554 Gr. 36 threaded rod. ® Ce I L---- ------�- -------- [ I `; I I , I I Holes for anchors shall be a minimum of 1/8" larger than the diameter of the anchor. r ----- ---j-----i-------- L 1 r 219 -- — '------' �fl QJsa_I SLS1I11 v I � Lf HO` L`f•E:r{ PREPARATION � f 4LL _J24 24 24 _ 2j 24 CRAWLSPACE r seconds C ciesa SBCOndS (min.) a MIL. (SLACK) V.B. (min.) q- "P ' }o, — S2_1 oc A (--- t r—-I f JU� �) ~!�I I 1 : 4 ga :•d. '" 80 XESS / r- I -f24 L X24 L J24 Ll J f J L-fir� i I r I a.." (!Sf min. d,: P. ,: psi minm ii- i 2� 24 U 2a ° t 1 _. .•-101 3'-8' •'-� ia•-9' -� I .•-9- ;,�._s_ _ I p. t 2.Slow�_._ _..--- - - 1 - - i - -Q-- ---• _ 4.Blow - -- — -- 3,Brush i ` I '` 1 r: I Drill Mole to Remove dust from hole Clean with a Remove dust from hole CL—ifa 4x10 r rT-I U ? { • with oil-free compressed �n F p2 � 1 m o bl Q specified air for a minimum of 4 fanh for a minimum with oil-tree compressed a 3 - dr J l �° s-a- s'-a' s' a' I Ikl �J 24 2a t I I I +_o o_E ----- - - - ----•_ ,-__._._.f I diameter and seconds.Compressed of 4 cycles.Brush air for a minimum of 4 4 [{ o a E f I [ - ® i ; I t. 1 depthair nozzle must reach should provide seconds-Compressed air 10 10 `� I I I I I _ ; — ' ` I the bottom of the hole. resistance to nozzle must reach the I _J Of r —J L_ i 1 insertion.If no bottom of the hole. 24 1 24 1 I 24 124 resistance is felt,the n I 1 _ I ( ,` .:_. .--.=I : '�:'1 I I IN I 1 i I r I brush is wom and must be replaced. ..�._/ ;� t L ,:: I I I :•� [ QQo 1 1 I �+ r:'O I f 1 I; I of II _ U I ! —J sato AB ON GRADE r--�,