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HomeMy WebLinkAboutPermit D12-150 - RB SMITH DEVELOPMENT - NEW SINGLE FAMILY RESIDENCERB SMITH DEVELOPMENT 4432 S 150 ST D12 -150 Parcel No.: Address: Project Name: City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY 0042000071 4432 S 150 ST TUKW RB SMITH DEVELOPMENT Permit Number: Issue Date: Permit Expires On: D12 -150 07/03/2012 12/30/2012 Owner: Name: Address: STENSEN DENNIS M 6471 SHEARER RD , GREENVILLE MI 48838 Contact Person: Name: Address: Email: LINDA SMITH 4438 S 176 ST , SEATAC WA 98188 RBSMITH08 @HOTMAIL. C OM Contractor: Name: AESTHETICS NORTHWEST Address: 2209 S 128 ST , SEATAC WA 98168 Contractor License No: AESTHN *881KT Lender: Name: Address: Phone: 206 755 -0874 Phone: 206 349 -4751 Expiration Date: 05/30/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 3002 SF SFR WITH 621 SF ATTACHED GARAGE AND 50 SF UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, AND STORM DRAINAGE. VALLEY VIEW SEWER DIST. & WATER DIST. 125. Value of Construction: $370,458.60 Type of Fire Protection: FIRE SPRINKLER Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $10,268.50 International Residential Code Edition: 2009 Occupancy per IBC: 22 ** *continued on next page * ** doc: IBC- SF7 /10 D12 -150 Printed: 07 -03 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Number: 0 Start Time: Volumes: Cut 10 c.y. Start Time: Size (Inches): 0 End Time: Fill 10 c.y. End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: U %(U.3 / /oD. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 other state or local laws regulating construction or the performance of work. I authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatur : Print Name: ad/4_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any doc: IBC- SF7 /10 D12 -150 Printed: 07 -03 -2012 requirements for special inspection. • • 8: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 9: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *PLUMBING AND GAS PIPING * ** 14: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 15: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 16: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 17: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 18: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 19: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 20: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 21: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 22: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 23: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 24: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 25: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 26: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 27: Any material spilled onto any street shall be cleaned up immediately. 28: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. doc: IBC- SF7/10 D12 -150 Printed: 07 -03 -2012 29: The site shall have permanent erosion c 1 measures in place as soon as possible after • al grading has been completed and prior to the Final Inspection. 30: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 31: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 32: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 33: ** *FIRE DEPARTMENT CONDITIONS * ** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 37: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 38: Maximum grade for all projects is 15 %. 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC- SF7 /10 D12 -150 Printed: 07 -03 -2012 CITY OF TUKNWA Community Developn, Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** Kinig Co Assessor's Tax No.:00 (420 O 00Th. t Site Address:/-X( `J p' "*1 'i 'trn` t v Q0. / ARK 1.4 mC5 U.S_ 42+ MC, tState: 2i ti8 r -�2 anP� Name c I Architect Name: S CI 'ety3 0.0 State: w A Z Zipil 12 Phoneone : Fax: 2 r Lt0 o -4Q5S 2_6 t, -/ 5 55 -Q27 `t , 4-/A454 Email: ��� bg hd�C`Zkw - - C.CO`M r -�2 anP� Name c I Architect Name: S CI 'ety3 0.0 State: w A Z Zipil 12 Phoneone : Fax: 2 r Lt0 o -4Q5S 2_6 t, -/ 5 55 -Q27 `t , 4-/A454 Email: ��� bg hd�C`Zkw - - C.CO`M [+ro Company i-tgNNE- CSIeKi Engineer m i lLLLA,PS Architect Name: Address: 41 c �L -4,9 �.y i0Q �L) Zitti 40Z `-t City: Statue Zip. L51 -57U -4309 Fad5I-5' ? -n60 -1 Email: V \W. nhcQh„me_ok.ns.CO∎rn li:\Applications \Forms - Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 1 of 4 Yv lkk -- C t7Kr}4WE3T FNcitNCtZrN,§ Engineer m i lLLLA,PS AWN N -P AC AP (C_ AVC `-com C -1-s fk State jek Zitti 40Z `-t jiff" Fax: 25f - 6,8 2- Z83v Email: li:\Applications \Forms - Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 1 of 4 `,PROJECT INFORMATION'= Valuation of project (contractor's bid price): $A I QJ OQO Scope of work (please provide detailed information): O_AntATLI or 6-r" 51y) Le -k\mt'l \(\cvmQ . w* \\\ re S eln lae c� V DETAILED;BUILDING'INFORAMTION d, r ,,` PROJECT:FLOOR AREAS ..._ :., ' . _ Ft, ..... PROPOSED SQUARE i . • " .:..FOOTAGE €' Basement 1" floor I-41 2"a floor Garage /I carport • _ o� Deck — covered ,P:1. uncovered 5 Total square footage ,2 ,,1 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206 -575 -4407. EQUIPMENT AND FD TURES; INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ G ( 0 fuel type: ❑ electric Q] gas _ furnace <100k btu ___ appliance vent 5 ventilation fan connected to single duct _i__ thermostat 1 wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: Value of plumbing /gas piping work $` , (3( $ bathtub (or bath/shower combo) bidet 1 clothes washer 1_ dishwasher floor drain 1 shower 6 lavatory (bathroom sink) `` sink " t water closet _1_ water heater (gas) lawn sprinkler system gas piping outlets H:1Applications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 ,..,.. ... ,fit � PUBLIC WORK 8 PERMIT INFORM N. =`: (, Scope of work (please provide detailed information). 1d�i (S`C \ (4 NI�Q&, Slrc&4, - eceK.t` l &s,r■cg � h ►� Tr-;(\k4,2.1- 3\-Qx �! Call before you Dig: 811 leasei'refer to:Publ c`Works:Bulletin; #1 for fees and estimate;sheet. WATER DISTRICT ❑ ., Tukwila g ...Water District #125 „ Letter of water availability provided SEWER DISTRICT ❑ ,. Tukwila ❑ .. Sewer use certificate ❑,., Highline a ...Valley View ❑ ... Renton '.,.Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system - for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): 0 ., Civil Plans (Maximum Paper Size - 22" X 34 ") a .. Technical Information Report (Storm Drainage) ❑ ... Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ .. Bond 0... Insurance 0... Easement(s) 0... Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑ ...Construction /Excavation/Fill - Right -of- Way...❑ -or- Non Right -of -Way.. ❑ ❑ „ Total Cut ❑ ,. Total Fill ., Sanitary Side Sewer ❑ „ Cap or Remove Utilities ❑ .. Frontage Improvements ❑ Traffic Control Cubic Yards Cubic Yards 0... Work In Flood Zone 0... Storm Drainage 0... Abandon Septic Tank ❑ .. Trench Excavation 0... Curb Cut ..Utility Undergrounding 0... Pavement Cut ❑ .. Backflow Prevention - Fire Protection ' 0... Looped Fire Line Irrigation Domestic Water „ • Permanent Water Meter Size WO # ❑ ., Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 01.„ water ® .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: 12 �■ \ \� 1 �FVEL tr\Eat Day Telephone: ?i 6_ go i1(455 Mailing Address-PO -boy (ti (o Zfl i T,E Wl(t Q12 16g City State Zip WATER METER REFUND /BILLING: Name:Z6 Sri. \*A-� ---DeuRAOP'cN6t-3\-- Mailing Addresses l� 1� �oV C1 �Q Day Telephoner '6" 4(Jj° LAY SS ztecn-L_ IAP\ Cil? l b� City State Zip H:\ Applications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 3 of 4 'PERMIT APPLItATION;NOTE':.--' tICABLE PERMITSAN;THIS I.* •Value of construction — In all cases, a val..ie of construction amount should be entered b ,.e applicant. This figure will be reviewed 11 and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR Aticjr0RIZ AGENT: Signature: cf-7,A, r Date: 5 /7 //2____ Print Name: /--/,&j7, ei 7) S/27/ 77—/ Day Telephone:070 67— 75'3- ov q Mailing Address: 1-7/4 / s J76 '14 3-7L- P977ic m 9 8/ .P.:? City State Zip H: \ApplicationsWorms-Applications On Line \2011 ApplicationsTombination Permit Application Revised 8-9-1I.docx Revised: August 2011 bh Page 4 of 4 li BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Silt cTk (SIQ) PERMIT # .:)) / Z – l So 4@ $432 S. 150Th s"� r) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 2 DO Water /Sewer /Surface Water / 2.0D Road/Parking /Access ' A. Total Improvements 400 -$9-et} 3. Calculate improvement -based fees: 7 B. 2.5% of first $ 100,000 of A. 3 0 $250 (1) C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume /0 cubic yards Enter total fill volume /0 cubic yards 3s Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 10.00. (4) QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ — (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 2 g S -25e:ee- The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ ;s _e:ee (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ Z3 59" (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ . 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ — E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ / 013 I. Other Fees Total A through I $ Oj3 -e7e0- (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1012 -0700- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installa . . Cascade Water Alliance RCFC 01.01.2011 -12.3 . 011 Total Fee 0.75 $625 $61, $6630 1 $1125 $ ,c .50 $16,137.50 1.5 $2425 $30,02 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 157,950 6 $ 25 $300,250 $ 775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.Tukwila WA .gov Parcel No.: 0042000071 Address: 4432 S 150 ST TUKW Suite No: Applicant: RB SMITH DEVELOPMENT RECEIPT Permit Number: D12 -150 Status: APPROVED Applied Date: 05/07/2012 Issue Date: Receipt No.: R12 -02036 Initials: User ID: JEM 1165 Payment Amount: $7,858.53 Payment Date: 07/03/2012 10:13 AM Balance: $0.00 Payee: RB SMITH DEVELOPMENT COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1376 7,858.53 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLUMBING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109 . 5000. 5301.XXXXX 000.322.103.00.00 000.322.100 000.342.400 000.342.400 000.345.830 640.237.114 104.367.120 Total: $7,858.53 3,707.65 922.00 189.00 1,426.00 252.00 250.00 23.50 35.00 35.00 4.50 1,013.88 doc: Receiot -06 Printed: 07 -03 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.: ov Parcel No.: 0042000071 Address: 4432 S 150 ST TUKW Suite No: Applicant: SMITH RESIDENCE RECEIPT Permit Number: D12 -150 Status: PENDING Applied Date: 05/07/2012 Issue Date: Receipt No.: R12 -01517 Payment Amount: $2,409.97 Initials: JEM Payment Date: 05/07/2012 03:58 PM User ID: 1165 Balance: $4,153.15 Payee: RANDALL B SMITH, R B SMITH DEVELOPMENT COM TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 065818 ACCOUNT ITEM LIST: Description 2,409.97 Account Code Current Pmts PLAN CHECK - RES 000.345.830 2,409.97 Total: $2,409.97 doc: Receiot -06 Printed: 05 -07 -2012 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D/2—/5 0 PERMIT NO: .CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 113206)'431 -367 Permit Inspection Request Line (206) 431 -2451 Project: A a .S'niiTN Type of Inspection: F--/A14-4, Address: 4-/x-/3 e2 5 /J O 6-7-- Date Called: Special Instructions: Date Wanted: . l _... c3 _ /2. • 'mom fp-m'. Requester: _ Phone No: r-2(94-•.3 4/9-'417/ Approved per applicable codes. Corrections required -prior to.approval:. COMMENTS: 6.44 ?Ave' 1nlS2,11 — 414 4 /cA/Nr./ C/n10 /14,1119/ i/�,✓il/ /�4.n "-ei,e0C � `� j-,-,;-? 1. 10 ,41/0 /e• !`r /,r 1 Date: 1_ $ ,7: r• INSPECTION FEE\tEQIJ RED. Prior to next inspection. fee -musttbe_ aid at 6300 Southcenter Blvd., Suite 100. Call to-schedule'reinspection.. 1 q INSPECTION NO. 4 4 ► 1 . INSPECTION RECORD Retain a copy with permit ZI2- ( O PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t - (206) 431- 367'�� Permit Inspection Request Line (206) 431 -2451 F`^ Project: ('k Srnt,u bcoe.I. Type of,lnspection: C=1IJ6 (__ CO P It(v ,w1 - i ; k,,A i 0.A -w. I e Address: LI W Z 5 i50 Si— Date Called: Special Instructions: Date Wanted:. i --127f /Z �a. P.m. Requester: Phone No: _ 0 Approved per applicable codes. Corrections required prior to approval. A-` COMMENTS: u'r i,A 4DiNiAl CO P It(v ,w1 - i ; k,,A i 0.A -w. I e 5.) Cori °, (4=N1c, — C VEA-e (';,./qI t 4 WI cY6twgve c Xoiics(- 0:$.64.J s ju ` (-5 CvLAZANI,- apOedve4 0 Rai.1~.15114,- akJ -- ApP(A14 -, ri rotR rose t t f % .) -44>P1•4 °$ Date: J2 -27 -'Z (iisperioi F E REQUIRED. Prior to next inspection. fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206)`431- 3670.» Permit Inspection Request Line (206) 431 -2451 Project: CZ 9) Stta_TA Type of Inspection: OLi(c. t4 —"KJ Address: LI 1-132 5 1-so s Date Called: Special Instructions: Date Wanted:. 1r° Z - 1-Z__ La.mn inn. Requester: Phone No: 2c -3,-i5 H7s.) _. JApproved per applicable codes. Corrections required prior to'approval. COMMENTS: fir) Ph(en AI.N (dip 49," 2) ,cDile' __a /44 AJ ._ .,j,f4 /rti%lV Inspectoi • 'Cc" Date: REI SPECTION FEE REQUIRED. Prior to ext inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule- reinspection. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit ... CITY:.OF TUKWILA BUILDING 6300`Southcenter.:B:lvd.,. #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 012 -I (:) PERMIT NO. DIVISION 1Z (206) 431 -3670 Project: Type of Inspection: Address:• - • _ Date Called: Special Instructions:. Date Wante d:. 10 (i G i 2 rm.. P.m. Requester: Phone No: 2.0 - 3LIS -LI 7S Approved.,per applicable codes. Corrections required prior to approval. C COMMENTS: Insp tor3 0-1 REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. Date: /D /6�/� next inspection, fee must be Call to schedule reinspection. 1% INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 a;, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 L)iZ—,50 Project: /? L? SM2 %H Of t/ Type of Inspection: 1A-1A11/ i ru,$)a biFmk) --- ; 1 lkifI,, -_ „tct;,a Air) (14 -- A.a�.U.JM� Address: x /9'_3, S /30 S7 Date Called: fp.,404/A/C Special Instructions: G! tail 206-596-6sSt> Date Wanted: /O -1 / - / 2 �a.m Requester: Phone No: _,ter_ -..34- z1 7S/ 5Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: " ". r I i ; 1 lkifI,, -_ „tct;,a Air) (14 -- A.a�.U.JM� Fit i+/• A") 1- rZ q Nl t r�/ - ri IN I✓..lal. -4 ,,: L. • (lInspe : REINSPECTION FEE ,REQUIRED./Prior to paid at 6300 Southcenter Blvd., Suite 100. Date: j 0 it ► ?_ next inspection, fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /? 6 \ /,x /7/1 Type of Inspection: /- / ,) )----2112z-A1 4 ....OVkQ 10 //� —c 4(-4- .. Address: L/ /32 5!56 sr- Date Called: 0 0 k T Ca ' -_D(/ 5'r / 4 -1-' _5-eV er,re: -- Ta _ - �/4a, _ �dl�p' .-i . ,S) / s74 -44F 7 AI P `tr2A, >ll e. Special Instructions: Date Wanted::, air, Requester: Phone No: _2 06' ? 4/7 -4/757 flApproved per applicable codes. Corrections required prior to approval. COMMENTS: T4) 0 0 I ,(' j l a 0 C - / l (._) / i d'Aiiv17/ 4 Ajil /p-"% 0-4' ....OVkQ 10 //� —c 4(-4- .. i P65; J, ✓sP l 'z. �lr ii 9-A.1 d).Y L /.; C.'lvc. ",.9(°51, i) „----/,--r is /mr'e 74v-/ ..,;(e( / :741 t7( 0 0 k T Ca ' -_D(/ 5'r / 4 -1-' _5-eV er,re: -- Ta _ - �/4a, _ �dl�p' .-i . ,S) / s74 -44F 7 AI P `tr2A, >ll e. laspector -4,2,-4l .I3w Af�r�c�.9 [1)E INSPECTION FEE REGIUIRED. Prior /to next inspection. fee must be A id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 K (206) 431 -3670 Permit Inspection Request Line (206)431 -2451 Iz.. tj12 -150 Project: 0. i.6 S I \-t ij. E k/ Type of Inspection: (2 att H- 1--NJ �• A S • -! 0 Cv (4 ../1-u-- --)1)74- n eM e2,1 . Address: `-1 '(3 S I !U ST Date Called: Special Instructions: Date Wanted:. 10- S -17 a.m. p.m. Requester: Phone No: 2-0 , ?&4qr - 4-/7S) Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: } Z0(,- 3c;6 - 63gc, (DA '`! p/ri -c9 ? v' p p } vi ( Fur 4 Y92tP-si 2 ) r -1 9CJ - 9.esS G �• A S • -! 0 Cv (4 ../1-u-- --)1)74- n eM e2,1 . ' r A <, ‘P. } .11 •A .0 Aft- etik/1 +� �! A D ,D.hn,A0,0 ` i (nsp tec o'r,• Date: AN`') 1 I . A , c . . ; < 7 0- - 7 SPECTION FEE REQUIRED. Prior to nCxt inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila. WA 98188` (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A-8 S m.c'77- Type of Inspection: rtiR it 5,K/17H /iv' ; f r4v Address: L/4/ 3aZ S / S'O ST" Date Called: Special Instructions: Date Wanted:. a'.inb Requester: Phone No: ,Z Ora, 24x -Y.75/ ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: - g Li) &The'T SiXe -4,e r��¢l; ,;�J ' -t/ // 4-1/0 / ✓fn/e 1r v tiZ $'EINSPECTION FEE REQUIRED. Prior to rt t inspection, fee must`-b'e paidiat 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection, INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PERMIT. NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 3670. Permit Inspection Request Line (206) 431 -2451 Project: A 3 sir) /.70) .0 -- c/EL-70n1f Type of Inspection:: J7 1 ?6% /e /0- /n, .. . /:') . !!7 Address: 4 /q/ 3Z S /5Q s-r Date Called: Special Instructions: Date Wanted:. 9- / / -tz-. . C.my p.m. Requester: . Phone No: ,2o G -3 ii ' !mss-./ I>r Approved per applicable codes. COMMENTS: SrV7vu�,r ElCorrections - required prior. to approval. aY c ovv\ Crt Inspector" /J / Y / A _ , _ Date: REINSPECTION FEE RE4UIRED. Prior to next inspection;' fee 'Inuit be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedulelreinspection INSPECTION NO. INSPECTION RECORD Retain a copy with permit 112 -15"0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 rZ- Permit Inspection Request Line (206) 431 -2451 Project: P c w`rt -`-\ Devct..c.)priF Type of Inspection: Rook'QL A11,.c Address: y 3Z. s tjvS-T Date Called: Special Instructions: Date Wanted:. q -7--12 a.m.. Requester: Phone No: .2-U( -' 34S -4 --17S1 )_ -r Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: )_ -r e \ -1 - -) ) . A / 1 i F r, 1/ Inspector: Date: n REINSPECTION FEE REOAED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTTO'N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: V%, S&Cir i Type of Inspection: (\Oor S,A6AirfT 6 Address: Date Called: i) Special Instructions: Date Wanted:. C+—. kJ_.. (...Z a n. p.m. Requester: , .9 /, Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: i) , .9 /, , - s,1 , : i uvi.,,,,,- _,_- — r ‘ , J., -\ /_,...e :c. r 1 ' / ' I _ 1 ...) -A /�,. e / e nspector: Date: / n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 981881 _ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 0/2 -i o. Project: 8..! .Si/iW ,I>FvF10Pr►P,.rr" Type of Inspection: - 2. /A/I.IER r -4Cof - F'i2a iv" 1+4. Address: V932 5 Aso s; Date Called: - Special Instructions: Date Wanted: � S /14.• // Z / a.m., . p.m. Requester: - Phone No: ,w 6, -3L./Ci - 4/7_5 / 11Approyed per applicable codes. El Corrections required prior to approval. COMMENTS: • Inspector: if//tV'S Date /zi bREINSPECTION FEE REPUIRED. Prior to siext inspection, fee must be pa`d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection ...... ...__,. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 k_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje -6.6111-R1W. Type of Inspection: N I 14 Address: tt Date Cal d: Special Instructions. Date Wanted:. a.m. Requester: Phone Icr4 / 4761 %Approved per applicable codes. E Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspections INSPECTION NO. INSPECTION RECORD Retain a copy with permit r� a2 -rso PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Kg. & SA f` »vii dpME Type of Inspection: ____.4. r f- tit to k (, oN Address: 443 `-17' 150 S` Date Called: Special Instructions: Date Wanted:. !! 7.___ i a. mm 2.1- 2.1- / p.. Requester: Phone A) (o - t D I 1 -" 1 "/ IApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector 644,v'i I 1 A_A �� EIN'SPECTION FEE REQ IRED. Priory) ext inspection, fee must be ° pai at 6300 Southcenter blvd., Suite 100: Call to schedule reinspection. Date: 7— Z 7-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY • OF TUKWILA BUILDING-DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr ect: Type of Inspection: Address: L-I 4 3 2 1 O, T Date Called: Special Instructions: Date Wanted :. .-- m, Requester: Phone No: ., (-5 — 3 Lic -. q -1-7:-3 1 0 pproved per applicable codes. COMMENTS: ElCorrections required prior to approval. 3 ( ) '111 f A/� t-1 f Date: 4AJ is .�.., .ct.v_1 77-> _ - ri REINSP CTION FEE REQUIRED Prior to nex inspection. fee must be pid a 630 Southcenter Blvd., uite 100. Call to schedule reinspection. S7 INSPECTION INSPECTION RECORD Retain a copy with permit INSPECTION NO. h PERMIT NO. CITY,OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 - 3670,. Permit Inspection Request Line (206) 431 -2451 )Se) Pro'ect: - Type of Inspection...-. y4/�a 1 eo S Date Called: a 1a 7 l i A Special Instructions: �// hour 1' 7l 6J r Cai t l h W ` Jo f0S -Pec� f4/\' Date Wanted:. / / ?J lia- a.m p.m. Request (di nGtrkt: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: `--"VilloJed( Inspector: Date: I 7-- n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . 5D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1712-- 150 •CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: . . 42 ,1) ,co.4,m--, of _ .. Type of Inspection: sD otgrrt ;/-) s 7n. s fa ((ea' 40 Address: tiq.-;2._ .S /so s Date Called: AI& 112- ...-- Instructions: 0; Date Wanted: ‘:.m.Special Requester: Phone No: ElApproved per applicable codes. OCorrections required prior to approval. COMMENTS: . • • r. ..- . ' . . otgrrt ;/-) s 7n. s fa ((ea' 40 - - c1.-R1 strifac,r-SS. 04._ In loacif-r0// . Iiti drairLS fiat, P, hl e./1 i061+49 "A . 4-0 - -k-ke., 1610 -s toa...(e_ otint/c Me Loe6f- .d p.. 0.-C 4-11e_ ripper/ ctlid( rerf ill r-; 14-crA1-1 n ..(- giu , 4 A. f'7 0 2 f . , . . . e tre-rnek A :c k io AS 46eei a (7 • ' , • - Inspector: 125 Date: ( 2- r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit r) r Is0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park, East, Tukwila, Wa. 98188 206- 575 -4407 Proj-. :, '. it ,. SM , 12e Type of Inspection: aP �- —F ,QA I )(3c4} Address: L/LI 3a, Suite #: IS-0-44— Contact Person: Occupancy Type: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Rk —1–e S – 0 K– ca- '�l L/ v g Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / sue— Date: (-z - II - 15-Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /Jla- ISv PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 5,11 \ �. (2-e Sprinklers: Fire Alarm: T e .of Inspe .Q - on: ewe__ Address: 14 q 3 a-- Suite #: S 1 c) 4" Contact Person: Special Instructions: ..' c( vL/ Y3A- Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ..' c( vL/ Y3A- ---- 01C- f i . f d Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: &.I\ s ?--- Date: 2) iK// _ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive• -an -invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -s - /a - /SO PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ! - Project: ) 5 �Q. iv`. R,e.\ a- ��c..e. Type of Inspection: se Address: qt(3 a; Suite #: S / S O Contact Person: Special Instructions: OIL' i/o PS C Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire: Permits: OIL' i/o PS C illy Or O/c 01 - - T CO L}-Cr-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Type: ' Inspector: a/`., Scyl, cr Date: f(J /97J(9- Hrs.: 02 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 FILE COPY Permit No.� -- ��t�� 150-4( 11A-kw`t\o, Nu tN(YE R 00`i Z nc xx r i 1 i n G • CAM 2ES Q EET1oro1 3.002_ C r\v Uf_CU 3CD 1 31-1 P LAvA te-i N ACa/ -Puctir4 REVIEWED FOR CODE COMPLIANCt APPROVED JUN 2 q 2012 144th St t St S 142nd SI a .1 148th SI S 139th St to These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: .5 -Il 12 5 140th St a rn S 142nd St 5 139th St S 140th SI 5 142nd 5l 5141.051 S144th St U) a 5 150th St v S 152nd St Southce ter BWO 's S 145th St 5 m 5 146th SI 5 148th St . . 4 9-6i° 0) S 150th S1 5 150th St N SOl nen*61 046 w S 14416 St 0 rr S 144th SI 5 to Tukwila 01 3 N • En 5 147th St S144th St ti 5 8 1501, st pi to S1� S S2nd St 5 152%. rr R a .o s co s,581hst to S 158th sr 5 th St 6 l80tn St S 160th St S1 S 16181 SI `5 159th St R��` itt„A MAY 0 7 2012 1�hriner8 g TeMIT CENTER t412 Goo11e - y 11.0CtL4 8285# 103 0033 107.67 LOT 4 --tc:900 1 115064 0089 0 62.49 CO o LOT 5 ° 1s 108888 6A 2r 3' 5 2.60 6 o O; 34# )90 0035 0041 26076 #s 0039 • • t r I `9 -00s2.- 49608 #s 128.68 LOT 4 ¢¢140 c T `° • 004200 0 M0073 0 0 12867 #s 00 0073 128.66 :1f 20 LOT 5 4414 000750 0075 007§"o o #s 3 -20 1.69 39.72 1 35.28 04 . 0048 12800 #s 0052 LOT 2 SITE 0071 10635 #s 114 0071 12800 #s 0068 12 128p0 #s 006C 69 004200 10 0091 111 •-I 6507# 40119 #s 0080 0) ▪ 001200 o 00]1 -. 0 Z 15431 #s a 52.60 P L02 -037 128.79 co 0074 _,s .a_ 10200 #s 10350 #s 9000 #s 0062 006 59.79 S, sr 77 ti 15 1 O tit 4 14:10.4 ,sr 1.6. Case 1100 •6 EASE 6.31 :4'1' - :• ' • • ,: '..A.. •• . ,= 41^• '. '�t5' 1111 X- -.cy _. ........_. .s.. r,- .,.. _.. ..•. e. 1. _..... -. .. n� .. .,,e .. �G.':i:, 4aw - K C a0La aNe r N s t 0n5r*t -5 s,6 X. vFaa l t• <xd0 0 4 0 N0n1 X, .a..owr�r.r s2,l1 *'• LEGAL DESCRIPTIONS 3 %PKU1036j ENTIRE PARCEL: - TRACTS 13 AND I4, BLOCK 4, SECCNO44.00IT10N TO A0145' HONE TRACTS;` ", ACCORDING TO PLAT RECOROEO q VOL•E 12 OF PLAT.3, PAGE 50, IN 0141G COUNTY. WASHING-K. - -, e6 rM+ES .511•[0 :.• r n5 1. e 1 + 0,0E , NO0-U. irl ISAI 01110. 100+ Or/ 1564[ +011 n 101 101.110 u • 0111 ICAA RI MOIE 4X0+• :Xy nom . AA, N 54401 46:4• •O Clly /AMA,. 460 CSCJ•.K1 Sf(ONC- :11001T/l1A .r0 aims Alf TRACTS, 601. O/9: -JET K. PUMA I to W- •n•� una m.. ... -.. TRACT 8 12066' 1 'LOT 31 10630 ar- ff. O'9ye7A9' "A' 12006' f jqA ` -ml.i f =: 'LOT sl F 0(41175 6 ' ROUSE ...11 �.� 4 Ba 11.100 la ' 41, I pg m 41 Y u 7 -. - .b A4- . , o 03. j 0 uw_ma1p1A.- , 16(405_•(4 / ' R ` Our _ Tn 1 \ .' 12945 Fib ! ~ I = \\ 1'- ^- (4(44x00 - -. ''\TS\ I W.. -. ..--1-. ,) 1e 0',411,'. -q. .1 o.¢ 1-, -_,.: I ILor 6' 15,14 .a r1. •ANC[ SASOGIAILS 100117 *N0Alµ0VO. 1. Al/TILE *14151GTOX toms • .' 1433M • RSC0401UC CIRTLVZCATI riled for r•dotd tll•___day of ____ In BOOk_____ Oe 90(411•95. 2440 01141.io00 or RISC0300 AND LL5CTI0N6 ; 79G /5' S. 130TH ST - -t H 00'0.1'13- W 2 'CA 1605)4 SF far Siy1M wAT1jl 1 - -._ a i .a DETENTION'" N 90'09 ESOMEA12 '03' - 8.67 N:12, t0 BE 0004C•TE0 r0 THE 041N OF TOKWILA w1TH THE REL0251104 OF THIS SHORT PLAT. • I1I11 X eB•95•I3- w 120.63' RICO:WING •0- , 199 •t ___ et Cbe re4+.e•t of 504•0. A410.. ,I •. it _ J/1 Tom , �!-" GORY STOWS CIRTZr WATTS AFTER THE 91087 PLAT; -- LOT I Or CITY OF 1+31Wi1A 31ISA) PLAT No ' 1,04-0051 AS RECORDED 1101.0 REC0R01NG 00. - • - RECORDS OF 0046 CO041 + •ASHWOTON ''- aBJECT to MO TOGETHER MITH AN EASES/GM. 'FOR:RKAESS, EGRFJS. AND UTILITIES 15 SHOWN 11ERE011- STA C7 TO A 1 *0AMFIT, 400 SIDE 0(4110. , 00 S10XD HEREON ,sat• n l Ala •,m Atoe LOT 2 OF CITY OF. TLXWILA SHORT PLAT N0:'- -- N I.B4 -00551 OS RECORDED ENDER 0EOO1D)N0 410 RECORDS OFJSLNO COUNTY. WASHINGTOIt -.. • SolJECT 10 UIO' TOGETHER WITH A. EASESENu::••••; FOR 101040; ECAE19 AND UTILITIES A5 SHOWN - HEREON.: SUBJECT TO ADO (01(1004 w1T1 AN 1*001fX[ FOP SsDF SEWER AS eN9VM .[PEON. HY NtaDa LOF S' OF CITY OF 1+1EW1 ,1 SHORi'PLAT +10. � a.w..- 4.34.0001 .AS 0 00*140O RING C REC400 ASNI I 0(1:0005 OF KI1'G occTrc.NASNMGTON: • TOGETHER yo TN •fASEMNT FOR 1010(5S, EGRESS 0AE40 03 U0[0[31 TIUTIE9 At A9 511OWN NE18�Ni 1 9+011 00 (041 0)041 4400 • 111005 11(111'05. : LOT • oF.0110 TUCNILA SHORT PLAT ;10, 1 54-0050 _ "AS RECORDED 1.04041 RECORDING NO 4(4O 005 OF KR4G CG ArHINAT OHI 1104447 TO AND ETHER 0115 AN EAS EMENT EAFNT FOR OGRESS, EGRESS. 110 Ol SHOwN I�n SA SEWER [A SNUr S SHWNW , rRl TI n01M 00 4E1 400RAM • 1*L 3 Or Cat OF 713 0 +414 . SHORT PLAIT N0. 194 -0050 Al RECORDED UNDER RECORDING 140. 0EGollu'OF-.t0G CFGE[T WASHINGTOIr • 9.0JECT TO MG TOGETHEO;WITH AN EASEMENT FOR DIGRESS. EGRESS - -'NJ UTILITIES AS SHOWN H1E1¢RIE�ON..403*l t0 310 504074 EP 0104 ASMIITAAN SEWOI FASE1ENt AS .c00 NDK9x. 500(4. n .1 14. •1m6. OCRs, a.'An war. • LOT S OP CITY OF T1JNWILA 514001 RAT NO i...$.114.00.50 AS REC00050 [HOER RECORDING N0_ 0(0440.+1 "04.6110- COIIQY_ W.SITH• GTOIC AND UTI :TA AN9.:TSHOTIt_J1 W ITN eM EAI:EMEM FOR 1540.[55. EGRESS • 114 UTILITIE9t4S 0404)4. FOILST • 9118.0005 TO-pN 430 A SAIi'44044 5100.)4 WATER DETENTION AS 5HOW0 IIEERmI 0.04003.30 A LANI110Y SEWO11150tH1 AA 5MOWN 1114405 • • Ca �� d y0 pip C l• RU4TL• X ervm• Jr Ol1??: -;i 1447 41 JIP.M . lJJ . Jf �S O4 T'. ‘�ec 006, S. 146TH 7. 1 S (41,(40(4 40040(45 \\%*'' © = Q c1 � b 31 _,,,ate.._ -Jy S ICIER Sr >; �$ © Lie 11x.5(4• s. -isaTi s1(. © 0_ pOp�Lour S. MAO St +2)411 • Tarr• A SUBDIVISION OF THE NEV. OF SEC. 22. TWP. 23N, R. 4 E.W.M. (Made from octodl field measurements and recorded surveys by Diher01 SEALE, r • son' 04 +.AA 1110 IN curt /5+041. asp correctly re0Cesant• A survey Bade by •• or under ay direction 1.0 conformance with the req. ...ent• of the Survey Record /nu Act •t the rep,.. et of COMA ',III: AND I.M. STENGEN IN HARCH. 1993. +' �70 ( ;41 er • 64300A* if.0 , Pl. S., Certltf.cot• No. 4013 MORRIS /STENSEN SHORT.PLAT NO. X94 -0050 & L94 -0051 X 104 SWYA OF NES'4 OF SEC. 22. TWP, 23 N., R. 4 E.W.M. CITY OF TUKWILA, KING COUNTY. WASHINGTON 00041. !- • 30' 244 24-Z — 240 23 ,PEA. SM sr Jos- 4 Z' PR SPIKE /N SE S /D6 OF OT/L. POLE E .VW COFNFe OF S /4L E& Sr. ♦ or ND AVE. S • - E[. 27/.Ld <N1VD /4291 75D 728 /0' 20 : 20' 40' SO' Fer • EON. /'WS1'ILI PAk•(T,. TAY NO 00-7 -ZOO - 06 75- 1 I. 4. S 7E//SEA) P4'CEL -TAY ND.: 064266 - 0070 • N86 °OZ' 45" /Z8. 48' /28.48' . '70' ROAD, L/7 /L /7 /ES 1- S70.P /% EA .E'!/ E//7 /4' _ 1.4 f� Y4 24' 20ADWA`/ DIN:V 2"A I 4'YD 4- CO Tae 8.44 "STO,P!? L /NE 7' 131 //VE - M /N, VC W7 TYR ALL ' LDTti /46/2 SF /58.G6 ' /" 1/Y (NEW) /O: 93SSF 4 "SSS 4- "SSS (NEW) ElW 4/1/E S I/RA-AC /I/ . : lo" - S7,7"/-7///1/5 revs/163 /7OC le (AL TEEN/? 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LO6H T /0NS FOR NEW /Jd USES, 0121VEl'VAYS AND ALL 0 7NE, NEW 1/771 /7 /ES /S APPRXX /.`7.97E AND SUBJECT 7d CNANSE 76 .PEEL E C T SEA.ARATE- PE/?/7 /T REOU /.QE/9E/V7S. 77 , 8./PV (rink ` I•woRAiATIo ONLY CONSTPVCT /ON N07ES : • '/. 5 /CN /i /CAN7- 1W4N,SES OVe /IEC. M//579I/<7IL1N MAY 826V/&E . PLAN Kn./IS/DNS . 2. CONTRALTO/L 721 VERIFY ALL EYISTI NC 1/T /1/7.1ES PR /OR TO L'ONS71/C7 /31V. 3, F /L7E17 FENCE 723 BE /N PL.AGE PK /O K. 727 62AD1N4. D /571.12BED AREAS, ESPF< /ALLY 2.PA54- L ///ED D /TONES AND 8l6 -EW/JL e • 74 BB RESEEDED By SEED, TVR c OP NYDI0- SEED A5 - SOON -AS P8551817 .F4114W /NL, CON57RUC TAD N. S: F /L7ER. FENCE 723 28,-18 /A, 111 PL.-32 E 3.1/ /7 /L 24Veo P7,1770/4 15 COMPLETE. . ruce S. MacVeigh, PE.— Civil Engineer Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project trdormation Contact information 1 I ti >h14, 5r-1N. -D t2rl5v Pei r• This set of forms has been developed to assist•permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy ofthe energy code, go to the following web address. http : / /www.energy.wsu:edu /code Option Glazing Areal': % of Floor Glazing U- Factor Door 9 " U-Factor 'r Ceiling Vaulted Ceiiind 6 WaIII'' Above Grade Wall- int Below Grade Wall. exi Below Grade • Floors Slab' on Grade Venial tt Overhead 01 13% 0.34 0.50 0.20 R49 or R -38 Adv. R -38 R -21 Int' R -21, TB R -10 . • R -30 R -I0, 2' • Q II 25% 0.32 0.50 0.20 . R-49 or R-3B Adv. R -3R R -2I Int' . R -21, TB. R -I0 R -30 R -I0, 2' 0II1 • Unlimited • - 030 0.50 0.20 R-49or R -38, Adv. R -38 R -2i Int' R -21, TB R -I0 R -30 .R -I0, 2' See WSEC table 6-1 for footnotes Glazing Schedule Aoached to Document © Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. AM glazing . and doors meet maximum U- factor. Alternate heating size method submitted. O Option I or It; Glazing to floor area limit (WSEC 602.7.2) o • Area weighted window, skylight or door U- factor (WSEC 602.7 :2) O As part of the heating and cooling system sizing calculation (IRC M14013 & WSEC 503.2.2) Radiant slab: ❑ R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Reauired Opt. Opt. Description la High Efficiency HVAC Equipment 1 lb High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c " Super - Efficient Buiidin_g Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating - 6 Small Dwelling Unit 7 Large Dwellinj Unit " 8 Renewable Electric Energy Total Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 '1200 kwh CRY o TUICWILA IJUL •0 3 20121 °ERIUrT P,ENTEF REVIEWED FOR CODE COMPLIANCE APPROVED JUL. 1 1 2012 City of Tukwila BUILDING DIVISION WSUEEP10-010 Copyright 2010 REVISION N 1 2- 1 CU 55361 WWrxk e5O �'- IntdoorDesign Temperature Outdoor Design Temperature Design Temperature Difference indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule ao JAJD79 r i 70 ALI Attic. R -49 R -38 Advanced U- Factor X 0.027 0.026 E'', 5 Area aoa5 Sinale Rafter or Joist Vaulted Ceilinas U- Factor X Area 0.027 R -38 Vented Above Grade Walls R -21 Floors U- Factor X Area 0.056 R -30 = UA 5,6 9,-/ = UA = UA 3cR U- Factor X Area 0.029 • Below Grade Walls 2' Depth 3.5' Depth 7' Depth J /S� U- Factor X Area Walls U -0.042 Walls U -0.041 Walls U -0.037 Slab Below Grade 2' Depth 3.5' Depth 7' Depth .F- factor X Length 0.59 0.64 0.57 1-73,Y8 = . UA I-13,/' = UA =. UA Slab on Grade F- factor X . Length = UA R -10 2' perimeter 0.54 R -10 Full - Heated 0.55 Sum of UA Envelope Heat Load Sum of UA X Design Temperature Difference Air Leakage Heat Load ((Volume X_0.6) X Design Outdoor Temp) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load /,6n 1av 'j 66/0.9 l910ys Btu /Hour Btu / Hour Btu / Hour 1 his _ I,19 ?b./21Btu / Hour If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 if ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 W SEC Prescriptive Worksheet (2010 Edition) 150% Btu / Hour -PST D 12-15o W SUEEP10 -010 Copyright 2010 EN6INEERIN6 ANALYSIS FOR: RB SMITH DEVELOPMENT SITE: 34XX 5. 150TH ST. TUKWILA, WA 98188 FILE COPY Poorest I 11 1 1 II----11, U 1 ORIGINAL STAMP MUST BE RED TO BE VALID D FO PUAN E APPROVED JUN 2 q 2012 City a& Tukwr a BUILDING DIVISION cmR5APAIA MAY' 0 7 2012 PERMIT CENTER Dit- 11■1 lSu DATE: PLAN NUMBER: .r'— °= ,-,4;-, '` PACIFIC NORTHWEST EN6I NEE RIN6 INC. 4 -24 -2012 NHD 5-2572-b N _ .ir'M r. I lAig G IJ G f N.G G A 1 AI Q 1944 bwkAm7Wh0714Tumw.WA96402 Phone (677)682.2!70 CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. __.. .mr• ® fJ C'I N QL3 R 1 iv a= The enclosed documents are to be used in conjunction with the plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity loads in accordance with the 2009 IBC have been performed and incorporated into stamped "5" sheets. All analyses and calculations are included in this engineering report. Engineering assumptions are listed below. If these conditions are not present at the site, these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code 2009 International Building Code Seismic Design Catagory D 5s 1.51 51 0.50 Response Mod Factor 6.5 Site Class D Basic Wind Speed 85 MPH Exposure B LIVE LOADS (psf) U.N.O. - Uninhabitable attics without storage 10 - Uninhabitable attics with storage 20 - Habitable attics and sleeping areas 30 - All other areas 40 DEAD LOADS (psf) U.N.O. -Roof with composition roofing - Floor SNOW LOADS (psf) U.N.O. -Snow SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 18" 15 10 30 PACIFIC NORTHWEST ENGINEERING INC. 1944 Pacific Ave; Ste 310 Tacoma, WA 98402 Phone (253) 682 -2850 Fax (253) 682 -2851 2 of 50 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN NHD S- 2572 -D.wsw Level 1 of 2 D -1 WoodWorks® Shearwalls 9.13 M C -1 A -1 D -2 Apr. 25, 2012 17:08:41 II D -3 co A -3 A -4 A -5 45' 42.5' 40' 37.5' 35' 32.5' 30' 27.5' 25' 722.5' 20' 17.5' 15' 12.5' 10' 7.5' 5' 2.5' 0' A -2 ' 25' 5' 7:5' 10' 12.5' 15' 17.5' 20' 22.5' 25' 27.5' 30' 32.5' 35' 37.5' 40' 42.5' 45' 47.5' 50' 52.5' 55' 57.5' 3 of 50 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN NHD S- 2572 -D.wsw Level 2 of 2 • 11111111111111111111111 WoodWorks® Shearwalls 9.13 Apr. 25, 2012 17:08:41 45' 42.5' 40' 37.5' 35' 32.5' 30' 27.5' c�a n 25' 22.5' 20' 17.5' 15' 12.5' 10' 7.5' 5' 2.5' 0' 0' 25' 5' 7:5' 10' 12.5' 15' 17.5' 20' 22.5 25' 27.5' 30' 32.5' 35' 37.5' 40' 42.5' 45' 47.5' 50' 52.5' 55' 57.5' B -1 v A -1 D -1 A -2 B -2 4 of 50 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 9.13 NHD S- 2572 -D.wsw Project Information COMPANY AND PROJECT INFORMATION Company ASD Load Combinations 0.70 Seismic 1.00 Wind Project Pacific Northwest Engineering, 1944 Pacific Ave.; Suite 310 Tacoma, WA 98402 Phone: (253) 682 -2850 Inc. NHD S- 2572 -D DESIGN SETTINGS Apr. 27, 2012 15:37:02 Design Code Wind Standard Seismic Standard IBC 2009 /AWC 2008 SDPWS ASCE 7 -05 All heights ASCE 7 -05 ASD Load Combinations 0.70 Seismic 1.00 Wind Building Code Capacity Reduction Wind Seismic 1.00 1.00 Service Conditions and Load Duration Duration Temperature Moisture Content Factor Range Fabrication Service 1.60 T < =100F < =19% < =19% Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 4.00 2.50 Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Ignore non - wood -panel shear resistance contribution... Wind Seismic when comb' d w/ wood panels Always Collector forces based on... Hold -downs Applied loads Drag struts Applied loads Shearwall Relative Rigidity: Wall capacity Design Shearwall Force /Length: Same for all walls Case 2 rigid diaphragm load distribution: 75% loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II - All others Category II - All others Wind ASCE 7 -05 general analytic method for all bldgs Seismic ASCE 7 -05 equivalent lateral force procedure Design Wind Speed 85mph Exposure Exposure B Enclosure Enclosed Structure Type Regular Design Category D Site Class D Topographic Information [ft] Shape Height Length - - - Site Location: - Spectral Response Acceleration S1: 0.500g Ss: 1.510g Fundamental Period T Used Approximate Ta Maximum T E -W N -S 0.174s 0.174s 0.174s 0.174s 0.208s 0.208s - - Response Factor R 6.50 6.50 Fa: 1.0 0 Fv: 1.50 5 of 50 1 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 Structural Data STORY INFORMATION RI OCK and ROOF INFORMATION Story Clew (ft] Floor /Ceiling Depth [in] Wall Height [ft] Ceiling 20.67 0.0 Block 1 Level2 12.67 10.0 8.00 Levell 2.83 10.0 9.00 Foundation 2.00 Side 23.0 RI OCK and ROOF INFORMATION WoodWorks® Shearwalls NHD S- 2572 - D.wsw Apr. 27, 2012 15:37:02 SHEATHING MATERIALS by WALL GROUP Block Dimensions (tt] Grade Face Type Roof Panels Slope Overhang [11] Block 1 2 Story E -W Ridge Fasteners 1.50 5.50 16 Location X,Y = 9.25 8.25 North Side 23.0 1.00 Extent X,Y= 45.75 31.75 South Side 23.0 1.00 Ridge Y Location, Offset 24.13 0.00 East Gable 90.0 1.00 Ridge Elevation, Height 27.41 6.74 West Gable 90.0 1.00 Block2 2 Story N -s Ridge Y 1,2,3 2 Exi Location X,Y = 21.00 4.00 North Joined 157.0 1.00 Extent X,Y = 18.50 4.25 South Gable 90.0 1.00 Ridge X Location, Offset 30.25 0.00 East Side 34.0 1.00 Ridge Elevation, HeigM 26.91 6.24 West Side 34.0 1.00 Block 3 2 Story N -5 Ridge End Structural sheath 24/16 7/16 Location X,Y= 27.50 2.00 North Joined 90.0 1.00 Extent X,Y= 12.00 2.00 South Gable 90.0 1.00 Ridge X Location, Offset 33.50 0.00 East Side 34.0 1.00 Ridge Elevation, HeigM 24.71 4.05 West Side 34.0 1.00 Block 4 1 Story E -W Ridge Location X,Y = 0.00 1.75 North Side 23.0 1.00 Extent X,Y = 9.25 38.25 ,^,oath Side 23.0 1.00 Ridge Y Location, Offset 20. 88 0.00 East Gable 90.0 1.00 Ridge Elevation, Height 19.95 B.12 West Gable 90.0 1.00 WoodWorks® Shearwalls NHD S- 2572 - D.wsw Apr. 27, 2012 15:37:02 SHEATHING MATERIALS by WALL GROUP Legend: Grp- Wall Design Group number, used to reference wall in other tables Surf - Exterior or interior surface when applied to exterior wall Ratng - Span rating, see SDPWS Table C4.2.22C Thick - Nominal panel thickness GU - Gypsum underlay tNdoess Pty - Number of pies (or layers) in owrsbuc ion of plywood sheets Or- Orientation of longer dimension of sheathing panels GvN - Shear stiffness in lbhn. of depth from SDPWS Tables C4.2.2A -B Type - Fastener type from SDPWS Tables 4.3A -D: Nall - common wire nail for structural panels and lumber, coder or gypsum wallboard nail for GWB, plasterboard nail for gypsum lath, galvanised nag for gypsum sheathing; Box - box nail; Casing - casing nail; Roof - roofing nail, Screw - drywall screw Size - Common, box, and casing nails: refer to SDPWS Table Al (casing saes = box sizes). Gauges: 11 ga = 0.120' x 13/4' (gypsum sheathing, 25G2' fiberboard), 1-1/2-(lath 8 plaster, 112' fiberboani); 13 ga plasterboard = 0.92' x 1- 1/8' Coder or gypsum wallboard nail: 5d= .086'x1 -543 6d =. 092'x1 -7/8"; 80 =. 113' x2- 3Ar6/8d= 6d base ply, 8d face ply for 2- ply GWB. Drywall screws: No. 6, 14/4* long. 5r8' gypsum sheathing can also use 60 cooler or GWB nail D/- Defamed nails ( threaded or sprag, with increased withdrawal capacity Eg - Panel edge fastener spacing Fd - Field spacing interior to panels Bk- Sheathing is nailed to blocking at at panel edges; Y(es) or N(o) ._ Apply Notes - Niles below table legend which apply to sheathing side Notes: 1.Capacity has been reduced for naming specific gravity according to SDPWS T4.3A Note 3 and IBC T2306.3 Note a. 2. Framing at adjoining panel edges must be 3' nominal or wider with staggered nailing according to SDPWS 4.3.7.1.4 and IBC T2306.3 Note e. 3. Shear capacity or current design has been increased to the value for 15/32' sheathing with same nailing because stud spacing is 16' max or panel orientation is horizontal. See SDPWS T4.3A Note 2 and IBC T2306.3 Note d. FRAMING MATERIALS by WALL GROUP Wall Group Species Grade b in Sheathing Spacing in SG E psi" 6 1 1-lem-F6 Fasteners 1.50 5.50 16 Apply Grp Surf Material Ratng Thick in GU in Ply Or Gvtv Ibs/in Size Type DI Eg in Fd in Bk Notes 1 Both Structural sheath 24/16 7/16 - 3 Harz 27000 84 Nail N 3 12 Y 1,2,3 2 Exi Structural sheath 24/16 7/16 - 3 Hors 27000 8d Nail N 6 12 Y 1,3 3 Exl Structural sheath 24/16 7/16 - 3 Horz 27000 8d Nail N 4 12 Y 1,2,3 4 End Structural sheath 24/16 7/16 - 3 Horz 27000 8d Nail N 6 12 Y 1,3 5 1 Stmctuml sheath 24/16 7/16 - 3 Horz 27000 84 Nall N 4 12 Y 1,2,3 Legend: Grp- Wall Design Group number, used to reference wall in other tables Surf - Exterior or interior surface when applied to exterior wall Ratng - Span rating, see SDPWS Table C4.2.22C Thick - Nominal panel thickness GU - Gypsum underlay tNdoess Pty - Number of pies (or layers) in owrsbuc ion of plywood sheets Or- Orientation of longer dimension of sheathing panels GvN - Shear stiffness in lbhn. of depth from SDPWS Tables C4.2.2A -B Type - Fastener type from SDPWS Tables 4.3A -D: Nall - common wire nail for structural panels and lumber, coder or gypsum wallboard nail for GWB, plasterboard nail for gypsum lath, galvanised nag for gypsum sheathing; Box - box nail; Casing - casing nail; Roof - roofing nail, Screw - drywall screw Size - Common, box, and casing nails: refer to SDPWS Table Al (casing saes = box sizes). Gauges: 11 ga = 0.120' x 13/4' (gypsum sheathing, 25G2' fiberboard), 1-1/2-(lath 8 plaster, 112' fiberboani); 13 ga plasterboard = 0.92' x 1- 1/8' Coder or gypsum wallboard nail: 5d= .086'x1 -543 6d =. 092'x1 -7/8"; 80 =. 113' x2- 3Ar6/8d= 6d base ply, 8d face ply for 2- ply GWB. Drywall screws: No. 6, 14/4* long. 5r8' gypsum sheathing can also use 60 cooler or GWB nail D/- Defamed nails ( threaded or sprag, with increased withdrawal capacity Eg - Panel edge fastener spacing Fd - Field spacing interior to panels Bk- Sheathing is nailed to blocking at at panel edges; Y(es) or N(o) ._ Apply Notes - Niles below table legend which apply to sheathing side Notes: 1.Capacity has been reduced for naming specific gravity according to SDPWS T4.3A Note 3 and IBC T2306.3 Note a. 2. Framing at adjoining panel edges must be 3' nominal or wider with staggered nailing according to SDPWS 4.3.7.1.4 and IBC T2306.3 Note e. 3. Shear capacity or current design has been increased to the value for 15/32' sheathing with same nailing because stud spacing is 16' max or panel orientation is horizontal. See SDPWS T4.3A Note 2 and IBC T2306.3 Note d. FRAMING MATERIALS by WALL GROUP Wall Group Species Grade b in d in Spacing in SG E psi" 6 1 1-lem-F6 Stud 1.50 5.50 16 0.43 1.20 2 Hem-Fir Stud 1.50 5.50 16 0.43 1.20 3 Hem -Fir Stud 1.50 5.50 16 0.43 1.20 4 Hem-Fir Stud 1.50 5.50 16 0.43 1.20 5 Hem -Fir Stud 1.50 5.50 16 0.43 1.20 Legend: Wall Group - Wail Design Group b - Stud breadth (thickness) d - Stud depth (width) Spacing - Maximum on-centre spacing of studs or design, actual spacing may be less. SG - Specific gravity E - Modulus of elasticity Notes: Check manufacture requirements or stud size, grade and specific gravity (G) for all shearwa8 hold -downs. 6 of 50 7 of 50 3 WoodWorks® Shearwalls SHEARUNE, WALL and OPENING DIMENSIONS NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 North-south Sheanines Type Wall Groups) Location X[8] Extent [8] Start End Length [ft] FHS [1t] Wind Seismic Height (8] Lanai Level 1 Line 1 Seg 2 0.00 2.00 40.00 38.00 38.00 38.00 9.00 Wall 1 -1 Seg 2 0.00 2.00 40.00 38.00 38.00 38.00 - Une 2 Level 2 Line 2 Seg 2 9.00 8.00 40.00 32.00 32.00 32.00 8.00 11a11 2 -1 leg 2 9.00 8.00 40.00 32.00 32.00 32.00 - Une 3 Level 1 Line 3 Seg 5 12.00 2.00 40.00 38.00 12.00 12.00 9.00 Wall 3 -1 Seg 5 12.00 28.00 40.00 12.00 12.00 12.00 - Une 4 Level 2 Line 4 NSW 21.00 4.00 8.00 4.00 0.00 0.00 8.00 Wall 4-1 NSW 21.00 4.00 8.00 4.00 4.00 4.00 - Une 5 Level 2 Line 5 NSW 27.50 0.00 42.00 42.00 0.00 0.00 8.00 Wall 5 -1 NSW 27.50 2.00 4.00 2.00 0.00 0.00 - Level 1 Line 5 Seg 2 27.50 2.00 40.00 38.00 19.00 19.00 9.00 Wall 5 -2 Seg 2 27.50 2.00 24.00 22.00 19.00 19.00 - Opening 1 - - 16.50 19.50 3.00 - - 6.75 Wall 5 -1 NSW 27.50 0.00 2.00 2.00 0.00 0.00 - Wall 5 -3 NSW 31.00 40.00 42.00 2.00 0.00 0.00 - Line 6 Level 2 Line 6 NSW 39.50 0.00 42.00 42.00 0.00 0.00 8.00 Wall 6 -1 NSW 39.50 2.00 8.00 6.00 6.00 6.00 - Level1 Line 6 NSW 39.50 0.00 42.00 42.00 0.00 0.00 9.00 Wall 6 -1 NSW 39.50 0.00 4.00 4.00 4.00 4.00 - Wall 6 -2 NSW 41.00 40.00 42.00 2.00 0.00 0.00 - Une7 Level 2 Line 7 Seg 2 55.00 8.00 40.00 32.00 32.00 32.00 8.00 Wall 7 -1 Seg 2 55.00 8.00 40.00 32.00 32.00 32.00 - Level 1 Line 7 Seg 4 55.00 4.00 40.00 36.00 26.00 26.00 9.00 Wall 7 -1 Seg 4 55.00 4.00 40.00 36.00 26.00 26.00 - Opening 1 - - 9.50 14.50 5.00 - - 6.75 Opening 2 - - 29.50 34.50 5.00 - - 6.75 East -west Type Wall Location Extent [ft] Length FHS [ft] Height Shearines Groups) Y [ft] Start End [ft] Wind Seismic [9] Une A Level 2 Line A Seg 2 2.70 21.00 39.50 18.50 12.00 12.00 8.00 Wa11 A -2 Seg 2 2.00 27.50 39.50 12.00 5.50 5.50 - Opening 1 - - 30.25 36.75 6.50 - - 6.75 Wall A -1 Seg 2 4.00 21.00 27.50 6.50 6.50 6.50 - Level 1 Line A Seg 1 2.41 0.00 55.00 55.00 6.25 6.25 9.00 Wall A -1 Seg 1 2.00 0.00 27.50 27.50 3.50 3.50 - Opening 1 - - 3.50 27.50 24.00 - - 6.75 Wall A -3 Seg 1 4.00 39.50 46.50 7.00 2.75 2.75 - Opening 1 - - 39.50 43.75 4.25 - - 6.75 Wall A -2 NSW 0.00 27.50 39.50 12.00 12.00 12.00 - Wall A -5 NSW 4.00 53.50 55.00 1.50 0.00 0.00 - Wall A -4 NSW 4.00 46.50 53.50 7.00 7.00 7.00 - Line B Level 2 Line B Seg 3 8.00 9.00 55.00 46.00 13.25 13.25 8.00 Wall 0 -1 Seg 3 8.00 9.00 21.00 12.00 7.00 7.00 - Opening 1 - - 16.00 21.00 5.00 - - 6.75 Wall B -2 Seg 3 8.00 39.50 55.00 15.50 6.25 6.25 - opening 1 - - 39.75 42.75 3.00 - - 6.75 Opening 2 - - 46.00 52.00 6.00 - - 6.75 UneC 8 of 50 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 SHEARUNE, WALL and OPENING DIMENSIONS (continued ] Level 1 Line C Seg 2 Wall C -1 Seg 2 Une D Level 2 Line D Seg 2 Wall D -1 Seg 2 Opening 1 Opening 2 - Opening 3 Level 1 Line D Seg 2,4 Wall D -1 Seg 2,4 Opening 1 - Opening 2 - Wall D -3 Seg 2,4 Opening 1 - Opening 2 - Wall D -2 NSW 24.00 0.00 24.00 4.50 1' 40.00 9.00 55.00 46.00 31.00 40.00 9.00 55.00 46.00 31.00 - 13.00 18.00 5.00 - - 28.00 33.00 5.00 - - 46.50 51.59 5.00 55.00 55.00 23.00 23.00 27.50 23.00 23.00 23.00 31.00 31.00 40.00 0.00 55.00 55.00 24.25 24.25 40.00 0.00 31.00 31.00 21.50 21.50 - 4.25 9.25 5.00 - - - 21.50 26.00 4.50 - - 40.00 41.00 55.00 14.00 2.75 2.75 - 41.25 44.25 3.00 - - - 47.00 53.00 6.00 - - 42.00 31.00 41.00 10.00 10.00 10.00 9.00 8.00 6.75 6.75 6.75 9.00 6.75 6.75 6.75 6.75 Legend: Type - Seg = segmented, prf = peAOrated, NSW = n0nshearva6; Location - dimension pap. to wall; FHS - length of MMeigM sheering; Wail Group(s) - refer to Materials by Wall Group table, refer to Shear Results tables & each design case if more than one group 9 of 50 NHD S- 2572 - D.wsw Apr. 27, 2012 15:37:02 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 WoodWorks® Shearwalls 0 a 00 Q 0 m.5 mN MN "2P," oom,.emm O 0010 mN N N N N ry N 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 2 0 0 0 0 0 0 NNeeNNeeNNeeNNee.+.y .+.+.+n.+ Y U U U U Y d U . ci. ci. ci. ci. ci. ci. ci. ci. ci. ci. ci .Ci °n.ci.ci-ci.ci.ci.ci.ci°-cio .1a aaa aaaa a 00.10..10 aaaa aaa.�J 9 D 9 9 0 0 0 U U Y U U D 9 D D D 9 U U U U 9 0 C C C C y C C C C C C Y Y Y Y.y.0 3333 �'SSSSSSa333333aa 33 A n A A A n A /Wi 3 3 3 3 3 3 3 3 A A A Z A A A n 3 3 3 3 3 3 3 3 W W W W W W W W m m W H 2 2 Z 2 d U N Y d N Y U d U pp U d U U d N p l i g q 1 q q 1 1 d J p 0 g q w w w w w w W W W o u W O W O 0 0 u 0. g 0,T 0 0 0 0 0 0 0 aaaaaaaaaaaaaaaaaa 0 0 aa aaaa 3 3 3 3 W W W W 3 3 3 3 W W W W 0 m Z Z W m Z 2 YYYYYxxx,<yYYYYYYxxxYYY,<y U U U U U U U U U U U U U U lJ U U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 V=1 on the North, East, South, West face(s) based on 10 psf minimum wind pressure as per ASCE 7- Rtg Y Wem a d 0 gagm a W y !sr) �] 4 m0Oem99r•000 .0 0. 00 00VNOON000 rv.+ N.. em o 00 00 00 o mm MN ° ON .+N me ry ..N em mNmmrJm m mmrvmrvmNmN m m mm mrJ N 2N N ! 0 NN N0 eemmrvrv'". r.n .n !!!!!!!MT ,;n m avvaeee veo0eeooee0oee0olYmmmmmmm mNNmmNNmmrvNmmrvrvmommOOmm e rvrvvvrvNVaNrvevrvrle v.n .n .n .n .n .n NN NN NN NNmmmmmmmm mmmmmmmm m mmmmmmm mmmmmmmmm mm mW '- '� ^""^''� mm NN rvry rvry NN mbbm rvrvmmNrvmm rvrvmmrvry Y U V V u u U u U d U Y 0 0 0 u Y U U u U Y Y Y 0 V Y V U u u V U u 0 0 Y V V Y Y Y 0 0 0 G O� C1 7.1 1 1 1 1 1 1 w .Ci Oi 1 11 .=YJ N ti 1 :3 1 ti w .Ci .Ci .OJ C C C C C C C C C C C G C aaaa0aaaaaaaaaaaaaaaaaaa a.la a.J .J aaa.aaaaaaaaa�a0a.�a a.i a:aaaaaaaaaaaaa Magnitude Trib Prof Location ]ft] Llbs,p1f,psl1 Ht Start End Start End (R] Load Wnd Surf Case Dir Dir 33 9 :6 9 3 3 a a a a Y V 9 9 "3 :3333333 9 311333333333 9 3 33333333333 1333333" 9 33 3333 .y WWWWWWWW3333333000000 WWWWWWWW3333333300020000 WW^W3333000 n A n n A A n n A A n n A A n 33333333 Wmm 1mWr011d000n 2222 33333333010001W ril J0101000 m2332 333310110101000002222 Load Wnd Surf Case Dir Dir W Y V .gym w w uwwo ao 0 ao wo woO ao O ao woO wo O ao O .!i4.".4444444444.!: °o 0 ao wo wo° tiau V U . " .V ti Y y .V u V aao uu19 u1 nanan 0 0 0 0 K w 4 1:4 C u aC u u ou accaaa 0 0 0 0 0 0 0 3u3n3 nJ3 n aund yau uiu n u aaaaaaaaaaaaaaaaaaaaaa uuauuaauuN aaaaaaa0aa a C a a 0 a a a a a a a a m 3 3 3 3 W W W W 3 3 3 3 w w w W m m Z Z m m 2 2 3 3 3 3 W W W W 3 3 3 3 W W W W 0 0 0 0 0 0 0 0 330000330110100000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NNH N.�INNNHN N.� titi titiHN -1 H.y .�.�H.�N.y .�tiH mmmmmmmmmmlommmmmmmmmmmmm mmmmmmmmmmmmmmJOmmmmmmmmm mmmmmmmmmmmmmmmm JL > Y 9m 0 0 10 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 WIND C&C LOADS Block Building Face Level Magnitude (psi] Interior End Zone Block 1 West 2 14.1 17.4 Block 1 East 2 14.1 17.4 Block 1 South 2 14.1 17.4 Block 1 North 2 14.1 17.4 Block 2 West 2 14.1 17.4 Block 2 East 2 14.1 17.4 Block 2 South 2 14.1 17.4 Block 2 North 2 14.1 17.4 Block 3 West 2 14.1 17.4 Block 3 East 2 14.1 17.4 Block 3 South 2 14.1 17.4 Block 3 North 2 14.1 17.4 Block 1 West 1 14.1 17.4 Block 1 West 1 14.1 17.4 Block 1 East 1 14.1 17.4 Block 1 East 1 14.1 17.4 Block 1 South 1 14.1 17.4 Block 1 South 1 14.1 17.4 Block 1 North 1 14.1 17.4 Block 1 North 1 14.1 17.4 Block 2 West 1 14.1 17.4 Block 2 West 1 14.1 17.4 Block 2 East 1 14.1 17.4 Block 2 East 1 14.1 17.4 Block 2 South 1 14.1 17.4 Block 2 South 1 14.1 17.4 Block 2 North 1 14.1 17.4 Block 2 North 1 14.1 17.4 Block 3 West 1 14.1 17.4 Block 3 West 1 14.1 17.4 Block 3 East 1 14.1 17.4 Block 3 East 1 14.1 17.4 Block 3 South 1 14.1 17.4 Block 3 South 1 14.1 17.4 Block 3 North 1 14.1 17.4 Block 3 North 1 14.1 17.4 Block 4 West 1 14.1 17.4 Block 4 East 1 14.1 17.4 Block 4 South 1 14.1 17.4 Block 4 North 1 14.1 17.4 12 of 50 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 BUILDING MASSES Level2 Force Dir Building Element Block Wall Line Pile Location (R] Start End Magnitude [Ibs,plfpsf] Start End Trib Width (h] E -W Roof Block 1 Line 7.25 41.00 358.1 358.1 E -W Roof Block 1 7 Line 7.25 41.00 358.1 358.1 E -W Roof Block 2 4 Line 3.00 8.25 153.8 153.8 E -W Roof Block 2 6 Line 3.00 8.25 153.8 153.8 E -W Roof Block 3 5 Line 1.00 4.00 105.0 105.0 E -W Roof Block 3 6 Line 1.00 4.00 105.0 105.0 E -W R Gable Block 1 Line 8.25 24.13 67.4 0.0 E -W L Gable Block 1 Line 24.13 40.00 0.0 67.4 E -W L Gable Block 1 7 Line 8.25 24.13 67.4 0.0 E-W R Gable Block 1 7 Line 24.13 40.00 0.0 67.4 N -5 Roof Block 1 Line 8.25 56.00 253.1 253.1 14-5 Roof Block 1 D Line 8.25 56.00 253.1 253.1 N -5 Roof Block 2 Line 20.00 40.50 46.9 46.9 N -S Roof Block 2 Line 20.00 40.50 31.9 31.9 N -S Roof Block 3 A Line 26.50 40.50 30.0 30.0 N -S Roof Block 3 Line 26.50 40.50 15.0 15.0 N -5 L Gable Block 2 Line 21.00 30.25 62.4 0.0 N -5 R Gable Block 2 Line 30.25 39.50 0.0 62.4 N -S L Gable Block 3 A Line 27.50 33.50 40.5 0.0 N -5 R Gable Block 3 A Line 33.50 39.50 0.0 40.5 Both Wall 2 -1 n/a 2 Line 8.00 40.00 40.0 40.0 Both Wall 4 -1 n/a 4 Line 4.00 8.00 40.0 40.0 Both Wall 5 -1 n/a 5 Line 2.00 4.00 40.0 40.0 Both Wall 6 -1 n/a 6 Line 2.00 8.00 40.0 40.0 Both Wall 7 -1 n/a 7 Line 8.00 40.00 40.0 40.0 Both Wall A -2 n/a A Line 27.50 39.50 40.0 40.0 Both Wall A -1 n/a Line 21.00 27.50 40.0 40.0 Both Wall B -1 n/a 8 Line 9.00 21.00 40.0 40.0 Both Wall 0 -2 n/a B Line 39.50 55.00 40.0 40.0 Both Wall D -1 n/a D Line 9.00 55.00 40.0 40.0 Level4 Magnitude Trib Force Building Block Wall Profile Location (f[] (Ibs,plf,pstI Width Dir Element Line Start End Start End [R] E -W Roof Block 4 1 Line 0.75 41.00 84.4 84.4 E-W Roof Block 4 Line 0.75 41.00 84.4 84.4 E -W A Gable Block 4 1 Line 1.75 20.88 81.2 0.0 E -W L Gable Block 4 1 Line 20.88 40.00 0.0 81.2 E -W L Gable Block 4 Line 1.75 20.88 81.2 0.0 E -W A Gable Block 4 Line 20.88 40.00 0.0 81.2 E -W Floor F2 n/a 1 Line 2.00 4.00 197.5 197.5 E -W Floor F3 n/a 1 Line 4.00 40.00 275.0 275.0 Both Wall 2 -1 n/a 2 Line 8.00 40.00 40.0 40.0 Both Wall 4 -1 n/a 4 Line 4.00 8.00 40.0 40.0 E -W Floor F1 n/a 5 Line 0.00 2.00 60.0 60.0 Both Wall 5 -1 n/a 5 Line 2.00 4.00 40.0 40.0 E -W Floor F4 n/a Line 40.00 42.00 50.0 50.0 E -W Floor F1 n/a 6 Line 0.00 2.00 60.0 60.0 E -W Floor F2 n/a 6 Line 2.00 4.00 197.5 197.5 Both Wall 6 -1 n/a 6 Line 2.00 8.00 40.0 40.0 E -W Floor F4 n/a Line 40.00 42.00 50.0 50.0 E -W Floor F3 n/a 7 Line 4.00 40.00 275.0 275.0 Both Wall 7 -1 n/a 7 Line 8.00 40.00 40.0 40.0 N -S Roof Block 4 Line -1.00 10.25 301.9 301.9 N -S Roof Block 4 D Line -1.00 10.25 301.9 301.9 N -5 Floor F2 n/a Line 27.50 31.00 200.0 200.0 N -S Floor F3 n/a Line 31.00 39.50 210.0 210.0 N -S Floor F1 n/a A Line 0.00 27.50 190.0 190.0 13of50 WoodWorks® Shearwalls NHD S- 2572 - D.wsw Apr. 27, 2012 15:37:02 BUILDING MASSES (continued) Both Wall A -2 n/a Both Wall A -1 n/a N -S Floor F4 n/a N -5 Floor F5 n/a Both Wall B -1 n/a B Both Wall B -2 n/a 8 N -S Floor F1 n/a D Both Wall D -1 n/a D N -S Floor F2 n/a D N -S Floor F5 n/a D N -S Floor F3 n/a N -S Floor F4 n/a Both Wall 1 -1 n/a 1 Both Wall 5 -1 n/a 5 Both Wall 5 -3 n/a Both Wall 6 -1 n/a 6 Both Wall 6 -2 n/a Both Wall 7 -1 n/a Both Wall A -2 n/a Both Wall A -1 n/a A Both Wall A -3 n/a Both Wall A -4 n/a Both Wall A -5 n/a Both Wall D -1 n/a D Both Wall D -3 n/a D Both Wa11 D -2 n/a Line 27.50 39.50 40.0 40.0 Line 21.00 27.50 40.0 40.0 Line 39.50 41.00 190.0 190.0 Line 41.00 55.00 180.0 180.0 Line 5.00 21.00 40.0 40.0 1,00 39.50 55.00 40.0 40.0 Line 0.00 27.50 190.0 190.0 Line 9.00 55.00 40.0 40.0 Line 27.50 31.00 200.0 200.0 Line 41.00 55.00 180.0 180.0 Line 31.00 39.50 210.0 210.0 Lane 39.50 41.00 190.0 190.0 Lane 2.00 40.00 45.0 45.0 Lone 0.00 2.00 45.0 45.0 Lane 40.00 42.00 45.0 45.0 Lone 0.00 4.00 45.0 45.0 Lane 40.00 42.00 45.0 45.0 Lone 4.00 40.00 45.0 45.0 Lone 27.50 39.50 45.0 45.0 Lane 0.00 27.50 45.0 45.0 Lane 39.50 46.50 45.0 45.0 Lane 46.50 53.50 45.0 45.0 Lane 53.50 55.00 45.0 45.0 Lone 0.00 31.00 45.0 45.0 Lane 41.00 55.00 45.0 45.0 Line 31.00 41.00 45.0 45.0 Legend: Face Dir - Direction in which the mass is used for seismic load generation, E -W, N.S. or Bath Building element - Roof, gable end wall or floor area used to generate mass, wall line to user - applied masses, Floor - refer to Flan View for floor area number Wall line - Sheartine that equivalent line load is assigned to Location - Start and end points of equivalent line load on wall line Trib Width. - Tributary width: for user applied area loads only 10 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 SEISMIC LOADS level 2 Force Dir Profile Location Pt) Start End Mag Pba,Pir,Pst Start End E -W Line 1.00 2.00 43.2 43.2 E -W Point 2.00 2.00 149 149 E -W Line 2.00 3.00 59.7 59.7 E -W Line 3.00 4.00 122.9 122.9 E -W Point 4.00 4.00 172 172 E -W Line 4.00 7.25 79.7 79.7 E -W Line 7.25 8.00 227.1 227.1 E -W Point 8.00 8.00 226 226 E -W Line 8.00 8.25 227.1 227.1 E -W Line 8.25 24.13 163.8 191.6 E -W Line 24.13 40.00 191.6 163.8 E -W Point 40.00 40.00 379 379 E -W Line 40.00 41.00 147.4 147.4 8-5 Line 8.25 9.00 104.2 104.2 N -S Point 9.00 9.00 263 263 N -5 1109 9.00 20.00 120.6 120.6 N -5 Point 9.25 9.25 220 220 8-5 Line 20.00 21.00 136.8 136.8 N -5 Point 21.00 21.00 33 33 N -S Line 21.00 26.50 136.8 144.5 8-5 Line 26.50 27.50 153.7 155.1 N -5 Point 27.50 27.50 16 16 0-5 Line 27.50 30.25 155.1 162.7 8-5 Line 30.25 33.50 162.7 162.7 8-S Line 33.50 39.50 162.7 146.1 N -5 Point 39.50 39.50 49 49 9-5 Line 39.50 40.50 146.1 146.1 0-5 Line 40.50 55.00 120.6 120.6 0-5 Point 55.00 55.00 483 483 N -S Lone 55.00 56.00 104.2 104.2 Level 1 Force Profile Location pq Mag Pba.Plf.PF0 Dir Start End Start End E -W Poont 0.00 0.00 61 61 E -W Lone 0.00 0.75 23.8 23.8 E -W Lane 0.75 1.75 43.0 43.0 E -W Lone 1.75 2.00 43.0 43.2 E -W Poont 2.00 2.00 195 195 0 -8 Lane 2.00 4.00 83.5 85.4 E -W Point 4.00 4.00 109 109 E -W Lane 4.00 8.00 103.0 106.8 E -W Point 8.00 8.00 125 125 E -W Point 8.00 8.00 3444 3444 E -W Line 8.00 20.88 106.8 119.2 E -W Lane 20.88 40.00 119.2 100.8 E -W Point 40.00 40.00 438 438 E -W Lone 40.00 41.00 40.7 40.7 E -W Lane 41.00 42.00 21.6 21.6 E -W Poont 42.00 42.00 51 51 N -5 Lone -1.00 0.00 68.5 68.5 N -5 Poont 0.00 0.00 370 370 N -S Lone 0.00 9.00 121.8 121.8 N -S Poont 9.00 9.00 145 145 0-5 Poont 9.00 9.00 3712 3712 0-5 Lone 9.00 10.25 130.9 130.9 N -S Poont 9.25 9.25 176 176 N -S Lone 10.25 21.00 62.4 62.4 N -5 Point 21.00 21.00 18 18 0-5 Lone 21.00 27.50 62.4 62.4 N -5 Point 27.50 27.50 19 19 91-5 Lone 27.50 31.00 64.7 64.7 N -S Poont 31.00 31.00 10 10 N -S Lone 31.00 39.50 66.9 66.9 N -S Point 39.50 39.50 48 48 0-5 Lane 39.50 41.00 62.4 62.4 N -S Point 41.00 41.00 10 10 • 14of50 15of50 11 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 SEISMIC LOADS (continued) N -S Line 41.00 46.50 60.1 N -S Line 46.50 53.50 60.1 N -S Line 53.50 55.00 60.1 N -S Point 55.00 55.00 329 60.1 60.1 60.1 329 Legend: Loads in table can be accumulation 06 loads from several building masses, so they do not correspond with a particular building element. Location - Start and end of load in direction perpendicular to seismic force direction Notes: All Toads entered by the user or generated by program are specified (unfactored) loads.The program will apply a load factor of 0.70 and relabilily /redundancy factor to seismic loads before distributing them to the shearlines. WoodWorks® Shearwalls NHD S- 2572 - D.■sw Apr. 27, 2012 15:37:02 Flexible Diaphragm Wind Design SHEAR RESULTS North-South Shearlines W Gp For Dir H/WCub Int Ext ASD Shear Force (PHJ V psi vmax . v Int Allowable Shear (pH] Ext Co C Total V ribs] Crit Resp. Line 1 Level 1 . Lnl, Levl 2 Both 1.0 1065 28 28 339 1.00 0 339 12864 0.08 Line 2 Level 2 Ln2, Lev2 2 Both 1.0 1913 60 60 339 1.00 S 339 10833 0.18 Line 3 Level 1 Ln3, Levl 5 Both 1.0 1809 151 151 495 1.00 S 495 5937 0.30 Line 7 Level 2 1,n7, Lev2 2 Both 1.0 1917 60 60 339 1.00 1 339 10833 0.18 Level 1 Ln7, Lev] 4 Both 1.0 1917 74 74 339 1.00 1 339 8802 0.22 East -West W For HIWCub ASD Shear Force [pin Allowable Shear (p11] CriL Shearlines Gp Dir Int Ext V [Ws] vmax v Int Ext Co C Total V ribs] Resp. Une A Level 2 LnA, Lev2 2 Both 1.0 297 - 25 339 1.00 0 339 4062 0.07 Wall 2-2 Both 1.0 297 25 25 339 1.00 339 1862 0.07 Wall A -1 .. Both 1.0 161 25 25 339 1.00 339 2200 0.07 Level 1 LnA, Levl 1 Both 1.0 1.0 1510 - 242 638 638 1.00 A 1276 7975 0.19 Wall 2-1 1 Both 1.0 1.0 6643 242 242 638 638 1.00 1276 4466 0.19 Wall 2-3 1 Both 1.0 1.0 1691 242 242 638 638 1.00 1276 3509 0.19 Une B Level 2 LnB, Lev2 3 Both 1.0 1147 - 87 495 1.00 0 495 6556 0.17 Wall 8-1 3 Both 1.0 1039 87 87 495 1.00 495 3463 0.17 Wall 8-2 3 Both 1.0 1342 87 67 495 1.00 495 3092 0.17 UneC Level 1 LnC, Levl 2 Both 1.0 1321 57 57 339 1.00 0 339 7786 0.17 Line 0 Level 2 LnD, Lev2 2 Both 1.0 643 21 21 339 1.00 0 339 10494 0.06 Level 1 LnD, Levl 4 Both 1.0 826 - 34 339 1.00 0 339 8209 0.10 Wall 5-1 4 Both 1.0 1056 34 34 339 1.00 339 7278 0.10 Wall 0-3 4 Both 1.0 477 34 34 339 1.00 339 931 0.10 Legend: Unless otherwise noted, the value in the table for a sheathe is the one for wall on the Sne with the critical design response. W Gp - Wall group as listed in Sheathing and Framing Materials tables. For Dv - Direction of wind force along sheariine. HAM- -Cub - Fibreboard height- to-width factor from SDPWS table 4.3.4 note 3, or Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. V - ASD factored shear l ace. For shearline: total shearline face. For wall: force taken by the wall, total of all segments on wall. vmax - Base shear = ASD factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.35 = VJFHSICo. v - Design shear force = ASD factored shear force per unit full height sheathing. For wall, it is the largest face on any segment. Int - Unit shear capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. Includes Cub and height-to-width factors. Co - Perforation factor from SDPWS Table 4.13.5. C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest Taal - Combined unit shear capacity inc. perforation factor. V- For wall: combined shear capacity. For sheariine: sum of all wall capacities on line. Crt Resp - Critical response = v /Total = design shear face/unit shear capacity for critical segment on wall or shearline. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SOPWS 4.3.6.4.2,4. 16 of 50 17 of 50 12 13 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 HOLD -DOWN DESIGN ( flexible wind design Level 1 Line- Wall Postt'n Location (11] X Y Load Case Tensile ASD Holddovm Force pbs] Shear Dead Uplift Cmb'd nnrprAmAmrPnmrr rr AAPPPp SSpAAppA22 rmrpr AA rr n-1n nnnnn n n n =1 y nn 0 0xn 0x 007 — mV nG '• xr G b OC °• oxo x 0 0L gG ngCg 0C 0 4 n n g g n 'n d °0x` x ox — 0 0 xx d V RC “'" •• O40 • CC 00 1 n n n n A n n 444914 g44n 14° i n g 0 n w n V A w " 000000 a m n nnnn n m mu� A w ii y - o -g-, -r, 0 ° " Nr . m ro ," u an w °°Yo r,-c; " a o .41 0 00 a 9 ww o N m mr wNN tr tr mN Into NmUmpt a` mm ,, Une 1 B -1 L End 9.13 1 -1 L End 0.00 2.13 1 254 254 1 -1 R End 0.00 39.88 1 254 254 Une 2 3640 0.20 8-2 R Op 1 42.88 8.00 1 V Elem 9.00 8.13 1 482 482 L Op 2 V Elem 9.00 39.80 1 482 482 Une 0.21 8-2 R Op 2 52.13 8.00 1 3 -1 L End 12.00 28.13 1 1386 1386 3-1 R End 12.00 39.88 1 1386 1386 Line 7 7 -1 L End 55.00 4.13 1 695 695 v Elem 55.00 8.13 1 483 483 7 -1 L Op 1 55.00 9.38 1 695 695 7 -1 R Op 1 55.00 19.63 1 675 675 7 -1 L Op 2 55.00 29.38 1 675 675 7 -1 R Op 2 55.00 34.63 1 695 695 7 -1 R End 55.00 39.88 1 1178 1178 Une A 0.11 D -1 R Op 2 33.13 40.00 1 74-1 L End 0.12 2.00 1 2341 2341 74-1 L Op 1 3.38 2.00 1 2341 2341 0.11 V Elem 21.13 2.00 1 206 206 179 V Elem 27.30 2.00 1 206 206 40.00 V Elem 27.63 2.00 1 218 218 V Elem 30.13 2.00 1 218 218 V Elem 36.88 2.00 1 218 218 V Elem 39.38 2.00 1 218 218 74-3 R Op 1 43.88 4.00 1 2391 2391 74-3 0 End 46.38 4.00 1 2391 2391 Une B V Elem 9.13 8 00 1 . 718 718 V Elem 15.88 8.00 1 718 718 V Elem 42.88 8.00 1 750 750 V Elem 45.88 8.00 1 750 750 V Elem 52.13 8.00 1 755 755 V Elem 54.88 8.00 1 755 755 Une C C -1 L End 4.62 24 00 1 523 523 C -1 R End 27.38 24.00 1 523 523 Litre D 0-1 L End 0.12 40.00 1 326 326 0-1 L Op 1 4.13 40.00 1 321 321 0-1 R Op 1 9.38 40.00 1 485 485 V Elem 12.88 40.00 1 177 177 V Elem 18.13 40.00 1 170 170 0-1 L Op 2 21.38 40.00 1 313 313 0-1 0 Op 2 26.13 40.00 1 323 323 V Elem 27.88 40.00 1 170 170 D-1 R End 30.88 40.00 1 323 323 V Elem 33.13 40.00 1 169 169 0-3 R Op 1 44.38 40.00 1 337 337 V Elem 46.38 40.00 1 169 169 0-3 L Op 2 46.88 40 00 1 296 296 V Elem 53.13 40.00 0 138 138 V Elem 54.88 40.00 1 179 179 Level 2 Tensile ASD Une- Location pt] Load Hodddown Force pbs] Cap Crit Wall Posit X Y Case Shear Dead Uplift Cmb'd Holddovm pbs] Resp. Line 2 2 -1 L End 9.00 8.13 1 482 482 Limit w/o 1500 0.32 2 -1 R End 9.00 39.88 1 482 482 Limit w/o 1500 0.32 Line 7 7 -1 L End 55.00 8 13 1 483 483 Limit w/o 1500 0.32 7 -1 R End 55.00 39 88 1 483 483 Limit w/o 1500 0.32 Une A A -1 L End 21.13 4 00 1 206 206 Limit w/o 1500 0.14 A -1 R End 27.38 4.00 1 206 206 Limit w/o 1500 0.14 A -2 L End 27.63 2 00 1 218 218 Limit w/o 1500 0.15 A -2 L Op 1 30.13 2 00 1 218 218 Limit w/o 1500 0.15 A -2 R Op 1 36.88 2.00 1 218 218 Limit w/o 1500 0.15 A -2 R End 39.38 2.00 1 218 218 Limit w/o 1500 0.15 18 of 50 14 WoodWorks® Shearwalls OWN DESIGN (flexible wind design, continued NHD S- 2572 - D.wsw Apr. 27, 2012 15:37:02 Line B B -1 L End 9.13 8.00 1 718 718 MST48 3640 0.20 8-1 L Op 1 15.88 8.00 1 718 718 MST48 3640 0.20 8-2 R Op 1 42.88 8.00 1 750 750 MST48 3640 0.21 8-2 L Op 2 45.88 8.00 1 750 750 MST48 3640 0.21 8-2 R Op 2 52.13 8.00 1 755 755 MST48 3640 0.21 8-2 R End 54.88 8.00 1 755 755 HST48 3640 0.21 Line D D -1 L End 9.13 40.00 1 177 177 Limit w/o 1500 0.12 D -1 L Op 1 12.88 40.00 1 177 177 Limit w/o 1500 0.12 D -1 R Op 1 18.13 40.00 1 170 170 Limit w/o 1500 0.11 D -1 L Op 2 27.88 40.00 1 170 170 Limit w/o 1500 0.11 D -1 R Op 2 33.13 40.00 1 169 169 Limit w/o 1500 0.11 D -1 L Op 3 46.38 40.00 1 169 169 Limit w/o 1500 0.11 D -1 R Op 3 51.63 40.00 1 179 179 Limit w/o 1500 0.12 D -1 R End 54.88 40.00 1 179 179 Limit w/o 1500 0.12 Legend: Line-Wall: At wall or opening- Shea tine and wall number At vertical element - Shearine Posit n - Position of stud that hold -down is attached t: V Elem - Vertical element: column or sbengthened studs required where not at wall end of opening L or R End- At left or right wad end L or R Op n - At left or right side of opening n Location - Co- ordinates in Plan View Load Case - Results are for critical Toad case: ASCE 7 All heights: Case 1 or 2 ASCE 7 Low -rise. Wind reference comers) and T = Transverse, L = Longitudinal Hold-down Faces: Shear- Wind shear overturning component, based on sheartine face, includes perforation factor Co. Dead - Dead load resisting component, factored for ASD by a 60 Uplift - Uplift wind load component Cmb'd - Sum of ASD factored oveRuming, dead and uplift forces. May also include the uplift face t for perforated walls from SDPWS 4.3.627 when openings are staggered. Hod-down- Device used from hold-down database Cap- Allowable ASD tension load Crit. Resp. - Critical Response = Combined ASO /ace /Allowable ASD tension load Notes: Refer to Shear Resutts table for perforation factors Co. 15 19 of 50 WoodWorks® Shearwalls DRAG STRUT FORCES 1 flexible wind design NHD S- 2572 - D.wsw Apr. 27, 2012 15:37:02 Level 1 Line- Wall Position on Wall or Opening Location [ft] X Y Load Case Drag Strut Forceps] -> <- Line 3 3 -1 Left Wall End 12.00 28.00 1 1238 1238 Line 7 17.4 178.7 0.10 23 19 7 -1 Left Opening 1 55.00 9.50 1 113 113 7 -1 Right Opening 1 55.00 14.50 1 154 154 7 -1 Left Opening 2 55.00 29.50 1 154 154 7 -1 Right Opening 2 55.00 34.50 1 113 113 Line A 19 72 0.32 0.26 1.00 A -1 Left Opening 1 3.50 2.00 1 749 749 A -3 Right Wall End 46.50 4.00 1 233 233 Line C 1.00 2 17.4 C -1 Left Wall End 4.50 24.00 1 108 108 C -1 Right Wall End 27.50 24.00 1 661 661 Line 0 178.7 0.10 23 19 72 8 -1 Left Opening 1 4.25 40.00 1 81 81 D -1 Right Opening 1 9.25 40.00 1 6 6 D -1 Left Opening 2 21.50 40.00 1 239 239 D -1 Right Opening 2 26.00 40.00 1 172 172 D -1 Right Wall End 31.00 40.00 1 267 267 D -3 Right Opening 1 44.25 40.00 1 68 68 D -3 Left Opening 2 47.00 40.00 1 120 120 Level 2 East -West Sheathing WO] Drag Strut Line- Position on Wall Location [ft] Load Force [Ws] Wall or Opening __ _ _ X Y Case -> <- Line A Cap Force/Cap Factors Line Lev A -2 Left Opening 1 30.25 2.00 1 80 80 A -2 Right Opening 1 36.75 2.00 1 24 24 Line 8 17.4 178.7 0.10 23 19 B -1 Left Opening 1 16.00 8.00 1 431 431 8 -2 Right Opening 1 42.75 8.00 - 1 236 236 8 -2 Left Opening 2 46.00 8.00 1 35 35 B -2 Right Opening 2 52.00 8.00 1 185 185 Line D 19 72 0.32 0.26 1.00 D -1 Left Opening 1 13.00 40.00 1 27 27 D -1 Right Opening 1 18.00 40.00 1 43 43 D -1 Left Opening 2' 28.00 40.00 1 25 25 D -1 Right Opening 2 33.00 40.00 1 45 45 D -1 Left Opening 3 46.50 40.00 1 46 46 D -1 Right Opening 3 51.50 40.00 1 24 24 Legend: Line -Waft - Shearine and wall number Position.. - Side of opening or wall end that drag strut is attached to Location - CooN ,ales in Flan View Load Case - Results are for critical load case: ASCE 7 All heights Case 1 or 2 ASCE 7 Low-rise coma; T = Transverse, L = Longitudinal Dragstruf Face - Axial force in transfer elements at openings and gaps in walls along sheariine. Based on sheadine farce, indudes perforation fader Co. -> Load due to face in The west-to-east or south-to-north drection Load due to face in the east-to -west or north-to-south direction 16 WoodWorks® Shearwalls COMPONENTS AND CLADDING by SHEARUNE NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 Wind Suction Design Line North-South Shearlines Lev Grp Sheathing [psi] Force Cap Force/ Cap Force End Fastener Withdrawal [lbs] Cap Force/Cap Int End Int Service Cond Factors Temp Moist 1 1 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 2 2 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 4 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 5 1 2 17.4 178.7 0.10 1.00 1.00 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 6 2 17.4 178.7 0.10 23 19 72 0.32 0.26 - 1.00 1.00 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 7 1 4 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 2 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 East -West Sheathing WO] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 2 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 B 2 3 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 D 1 4 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 2 2 17.4 178.7 0.10 23 19 72 0.32 0.26 1.00 1.00 Legend: Grp - Wall Design Group ( results for all design groups for rigid, flexible design lsted for each wall ) Sheathing: Face - C &C end zone exterior pressures using negative (suction) coefficient in ASCE 7 Figure 611A added to interior cressure using coef,:lents from Figure 65 • - • • • Cap - Out-of-plane capacity of exterior sheathing 800 SDPWS Table 3.21, factored for ASD and load duration, and assuming continuous over 2 spans Fastener Withdrawal: Force - Force tributary to ear' nail in end zone and interior zone Cap - Factored withdrawal capacity of individual nail according to NDS 17.2 -3 20 of 50 21 of 50 17 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Level Mass pbs] Area [sq.ft] Story Shear pbs] E-W - NS Redundancy Factor p E-W NS 2 36097 1570.0 7427 7427 - - 1 46377 2103.0 5261 5261 - - All 82475 - 12688 12688 1.00 1.00 Legend: Buikdng mass - Sum of all generated and input bulking masses on level = wx in ASCE 7 equation 128 -11. Storey shear- Total unfactored (strength-ieveg shear farce induced at level x, = Fx in ASCE 7 equation 12.8 -11. Redundancy factor p (rho)- Automatically calculated according to ASCE 7 12 .3.4.2. Vertical Earthquake Load Ev Ev = 0.2 Sds D; Sds = 1.01; Ev = 0.201 D unfactored; 0.141 D factored; total dead load factor. 0.6 - 0.141 = 0.459 tension, 1.0 + 0.141 = 1.141 compression. 18 WoodWorks® Shearwalls HEAR RESULTS ( flexible seismic design NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 North-South Sheartines W Gp For Dir HIWCub Int Ext ASO Shear Force (ptf] V pbs] vmax v IM Allowable Shear [plf] Ext Co C Total V pbs] Crit Rasp. Une 1 Level 1 Lnl, Levl 2 Both 1.0 1518 40 40 242 1.00 5 242 9188 0.17 Une 2 Level 2 1.n2, Lev2 2 Both 1.0 2598 81 81 242 1.00 5 242 7738 0.34 Une 3 Level 1 Ln3, Levl 5 Both 1.0 2914 243 243 353 1.00 5 353 4241 0.69 Line 5 Ln5, Levl 2 Both 1.0 1008 53 53 242 1.00 S 242 4594 0.22 Une 7 Level 2 Ln7, Lev2 2 Both 1.0 2600 81 81 242 1.00 5 242 7738 0.34 Level 1 Ln7, Levl 4 Both 1.0 3442 132 132 242 1.00 5 242 6287 0.55 East -West W For W WCub ASD Shear Force [plf] Allowable Shear (pf ] Crit. Sheartines Gp Dir IM Ext V [lbs] vmax v Int Ext Co C Total V [Ws] Resp. Une A Level 2 LnA, Lev2 2 Both .69 430 - 36 166 1.00 5 166 1995 0.22 5a11 11-2 2 Both .69 430 36 36 166 1.00 166 `' 914 0.22 6a11 11-1 2 Both 1.0 233 36 36 242 1.00 242 ... 1572 0.15 Level 1 1.0A, Levl 1 Both .61 .61 3404 - 545 278 278 1.00 A 557 3481 0.98 Wall A -1 1 Both .78 .78 14979 545 545 354 354 1.00 709 2481 0.77 Wall 11-3 1 Both .61 .61 3813 545 545 278 278 1.00 557 1532 0.98 Une B Level 2 +eV, LnB, Lev2 3 Both .75 2411 - 182 265 1.00 S 265 • • 3512 0.69 Wall B -1 3 Both 1.0 2183 182 182 353 1.00 353 2474 0.51 Wall 5-2 3 Both .75 2820 182 182 265 1.00 265 1657 0.69 Line C Level 1 LnC, Levl - Both 1.0 2140 93 93 242 1.00 5 242 5561 0.38 Line Level 2 LnD, Lev2 2 Both .87 2358 76 76 212 1.00 S 212 6559 0.36 Level 1 1.00, Levi 2 Both .61 3338 - 138 148 1.00 5 148 3583 0.93 Wall 0-1 2 Both .94 4267 138 138 228 1.00 228 4910 0.60 Wall 0-3 2 Both .61 1927 138 138 148 1.00 148 406 0.93 Legend: Unless otherwise noted, the value in the table for a sheotriine is the one for wall on the fine with the aiacal design response. W Gp - Wall group as listed in Sheathing and Framing Materials tables. For Ur - Direction of seismic force along shearline. WW- -Cub - Height-to -width factor aom SOPWS table 4.3.4 notes 2,3 or unblocked strudural wood panel factor Cub from SDPWS 4.13.2. V - ASD factored shear force. For shearline: total shemline force. For wall: force taken by the wall, total of all segments on wall. vmax - Base shear = ASD (adored shear face per unit fug height sheathing, didMed by perforation factor Co as per SDPWS eqn. 4.3-8 = ViFHSrCo. v - Design shear face = ASD factored shear face per unit full !eight sheathing. For wall, it is the largest face on any segment. Int • Unit she capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. Includes Cub and height-to -width factors. Co - Perforation factor from SDPWS Table 4.3.35. C - Sheathing combination rule, A = Add capacities, S = Saongest side only, X = Strongest side or twice weakest. Total - Combined unit shear capacity inc. perforation factor. V - For watt combined shear capacity. For shea,line: sum of all wall capacities on line. Crit Rasp - Critical response = v?otal = design shear force/unit shear capacity for critical segment on waft or shearline. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2.4. 22 of 50 23 of 50 19 L WoodWorks® Shearwalls HOLD -DOWN DESIGN ( flexible seismic design NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 I Level 1 Line - • Wall Posirn Location [ft] X r Shear Tensile ASD Holddown Force fibs] Dead Ev Cmb'd Cap Hold-down fibs] Cris Resp. Une 1 0.20 0.21 0.21 0.21 0.21 e -1 L End 9.13 8.00 1510 1510 MST48 1 -1 L End 0.00 2.13 362 15.88 362 Limit w/o 1500 0.24 1 -1 R End 0.00 39.88 362 R Op 1 362 Limit w/o 1500 0.24 Une2 MST48 3640 0.43 8 -2 L Op 2 45.88 8.00 1577 V Elem 9 00 8.13 655 0.43 655 Refer to upper level 52.13 8.00 V Elem 9.00 39.88 655 3640 655 Refer to upper level R End Une 3 8.00 1588 1588 MST48 3640 0.44 Une D 3 -1 L End 12.00 28.13 2232 2232 STHD14 (8" 3815 0.59 3 -1 R End 12.00 39.88 2232 649 2232 0T0014 (8" 3815 0.59 Une S D -1 L Op 1 12.88 40.00 649 649 Limit w/o 5 -2 L End 27.50 2.13 486 40.00 486 Limit w/o 1500 0.32 5 -2 L Op 1 27.50 16.38 486 27.88 486 Limit w/o 1500 0.32 5 -2 R Op 1 27.50 19.63 505 R Op 2 505 Limit w/o 1500 0.34 5 -2 R End 27.50 23.88 505 D -1 505 Limit w/o 1500 0.34 Une 7 7 -1 L End 55 00 4.13 1248 0.41 1248 Limit w/o 1500 0.83 40.00 V Elem 55.00 8.13 655 1500 655 Refer to upper level 8 End 7 -1 L Op 1 55.00 9.38 1248 0/0 1248 Limit w/o 1500 0.83 7 -1 R Op 1 55.00 14.63 1212 1212 STHD14 (8" 3815 0.32 7 -1 L Op 2 55.00 29.38 1212 1212 Limit w/o 1500 0.81 7 -1 R Op 2 55.00 34.63 1248 1248 STHD14 (8" 3815 0.33 7 -1 R End 55.00 39.88 1903 1903 STHD14 (8" 3815 0.50 UneA 8-1 L End 0.12 2.00 5279 5279 HDQ8 6645 0.79 8-1 L Op 1 3.38 2.00 5279 5279 80Q8 6645 0.79 V Elem 21.13 2.00 298 298 Refer to upper level V Elem 27.38 2.00 298 298 Refer to upper level V Elem 27.63 2.00 315 315 Refer to upper level V Elem 30.13 2.00 315 315 Refer to upper level V Elem 36 88 2.00 315 315 Refer to upper level V Elem 39.38 2.00 315 315 Refer to upper level 8-3 R Op 1 43.88 4.00 5392 5392 HDQ8 6645 0.81 8-3 R End 46.38 4.00 5392 5392 HDQ8 6645 0.81 Une B V Elem 9.13 8.00 1510 1510 Refer to upper level V Elem 15.88 8.00 1510 1510 Refer to upper level V Elem 42.88 8.00 1577 1577 Refer to upper level V Elem 45.88 8.00 1577 1577 Refer to upper level V Elem 52.13 8.00 1588 1588 Refer to upper level V Elem 54 88 8.00 1588 1588 Refer to upper level Une C C -1 1. End 4.62 24.00 846 846 Limit w/o 1500 0.56 C -1 R End 27.38 24.00 846 846 Limit w/o 1500 0.56 Une D D -1 L End 0.12 40.00 1316 1316 Limit w/o 1500 0.88 D -1 L Op 1 4.13 40.00 1300 1300 Limit w/o 1500 0.87 0-1 R Op 1 9.38 40.00 1898 1898 STHD14 (8" 3815 0.50 V Elem 12.88 40.00 649 649 Refer to upper level V Elem 18.13 40.00 624 624 Refer to upper level D -1 L Op 2 21.38 40.00 1265 1265 Limit w/o 1500 0.84 0-1 R Op 2 26.13 40.00 1304 1304 STHD14 (8" 3815 0.34 V Elem 27.88 40.00 624 624 Refer to upper level 0-1 R End 30.88 40.00 1304 1304 STHD14 (8" 3815 0.34 V Elem 33 13 40.00 620 620 Refer to upper level D -3 R Op 1 44.38 40.00 1363 1363 Limit w/o 1500 0.91 V Elem 46.38 40.00 620 620 Refer to upper level D -3 L Op 2 46.88 40.00 1213 1213 Limit w/o 1500 0.81 V Elem 53 13 40.00 505 505 Refer to upper level V Elem 54.88 40.00 655 655 Refer to upper level Level 2 Tensile ASD Une- Location (ft) Holddown Force fibs] Cap Crit Wall Posit'n X Y Shear Dead Ev Cmb'd Hold -down [Ws] Resp. Line 2 2 -1 L End 9.00 8.13 655 655 Limit w/o 1500 0.44 2 -1 R End 9.00 39.88 655 G55 Limit w/o 1500 0.44 Une7 7 -1 L End 55.00 8.13 655 655 Limit w/o 1500 0.44 7 -1 R End 55.00 39.88 655 655 Limit w/o 1500 0.44 Une A A -1 L End 21.13 4.00 298 298 Limit w/o 1500 0.20 24 of 50 20 I WoodWorks® Shearwalls HOLD -DOWN DESIGN ( flexible seismic design, continued NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 A -1 A -2 A -2 A -2 A -2 Line B 8 End L End L Op 1 R Op 1 R End 27.38 27.63 30.13 36.88 39.38 4.00 2.00 2.00 2.00 2.00 298 315 315 315 315 298 315 315 315 • 315 Limit Limit Limit Limit Limit w/o w/o w/o w/o w/o 1500 1500 1500 1500 1500 0.20 0.21 0.21 0.21 0.21 e -1 L End 9.13 8.00 1510 1510 MST48 3640 0.41 8-1 L Op 1 15.88 8.00 1510 1510 MST48 3640 0.41 8 -2 R Op 1 42.88 8.00 1577 1577 MST48 3640 0.43 8 -2 L Op 2 45.88 8.00 1577 1577 MST48 3640 0.43 8-2 R Op 2 52.13 8.00 1588 1588 MST48 3640 0.44 8 -2 R End 54.88 8.00 1588 1588 MST48 3640 0.44 Une D D -1 L End 9.13 40.00 649 649 Limit w/o 1500 0.43 D -1 L Op 1 12.88 40.00 649 649 Limit w/o 1500 0.43 D -1 R Op 1 18.13 40.00 624 624 Limit 0/0 1500 0.42 D -1 L Op 2 27.88 40.00 624 6224 Limit w/o 1500 0.42 D -1 R Op 2 33.13 40.00 620 620 Limit w/o 1500 0.41 D -1 L Op 3 46.38 40.00 620 620 Limit w/o 1500 0.41 D -1 R Op 3 51.63 40.00 655 655 Limit w/o 1500 0.44 D -1 8 End 54.88 40.00 655 655 Limit 0/0 1500 0.44 Legend: Line -Wall: At wall or opening - Sheartine and wall number At vertical element - SheaNne Posit'n Position of stud that hold-down is attached to: V Elem - Vertical element: column or strengthened studs required where not at wall end or opening L or R End - At left or right ■all end L or R Op n - At left or right side of opening n Location - Co- ordinates in Plan View Hold -down Faces: Shear- Seismic shear overturning component, /acbxad for ASO by 0.7, indude• perforation fads CO. Dead - Dead load resisting component, factored for ASD by 0.60 Ev - Vertical seismic load effect from ASCE 7124.2.2 = -0.2Sds x ASD seismic factor x unfadored D = 0.235 x factored D. Refer to Seismic Information table for more details. Cmb'd - Sum of ASD-factored overturning, dead and vertical seismic forces. May also indude the uplift face t for perforated walls from SDPWS 4.3.6.2 1 when openings are staggered. Hold-down - Device used from /old -down database Cap - Alowable ASD tension load Crd. Resp. - Crdxal Response = Combined ASD force /Allowable ASD tension load Notes: Shear overturning force is horizontal seismic load effect Eh from ASCE 7 12.4.2. Uses bad combination 8 from ASCE 7 2.4.1 = 0.60 + 0.7 (Eh - Ev). Anchor bolts must have minimum 0.229" x 3" x 3" steel plate washers. conforming to specifications ul SDPWS 4.3.6.4.3 and 4.4.1.6. Refer to Shear Results table for perforation factors Co. Shearwalls does not check for either plan or vertical structural irregularities. 21 25 of 50 WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 DRAG STRUT FORCES [ flexible seismic design Level 1 Line- Wall Position on Wall or Opening Location [ft] X Y Drag Strut Force [Ibs] -0 0- Line 3 3 -1 Left Wall End 12.00 28.00 1994 1994 Line 5 5 -2 Left Wall End 27.50 2.00 53 53 5 -2 Left Opening 1 27.50 16.50 331 331 5 -2 Right Opening 1 27.50 19.50 252 252 5 -2 Right Wall End 27.50 24.00 371 371 Line 7 7 -1 Left Opening 1 55.00 9.50 202 202 7 -1 Right Opening 1 55.00 14.50 276 276 7 -1 Left Opening 2 55.00 29.50 276 276 7 -1 Right Opening 2 55.00 34.50 202 202 Line A A -1 Left Opening 1 3.50 2.00 1690 1690 ' A -3 Right Wall End 46.50 4.00 526 526 Une C C -1 Left Wall End 4.50 24.00 175 175 C -1 Right Wall End 27.50 24.00 1070 1070 Une D D -1 Left Opening 1 4.25 40.00 327 327 D -1 Right Opening 1 9.25 40.00 24 24 D -1 Left Opening 2 21.50 40.00 966 966 D -1 Right Opening 2 26.00 40.00 693 693 D -1 Right Wall End 31.00 40.00 1078 1078 D -3 Right Opening 1 44.25 40.00 274 274 D -3 Left Opening 2 47.00 40.00 486 486 Level 2 Drag Start Une- Position on Wall Location [ft] Forceps] Wall orOpening X Y -a c- line A A -2 Left Opening 1 30.25 2.00 116 116 A -2 Right Opening 1 36.75 2.00 35 35 Line B 0 -1 Left Opening 1 16.00 8.00 907 907 0 -2 Right Opening 1 42.75 8.00 495 495 0 -2 Left Opening 2 46.00 8.00 74 74 0 -2 Right Opening 2 52.00 8.00 389 389 Une 0 0 -1 Left Opening 1 13.00 40.00 99 99 D -1 Right Opening 1 18.00 40.00 157 157 D -I Left Opening 2 28.00 40.00 91 91 D -1 Right Opening 2 33.00 40.00 165 165 D -1 Left Opening 3 46.50 40.00 170 170 D -1 Right Opening 3 51.50 40.00 87 87 Legend: Line -Wall - Shearine and wail number Position.... Side of opening or wall end that drag strut is attached to Location - Coandnates in Plan View Load Case - Results we for critical load ease: ASCE 7 All heights Case 1 or 2 ASCE 7 Low-rise caner; T = Transverse, L = Longitudinal Dragstrut Face - Axial force in transfer elements of openings and gaps in walls along sheartine. Based on ASD factored shearline force, includes perforation factor Co. -= Load due to force in the west-to-east or south-to-north direction c- Load due to lace in the east -to -west or north-to-south direction ' WoodWorks® Shearwalls NHD S- 2572 -D.wsw Apr. 27, 2012 15:37:02 26of50 27of50 22 23 • _ - -.. COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27.201215:37 PROJECT NHD NHD S - S•2572•D FF1 ••AC11 -I1-- ■uf-1 1 04W1-_:71 E N r. 7 N E E la 1 NJ G I-.Aclr -.c Norm wv.n_ .r E N Q I N J E E A I N G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Loads Load6 Load7 Load8 Self - weight Loadl Load2 Self - weight Dead Live Dead Full Area Full Area Full UDL No Yes No 10.00 (9.00)• 40.00 (9.00)• 10.00(16.50)• 40.00(16.50)• 654 1790 7.7 10.00(10.00)• 40.00(10.00)• 7.7 psf psf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : .� 18' -4.3' �' �' x 0' 6' -11 1" 12,2.6' 18' -3.8' Unfactored: Dead Live Factored. Total Bearing. Length Min req'd 262 1096 1184 5144 724 2930 1350 5527 724 2930 1089 3954 262 1096 1358 2321 3653 6328 3653 6877 1358 0.62 0.62 1.51 1.51•• 1.06 1.06 1.51 1.51•• 2.61 2.61" 0.62 0.62 "Minimum bearing length govemed by the required width of the supporting member. Lumber -soft, D.Fir -L, No.2, 4x10 (3- 1/2 =x9 -1/4=) Supports. Al - Tunber -soft Beam, O.Fir-l. No.2 Total 0ngth 18'4.3'; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection (in) using NOS 2008: Criterion Analysis Value Design Value Analysis /Design Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005: Shear Bending( *) Bending( -) Live Defl'n Total Defl'n fv = 68 fb = 437 fb = 514 0.03 = <L/999 0.03 = <L/999__ Fv' = 180 Fb' = 1070 Fb' = 1078 0.20 = L/360 0.30 = L/240 fv /Fv' = 0.38 fb /Fb' = 0.41 fb /Fb' = 0.48 0.13 0.11 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shag be laterally supported according to the provisions of NDS Clause 4.4.1. 28 of 50 29 of 50 COMPANY Pacific Northwest Engineering 1944 Pacify Ave{ Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:37 , PROJECT NHD S -2572D FF2 ••AC11 -I1-- ■uf-1 1 04W1-_:71 E N r. 7 N E E la 1 NJ G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Loadl Load2 Loads Load6 Load7 Load8 Self - weight Dead Live Dead Live Dead Live Dead Full Area Full Area Partial Area Partial Area Point Point Full UDL No Yes No Yes No Yes No 0.09 11.34 0.09 11.34 11.11 11.11 10.00 (9.00)• 40.00 (9.00)• 10.00(16.50)• 40.00(16.50)• 654 1790 7.7 psf psf psf psf lbs lbs plf *Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 18' 9.1' I 0' 4' -1.8' 8'4.6' 12 -7' 16' -8.3' Unfactored: Dead Live Factored. Uplift Total Bearing. Length Min req'd 432 1889 1184 5144 1350 5527 1089 3954 86 702 2321 6328 6877 5043 256 787 1.06 1.06 2.61 2.61" 2.84 2.84•• 2.08 2.08•' 0.50• 0.50' 'Minimum beanng length setting used: 1/2' for end supports "Minimum bearing length govemed by the required width of the supporting member Lumber -soft, D.Fir -L, No.2, 4x10 (3- 112=x9 -114=) Supports: All - Timber-soft Beam, D.Fir-L No.2 Total length: 16' -9.1'; Lateral support: top= at supports, bottorrF at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005: Criterion Analysis Value Design Value Analysis /Design /Fv' Shear Bending(*) Bending( -) Live Defl'n Total Defl'n fv = 146 fb = 672 fb = 686 0.02 = <L/999 0.02 = <L/999 Fv' = 180 Fb' = 1075 Fb' = 1078 0.14 = L/360 0.21 ■ L/240 fv = 0.81 fb /Fb' = 0.63 fb /Fb' = 0.64 0.11 0.10 Design Notes: 1. WoodWorks analysis and design am in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires Nat normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. 29 of 50 �.- - J " COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:38 PROJECT NHD 5 -2572-0 FF3 r- 'a.co- c rJGfa-1'r -.W s r Gr.., G 11-J G G 0 1 N G u-' ac11 -1c NGR1 r1WL:3I G N G I N 1= G Fa 1 N G Design Check Calculation Sheet Woodworks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location [ft) Start End Magnitude Start End Unit Loadl Load2 Load3 Load4 Load5 Self- weight Loadl Load2 Self - weight Dead Live Dead Full Area Full Area Full UDL 15.00(19.50)• 30.00(19.50)• 10.00 (8.50)' 40.00 (8.50)' 80.0 14.9 10.00 (16.01' 40.00 (16.0)' 2.9 psf psf plf 'Tributary Width (in) Maximum Reactions (lbs) and Bearing Lengths (in) : 11y4' 1.6' ~ - ^ rF 'Y 0 4' -0.8" Unfactored: Dead Live Factored: Total Bearing: Length Min req'd 114 375 114 375 489 Unfactored: Dead Live Snow Factored: Total Bearing: Length Min req'd 489 0.81 0.81 3056 2200 3785 0.81 0.81 µ. Lumber-soft, Hem -Fir, No.2, 2x10 (1 -1/2"x9 -114") Supports: All - Timber -soft Beam, D.Fir-L No.2 Floor joist spaced at 18.0' dc; Total length: 14' -1.6"; Lateral support: top = full, bottom= at supports; Repetitive factor. applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi and Deflection (-n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Analysis vs. Allowable Stress (psi and Deflection ( n) using NOS 2005 : Shear Bending( +) Live Defl'n Total Defl'n 00 = 47 fb = 965 0.37 = L/462 0.45 = L/376 Fv' = 150 Fb' = 1075 0.47 = L/360 0.70 = L/240 fv /Fv' = 0.31 fb /Fb' = 0.90 0.78 0.64 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Budding Code (IBC 2009), the National Desgn Specification (NDS 2005), and NOS Design Supplement. 2. Please verify that the default deflection limns are appropriate for your application. 3. Sawn lumber bending members shag be laterally supported according to the provisions of NDS Clause 4.4.1. 30 of 50 .!l'VF�reC COMPANY PacificNorthwest Aoe; Engineering 1944 Pacific Ava; Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:38 PROJECT SF1 5.2572-0 SF1 r- 'a.co- c rJGfa-1'r -.W s r Gr.., G 11-J G G 0 1 N G Design Check Calculation Sheet Woodworks Sizer 9 14 Loads: Load Type Distribution Pat- tern Location [ft) Start End Magnitude Start End Unit Loadl Load2 Load3 Load4 Load5 Self- weight Dead Snow Dead Live Dead Dead Full Area Fu11 Area Full Area Full Area Fu11 UDL Full UDL 15.00(19.50)• 30.00(19.50)• 10.00 (8.50)' 40.00 (8.50)' 80.0 14.9 psf psf psf psf plf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : I 13'1.5' 0' 12' -11.3' Unfactored: Dead Live Snow Factored: Total Bearing: Length Min req'd 3056 2200 3785 3056 2200 3785 7544 µ. 7544 2.26 2.26 2.26 2.26 Glulam- Unbal., West Species, 24F -V5 OF/HF, 5-118 "x13 -112" Supports: AO - Timber -soft Beam, D.Fir1 No.2 Total length: 13' -1.5'; Lateral support: top= at supports, bottom at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NOS 2005 : Criterion Analysis Value Design Value Analysis /Design .-r~- Shear Bending(F) Live Defl'n Total Defl'n fv = 133 fb = 1881 0.24 = L/633 0.50 = L/313 Fv' = 247 Fb' = 2662 0.43 = L/360 0.65 = L/240 fv /Fv' = 0.54 fb /Fb' = 0.71 0.57 0.77 Design Notes: 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSVAITC A190.1 -1992 4. GLULAM: WA = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 8. GLULAM: bearing length based on smaller of Fcp(tenSion), Fcp(comp n). 31 of 50 �- �_ • COMPANY. Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:38 PROJECT NHD 52572-0 SF2 F'.n.Cii -IL. fw1CDFaT1 -1wG : r C- N G 4 N G E Ia 1 N 1- +GCGtt -6c NUr= I'r1Wt_f0l" G 8J 6 4 N C C R 1 rV 6 Design Check Calculation Sheet WoodWOrks Slier 9 14 Loads: Load Type Distribution Pat- tern Location (16) Start End Magnitude Start End Unit Load5 Load6 Load3 Load4 Load, Load8 Load9 Self - weight Load3 Load4 Self- weight Dead Live Dead Full Area Full Area Full UDL 0.04 6.79 0.04 6.79 6.63 18.75 6.63 18.75 6.63 16.75 6.63 18.75 6.63 18.75 10.00 (2.00)- 40.00 (2.00)• 10.00 (9.50)• 40.00 (9.50)• 80.0 80.0 15.00 (2.00)' 30.00 (2.00)' 9.9 10.00(10.50)° 40.00(10.50(° 7.7 pat psf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 7.6' $ Jf V 0' 0 -7.1' 16'- 8.4 ".. y6' • Y, • Li at 11.1ti.8- L f 4 X 'etnsr' YGA'>df;491'^ T •.• t .. ^e. 8" 0' 6'-6 Unfactored: Dead Live Factored. Total Bearing. Length Min req'd 370 1379 982 12 370 1379 1749 -- -- 1749 -- 0.80 0.80 . 0.80 0.80 Lumber -soft, D.Fir -L, No.2, 4x10 (3- 1 /2 "x9 -114") Supports: All - Timber-soft Beam, D Fri No 2 Total length. 6' -7 6 -; Lateral support top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NOS 2005 : Criterion Analysis Value Design Value Analysis /Design Desion Value Shear Bending( +) Live Defl'n Total Defl'n fir " 61 i6 = 690 0.05 = <L/999 0.06 ■ <L/999 Fv' " 180 Flo' = 1068 0.22 = L/360 0.33 ■ L/240 fv /Fv' . 0.34 fb /Fb' . 0.65 0.22 0.17 Design Notes: 1. WoodWOrks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005). and NDS Design Supplement. 2. Please verify that Me default deflection limits are appropriate for your application 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 4.1 32 of 50 ■�Y COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Shute 310 Tacoma. WA 96602 AP. 27. 201275:38 PROJECT NHD 5 -2572-0 SF3 F'.n.Cii -IL. fw1CDFaT1 -1wG : r C- N G 4 N G E Ia 1 N Design Check Calculation Sheet WoodWor/s Slier 9.14 Loads: • ••^+i.f I Load Type Distribution Pat - n tern Location (ft) Start End Magnitude Start End Unit Load5 Load6 Load3 Load4 Load, Load8 Load9 Self - weight Dead Live Dead Live Dead Dead Snow Deed Partial Area Partial Area Partial Area Partial Area Partial UDL Partial Area Partial Area Full UDL Yes No Yes No No Yes No 0.04 6.79 0.04 6.79 6.63 18.75 6.63 18.75 6.63 16.75 6.63 18.75 6.63 18.75 10.00 (2.00)- 40.00 (2.00)• 10.00 (9.50)• 40.00 (9.50)• 80.0 80.0 15.00 (2.00)' 30.00 (2.00)' 9.9 psf psf psf paf plf psf psf olf *Tributary width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 18' -9.1" Jf V 0' 0 -7.1' 16'- 8.4 ".. Unfactored: Dead Live Snow Factored. Uplift Total Bea ing. Length Min rend 12 239 -108 2010 3663 529 1086 1928 304 982 12 5673 - 3013 - - - 0.50- 0.50* 1.65 1.65 ** 0.90 0.90 'Minimum beenng length setting used, 1t2' for end supports "Minimum bearing length governed by the required width of the supporting member. Glutam -Unbal., West Species, 24F -V5 DF/HF, 5- 18 -x9" Supports: All - Timber-soft Beam, D.Fr-L No.2 Total Imp: 18' -8.1 -; Lateral 5,86011 top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Desion Value Analysis /Design Shear Bending(.1 Bending( -) Live Defl'n Total Defl'n 80 - 121 fl, - 1324 fb ■ 1261 0.21 ■ L /678 0.39 ■ L/369 F0' ■ 215 Ell' ■ 2372 Fb' ■ 1592 0.40 ■ L/360 0.61 ■ L /240 fv /FV' - 0.56 fb /F), - 0.56 fb /Fb' ■ 0.79 0.53 0.65 Design Notes: 1. WoodWarks analysis end design are in accordance with the ICC International 6(dkang Code (IBC 2009), the National Design Specification (NOS 2005). end NDS Design Supplement 2. Please verify that the default deflection limits are appropriate for your application. 3. Gutsm design v6Wes are for materials conforming to ARC 117 -2001 end manufactured in accordance with ANSVARC A190.1 -1992 4. Grades with equal bending capacity in the top and bottom edges of the beam crosasectlon ere recommended for 10000005 beams. 5. GLULAM: and = ac0tl breadth v Wiwi depth. 6. GWlam Beams shat be 'sternly supported according to the provisions of NDS Clause 3.3.3. 7. GLULAM: beerilg length based on smeller of FEpensln), Fcp(cxmp n). 33 of 50 `' -�" COMPANY Pacific Northwest Enpineennp 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 APr. 27, 201215:38 PROJECT NNE/ 5 -2572-0 SF4 r='2 \�`'\ I (�t^°^-i ' I .GCih it- ,r- J31R•11 N4wL'0 =l+ C IV G 114 C- 197 P9 I N G Design Check Calculation Sheet WoodWorks Steer 9.14 Loads: Load Type ' Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Load) Load2 Load3 Load4 Load5 Load6 Load? Load8 Load9 Load10 Loadll Seif- weight Dead Live Dead Live Dead Live Dead Dead Snow Dead Snow Dead Point Point Point Point Full Area Full Area Partial UDL Partial Area Partial Area Point Point Full UDL 5.50 5.50 5.50 5.50 1.50 5.50 1.50 5.50 1.50 5.50 5.75 5.75 3056 4488 370 1379 10.00 (1.33)- 40.00 (1.33)- 00.0 60.0 15.00 (9.50)• 30.00 )9.50)• 2351 4594 26.1 lbs lbs lbs lbs psf psf plf psf psf 16, lbs plf .Tributary wid h (ft) Maximum Reactions (tbs) and Bearing Lengths (in) : 27 -10.1' I 4' O 27-W Unfactored: Dead Live Snow Factored. Total Bearing. Length Min req'd 5536 5081 4424 1975 1995 1310 12715 4454 3.01 3.01•• 3480 1929 997 1.06 1.06•• "Minimum beating length governed by the required width of the supporting member. Glulam-Unbal., West Species, 24F V5 DFMF, 6-3/4 "x18' Supports: All - Timber-soft Beam, D.Fir{ No.2 Total length 27- 10.1-; Lateral support top= at supports, bottom = at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos foes : Criterion Analysis Value Design Value Analysis /Design Shear Bending) +) Live Def1•n Total Defl'n 00 - 154 fb - 2119 0.47 - L/577 1.02 = L/266 Fv' - 247 Flo' = 2559 0.76 - L/360 1.13 - L/240 fv /Fv' - 0.62 fb /Fb' - 0.33 0.62 0.90 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009). the National Design Spedficalon (NDS 2005), and NDS Design Supplement 2. Please verify that the defaut deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ARC 117 -2001 and manufactured in accordance with ANSUAITC A190.1 -1992 4. GLULAM: bad = actual breadth a ac84al depth. 5. Glu1am Beams shall be laterally supported accordng to the provisions of NDS Clause 3.3.3. 6. GLULAM. bearing length based on smaller of Fcp(teesion), Fcp(comp'n). 34 of 50 35 of 50 Pacific Northwest Engineering 94 t Ave, Suite 310 Tacoma. WA 95402 Aa, 27, 2012 151S PROJECT 512 -0 505 1-u ..c.. =11=: r+(J8= 1.11 -9WL -- T.. M P4 G 1 N 5 70 1:a 1(V G Design Check Calculation Sheet VYeedYierin Slew 9.14 Loads: Load Type Diecribution Pat- tarn Location (ft] att End Magnitude c End Unit Load,. Loa. Loa. Load10 Loadll Load13 Load14 Load15 a., Lo ad19 Load. Glean Load23 Self - +eight Dead Dead Dead Live Dead Snow Dead L1 ve Dead Snow Dead Live Snow Dead Snow Dead Live Dead Partial UOL Paint Point Point Point Paint Point Point Point Point Partial Area Partial Area Partial k Partial Area Partial Area Partial At Partial Area Partial Area Full UDL 00 -I.O0 .75 00 00 .00 1 00 1 00 - 1 00 1 00 5 15 50 75 15.50 00 7.00 00 7 00 1 00 15.50 1 00 15.50 00 13 00 00 13 00 ea. ° ea.o 360 307 662 1:94 :82 662 1:94 10.00 (8 251• 0 (8 25)• 10 00118 001• 30 00(10 001• 15 00110.001• 30 00118 001• 10 00 (2 001• 40 00 12.001• 16.5 lallAAAAAAMVIIM Tributary Nid h (ft/ Maximum Reactions (lbs) and Bearing Lengths (in) : ,. - { is.80• 4' 543 Unfactored: Dead Live Snow e Total ari g. Length Min r q 3480 1929 997 3207 042 3667 7925 0_39 2.36 2.39 2 .47 2.17 Glulam-Unbel., 89es1 Species, 24F -V5 OFMF, 5- 113"015" Supports: All. Timber-sot Beam 0.81{ No/ Total moth :15 -108: Label support loo- at supports, 6Yterne .t suppom; Analysis vs. Allowable Stress (psi) and Deflection (in) „sing NOS 2009. Criterion Analysis Value Design Value A nnlyaie /Design __ Shear Bending 1.■ Live Defl'n Total Defl n fv - 140 fb 2 - 086 0.35 . L/541 0.71 - L/2. Fb• - 2600 0.52 - L/360 0.79 - L/210 fv /FY• - 0 57 fb /Flo• - 0.80 0.61 0.90 Design Notes: 1. WoodWorks analysis and design an I ac:Nanc. Writhe ICC Mama5aul 900g Cos. (IBC 2009), the Natonal Design Specification (NOS 2005). and NDS Design Supplement. 2. Please away that the default 4.Mcden Inds are appropriate for your appotaaon. 3. GtWmdesgn values are far nale4als oanbmky to ARC 117 -2001 and manufactured in ac4<Na000 with ANSUAITC A103.1 -1992 . GLULAL: Pals • tual breadth a actual depth. . G64am Been. Yap ee laterally supported aom,6ng to the provisions of NDS Clouse 33.3. 6. GLULAM: bearing engb based on smaller of Fcgbmion). Fcp(c0mpn). 35 of 50 36 of 50 COMPANY Paafc Northwest Engineer;ng 1944 Peoflc Ave; Suit. 310 Tacoma, WA 98402 Apr. 27, 201215:38 PROJECT NI-ID S:2572-0 SFB 1=AC,FrC n10Fa-fr- 4wLr3T C t4 G l tv C- C q 1 rV G Design Check Calculation Sheet Woodworks sae. 9.14 Loads: Load Type Distribution Pat - tern Location (ft) Start End Magnitude Start End Unit ,e 4 - ) Load1 Load2 Load3 Load4 Loads Load6 Load? Loads Load9 Self - weight Dead Snow Dead Live Dead Snow Dead Live Dead Dead Point Point Point Point Partial Area Partial Area Full Area Full Area Partial UOL Full UDL 4.00 4.00 4.00 4.00 0.00 4.00 0.00 4.00 0.00 4.00 2351 4594 3480 4445 15.00(10.00)• 30 00(10.001• 10 00 (1.331' 40.00 (1.331* 80.0 80.0 16.5 lbs lbs lbs lb. par psf Pei pef plf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 12 -10.6' 4" • »:tPa�4r -A"9. - ..•e.,eaa .xs.� "e � ' , rna+.a, 0 17-0.3 - Unfactored: Dead Live Snow 40010 ed. Total B a ing. Length Min req'd 4996 3430 4178 2100 1692 1575 10704 4551 3.21 3.21 1.37 1.37 Glulam-Unbal., West Species, 24F-V5 DF/HF, 5.1/8 "a15" Supports: All - Timber-soft Beam, D.Fo-L No.2 Total length: 1740.8; Lateral support top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (In) asorg NOS 2005: Criterion Analysis Value Design Value Analysis /Design Shear Bending( +1 Live Defl'n Total Defl'n 10 ■ 195 fb - 2338 0.19 - L/820 0.43 ■ L /357 Fv' - 247 lb' - 2644 0.42 - L/360 0.63 ■ L/240 fv /F0' - 0.79 fb /fb' - 0.88 0.44 0.67 Design Notes: 1. WoodWorks analysis and design are on accordance with the ICC IntemaOona( Building Code (IBC 2009), the National Design Specification (NDS 2005), and NOS Design Supplement 2. Please verify that the default deflection Snits are appropriate for your application. 3. Glulam design values on fa materials conforming to AITC 117 -2001 and manufactured in accordance with ANSI/AITC 6190.14992 4. GLULAM: bad = actual breadth x actual depth. 5. GWlam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tenoion), Fcp(comph). 36 of 50 37 of 50 COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:38 PROJECT NHD S -2572-0 SF7 .-.'acnF -rt, r izi r=r t, -.W.. 0.t G rw G 1 1V G C r4 r N G Design Check Calculation Sheet WoodWorks Stier 9.14 Loads: Load Type Distribution Pat- tern Location [ft) Start End Magnitude Start End Unit ,e 4 - ) Loadl Load2 Load3 Load4 Load5 Self - weight Dead Live Dead Live Dead Dead Full Area Full Area Partial Area Partial Area Point Full UDL 4.10 8.60 4.10 8.60 4.10 10.00 (8.00)• 40.00 (8.00)' 10.00 (8.50)• 40.00 (8.50)• 340 6.0 psf psf psf psf lbs plf 'Tributary Width (ft) Maximum Reactions (lbs) and Bearing Lengths (in) : 8' -8.8" 4" • »:tPa�4r -A"9. - ..•e.,eaa .xs.� "e � ' , rna+.a, 8' -7 Unfactored: Dead Live Factored: Total Bearing. Length Min req'd 654 1790 810 2497 2444 3308 1.20 1.20 1.63 1.63 Glulam- Unbal., West Species, 24F -V5 DF/HF, 3- 118 "x9" Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 8' -8.8'; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NOS 2005: Criterion Analysis Value Design Value Analysis/Design fv /Fv' " 0.66 fb /Fb' = 0.82 0.68 0.58 Shear Bending(4) Live Defl'n Total Defl'n fv - 143 fb = 1905 0.19 ,s L /531 0.25 " L /411 Fv' ■ 215 Fb' " 2310 0.29 = L/360 0.43 = L/240 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glutam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSUAITC A190.1.1992 4. GLULAM: bird = actual breadth 0 actual depth. 5. Glu)am Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 8. GLULAM: bearing length based on smaller of Fcp(tensbn), Fcp(comp'n). 37 of 50 , - r COMPANY Pacific Northwest Engineering 1944 Pacific Aye; Sude 310 Tacoma, WA 98402 Apr 27, 2012 15:38 PROJECT NHD 0-2572-0 SF8 .tac.11-e a- p-Jr .l- r,- .wL.ts 1 C N CZ I N L= C F] 1 N (a Design Check Calculation Sheet Woodworks Sizer 9 14 Loads: Load Type Distribution Pat- tern Location (ft] Start End Magnitude Start End Unit Loadl Load2 Self - weight Dead Snow Dead Full Area Full Area Full UDL 15.00(20.00)• 30.00(20.00)• 6.0 psf psf plf . = -... aty Wid`5 _' Maximum Reactions (Ibs) and Bearing Lengths (in) : 1 5'2.1' ,( 7,. g,.t t • r o :. 0' 5 -1.1' Unfactored: Dead Snow Factored: Total Bearing. Length Min req'd 779 1526 - ` '' 779 1526 2305 2305 1.05 1.05 1.05 1.05 Lumber -soft, D.Flr -L, No.2, 4x8 (3 -112x7 -114') Supports All - Timber -soft Beam, D.Fir -1 No.2 Total length: 5' -2.1'; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection (n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 102 tb = 1147 0.05 = <1/999 0.09 = L/679 Fv' = 207 Fb. = 1335 0.17 = 1/360 0.25 = L/240 fv /Fv' = 0.49 fb /Fb' = 0.86 0.30 0.35 Design Notes: 1. WoodWorks analyse and desgn are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default de#ecbon limits are appropriate for your application. 3. Sawn lumber bending members shall be Iateralty supported according to the provisions of NDS Clause 4.4.1. 38 of 50 39 of 50 COMPANY PacificNorthwestEngineering ing 1944 Pacific Ave; Sude 310 Tacoma, WA 98402 Apr. 27, 2012 1539 PROJECT SF9 52572-0 SF9 F-= a,Cn=nc r.1C1r 1 nwwr -sr E NJ (3 1 N C C 1=1 1 r• C3 Design Check Calculation Sheet Woodworks Sizer 9 14 Loads: Load Type Distribution Pat- tern Location Ift] Start End Magnitude Start End Unit Loadl Load2 Load3 Load4 Loads Self-weight Dead Snow Dead Live Dead Dead Full Area Full Area Full Area Full Area Full UDL Full UDL 15.00(17.00). 30.00(17.00)• 10.00 (8.50)• 40.00 (8.50)• 80.0 6.0 psf psf psf psf plf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 4-8.2 I fA .. h rw 7 £=.a�i...,1y't'�i'`K •+- P".+..„'"'�si3y,i .a;, '. },.Y''S+'.,.�y '. IF �� , t , 4- X�:t `�` -'iu3t • '1 a� °, .(. Yx+xela�uF ,.. w5�" t. 0 4 -7.1' Unfactored: Dead Live Snow Factored. Total Bearing: Length Min req'd 978 781 1171 - ` '' 978 781 1171 2442 2442 1.12 1.12 1.12 1.12 Lumber -soft, D.Flr -L, No.2, 4x8 (3- 112x7 -1141 Supports: All - Timber -soft Beam, D. Fir{ No.2 Total length'. 4' -8.2'; Lateral support: top= at supports, bottom = at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 103 fb = 1098 0.04 = <L/999 0.07 = L/766 Fv' = 207 Fb' = 1336 0.15 = L /360 0.23 = L/240 fv /Fv' = 0.50 fb /Fb' = 0.82 0.23 0.31 Design Notes: 1. Woodworks analysis and design are in accordance with the ICC International Budding Code (IBC 2009). the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits am appropriate for your application. 3. Sawn lumber bending members Sha8 be laterally supported according to the provisions of NDS Clause 4 4 1. 39 of 50 40 of 50 - COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:39 PROJECT NHD 0.2572 -D SF10 1- 'ACI1-.4C NG4- 4 "11 -<W,. x C bV Q 4 N E E- R 1 N G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type - - -_ Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Load3 Load4 Loads Load6 Load7 Load0 Load9 Self - weight Dead Live Dead Dead Snow Dead Snow Dead Full Area Full Area Full UDL Point Point Partial Area Partial Area Full UDL 2.50 2.50 0.00 2.50 0.00 2.50 10.00 (8.50)• 40.00 (8.50)• 80.0 662 1294 15.00(17.00)• 30.00(17.00)• 9.9 psf psf plf lbs lbs psf psf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : %414' 10 i m a z rC h v k 0 6'-1.5' Unf - ored: Dead Live Snow Factored. Total B i g. Length Min read 1335 1041 1582 0' 10'42" Unfactored: Dead Live Snow Factored. Total Bearing. Length Min redid 1987 1802 2097 3300 1151 1802 441 4911 1.51 1.51 2952 1.47 1.47 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2006 0.89 0.89 Analysis Value Glulam- Unbal -, West Species, 24F -V5 DFMF, 5- 1/8 "x9" Supports: At - Timber -soft Beam, D.Fir-L No.2 Total length: 10' -8.4'; Lateral support: top= al supports, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005 : Criterion _ Analysis Value Design Value Analysis /Design fv - /Fv' - 0 49 fb /Fb' - 0 63 0 17 0 23 Shear Bending(*) Live Defl'n Total Defl'n fv = 132 fb = 1468 0.21 = L/598 0.43 = L/295 FV' = 247 Fb' = 2370 0.35 = L/360 0.53 = L/240 fv /Fv' = 0.53 fb /Fb' = 0.62 0.60 0.81 Design Notes: 1. WoodWorks analysis and design am in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), aril NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Ghdam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSVAITC A190.1 -1992 4. GLULAM: bid = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: beating length based on smaller of Fcp(tension), Fcp(comp'n). 40 of 50 - COMPANY Pacific Northwest Engineering 1044 Padflc Ave; Suite 310 Tacoma, WA 98402 Apr. 27, 201215:39 PROJECT NHD S2572-0 - SF11 r,C.CL-0, = rw cDF-ii1- NNIEcaD f E-- N C3 4 N E E R r N C= Design Check Calculation Sheet Woodworks Sirar 9.14 Loads: Load Type Distribution Pat- tern Locatior (ft) Start End Magnitude Start End Unit Load3 Load4 Load5 Load6 Load? Loadl Load9 Load10 Loadll Load12 Load13 Self - weight Dead Live Dead Dead Snow Dead Snow Dead Snow Dead Snow Dead Full Area Full Area Full UDL ' Pont Point Partial Area Partial Area Font Polo, Fert:a0 Area Part:al Area Full. UDL 0.50 0.50 0.00 0.50 0.00 0.50 5 50 5.50 5 50 6.20 5 50 6.20 10.00 (8.50)• 40.00 (6.50)- 80.0 662 1294 15.00(17.001' 30.00(17.00)• 662 1294 15.00(17.00)- 30.00(17.00)• 7.7 psf psf plf lbs lbs psf psf lbs lbs psf psf olf -Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths in) : y Er-3- 1 i m a z rC h v k 0 6'-1.5' Unf - ored: Dead Live Snow Factored. Total B i g. Length Min read 1335 1041 1582 1333 1041 1580 3303 3300 1.51 1.51 1.51 1.51 Lumber-soft, D.Fir-L, No.2, 4810 (3- 1/2"x9 -1/4 ") Supports All - Timber -sob Beam, D.F6{ No.2 Total length: 6'3.0-; Lateral support top= at supports. bottom= at supports: Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2006 Criterion Analysis Value Design Value Analysis /Desinn Shear Bending(,) Live Defl'n Total Defl'n fv' - :02 fb - 616 0.04 - 41/999 0.07 - <L/999 Fv' - 207 Flo' - 1069 0.20 ■ L/360 0.31 ■ L /240 fv - /Fv' - 0 49 fb /Fb' - 0 63 0 17 0 23 'The effect of point loads u 1 . a distance d of the support has been included as per 1:05 3 4.3.1 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC kdemalional Building Code (IBC 2009), the National Design Specification (NOS 2005), and NDS Design Supplement 2. Please verify that the default deflection Smits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. 41 of 50 42 of 50 �.- COMPANY 19 4 dfhAve; Engineering 1944 Padfie Ate; Sute 310 Tacoma, WA 984112 Apr. 27, 2012 15 39 PROJECT R1 52572-0 R1 1-.....C--0,11.7i a -m.7JF re- .M.,.'r_ - r G N G I N C C g r N G Design Check Calculation Sheet WoodWorks Saer 9.14 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Self- weight Dead Snow Dead Full Area Full Area Full UDL 8.39 8.39 0.14 8.39 0.14 8.39 8.39 9.64 8.39 9.64 15.00(17.001• 30.00(17.00)• 6.0 psf psf plf 'Tributary Width (ft) Maximum Reactions (lbs) and Bearing Lengths (in) : 5'1.8' t x}'+ .' Y ; , P `. .>b s%. ;•i- i.'l#,� r�=' _ YY "'x' T -:x'f 0' 5.-09' Unfactored: Dead Snow Factored. Total Bearing. Length Min req'd 662 1294 - - - 662 1294 1956 1956 0.89 0.89 Unfactored: Dead Snow Factored: Total Bearing: Length Min reg'd 0.89 0.89 "'--- .�. Lumber-soft, D.FIr -L, No.2, 4x8 (3.1/2 "x7 -114 ") Supports Al - Timber -soft Beam, D.Fir-L No 2 Total length: 5' -1.8'; Lateral support lop= at supports, bottom= at supports, Analysis vs. Allowable Stress (psi and Deflection ('n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design 3.63 3.63 Shear Bending(*) Live Defl'n Total Defl'n fv = 86 fb = 971 0.04 = <L/999 0.08 = L /805 Fv' = 207 lb' = 1335 0.17 - L/360 0.25 = L/240 fv /Fv' = 0.42 fb /Fb' = 0.73 0.25 0.30 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Budding Code (IBC 2009), the National Design Specification (NDS 2005), and NOS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your applcation. 3. Sawn lumber bending members sha0 be laterally supported according to the provisions of NDS Clause 4.4.1. 42 of 50 �.- COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27. 2012 15 39 PROJECT NHD 5-2572-0 R2 1= '.acw1c r.ror-r e -,w��r E N G 1 N C C q ( N G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location (ftl Start End Magnitude Start End Unit Load3 Load4 Load5 Load6 Load? Load8 Self - weight Dead Snow Dead Snow Dead Snow Dead Point Point Partial Area Partial Area Partial Area Partial Area Full UDL 8.39 8.39 0.14 8.39 0.14 8.39 8.39 9.64 8.39 9.64 5197 4970 15.00(19.50)• 30.00(19.501• 15.00 (3.50)' 30.00 (3.50)• 16.5 lbs lbs psf psf psf psf plf *Tributary Width (ft) Maximum Reactions (lbs) and Bearing Lengths (in) : 9-11.3 t 0' 9'-8.r Unfactored: Dead Snow Factored: Total Bearing: Length Min reg'd 2206 3470 "'--- .�. 5630 6457 5676 12088 1.70 1.70 3.63 3.63 GIulam- Unbal., West Species, 24F -V6 DF /HF, 6 -118 "x15" Supports AU - Timber -soft Beam, D.Fir -L No.2 Total length: 9'- 11.3 "; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NOS 2905 : Criterion Analysis Value Design Value Analysis/Design fv /Fv' = 0.93 fb /Fb' = 0.43 0.23 0.32 Shear Bending(*) Live Defl'n Total Defl'n fv = 230 fb = 1150 0.07 = <L/999 0.16 = L/749 Fv' = 247 Pb' = 2678 0.32 = L/360 0.49 = L/240 The effect of point loads within a distance d of the support has been included as per NDS 3.4.3.1 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC Intemational Building Code (IBC 2009), the National Design Specification (NDS 2005). and NDS Design Supplement 2. Please verify that the default deflection limas are appropriate for your application. 3. Glutam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSUAITC A190.1 -1992 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams sha0 be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 43 of 50 • • . - _ COMPANY Pacific Northwest Engineering 310rq 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 27, 2012 15:39 PROJECT NHD 5.2572-0 R3 1- ='<acu tc r•lor-+-r W1, 1.1 G nV G 1 rV G 6 1a I rV G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Unit Loadl Load2 Load3 Load4 Loads Load6 Self - weight Dead Snow Dead Snow Dead Live Dead Partial Area Partial Area Partial Area Partial Area Point Point Full UDL Full Area Full Area Full UDL 0.00 13.00 0.00 13.00 13.00 16.25 13.00 16.25 13.08 13.08 15.00 (3.00)' 30.00 (3.00)' 15.00 (1.50)' 30.00 (1.50)' 5586 7129 16.5 psf psf psf psf lbs lbs plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : f 16.4z 15' 7" 0' 15' -6.5' Unfactored: Dead Snow Factored. Total Bearing: Length Min req'd 0' 16' -2.1' Unfactored: Dead Live Snow Factored: Total Bearing: Length Min req'd 1572 381 713 4936 5748 . 598 3143 10684 0.94 0.94 Timber-soft, D.Fir -L, No.2, 6x8 (5- 112'x7 -112=) Supports: All - Timber -soft Beam, D.Fir -L (40.2 Total length: 15' -7.0'; Lateral support: top= at supports, bottom= at supports; 3.21 3.21 Criterion GIu am-)nbal., West Specks, 24F -V5 DF/NF, 5- 118=x15' Supports: All - Timber-soft Beam, D.Ftr-L No.2 Total length: 16'4.2'; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design fv /Fv' = 0.96 fb /Fb' = 0.91 0.42 0.71 Fv' = 195 Fb' = 862 0.52 = L/360 0.78 = L/240 Shear Bending(*) Live Defl'n Total Defl'n fv = 207 fb = 2078 0.23 = L /856 0.57 = L/337 Fv' = 215 Fb' = 2287 0.54 = L/360 0.81 = L/240 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSUAITC A190.1 •1992 4. GLULAM: bred = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 44 of 50 '.-- COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma. WA 98402 Apr. 27, 2012 15:39 PROJECT' NI-ID 5.2572-0 R4 nx:,l. ■ic nlur -r w�=: r C- P4 G 1 N G G A I N G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Loadl Load2 Self - weight Dead Snow Dead Full Area Full Area Full UDL 15.00 (2.00)' 30.00 (2.00)' 9.8 psf psf plf 'Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 15' 7" 0' 15' -6.5' Unfactored: Dead Snow Factored. Total Bearing: Length Min req'd 309 466 - 309 466 776 776 0.50' 0.50' 0.50' 0.50' 'Minimum bearing length setting used: 12' for end supports Timber-soft, D.Fir -L, No.2, 6x8 (5- 112'x7 -112=) Supports: All - Timber -soft Beam, D.Fir -L (40.2 Total length: 15' -7.0'; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005: Criterion Analysis Value Design Value Analysis/Design fv /Fv' = 0.13 fb /Fb' ■ 0.81 0.60 0.80 Shear Bending( +) Live Defl'n Total Defl'n fv ■ 26 fb = 701 0.31 = L /595 0.63 = L/298 Fv' = 195 Fb' = 862 0.52 = L/360 0.78 = L/240 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC Intemational Burbling Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits ale appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 45 of 50 Project Plain Footings Location: 30"-Square Footing [2009 International Bolding Code(2005 NDS)] Footing Size: 2.5 FT x 2.5 FT x 11.00 IN Section Footing Design Adequate Luke Moerke Pacific Northwest Engineering 1944 Pacific Ave; Ste 8305 Tacoma, WA 98402 StruCalc Version 8.0.103.0 3242011 11:14:32 AM a CAUTIONS • Footing has been designed without reinforcement FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover. Qs • 1500 psf Fc = 2500 psi Fy • 40000 psi C = 3 in FOOTING 0170 Width: W • 2.5 ft Length: L = 2.5 It Depth Depth • 11 in Effective Depth to Top Layer of Steel: d = 9 in COLUMN AND RASFPI ATF SI7F Column Type: Column Width: Column Depth: Wood m = 3.5 in n = 3.5 in FOOTING CALCULATIO fiIS Bearing Calculations: Ultimate Bearing Pressure: Qu = Effective Allowable Soil Bearing Pressure: Oe • Required Footing Area: Areq Area Provided: A = Baseplate Bearing: Bearing Required: Bear = 12600 Ib Allowable Bearing: Bear -A = 28634 Ib Beam Shear Calculations (One Way Shear): Beam Shear. Vol = 2520 Ib Allowable Beam Shear. Vc1 = 9900 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter. 8o = 50 in Punching Shear. Vu2 = 10413 Ib Controlling Allowable Ponchtng Shear. vc2 = 32918 15 Bending Calculations: Factored Moment: Mu = Nominal Moment Strength: Mn = 1360 psf 1363 psf 6.24 si 6.25 sf 47250 in-Ib 55688 in-lb NOTES FOOTING I OADIN( Live Load: Dead Load: Total Load: Ultimate Factored Load PL= 60001b PD= 2500 Ib PT = 8500 m Pu = 12600 1b 46 of 50 Project '. Plain Footings Location: 24' -Round Footing [2009 International Building Code(2005 NDS)] Footing Size: 2.0 FT Round Diameter X 8.00 IN Deep Section Footing Design Adequate Luke Moerke Pacific Northwest Engineering 1944 Pacific Ave; Ste 0305 Tacoma, WA 98402 StruCalc Version 8.0.103.0 3242011 11:14:33 AM • CAUTIONS ' Fooling has been designed without reinforcement FOOTING PROPFRTIFS Allowable Soil Beefing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover. Os = 1500 psf Pc = 2500 psi Fy = 40000 psi c= 3 in FOOTING SI7F Diameter. Dia. = 2 ft Effective Depth to Top Layer of Steel: d = 6 in COLUMN AND RASFPI ATF C17F Column Type: Wood Column Width: m = 3.5 in Column Depth: n = 3.5 in FOOTING CAI CUl ATIONS Bearing Calculations: Ultimate Bearing Pressure: Ou = Effective Allowable Soil Bearing Pressure: 0e • Required Footing Area: Areq = Area Provided: A = Baseptate Bearing: Bearing Required: Bear = Allowable Beating: Bear -A = Beam Shear Calculations (One Way Shear): Beam Shear: Vul • Allowable Beam Shear. Vc1 = Punching Shear Calculations (Two Way Shear): Critical Perimeter. Bo = Punching Shear: Vu2 Controlling Allowable Punching Shear vc2 • Bending Calculations: Factored Moment: Mu = Nominal Moment Strength: Mn 1337 psf 1400 psf 3 si 3.14 si 6320 Ib 28634 Ib 1377 Ib 4679 Ib 38 in 5059 Ib 16678 Ib 16803 in-Ib 17547 in-Ib LOADING DIAGRAM it I—x.s In H • ]e FOOTING LOAOINFk Uve Load: Dead Load: Total Load: Ultimate Factored Load PL • 3200 Ib PD= 1000 Ib PT= 4200 Ib Po= 6320 Ib 47 of 50 0 N o W W n m m 2; m 2 g o m T R g g n c i= m YI = m F D ga �i tiiiiK3�Amomamailliri13 1e8 5F e �.iij a tg i mgg89!FTE NO F 8a�pA6. �% i ;�m o TTN.�mm:m�� T�ffi p��3Da3A��N75}i�N,��me9j �3 p, SP ,V!! m' mC yy m o $N.mn T 20 2. m6 N C NNN , OC. m g N $� P� a M N y e m • m m d a N m m� 2-.=. t g 3 F 'm 0 d m agga - =1o.. 8bno N F 5. S 9 5 3 .. LEE ° an 1 n n C 9 P n n n X y mp � n p p F." 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O'EO L'O'8 UoiSVeA oleOru8S WV EE :b L :l l I LOLIVE g\ S U O m agh 4F R2"m 53. 05° -15 m8 u1 N m N olo 5 By @. m z— ;z' 088 ZO N 0'£01'0'9 uolveA otB3N1S VW ££Y1: WIVE e \s StmCalc Version 8.0.103.0 Pga €EE 838 a a a a 8888 n J O F- 3 M M O M 138:g J O 1.a m as npa cg g8ga 811 c2 m2 m2 2 e e y A. ^^ 0 0 8- VS PIT N N E O V A N - W 2 VV Ig RV qn 00o0 0 m at a ` mu tl a s "fu 4 0 tl tl `P V° a s tY a a OS ‹ mm >'> m° >' > »> mm mdd°d ='d 33$ r O :f; i5 ya f. 0 o t � U w m g S 2 W r E MI Li o v p p O 0,6-gag ao 855 _1� :enlig a t§ U K N i a° mma4'3 a Sm A m'mNd6g gds �� U.9 vK �a yE E 7d (jPO L Q O)3 Z N C a 3 3'v p� al 4m LL' 8 O C p0 a U Q ,Q O gmww<Vaimagoo.« a cigLL i °�3in 3in� ggi C I C • • Response to Comments from Planning Division June 13, 2012 Applicant: Randy and Linda Smith Regarding D12-150 44xx S 150th St (parcel # 004200 -0071 #1 The driveway dimensions have been added to the plan including the square footage for the driveway /parking area. Total area does not exceed limit of 1,200 square feet. #2 The slope in the back does not have any trees on it that are on our property. The large tree in the back is 5 feet on the neighboring property. 5 cam- orwvv c9 - a - ! clo r- l iz 1 rr ¥f\Q»° ., CITY JUN 1 4 2012 PERMIT CENTER • Response to comments from Building Division June 13, 2012 Applicant: Randy and Linda Smith Regarding D12-150 44xx S 150th St (parcel # 004200 -0071) General Note Plan Submittals. The site plan has been enlarged and drawn to scale to meet the reqiuirements of size of paper the same as the rest of the submission 1. The topographical elevations have been shot and the lines are shown. The Street elevation benchmark is noted in the SW corner. 2. The footing drain system is included to draw ground water away from the foundation/crawl space area. The footing drain discharge system is separate from the downspout system. 3. The elevations are revised with the surveyed markings on the drawing which includes North East South and West noted. 4. Per a conversation with Dave Larson, a geo tech is not needed for the footing since there is not a steep slope. The plans allow a load bearing of 1500 lbs /.sq ft which is the bench mark that would require such. cm� JUN 14 2011 PERMIT CENTER June 4, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Randy Smith 1438 S 176111 St Seatac, WA 98188 RE: Correction Letter #1 Development Permit Application Number D12 -150 Smith Residence — 46XX S 150 St Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -150 W: \Permit Center \Correction Letters\2012 \D12 -150 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Tukwil _)uilding Division Allen Johannessen, Plan Examiner Date: May 16, 2012 Project Name: Smith Residence Permit #: D12 -150 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a site plan with topographical elevation lines that show site slopes at 2 foot intervals. On the site plan provide elevation bench mark, typically at the street entrance, and show finish floor elevation. Finish floor elevation shall take in account the crawl space where the footing drains (FD) shall sufficiently drain to a designed FD disbursement location. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 3. Revise elevation drawings to reference sides as North, East, South and west. 4. Please provide a Geotechnical evaluation of the site soils by a registered geotechnical engineer. Evaluation shall include the determined load- bearing values of the site soils for footing design requirements and shall specify footing drainage /disbursement requirements. (IRC R401.4) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. ij PLANNING DIVISION COMMENTS DATE: May 24, 2012 APPLICANT: Randy and Linda Smith RE: D12 -150 ADDRESS: 44XX S. 150th St. (parcel #004200 -0071) Please review the following comments listed below and submit your revisions accordingly. 1) Please revise the site plan to add dimensions of driveway area, as well as a note with the total square footage on the lot (not including the garage) devoted to driveway /parking area. Please note that the limit for area devoted to driveway /parking area outside of structures on this lot is 1,200 square feet, per TMC 8.25.020 (D). 2) There appear to be steep slope areas on this lot. Removal of trees from steep slope areas will require replacement per Tukwila Tree Regulations contained in TMC section 18.54.130. This review can be conducted as part of this building permit, rather than through a separate tree removal permit application. Please show on the site plan the location of existing trees, and indicate whether each tree will be removed or retained. Please also indicate the species of the tree and the diameter at breast height of each existing tree. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. �kRMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -150 DATE: 07/06/12 PROJECT NAME: RB SMITH DEVELOPMENT SITE ADDRESS: 4432 S 150 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPAR�ENOT1: 6uitdmg Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07/10/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 08/07/12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 'PERMIT COORD COP'S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -150 PROJECT NAME: RB SMITH DEVELOPMENT SITE ADDRESS: 4432 S 150 ST DATE: 06/14/12 _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTM. NTS: AL"' C. Building Division Public Works 12 Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06/19/12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/1 7/12 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 ;HERMIT COORI7 Cup* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -150 PROJECT NAME: SMITH RESIDENCE SITE ADDRESS: 44XX S 150 ST DATE: 05/07/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS. 1, Idin. �Ivision Fire Prevention ® 114-1) ett Planning Division Public orks Structural n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05/08/12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route fkl Structural Review Required n No further Review Required Ti REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/05/12 Approved Approved with Conditions Not Approved (attach comments) ‘q,] Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: LA— — t? p ,/f Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: /VIA Documents /routing slip.doc 02/29/12 PROJECT NAME: SITE ADDRESS: Ph Gilo IX-NJ PERMIT NO:� ORIGINAL ISSUE DATE: REVISION LOG 1 2- al 1094 2. REVISION O. DATE RECEIVED ` STAFF INITIALS ISSUED DATE STAFF INITIALS ui l �� �� Summary of Revision: 14Clci& Firs V.96“,14 ect- ( ,t Received by: l /,U p p - in 1 77-h REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: e (please print) • 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D12-150 .. Y ❑ Response to Incomplete Letter # ❑ No.,, Response to Correction Letter # cr Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner n 6 2012 PERMIT cEN R Project Name: RB Smith Development Project Address: 4432 S 150 St Contact Person: Linda Smith Phone Number: 206 755 -0874 Summary of Revision: WSEC Prescriptive worksheet (2010 edition) Zone 1 received from Dave Larson on behalf of Linda Smith (was submitted directly to him instead of through the Permit Center). Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 01 /(Al `L \ applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 131 la Plan Check/Permit Number: t 3 — 1150 ❑ Response to. Incomplete Letter # VResponse to Correction Letter # Y ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: {))7) ?"-)M.1"\ -h veGr�e)r- Project Address: L- Xy \\ \\ 3Q U� Contact Person: Li C1 Q �YY1 \`�Yl Phone Number: a3 6-'155-0 81 Lf Summary of Revision: 00(\a RECENED CITY OF TUKWILA IJUN 14 2012 Sheet Number(s): �� ti-S? z 1 "cam {�� \c^,..N\`�- `CCk A \ C c, ? in\cv Q� r �il CO C_ "Cloud" or highlight all areas of revision including date of revision ti k� 1 r\ Qx\karc6 Received at the City of Tukwila Permit AA/kJ by: AA/ Entered in Permits Plus on OU `(_I n (1 H:\ Applications\Forms•Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: Part.A :.:To be :cortmpieted bytapplicant -' Site address (attach ma and legal de cription showing h drant location and size of main): x> g. /5o K / qet oolg 00- )7 Owner Infor ation. , :. ' Agent/C er4ton ... Name: c ;44 3e/. Name: /6:44. vi SleveuS Address: _ t9- 6 a z z 76 Address: Phone: �D _ 3 c'. (9/35 �'� Phone: ge 4 " 3_6—.7_ ©13S- This certificate is for the purposes of: 0. Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Rezone ��// ❑ Other /II Herek Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to �r�i� f tructure is arj0 ft. ��iSTRIi T 125 Area is served by (Water Utility District): Owner /Agent Signature 171/46// Date 1-part`B ; -To be completedrby ;watecptilitydistriat .,`. 1. The proposed project is within 1 “.v u.i i L 4 l i IL) 2. No improvements required. (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2.3'-/3 gpm at 20 psi residual for a duration of 2 hours at a velocity of (1 fps as documented by the attached calculations. 5. Water vailability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. CITYRSRAILA I hereby certify that the above information is true and correct. Ki •2 0),STi21cr. I25 AgencPhone 2.0 - 2.42_ _ i 7 MAY 0 7 2012 PERMIT CENTER By Date This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications\uater availability (7 -2003) Printed: 9 -16-03 FxfieE5 6/—i6 -13) • Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1 This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature Date g //67 -1-2— District Representative ,4- .,t, {�o3.c,a��_ Date / -/ 6 -/Z 14816 Milit Road South P.O. Box 0 Tukwila, A 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Commercial: $100 ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Pur ose of Certificate: A_ Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Pro •o ed Use: '' -esidential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: ,/ i3 ghvt,4& b-e ✓ Phone: ,. 4.k • _ , - .. o A Property Address or Approximate ocation: Tax Lot Num er: �� ~ �S'_ �� 3� 2f4{> /5-0 —Si 00/79. 6 00 71 Legal Description(Attach Map and Legal Description if necessary): -T-K 15 -1 .vt-Am s Pra,,►ilfz. Part B: (To Be Completed by Sewer Agency) 1. 'I a. Sewer Service will be provided by side sewer connection only to an existing , size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive. plan, .. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. TO a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /D8. od a. District Connection Charges due prior to connection: GFC: $ ,S7)1241 SFC: $ 110w UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. , b. Easements: ❑ Required p May. be Required CITY of tJ1�WLA c. Other: MAY 0 7 2012 PERMIT CENTER I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signature. Title `f` /6f /Z Date p 11020. • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fElly understand the terms and conditions herein. 7 Applicant's Signature Date Parcel Map and Data m 1 N. N � gg@+� 8 s €„ 00 t i �> .:' *s~ , N �R�. N [� pNp Y � :r' Nj q — Z W , 0 O Z J CD N W L N E L E 7 L. 13 >, Z -a v 0. 2 .2 N 21 a CO CD . .'aa o oa c a, O C._ '.� N _ f0 LO @Y aci w' E wm�a on C _nC 0 C O. fC ..... TY O 70 f6 N O v �UEE5 cs ..- 0 ° 0 O E Ec 2R 7-° H E c.)L 0a) ,c c ci n to c O . cuE E m co c$� E� co N axi — c 0 Y .O . U 4= N c 0 7 0- O >. O O N c N c', L CO - CO . L . + U M N v-0 `m O d 0 dE c `) at c w ,T, 0- • -' O O° E o.3 8 3 0 0 _ 2 N L C O O N C_ c D_ C . -..O -. 4 R stpCy y Cl' Ch a q 0,,.. v- C? `. ` r" y p A {pQ9� - q�pryr 43 4 8 .:.. t g a 8 p Contractors or Tradespeople *ter Friendly Page • Page l of l General /Specialty Contractor A business registered as a construction contractor with LEl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name AESTHETICS NORTHWEST UBI No. 601682243 Phone 2063494751 Status Active Address 2209 So128th St License No. AESTHN'881KT Suite /Apt. License Type Construction Contractor City Seatac Effective Date 5/30/2012 State WA Expiration Date 5/30/2014 Zip 98168 Suspend Date County King Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date GEHRKE, GLENN WILLIAM Owner 05/30/2012 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Western Surety Co 61368269 05/24/2012 Until Cancelled $12,000.00 05/30/2012 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 Nevada Capital Ins Co NCIC0005283 05/24/2012 05/24/2013 $300,000.00 05/30/2012 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 07/03/2012 JD FILE COPY Permlt No. 04' 34'1 11 w 00 54ZkAltr -ecsAttlitil+ (Ica .A5 rittetw APPROVED MAY 11 2012 ..;ity of Tukwila PUBLIC Works 4411,\ 12. L IEVVED FOR DE COMPLIANCE APPROVED JUN 2 9 2012 City of Tukwila BUILDING DI ON • or Cosh >c, e(3 10 10105" E S2. • 4J01 E • • CORRECTION L T R # SELECTED BUILDING CODE REQUIREMENTS Selected Building Codes & Requirements excerpted from the International Residential Code(IRC), The International Building Code (IBC), the Uniform Plumbing Code (UPC), along with Example regulations cited in the Washington State Energy Code (WSEC). DIVISION 1 • GENERAL REQUIREMENTS 1 01 CONSTRUCTION DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the Building Fee, which is part of the price you paid for this product, Northwest Home Designing, Inc., as Licensor, grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from these Documents. NHD reserves all rights not expressly granted to the Licensee. 2. Ownership of Technical Drawings: NHD retains the Title 17 USC Rights and Ownership of these Construction Documents and all subsequent copies of the "work ", regardless of the form of the original and /or other copies. This is not a sale of Original Documents whatsoever. 3. Copy Restrictions: These Technical Drawings and the accompanying materials are Copyrighted. Unauthorized copying of these Documents is expressly forbidden. You may be held Legally Responsible for any Copyright Infringement that is caused or encour- aged by your failure to abide by the terms of this Agreement. 4. Transfer Restrictions: These Technical Drawings are Licensed to you only, and may not be transferred to anyone else without the prior written consent of Northwest Home Designing, Inc.. In no event may you transfer, assign, rent, lease sell, or otherwise dispose of these Construction Documents. 5. Miscellaneous: This Agreement is governed by the Laws of the State of Washington. Neither NHD nor anyone else who is involved in the creation, production, or delivery of this product shall be liable for any direct or indirect consequential, or incidental damages. Violation of the terms of this agreement are subject to a minimum fifty thousand ($50,000.00) dollar penalty. Should you have any questions concerning this Agreement, or if you desire to contact NHD for any reason, please write us at: NHD Marketing Division: 4924 109th St. S.W., Lakewood, WA 98499 or call (253) 584 -6309. IMPORTANT NOTICE: The Plan you are receiving is designed to be sold throughout many Jurisdictions and Building Codes which are found in the United States. As these Jurisdic- tions and Requirements may vary, these plans were designed to the International Residential Code and related National Ordinances only, and may not comply with specific jurisdictional codes and specifications; they will be subject to change and varying interpretations. The Purchaser must ensure that the Plans comply with all Local, as well as National Building Codes and Requirements, which are applicable for the specific Site and Structural Engineering requirements. Before beginning construction, Purchaser must have Plans reviewed by a licenced Structural Engineer who will provide analysis, calculations, drawings, and data (including his or her licensee "Stamp ") which will be submitted (where required) with these Drawings and Specifications to the Local Building Officials. Failure to do this renders these documents legally invalid and absolves NHD of any liability (express or implied) with regards to punitive damages. 1 09 1 10 1 m 1 lug 1 jag 1. Is more than 6 feet (1829 mm) above grade plane. 2. Is more than 6 feet (1829 mm) above the finished ground level for more than 50 percent of the total building perimeter. 3. Is more than 12 feet (3658 mm) above the finished ground level at any point. HEIGHT OF BUILDING: R301.2.2.3.1 Height limitations. Wood framed buildings shall be limited to three stories above grade or the limits given in Table R602.10.1.2(2). Check with your local jurisdiction for height limitations. FLOOR AREA: R304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet (11 m2) of gross floor area. R304.2 Other rooms. Other habitable rooms shall have a floor area of not less than 70 square feet (6.5 m2) MINIMUM CEILING HEIGHTS: R305.1 Minimum height. Habitable space, hallways, bathrooms, toilet rooms, laundry rooms and portions of basements containing these spaces shall have a ceiling height of not le than 7 feet t a eet (2134 mm). ROOM IDENTIFICATION: Each room and the intended use must be clearly defined onthe plans by the applicant for plan review purposes.; DECKS & BALCONIES: R317.1- .2Ground coat ct,.All w ood in contact nt with the he ground, embedded in concrete in direct contatt with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure- preservative- treated wood suitable for ground contact use, except untreated wood may be used where entirely below groundwater level or continuously submerged in fresh water_, 8311.2.1 Attachment. Required exterior egr balconied exterior exit stairways and similar means egress components shall be positively anchored to e primary structure to resist both vertical and lateral rces. Such attachment shall not be accomplished by use of toenails or nails subject to withdrawal.' 1 19 1 20 1 EB STAIR WIDTH: R311.7.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 311/2 inches (787mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. USABLE SPACE UNDER S1,, Under -stair protection. Encl under stairs shall have wall any soffits protecd on the it inch (12.7 mm) gam board. RS: IRC R302.7 a ccessible space stair surface and (side with 1/2- SPIRAL STAIRWAYS: 811.7.9.1 Spiral stairways. Spiral stairways are perms (1, provided the minimum clear width at:and below tt4Iiandrail shall be 26 inches (660 rri i) with each tread having a 71/24r h (190 mm) minimum tread depth at 12 inches (91 r m) from thananower edge. All treads shall be identical, !the rise shall be no more ches.(241 mm). A minimum headroom inches (1982 mm) shall b 2 2 03 04 not have a slope exceeding 1 unit vertical in 10 units horizontal. (10% slope). FOOTING & FOUNDATIONS: R403.1 General. All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crushed stone footings, wood foundations, approved structural systems which shajAb design to accommodate all loads acctllrc R301 and to transmit the resulting loads! the limitations as determined from the chi soil. Footings shall be supported on undist soils or engineeredlill, EROSION DOOTROL: Adjoining public and private pro j shall pr ctedlinm constr t;tio , t :modeling and de i•.n vt�i Verify method with local juris j 401.3 Drainage. Surface drainage maII be" -ri to a storm sewer conveyance or approved point of collection so as to riot create rd. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a -Minimum of 6 inches (152 mm)within the first 10 feet. WINDER TREADS: IRC R311.7.4.2 r treads shall have. mint treapt 0 inches (254 mm) rpeasut l etween the vertical any point within the clear t dth of the stair.Within any depth at the walklme shall not peed the smallest winder tread planes of.t fore ilro the trots with 1 j aunt treads at wall° Winder treads shall have minimum treaa th of 6 inches (152 mm) at flight t staff`s, the f ; gest winder tread by more�then inch (9.5 mm). LANDINGS: IRC R311.7.5 There shall be a floor or nding at the top and bottom of each stairway. ception: Aflight of stairs shall not have a vertical rise greater than 12' between floor levels or landings. The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of 36" measured in the direction traveled. A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, a , P rovided a swing door does not swin over the stairs. R303.6 All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads to a level not less than 1 foot - candle (11 lux) measured at the center of the treads and landings. R311.3 Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2- percent). R303.6.1 Light activation. Where lighting outlets are installed in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the stairway has six or more risers. The illumi nation of exterior stairways shall be controlled from inside the dwelling unit. Att;1 Des; a f ) the docurctenN f.v. is prohibited y C- , any rneans. Northwest t Hom j L ?t n %d Gan modifiable original may be a ztl at) . w FILE COPY Permit No.1\ l) 1 R Plan review approval is subject to errors an Approval of construction documents does r tiro isolation of any adopted code or finance. Receipt of approved F : ** is a know ed: By De:, 3 by des GUARDS: R312.1 Where required. Guards shall be located along - open -sided walking surfaces, including stairs, ramp and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any -joint within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shallnot be considered as a guard. R312.2 Height. Required guards at open -sided alkingsurfaces, including stairs, porches, balconies ridings, shall be not less than 36 inches (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. R311.5.1 Attachment. Exterior landings, decks, balconies, stairs and similar facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces or shall be designed to be self- supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. City Of lUkw.W COUNTY / CITY ANatignialSION e made to the otwo ht dor aPPro v uilfng Divisio f RaTE: Revisions a� will require a new p , and may include additional £'ev 1 02 1 03 PLAN VERACITY: While every attempt has been made to insure the accuracy of these plans and specifications, site condition, product availability, and the like will affect the execution of this project. Therefore these documents must be considered as guidelines only, ALL INFORMATION MUST BE VERIFIED prior to construction. All changes to t plans must be executed in accordance with Fede State, and Local codes and regulations. vie APPROVED PLANS: IRC 106.3. of construction doc When building official issues a pf, onstructit ments shall be approved in Writing $ a stamp states "REVIEWED F ODE C IANCE. ne set of construe i is so rev!. $• shall be retained by ildin Oficial. The otherst shall be returned to t be kept at the site of Ejon by the building thorized representative. REMISES TW TION: IRC R319.1 dress nurts. Buildings shall have approved ss n rs, building numbers or approved !cation placed in a position that is plainly legib e and visible from the street or road fronting the operty. These numbers shall contrast with their back ound. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 1/2 inch (12.7 mm). Where access is by means of a private road and the building address cannot be 1 06 1 07 1 08 ATI -_ EEN DWELLING UNITS: Two f.'== ily dwellings. Dwelling units in y dwellings shall be separated from each other "wall and /or floor assemblies having not less than a 1 -hour fire - resistance rating when tested in accordance withASTME 119 or UL 263. Fire - resistance -rated floor - ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathin See Exceptions: GARAGE/DWELLING SEPARATI Dwelling /garage fire separation. Th separated as required by Table R30 FIRE - RESISTANCE OF EXTERIO R302.1 Exterior walls. Construction openings and penetrations of exteri dwellings and accessory buildings Table R302.1. See SP 3 • 1 16 MI PLANNING APPROVE :`.thowes can be m gara sha ��r h a without approval fromao'e me Planning Division of DCDdiacent tie HANDRAILS: R311.7.7 Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311.7.7.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, orfinish surface of ramp slope, shall be not less than 34 inches (864 mm)and not more than 38 inches (965 mm). LIGHTAND VENTILATION: All habitable rooms must be provided with natural light and ventilation. See SP -3 15.05. STAIR HEADROOM CLEARANCE: R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of r platform on that portion of the stairway. e an. • WALLS: of stairs sha inch (9.5 m rnied By: hp ply with -0 , Z shall be me STORY: IRC R202 STORY ABOVE GRADE PLANE. Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement meets any one of the following: R CITY M eY 07 2012 PERMIT CENTER u • & RUN: R311.7.4.1 Riser height. The maxi ght shall be 73/4 inches (196 mm). The riser ured vertically between leading edges of the ds. The greatest riser height within any flight not exceed the smallest by more than 3/8 ). R311.7.4.2 Tread depth. The minimum hall be 10 inches (254 mm). The tread depth ured horizontally between the vertical planes st projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Consistently shaped winders at thewalkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. 1 24 1 Egi 1 26 ATTIC ACCESS: IRC R807.1 Attics with a minimum vertical height of 30" must be provided with minimum access openings of not less than 22" x 30 ". UNDER -FLOOR ACCESS: R408.4 Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches (457 mm by 610 mm). Openings through a perimeter wall shall be not less than 16 inches by 24 inches (407 mm by 610 mm). When any portion of the through -wall access is below grade, an areaway not less than 16 inches by 24 inches (407mmby 610 mm) shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. UNDER -FLOOR CLEARANCE: IRC R317.1 1 Wood Joists or the bottom of a wood structural floor when closer than 18" or wood girders when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. DIVISION 2 • SITE WOR 2 01 2 02 SOILS: IRC R401.4.1 In lieu of a complete geotechnical e load- bearing values in Table R401. assumed. See page EC 1. DIVISION 3 • CONCRETE 3 01 3 02 3 03 3 04 3 05 3 06 3 07 3 08 3 09 CONCRETE STRENGTH: IRC R402.2 Concrete shall have a minimum specified compressive strength as shown in Table R402.2. Concrete subject to weathering shall be air entained as specified in Table R402.2. Unless noted otherwise by the Engineer of Record on their "S- Sheets ". See page EC 2 for table. FILL: Fill under ground - supported slabs shall be a minimum of 4" compacted sand or gravel. CONCRETE JOINTS: AF 103.4.2 All control joints, isolation joints, construction joints and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. SEISMIC REINFORCING: R403.1.3 Seismic reinforcing. Concrete footings located in Seismic Design Categories DO, D1 and D2, as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing. In Seismic Design Categories DO, D1 and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches (357 mm) into the stem wall. FOOTING SETBACK FROM SLOPE: IRC R403.1.7.2 Footings on or adjacent to slope surfaces shall be founded in material with an embedmnt and setback from the slope surface sufficient to provide vertical and lateral support for the footing without detrimental settlement. RETAINING WALLS: R404.4 Retaining walls. Retaining walls that are not laterally supported at the top and that retain in excess of 24 inches (610 mm) of unbalanced fill shall be designed to ensure stability against overturn ing, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. FOUNDATION WALL HEIGHT: IRC 404.1.6 Concrete and masonry foundation walls shall extend above finished grade adjacent to the foundation at all points a minimum of 4" where masonry veneer is used and a minimum of 6" elsewhere. FOUNDATION FOOTING DEPTH: IRC R403.1.4 All exterior footings shall be placed at least 12" below undisturbed ground surface. Where applicable, the depth of footings shall also conform with Frost and Seismic conditions. R403.1.4.1 - R403.1.4.2 FOUNDATION FOOTING SIZE: R403.1.1 Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, II be based on the load- bearing value of the soil accordance with Table R401.4.1. Spread footings shall at least 6 inches (152 mm) in thickness, T. Footing p ejections, P, shall be at least 2 inches (51mm)and shall n Ft exceed the thickness of the footing. T e size of footings supporting piers and columns shall b • based on the tributary load and allowable soil pres re in accordance with Table R401.4.1. Footings for od foundations shall be in accordance with the tails set forth in Section 403.1(2) and R403.1(3). REVIEWED FOR in E COMPLIANCE APPROVED � h atidd!lN 2 9 2012 4 hall be City of Tukwi a SLOPE: IRC R403.1.5 The top surf &MOM DIVISIO shall be level. The bottom surface o! 1uuiI1 ,y, °h all 403.2, and Figures I co co LO • CO Q N ZX WoN ZM 0 Co Oft E 0 co CV tri W CT _ p 0. WEE Q O 0 = =Oz 0� C W '4 Q = 3 FEE ®� Z 0 REVISION 11 -14 -11 DESIGN Selected Building Code Requirements SHEET NUMBER SP 1 1 OF 3 �o SELECTED BUILDING CODE REQUIREMENTS (continued) 3 10 3 3 3 3 14 3® 3 16 FOUNDATION PIER PADS: IRC R403.1.1 See footings. FOUNDATION WALL SIZE: R404.1.5.2 Concrete wall thickness. The thickness of concrete foundation walls shall be equal to or greater than the thickness of the wall in the story above. See Exceptions FOUNDATION ANCHOR BOLTS: Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2 inch (12.7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305mm) or less than seven bolt diam. from each end of the plate section. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R317.1(4) Ends of wood girders entering concrete or masonry walls shall be provided with a 1 /2" airspace on tops, sides and ends unless naturally durable or preservative- treated wood is used. FOUNDATION: CHIMNEYS: R1003.2 Footings and foundations. Footings for masonry chimneys shall be constructed of concrete or solid masonry at least 12 inches (305 mm) thick and shall extend at least 6 inches (152 mm) beyond the face of the foundation or support wall on all sides. Footings shall be founded on natural undisturbed earth or engineered fill below frost depth. In areas not subjected to freezing, footings shall be at least 12 inches (305 mm) below finished grade. FOUNDATION DAMP PROOFING: See Division 7 (7.01) FOUNDATION VENTILATION: See Division 15 (15.06) DIVISION 4 • MASONRY 4 01 4 02 4 02 4 03 4 04 4 05 MASONRY SPECIFICATIONS: IRC R606.1 Masonry construction shall be designed and constructed in accordance with provisions'of ACI 530/ ASCE 5/TMS 402. MORTAR: R607.1 Mortar. Mortar for use in masonry construction shall comply with ASTM C 270. GROUT: IRC R609.1.1 Grout shall consist of cemetitious material and aggregate in accordance with ASTM C 476. DAMPERS: IRC R1001.7.1- ., 'r_." *- • Fireplaces shall be equipped with a ferrous metal damper located at least 8" above the top of the fireplace opening. Dampers shall be installed in the fireplace or the chimney venting the fireplace, and shall be operable from the room containing the fireplace. CHIMNEY TERMINATION: G2427.5.3 (503.5.4) Chimney termination. Chimneys for residential -type or low -heat appliances shall extend at least 3 feet above the highest point where they pass through a roof of a building and at least 2 feet higher than any portion of a building within a horizontal distance of 10 feet. MASONRY VENEER: R703.7 Stone an veneer, general. Stone and masonry shale installed in accordance with this Table R7 and Figure R703.7. These veneers -d over at backing of wood or cold formedIsteel f Tie limited - -= the first story above -g hall not- d 5 inches (127mm) in es a Section .12 for wall bracing req : - nts fouwsonry veneetf rwood framed constructi: d r3.9.5 for wall b ire _ eneer for col _ • _ - on 4 08 4 09 CHIMNEY CLEARANCE: R1003.18 Any portion of a masonry chimney located in the interior of the building or within the exterior wall of the building shall have a minimum air space clearance to combustibles of 2 inches (51 mm). Chimneys located entirely outside the exterior walls of the building, including chimneys that pass through the soffit or cornice, shal have a minimum air space clearance of 1 inch (25 mm). The air space shall not be filled, except provide fire blocking in accordance with Section R1003.19. METAL FIREPLACE UNITS: See Division 15 (15.20) DIVISION 5 • METALS 5 01 5 02 5 03 5 04 EXHAUST DUCTING: M1503.1 General. Range hoods shall discharge to the outdoors through a single -wall duct. The duct serving the hood shall have a smooth interior surface, shall be air tight and shall be equipped with a backdraft damper. Ducts serving range hoods shall not terminate in an attic or crawl space or areas inside the building. FLASHINGS: R903.2.1 Locations. Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slope or direction and around roof openings. Where flashing is of metal, themetal shall be corrosion resistantwith a thickness of not less than 0.019 inch (0.5 mm) (No. 26 galvanized sheet). DUCTING: N1103.2.2 Sealing. Ducts, air handlers, filter boxes and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M1601.4. FLASHING: R703.8 Flashing. Approved corrosion - resistant flashing shall be applied shingle - fashion in a manner to prevent entry of water into the wall cavity or penetration ofwater to the building; structural framing components. Self - adhere membranes used as flashing shall comply AAMA 711. The flashing shall extend to the surface: the exterior wall finish. Approved _. sistants- flashings shall be installed tlfythe twin locations: 1. Exterior window and door ings. Flashing at exterior window r o gs shall eatend to the surface of the lideriorwall finite! son tp the water - resistive bat* for subsequent 2. At the inter e ion of chimneys or other masonry construction- frame or co walls, with projecting. s both s- co copings. and at th asonry, wood or metal and sills. Continii rusly above all projecting wood re a terror porches, decks or st assembly of wood -frame c and roof intersectiot wilt -in gutters. DIVISIO 6 01 6 03 6 04 6 05 6 06 6 07 6 6 08 09 WOOD SPECIES & GRADES: IRC 602.1 Load - bearing dimension lumber for studs, plates and headers shall be identified by a grade mark. WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 317.1(3) Sleepers and sills on a concrete or masonry slab that is in direct contact with the earth shall be naturally durable or preservative - treated wood. SIDING/EARTH SEPARATION: IRC 317.1(5) Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches (152mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete steps, porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather are required to be naturally durable or perservative- treated wood. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: See DIVISION 3. (3.13) COLUMNS AND POSTS: R317.1.4 Wood columns. Wood columns shall be approved wood of natural decay resistance or approved pressure- preservative- treated wood. See Exceptions POST CONNECTIONS: R407.3 Structural requirements. The columns shall be restrain*" to prevent lateral displacement at the bottom end. Wood columns shall not be less in nominal size than ,4 inches by 4 inches (102 mm by 102 mn steel columns shall not be less/hart 3-inch-diameter (76 m Schedule 40 pipe manufactured in accordance with ASTM A 53 Grade B or approved equivalent. 6 14 6® 6 PLYWOOD: Plywood Sub Flooring shall be 3/4" T. &G. CDX pr 11/16 " (glued & nailed). Nailing shall be 10d @ 6 o c. along panel edges, and 12" o.c. in field. an Inds x shall be /20. Stagger end laps. Wall and of Sheathing shall be 1/2" CDX or 7/16" OSB nailed _, 6 "o_ long panel edges, and 12" o.c. in field. Index shall be 24/0. Stagger end mss. WALL FRAMING: IRC R602.3.2 Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints in top plates shall be offset at least 24 ". Cutting and notching: R602.6 may not exceed 25% in bearing or exterior walls, may not exceed 40% in non - bearing walls. Bored holes: may not exceed 40% with a 5/8" to edge of stud, except up to 60% if stud is doubled. See also Section 6 -02 HEADERS: IRC 502.10 Openings in floor framing shall be framed with a header and Amer joists. When the header joist span does not exc 4', the header joist may be a single member the . Sze as the floor joist. When the heir joist ee 4', the trimmer joists and the r joist shall b bled and of sufficient cross ' to support the llor joist framing into tea ing. In combustible -uct - ireblocking shall be provided to cut off ed opens (both vertical and horizonta and to form an fire barrier between stones, and between a tope story and the roof space. 7 03 occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner meet the requirements of the exterior wall velope described in Section R703.1.1 ROOF COVERING: IRC R903.1 Fr" -ck be covered with approved roof coven_ cu the building or structure. Roof assemby ( .II b designed and installed in accordance wit ` "y. od and the approved manufacturer's installatio instructions The roof assembly shall serve to protect iuilding s tructure, : 502„,, 4.8 SF O Slab • =de insulation shall be lac the _ e foundation or on the inside ation wall. The insulation shall extend from the top of the slab for a minimum fistance of .j24. inches or downward to at least the atom of the slab and then horizontally to the interior exterior for the total distance of 24 inches. Above grade insulation shall be protected. A two -inch by 2 -inch (maximum) nailer may be placed at the finished floor elevation for attachment of interior finish materials. Firebkingehall be provided in wood -frame construction in the following local • 1. Iri ncealed spaces of stud an 'partition including furred spaces and p . el rows k` staggered studs, as follows: 1.1. Vertically at the ceilin 1.2. Horizontally at intervals c 10 feet (3. 2. At all interconnections begin concealed vertical and hones such our at soffits, drop cogs acrd etii 3. In concealed spacesreen stair stringers at the top and bottom Enclosed spaces under stalrehall complywith Section R302.7. k At openings around vents, pipes, ducts, cables wires I ceiling ndfloor level, with an approved material to free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking of cornices of a two- family dwelling is required at the line of dwelling unit separation. TRUSS: IRC R502.11.1 - R502.11.2 Wood trusses shall be designed in accordance with approved engineering practice. The design and manufacture of metal plie_connected wood trusses shall comply with ANSI/TPi 1. The truss tign drawings shall be pared by a registered professional whereedby the statues of the jurisdicttionin which the project is to be constructed Teed f be braced to pirevent rotation and vide lateral Stability` Roof Truss design(s) and lop drawinhall be provided to the Building ial at the-le of permit application and shall site pebir to erection. Ordering of Trusses l =t `done prior to FIELD MEASUREMENT of uilding framing to verify drawing/field accuracy. ire trusses in a flat dry location and cover from the elements until placement. R905.2.7 Roof slopes from 2 units vertical by 12 units horizontal up to 4 units vertical by 12 units horizontal, underlayment shall be 2 layers overlapping 19 inches. For slopes of 4 units vertical by 12 units horizontal or greater, underlayment shall be 1 layer overlappping 2 inches. h toawall ASTICS PERTIE R HORIZONTAL ath method of the IRC design of this residence, ALL _gravit esign solutions shall be provided NEER OF RECORD. LACE H extension` nd at or ion. H NSION: R1001.10 ensions. Hearth extensions 16 inches (406 mm)in front of s (203 mm) beyond each side of rep • • ening. Where the fireplace opening is re feet (0.6 m2) or larger, the hearth extension tend at least 20 inches (508 mm) in front of and at least 12 inches (305 mm) beyond each side of the fireplace opening. MBER GRADING FOR VARIOUS WOOD MBERS: • Posts (Crawl Space) #2 &btr DF • Posts (other) #1 DF • Joists, beams and stringers #2 &btr H/F • Bucks, blocking, bridging, etc Utility H/F • Studs (2x4 & larger) #2 &btr H/F • Rafters #2 &btr H/F • Headers #2 &btr DF • Beams #1 DF • Sub Floor 3/4" T &G Plywood or 11/16" OSB • Sheathing (walls) 15/32" CDX Plywood or 7/16" OSB • Sheathing (comp. roof) 15/32" CDX Plywd or 7/16" OSB • Sheathing (shake. roof) 1x4 #2 &btr H/F "skip shthg." Sheathing (tile. roof) 1x6 #2 &btr H/F (spaced per mfgr. specs) "skip shthg." • Sills, sleepers, nailing blocks Pres. Trtd. (embedded in conc.) DF, H/F or PER ENGINEER OF RECORD. 6m 6® 6 FLOOR FRAMING: R502.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete except where supported on a 1- inch -by -4 -inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. R502.6.1 Floor systems. Joists framing from opposite sides over a bearing support shall lap a minimum of 3 inches (76 mm) and shall be nailed together with a minimum three 10d face nails.Awood or metal splice with strength equal to or greater than that provided by the nailed lap is permitted. BEARING PARTITIONS: R502.4 Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Double joists, sized to adequately support the load, that are sepa rated to permit the installation of piping or vents shall be full depth solid blocked with lumber not less than 2 inches (51 mm) in nominal thickness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitionsmore than the joist depth unless such joists are of sufficient size to carry the additional load. WALL BRACING: NOTE: The Prescriptive Path method of the IRC was not followed in the design of this residence, ALL lateral and gravity design solutions shall be provided by the ENGINEER OF RECORD. 6 6 6 18 19 6 20 CEILING JOISTS: IRC R802.3.1 Ceiling joists shall be continuous or securely joined where they meet over interior partitions and nailed to adjacent rafters to provide a continuos tie acroos the building when such joists are parallel to the rafters. RAFTERS: IRC R802.3 Rafters shall be framed to ridge board or to each other wit a gusset plate as a tie. Ridge board shall be at least 1" nominal thickness and not less in depth than the cut end of the rafter. At all valley and hips there shall be a valley or hip rafter not less than 2" nominal thickness and not less in depth than the cut end of the rafter. RAFTER OPENINGS: IRC R802.9 Openings in roof & ceiling framing shall be framed with header & trimmer joists. When the header joist span does not exceed 4', the header joist may be a single member the same size as the ceiling joist or rafter. When the header joist span exceeds 4', the trimmer joist and header joist shall be doubled and of sufficient cross section to support the ceiling joists or rafter framing into the header. SIDING TYPE: IRC 703.3.2 Horizontal lap siding shall lapped a min. of 1 in. or .05 in. if rabbeted, and shall have the ends caulked, covered with batten, or sealed and installed over a strip flashing. (See manufactures specifications) DIVISION 7 • THERMAL & MOIST PROTECTION 7 01 7 02 FOUNDATION WALL DAMP - PROOFING: R Concrete and masonry foundation dampproof Except where required by Section R406.2 to proofed, foundation walls that retain earth an interior spaces and floors below grade shall b dampproofed from the top of the footing to the finished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm) portland cement parging applied to the exterior of the wall. The parging shall be dampproofed in accordance with one of the following: 7 7 05 06 7 7 07 08 7 7 09 10 7 m 7 7 UNDER -FLOOR INSULATION: 502.1.4.7 Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. WALL INSULATION: WSEC 502.1.4.6 Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. All faced insulation shall be face stapled to avoid compression. See Table 6 -1 & 6 -2 VAULTED CEILING INSULATION: WSEC 502.1.6.3 Roof /Ceilings: Roof /ceiling assemblies where the ventilation space above the insulation is Tess than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. ATTIC INSULATION: See Division 17 (17.14) HOT WATER TANK INSULATION: For Hot Water Tank Insulation see DIVISION 15 (15.29) DUCTING INSULATION: See DIVISION 15 (15.04, 15.30) PIPE INSULATION: See DIVISION 15 (15.31) MISC. INSULATION: The following are miscellaneous requirements for insulating the structure: • Insulation Baffles to maintain min. 1" air space above insulation. Extend Baffle 6" above Batt Insulation. Extend Baffle 12" above Blown -in Insulation. • Insulate behind tubs and showers partitions PERMIT ( ENTER and at corners. 0 co • f'7 O N Z W oo Z° Zaa � (70-- 0 j U C u CV vi 0 O. 0 WEE O 0 _ Z _ 0 0� CI) Lil W'� IN= r2- �i■ LL1 O C: Z H O• 0 ern, MAY 0 2012 BUILDING AIR LEAKAGE TESTING: WSEC 502.4.5 Building envelope air leakage control shall be idered acceptable when tested to have an air ge less than 0.00030 Specific Leakage Area ) when tested with a blower door at a pressure of ascals (0.2 inch w.g.). Testing shall occur at any after rough in and after installation of penetrations of t e building envelope, including penetrations for util ies, plumbing, electrical, ventilation, and co bustion appliances and sealing thereof. When ired by the building official, the test shall be ucted in the presence of department staff. The er door test results shall be recorded on the ificate required in Section 105.4. REVIEWED FORiea. Q4PDE COMPLIANCE APPROVED 50 ti JUN 2 9 2012 6.1 re wati�i Sty ING of Tukwila con DIVISIOb+ WEATHER RESISTIVE SHEATHING PAPER: R703.2 Water- resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approvedwater- resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints 7 14 7 VAPOR BARRIER IN CRAWL- SPACE: WSEC 502.1.6.7 A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. VAPOR RETARDER: In all framed walls, floors and roof /ceilings comprising elements of the building thermal envelope, a vapor retarder shall be installed on the warm -in- winter side of the insulation. 1 REVISION 10 -10 -11 DESIGN Selected Building Code Requirements SHEET NUMBER SP 2 20F3 z`11 SELECTED CODE REQUIREMENTS (continued) DIVISION 8 • DOORS & WINDOWS 8 01 8 02 8 03 8 04 8 05 8 06 8 07 8 08 EGRESS DOOR: R311.2 At least one egress door shall be provided for each dwelling unit. The egress door shall be side- hinged, and shall provide a minimum clear width of 32 inches (813mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 inches (1981 mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of akey or special knowledge or effort. GARAGE/DWELLING DOOR: R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20- minute fire -rated doors. EGRESS WINDOWS: IRC R310.1 All sleeping rooms and basements are required to have egress windows. The window shall have a minimum net clear r feet. area o f 5 .7 square e et. The minimum net clear openable height dimension shall be 24 ". The minimum net clear openable width dimension shall be 20 ". The window shall have a finished sill height not more than 44" above the floor. Window wells shall be provided when egress windows have a finished sill height below adjacent ground elevation. The well shall allow the window to be fully opened and provide a minimum accessible net clear opening of 9 Sq. Ft., with a minimum dimension of 36 ". Window wells with a vertical depth of more than 44" shall be equipped with a permanent ladder. EXTERIOR DOORS: GLAZING AREA: Total area of the glazing measured using the rough opening, and including the glazing, sash and frame. For doors where the daylight opening area is less than 50 percent of the door area, the glazing area is the daylight opening area. For all other doors, the glazing area is the door area. HATCHES AND DOORS: 502.1.4.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R -value of the loose fill insulation. DISTRIBUTION: Where outdoor air supplies (window or wall ports) are separated from fan locations by doors, adequate air flow shall be ensured by under cutting doors or installing grills or transoms. Doors shall be undercut to a minimum of 1/2" above the surface of the finished floor covering. WINDOWS: 502.1.5 Glazing and Door U- Factors: Glazing and door U- factors shall be determined in accordance with Sections 502.1.5.1 and 502.1.5.2. All products shall be labeled with the NFRG : rtified o default U- factor. The labeled U- factor shialf used in all calculations to determine_ this Code. Sealed insulating gl be in test for, ASTM E- 774 -:= 8 09 8 10 3.3. The top edge of the glazing is more than 36 inches (914 mm) above the floor; and 3.4. One or more walking surfaces are within 36 inches (914 mm), measured horizontally and in a straight line, of the glazing. 4. All glazing in railings regardless of area or height above a walking surface. Included are structural baluster panels and nonstruc tural infill p anels. 5. Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface. 6. Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 inches (1524 mm) above a walking surface and within 60 inches (1524mm), measured horizontally and in a straight line, of the water's edge. This shall apply to single glazing and all panes in multiple glazing. 7. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface when the exposed surface of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface. 8. Glazing adjacent to stairways within 60 inches (1524mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glazing is less than 60 inches (1524 mm) above the nose of the tread. See Exceptions: SKYLIGHTS: R308.6.2 Permitted materials. The following types of glazing may be used: 1. Laminated glass with a minimum 0.015 -inch (0.38 mm) polyvinyl butyral interlayer for glass panes 16 square feet (1.5 m2) or less in area located such that the highest point of the glass is not more than 12 feet (3658 mm) above a walking surface or other accessible area; higher or larger sizes, the minimum thickness shall be 0.030 inch (0.76 m 2. Fully tempered glass. 3. Heat - strengthened gla 4. Wired glass. 5. Approved rigid plastid 9 08 R702.3.8.1 Limitations. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity. GYPSUM WALLBOARD NAILING: IRC Table R702.3.5 See sheet SP4 For Table. DIVISION 10-14 • NOT APPLICABLE DIVISION 15 • MECHANICAL 15 15 15 01 02 03 15 04 15 05 HEATING: IRC R303.8 Every dwelling unit shall be provided with heating facilities capable of maintaining a min. room tempature of 68° F at a point 3' above the floor and 2' from exterior walls in all habitable rooms at the design tempature. HEATING TYPE: Heating type and fuel shall be selected by the owner. All Warm Air Furnaces shall be listed and labeled by an approved agency and installed to listed specifications. HEAT LOSS CALCULATIONS: If climatic variations due to location require heat loss calculations, the builder or heating contractor shall be responsible for providing them. producing negative or positive pressure. The system to convey ventilation air shall b0 designed and installed in accordance with Chapter 6. 403.2 Outdoor air required. The minimum outdoor airflow rate shall be determined in accordance with Section 403.3. Ventilation supply systems shall be designed to deliver the required rate of outdoor airflow to the breathing zone within each occupiable space. 15 14 RANGE HOOD: M1505.1 General. Domestic open -top broiler units shall have a metal exhaust 11�, having a minimum thickness of 0.0157 -inch (0 391 (No. 28 gage) with 1/4 inch (6.4 mm) clearance en the hood and the underside bll combustible m I or cabinets. A clearance of at 4 inches (610 rr shall be maintained,betweethking surface and the combustible rrl or cabin e hood shall be at least as wide as theler unit emend over the entire unit, discharge tothoutdoors land be equipped with ea draft- per or her means to control infiltrationfexfiltra nrhen rot in operation. Broiler unife:kicorpcian integral exhaust sy and listed and labeled for use without an exhaust hood, need ne an exhaust hood. SMOKE ALARMS: R314.3 Locatio__ shall be installed in the following to 1. In each sleeping room . Outside each separate immediate vi 3. On each aad ona story of ,r welling,' Including basements anrlhabitat ,s but including crawl s al.t attic.n dwellings or dwelling units with split le and without an evening door betweenrdjacent levels, a u�ke a installed upper level shall DUCTWORK INSULATION: All ductwork (requirif` insulation) shall be insulated without i rttBrit from building surfaces. LIGHT & VENTILATIM IRC R303.1 All habitable rooms shell be proceed with aggregate glazing area of **less 8 percent of the floor area rooril Natty-&ventilatin`shall have a areathe o -of of 4 percent of the area big vend. 15® 15® R1005.1 Listing. Factory-built chimneys shall be listed and labeled and shall be installed and terminated in accordance with the manufacturer's installation instructions. FIREPLACES: R1006.1 Exterior air. Facto masonry fireplaces covered in this chapter s equipped with an exterior air supply to assure fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure neutral or positive. MANUFACTURER'S SPEC Installer shall leave mans to is in ion and operatinguctiSattached tdihe appliance. R:0Th` inners shall be a by 30" with a 24" in. clearance in .... TILATION: R408.1 Ventilation. Then tmler -floor space between the bottom of the floor joists the earth under any building(except space occupi--by a basement) shall have ventilation openings through foundation walls or exterior walls. The minimum net area of ventilation finings shall not be less than 1 squarefoot (0.0929tn2) for east 150 square feet c1-4m2) of under -floor vete area, unless the ground: e is covered by a Class 1 vapor retarder mau l -when. a Class 1 vapor retarder_ material is mod, the minimum net area of v less than 1 square kni 0 0929 m) for eat 1,500 square feet (140 m2) Wider -floor spy area. One such ventilating g shall be*fthin 3 feet (914 mm) of each f the building. WINDOW P DIVISIO ES 2) PROOF WALL BOARD: All walls ceilings tub and shower enclosure are _ be with approved waterproof ER STALL SURF ower spaces. Batht above bathtubs with i lied shower compartmen nonabsorb__` ace. 19307.2 g • and wer floors a Its heads a with a shall extend mm) above to a he not less than a the-ftod all su SAFETY GLAZING be considered safety glazing nets 8.4 Th _` a . us locati wing shaft quiring 'panels of n ` ' bifold doors. Glazing i - _Ind I fixed or operable panel adjacent t oor ` re the nearest vertical edge within anch (610 mm) arc of the door in a n and whose bottom edge is less fiches (1524 mm) above the floor or walking surface. Glazing in an individual fixed or operable panel that meets all of the following conditions: 3.1. The exposed area of an individual pane is larger than 9 square feet (0.836 m2); and 3.2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; and 9 06 9 07 ARD: All surfaces -Aivashers, Dryers, and Laun aced with approved waterproof HROM AND UTILITY ROOM FINISH OORING: All Bath and Utility floors shall be finished owith approved nonabsorptive material. KITCHEN FINISH FLOORING: Kitchen floors shall be finished with an approved nonabsorptive material. INTERIOR PAINT: Per manufacture specifications. GYPSUM WALLBOARD: R702.3.8 Water- resistant gypsum backing board. Gypsum board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C 1396, C 1178 or C1278. Use of water- resistant gypsum backing board shall be permitted on ceilings where framing spacing does not exceed 12 inches (305 mm) on center for 1 /2 -inch- thick (12.7 mm) or 16 inches (406 mm) for 5/8 -inch- thick (16 mm) gypsum board. Water- resistant gypsum board shall not be installed over a Class I or II vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, Shall be sealed as recommended by the manufacturer. 15 15 09 10 15m 15® 15® IC VENTILATION: R806.2 Minimum area. The net free ventilating area shall not be less than 1450 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross - ventilation area may be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in- winter side of the ceiling. VENTILATION: See Sheet EC 3. VENTILATION FANS: See Sheet EC 3. WHOLE HOUSE / FORCED AIR VENTILATION: See Sheet EC 3. COMBUSTION AIR - G2407.1 (304.1) General. Air for combustion, ventilation and dilution of flue gases for appliances installed in buildings shall be provided by application of one of the methods prescribed in Sections G2407.5 through G2407.9. Where the requirements of Section G2407.5 are not met, outdoor air shall be introduced in accordance with one of the methods prescribed in Sections G2407.6 through G2407.9. Direct -vent appliances, gas appliances of other than natural draft design and vented gas appliances other than Category I shall be provided with combustion, ventilation and dilution air in accordance with the appliance manufacturer's instructions. MECHANICAL VENTILATION: 403.1 Mechanical ventilation shall be provided by a method of supply air and return or exhaust air. The amount of supply air shall be approximately equal to the amount of return and exhaust air. The system shall not be prohibited from 15 16 15m 15 18 15 15 19 20 r the adjacent lower level provided that r levetliateSS than one full story below the erg Ifl en more than one smoke alarm is uiredt'be installed within an individual c'lling unit the alarm devices shall be inter Connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. APPLIANCE LOCATIONS: M1305.1 Appliance access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or replaced. A level working space at least 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. Installation of roomheaters shall be permitted with at least an 18 -inch (457 mm) working space. A platform shall not be required for room heaters. APPLIANCES LOCATED IN GARAGE: M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) above the floor in garages. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling unit and that communicate with a private garage through openings shall be considered to be part of the garage. M1307.3.1 Protection from impact. Appliances shall not be installed in a location subject to vehicle damage except where protected by approved barriers. CLOTHES DRYERS: M1502.3 Duct termination. Exhaust ducts shall terminate on the outside of the building. Exhaust duct terminations shall be in accordance with the dryer manufacturer's installation instructions. If the manufacturer's instructions do not specify a termination location, the exhaust duct shall terminate not less than 3 feet (914 mm) in any direction from openings into buildings. Exhaust duct terminations shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. M1502.4.4.1 Specified length. The maximum length of the exhaust duct shall be 25 feet (7620 mm)from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with Table M1502.4.4.1. Example: Duct length must be reduced by 2.5 for 45° bend & 5ft for 90° bend for a 4" exhaust pipe. L.P.G. (PROPANE) STORAGE: G2412.2 (401.2) Liquefied petroleum gas storage. The storage system for liquefied petroleum gas shall be designed and installed in accordance with the International Fire Code and NFPA 58. FACTORY BUILT CHIMNEYS & FIREPLACES: 15 26 15® 15 28 15 29 15 30 15® 15® 15® 15 34 SET CLEARANCES: IRC R307.1 Water habe located in a clear space not less than idth. The clear space in front shall not be less All an °21" . TRAP PRIMERS: UPC 222.0 A device and system of piping that maintains a water seal in a remote trap. BACKFLOW PREVENTER: P2903.4.2 Backflow prevention device or check valve. Where a backflow prevention device, check valve or other device is installed on a water supply system using storage water heating equipment such that thermal expansion causes an increase in pressure, a device for controlling pressure shall be installed. WATER HAMMER ARRESTORS: P2903.5 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the Water-hammer possibility of water hammer. ate arrestors a shall be installed in accordance with the manufacturer's installation instructions. Water hammer arrestors shall conform to ASSE 1010. POTABLE WATER OUTLETS: P2902.4 Protection of potable water outlets. Potable water openings and outlets shall be protected by an air gap, reduced pressure principle backflow preventer with atmospheric vent, atmospheric -type vacuum breaker, pressure -type vacuum breaker or hose connection backflow preventer. WATER HEATERS: M1307.2 Anchorage of appliances. Appliances designed to be fixed in position shall be fastened or anchored in an approved manner. In Seismic Design Categories D1 and D2, water heaters shall be anchored or strapped to resist horizontal displacement caused by earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the appliance's vertical dimensions. At the lower point, the strapping shall maintain a minimum distance of 4 inches (102 mm) above the controls.ln areas where water heatoro aro required to be insulated they shall conform to IoRIEVIEWED FOR requirements. CODE COMPLIANCE EXAMPLE: All electric hot water heaters st lI be APPROVED insulated (incl'g bottom) to R -10 when located in an unheated space or on a concrete floor. cd co Ln • (f) O N ZV - X LL- 0, Z° O Z o0 tr, O uMj CO) CV cn W o, (S m- WEE Q O Oo I 0 z 1 p S Q Ilum gg W CO Z v) O. O CV DUCT INSULATION: All heating ducts with unconditioned spaces shall be insulated as code. EXAMPLE: Table 5 -11. Ducts within unconditioned space shall be insulated to R installed under slabs shall be insulated to R- JUN 2 9 2012 • REVISION per to City Of Tukwils Lid 10 -10 -11 BUILDING DIVI DESIGN b. PIPE INSULATION: WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5 -12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51 -56 WAC). VENTILATION DUCTS: All ducts shall terminate R outside the building. Fan ducts shall be equipped CITY withback draft dampers and shall be insulated to a MAY 0 7 2011 min. of R -4 in an unconditioned space. See EC 3 IRC M1507.3.3 WA State Amendment. PERMIT CENT': t , Selected Building Code Requirements SHEET NUMBER a SP 3 BAROMETRIC DRAFT REGULATOR: A balanced damper device attached to a chimney, vent connector, breeching or flue gas manifold to protect combustion appliances by controlling chimney draft. A double - acting barometric draft regulator is one whose balancing damper is free to move in either direction to protect combustion appliances from both excessive draft and backdraft. PRESSURE BALANCERS: Shower & tub shower combos shall have a required capacity at the point of 30F3 �zI SELECTED CODE REQUIREMENTS (continued) / WSEC Selected Codes, Requirements and Specifications excerpted and /or paraphrased from the WASHINGTON STATE ENERGY CODE (WSEC). the discharge outlet of 3 gpm with a flow pressure of 20 psi. DIVISION 16 • ELECTRICAL 16 01 16 16 16 02 03 04 16 05 GENERAL REQUIREMENTS: Separate Permits may be required for electrical, mechanical, and plumbing inspections (Verify with local Building Official). All electrical wiring and installations shall be as required by state and local electrical codes. REQUIRED EXHAUST FANS: See DIVISION 15 (15.09- 15.11) REQUIRED SMOKE DETECTORS: See DIVISION 15 (15.15) GROUNDED OUTLETS: All receptacles shall be grounded type. Receptacles located in Kitchens and Baths shall be installed above the work top . Other receptacles shall be installed at 12" vertically above the floor, unless shown otherwise on the drawings. WALL SWITCHES: Wall switches shall be installed 42" above the floor, unless otherwise shown on the drawings. DIVISION 17 • BUILDING ENVELOPE ENERGY USE SPECIFICATIONS These Items are found on "EC" Sheets. If your Project is located outside of Washington State, this plan may not contain this sheet. Check with your Local Jurisdiction for their Energy Regulations, and attach any applicable documents as / if required. Chapter 1 • GENERAL REQUIREMENTS 17 17 01 02 PURPOSE: The purpose of this Code is to provide minimum standards for new or altered buildings and structures or portions thereof to achieve efficient use and conservation of energy.This can be done by one of three paths for Residential Construction: 1. A System Analysis approach for the entire building and its energy -using sub - systems which may utilize renewable energy sources; Chapters 4 and 9. 2. A Component Performance approach for various building elements and mechanical systems and components; Chapters 5 and 9. 3. A Prescriptive Requirements approach; Chapters 6 and 9. NHD does not include component performance data (i.e. brand of windows, doors, insulation, etc.) this information must be filled in or attached by the owner, builder or agent. SCOPE: WSEC 101.3 Scope: This Code sets forth minimum requirements for the design of new buildings and structures that provide facilities or shelter for residential occupancies by regulating their exterior envelopes and the selection of their mechanical systems, domestic water systems, electrical distnbutien and illuminating systems, and equipment for efficiert use and conservation of energy. Chapter 2 • DEFINITIONS 17 03 conditioned space. For mechanical purposes, an area, room or space being heated or cooled by any equipment or appliance. (WSEC 201). HSPF: Heating Season Performance Factor. NFRC: National Fenestration Rating Council. (U°) Overall Thermal Transmittance: The overall (average) heat transmission of a gross area of the exterior building envelope. VENTILATION AIR: That portion of supply air which comes from outside (outdoors) plus any recirculated air that has been treated to maintain desired quality of air within a designated space. Chapter 3 • DESIGN CONDITIONS 17 04 17 05 17 06 HEATING AND COOLING: A building that is designed to be both heated and cooled shall meet the more stringent of the heating or cooling requirements as required in this code when requirements of the exterior envelope differ. (WSEC 301.2) EXTERIOR DESIGN CONDITIONS: The heating or cooling outdoor design temperatures shall be selected from Table 3- 1.(WSEC 302.1) INDOOR DESIGN TEMPERATURE: Indoor design temperature shall be 70° for heating and 78° for cooling. (WSEC 302.2.1) Chapter 4 • SYSTEM ANALYSIS BUILDING DESIGN 17 07 17 08 GENERAL: This chapter establishes design criteria in terms of total energy use by a building, including all its systems. Analysis of design for all single-family_ residential shall comply with Sections 402.1 402.6. In addition, the design shall comply � tz additional energy efficiency requirements l Chapt (WSEC 401.1) 17® 17 14 FOUNDATION INSULATION: Foundation Insulation shall be in accordance with current WSEC. 502.1.4.8 Slab -on -grade insulation shall be placed on the outside of the foundation or on the inside of the foundation wall. The insulation shall extend downward from the top of the slab for a minimum distance of 24 inches or downward to at least the bottom of the slab and then horizontally to the interior or exterior for the total distance of 24 inches. Above grade insulation shall be protected. A two -inch by 2 -inch (maximum) nailer may be placed at the finished floor elevation for attachment of interior finish materials. ATTIC INSULATION: WSEC 502.1.4.5 Roof /Ceiling Insulation: Where two or more layers of rigid board insulation are used in a roof assembly, the vertical joints between each layer shall be staggered. Open -blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3 feet in 12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall rigid material, resistant to wind driven moisture. Requirements for baffles for ceiling insulation Ill' the International Building Code Section 1 for minimum ventilation require nts. Wh easible, the baffles shall be in from the top off outside of the exterior wall, extending inw d,to a point inches vertically above a height of noncompr ed insulation, and 12 inches wally above loose insulation. S: See Division 8 (8.04) CALCULATING ENERGYOONSUM. application for a building wit shall in documentation which detrates, using a calculation procedure as l:,Cha, or an awed alternate, that The proposed real space heating she cooling and.do�'hot water heating energy uses not ex c the annual space heating space coolies and domelthot water heating energy of a stands, « conforming to Chapter 5 of th ode for the . • riate climate zone. ATION: Infiltration levels changes per hour for tbermal calcu oses only. (WSEC_! 17 18 VA P , F ETARDER: WSEC 502.1.6.1 Vapor retard-all be installed on the warm-side (in winter) of insulation as specified in the following cases. - Exceptions: Vapor retarder installed �ht more than - 4/3 of the nominal R -value between its the conditioned space. (WSEC VAPOR BARRIER �t gWL -SPAS: A ground cover of 6 mil -bl� _polymer skill be -over the ground with l - es. The ground cover shall be over Ind 12" mint a the 'joints and shall extend to the foundation wall. motion: The ground cover may be omitted in crawl if the calif space has a concrete slab with a Xcf 3 -1/2 ". (WSEC 502.1.6.7) prl c:r 17/0 71-: e code___, C0,047/44,,,ce_ _ro m ht, 6 ifield ey) c/ey v c4 j lV rY1v5� �� �°vC�i la /'- NL, ,V0e,6,1e .649pee, 1/�` , f� e/r STAB' - R401.4.1 ` ; J PRUMPTIVE LOAD - BEARING - ES FOUNDATION CLAi TERIAL LOAD - BEARING PRESSURE (pounds per square bedrock `sand foliated'i`ick /or gravel (GW and GP silty sand; clayey sand, silty wave yey gravel P, SM, SC, GM an C) 1,500" AFUE: Annual Fuel Utilize y. Unlik steady state conditions this ru ing i :E d on av usage including on - }, cling as _ t in the standardized D = - dures. ASHRAE: Am an it M: Amer _DING T xteri ele 0 Ideating, Refrigerating Jor Testing Materials. AL ENVELOPE. The basement Is, floor, roof and any other building close conditioned spaces. DITIONED SPACE: For energy purposes, space in a building that is provided with heating and /or cooling equipment or systems capable of maintaining, through design or heat loss /gain, 50 °F (10 °C) during the heating season and 85 °F (29 °C) during the cooling season, or communicates directly with a L: B s that are heated or Ily cooled shall be constructed so as to rov required thermal performance of the various pomporrents. A building that is designed to be Dth heated and cooled shall meet the more L tringent of the heating or cooling requirements as provided in this Code when requirements of the ext. envelope differ. (WSEC 501) 17m 17® WALL INSULATION: WSEC 502.1.4.6 Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. All faced insulation shall be face stapled to avoid compression. FLOOR INSULATION: WSEC 502.1.4.7 Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. 17® CHES AND DOORS: See Division 8 (8.05) DUCT INSULATION: See 17.53 WATER HEATERS: (WSEC 504.2.1) All electric hot water heaters shall be insulated (incl'g bottom) to R -10 when located in an unheated space or on a concrete floor. Chapter 6 • PRESCRIPTIVE PATH BUILDING DESIGN 17® 17® 17 24 17® GENERAL: (WSEC 601.1) The provisions of this chapter are applicable to all Single - Family residential dwellings. Spaces shall comply with all the requirements of Chapter 5 except for the modifications herein specified. In addition, the design shall comply with the additional energy efficiency requirements of Chapter 9. For duplexes and townhouses, compliance shall be shown on a dwelling- unit by dwelling -unit basis. Averaging is not allowed. VAULTED CEILING INSULATION: WSEC 602.1 Roof /Ceiling: Ceilings below vented attics and single- rafter, joist - vaulted ceilings shall be insulated to not less than the nominal R -value specified for ceilings in Table 6 -1 or 6 -2 as applicable. WALL INSULATION: WSEC 602.2 Exterior Walls Both Above and Below Grade: Above grade exterior walls shall be insulated to not less than the nominal R -value specified in Table 6 -1 or 6 -2 as applicable. SLAB -ON -GRADE INSULATION: All slab -on -grade insulation shall comply with Tables 6 -1 or 6 -2 of this Section. (WSEC 602.4) TABLE R402.2 UM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE For SI: I pound per square inch = 6.895 kPa. a. Strength at 28 days psi. b. See Table R301.2(1) for weathering potential. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. d. Concrete shall be air - entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more than 7 percent. e. See Section R402.2 for maximum cementitious materials content. f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. TABLE R302.6 DWELLING /GARAGE SEPARATION From the residence and attics MINIMUM SPECIFIED COMPRESSIVE STRENGTH* (f 'c) Weathering Potential" Negligible Moderate Severe T OR LOCATIO OF CONCRETE CONSTRUCTION basement waif s,: foundations and other concrete not 2,500 2,500 2,500` ed o the weather Bait slabs and interior slabs on grade, except garage floor slabs 2,500 2,500 2,500` Basement walls, foundation walls, exterior walls and other vertical concrete work exposed to the weather Porches, carport slabs and steps exposed to the weather, and garage floor slabs 2,500 2,500 3,0004 3,0004 3,000a,e•' 3,5004 e °f For SI: I pound per square inch = 6.895 kPa. a. Strength at 28 days psi. b. See Table R301.2(1) for weathering potential. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. d. Concrete shall be air - entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more than 7 percent. e. See Section R402.2 for maximum cementitious materials content. f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. TABLE R302.6 DWELLING /GARAGE SEPARATION From the residence and attics Not less than 1/2 -inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5/8 -inch Type X gypsum board or equivalent Structure(s) supporting floor /ceiling assemblies used for separation required by this section Structure(s) supporting floor /ceiling assemblies used for separation required by this section Not less than 112 -inch gypsum board or equivalent Garages located less than 3 feet from a dwelling unit on the same lot Not Tess than 1/2 -inch gypsum board or equivalent the interior applied to side of exterior walls et arc within this area For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. TABLE 403.3 MINIMUM VENTILATION RATES GO • cf) O N ZX ft� W o. ,440CC Z CO WL() o u' N cS c:) 0_ 0 WEE Q O - Z Nom 0 j OO >� '2 ii IJJ O IL- Z I-- 0 N REI�IEWED FOR )QDL COMPLIANt APPROVED ' JUN 2 9 2012 Private dwellings, single and multiple Garages, common for multiple units" - - - ' i 0.7Citt 0 Garages, separate for each dwelling" Kitchensb - - - - - - 1 a -j 41 I 1 DIN i i Living areas` 0.35 ACH but not less than 15 cfm/person - Based upon number of bedrooms. First bedroom, 2; each additional bedroom, 1 - Toilet rooms and bathrooms* - - - 20/50' For SI: 1 cubic foot per minute = 0.0004719 mils, 1 on = 908 kg, 1 cubic foot per minute per square foot = 0.00508m3/(s . m"), C = 1(F) 321/1.8, 1 square foot = 0.0929 mZ. a. Based upon net occupiable floor area. b. Mechanical exhaust required and the recirculation of air from such spaces is prohibited (see Section 403.2.1. Item 3). c. Spaces unheated or maintained below 50 °F are not covered by these requirements unless the occupancy is continuous. t Ventilation systems in enclosed parking garages shall comply with Section 404. e. Rates are per water clgcet or urinal. The higher rate shall be provided where periods of heavy use are expected to occur. such as toilets in theaters. schools and sports facilities. The lower rate shall be permitted where periods of heavy use are not expected. f. Rates are per room unless otherwise indicated. The higher rate shall be provided where the exhaust system is designed to operate intermittently. The lower rate shall be permitted where the exhaust system is designed to operate continuously during normal hours of use. g Mechanical exhaust is required and recirculation is prohibited except that recirculation shall be permitted where the resulting supply airstream consists of not more e �.` than 10 percent air recirculated from these spaces (see Section 403.2.1. Items 2 and 4). �, , , GrVbtVt� h. For nail salons. the required exhaust shall include ventilation tables or other systems that capture the contaminants and odors at their source and are ca exhausting a minimum of 50 cfm per station. Tukwila DIVISION REVISION 10 -10 -11 DESIGN Selected Building Code Requirements WSEC OF TUKWILA SHEET NUMBER EC 1 1 OF 3 MAY 0 7 2012 PERMIT CENTEF �zI W.S.E.C. REQUIREMENTS (continued) Selected Codes, Requirements and Specifications excerpted and /or paraphrased from the WASHINGTON STATE ENERGY CODE (WSEC). 17 26 17 EjEjl 17 28 17 29 17 30 17® 17® FLOOR INSULATION: All floors over crawl spaces shall be insulated to comply with Tables 6 -1 or 6 -2 of this Section. (Sec. 602.5) PIPE INSULATION: See Division 15 (15.31) MISC. INSULATION: See Division 7 (7.12) AIR LEAKAGE: The requirements of this section shall apply to all buildings and structures, or portions thereof, and only to those locations separating outdoor ambient conditions from interior spaces that are heated or mechanically cooled. See WSEC Section 502.4 thru 502.4.5. ROOF / CEILINGS: WAC 1313.2 Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (See Exceptions) ROOF VENTILATION / BARRIER: R806.2 As an alternative, the net free cross - ventilation area may be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in- winter side of the ceiling. COMBUSTION AIR: See 15.12 Chapters 7 thru 12 • Not Cited Here (see WSEC) Chapters 13 • BUILDING ENVELOPE 17® 17 34 17® 17 36 17® 17 38 17 39 17 40 SCOPE: Conditioned buildings or portions thereof shall be constructed to provide the required thermal performance of the various components according to the requirements of this Chapter. Unless otherwise approved by the building official, all spaces shall be assumed to be at least semi - heated. (WAC 1301) EXCEPTIONS: 1. Greenhouses isolated from any conditioned space and not intended for occupancy. 2. As approved by the Building Official, spaces not assumed to be at least semi - heated. 3. Unconditioned Group M occupancy accessory to Group R occupancy. 4. Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. SPACE HEATING TYPE: (WAC 51 -11 -1302) For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Electric Resistance: Space heating systems which use electric resistance elements as the primary heating systems including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds one watt per square foot of the gross conditioned floor area. EXCEPTION: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. INSULATION REQUIREMENTS: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component. to the intended R- value. (WAC 51 -11- 1311.1) See Table ROOF / CEILING INSULATION: See Ch WALL INSULATION: See Chapte FLOOR INSULATION: S Chapter 14 • BUILDING MECHANICAL SYSTEMS 17 44 17 17 17 45 46 47 17 48 SCOPE: This section covers the determination of requirements, system and component performance, control requirements and duct construction. (WAC 1201.1) GENERAL REQUIREMENTS: WAC 1410, The building mechanical system shall comply with Sections 1411 through 1416, Sections 1440 through 1443, and Sections 1450 through 1454, and with one of the following paths: a. Simple Systems (Packaged Unitary Equipment); Sections 1420 through 1424. b. Complex Systems; Sections 1430 through 1439. c. Systems Analysis; See Section 1141.4 HVAC GENERAL REQUIREMENTS: WSEC 503.4 HVAC Equipment Performance Requirements: All heating equipment shall meet the requirements of the National Appliance Energy Conservation Act (NAECA) and be so labeled. Equipment shall also comply with Section 1411. COMBINATION SPACE AND SERVICE WATER HEATING: (WSEC 504.2.1) Performance Efficiency: Domestic water heating equipment shall comply with the applicable efficiencies listed in Tables 14-1A through 14-1G. All electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy Factor (EF) or a Combined Annual Efficiency (CAE) of not less than the following: N 17® Duct tightness shall be verified by either of the following: Post - Construction or Rough -in tests. See Also 503.10.1 & 503.10.2 DUCT WORK: INSULATION: WSEC 503.9 Air Handling Duct System Insulation: Ducts, plenums and enclosures installed in or on buildings shall be thermally insulated per Table 5 -11. 541 PIPING: INSULATION: See Division 15 (15.31) SECTION 1420 • SIMPLE SYSTEMS 17® CONTROLS: WSEC 503.8.1.3: When used to control both heating and cooling, it shall be capable of being set from 55 °F to 85 °F and shall be capable of operating the system heating and cooling in sequence. The thermostat and /or control system shall have an adjustable deadband of not 10Ss than 10 °F. SECTION 1430 • COMPLEX SYSTEMS Not Cited Here (see WSEC) SECTION 1440 • SERVICE WATER HEATING 17 56 WATER HEATING INSTALLATION: (See Sec. 1441) REQUIREMENT FOR WESTERN WASHINGTON TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS °" FOR SINGLE - FAMILY RESIDENTIAL CLIMATE ZONE 1 Option Energy Factor (EF) Combined Annual Effie' (CAE) < 50 gallon storage 0.58 x.71 50 to 70 gallon storage 0.57 0 7 > 70 gallon storage 0.55 ! N 17® Duct tightness shall be verified by either of the following: Post - Construction or Rough -in tests. See Also 503.10.1 & 503.10.2 DUCT WORK: INSULATION: WSEC 503.9 Air Handling Duct System Insulation: Ducts, plenums and enclosures installed in or on buildings shall be thermally insulated per Table 5 -11. 541 PIPING: INSULATION: See Division 15 (15.31) SECTION 1420 • SIMPLE SYSTEMS 17® CONTROLS: WSEC 503.8.1.3: When used to control both heating and cooling, it shall be capable of being set from 55 °F to 85 °F and shall be capable of operating the system heating and cooling in sequence. The thermostat and /or control system shall have an adjustable deadband of not 10Ss than 10 °F. SECTION 1430 • COMPLEX SYSTEMS Not Cited Here (see WSEC) SECTION 1440 • SERVICE WATER HEATING 17 56 WATER HEATING INSTALLATION: (See Sec. 1441) REQUIREMENT FOR WESTERN WASHINGTON TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS °" FOR SINGLE - FAMILY RESIDENTIAL CLIMATE ZONE 1 Option Glazing Area % of Fir GIa�tJ-Factor s Door U- Factor Ceiling` Vaulted Ceiling' W in Belot Wall• xt w for` Siabe on Grade Ver l rhead" A % of Floor Vertical Overhead" U- Factor Ceiling' Grade Below Below Grade L l-3-,,ic- 0.34 0.20 R -49 or R R : 3 R -21 12% R` R -10 ` 6 R -38 R -21 int' R -21 TB R -12 R -30 R -10 2' R -38 adv 0.32 0.50 0.20 Ia R -38 2' R -21 R -12 - 113 II.•. 200% 32 0.50 0.20 R -49. K R 38 1. ,R 21 ink - `R -10 R -30 R -10 x k 0.30 �" _ 0.20 R -49 or R -38 R -38 -. R -12 R -30 R -102' 2, -- limited #r t R -38 adv 0.50 0.20 49 t' R -21 R -10 R -30 / R -10 o adv r � 1 q'2„ ° TB U =0.029 2' eren 0. R- values are for wood fr 1. .lvlinimum requirements fokowknptio area of 15 %, it shall comp of the re _ui meet the specific require of a listesltiot 2. Requirement appliont all ceilt Advanced Fra'�Cetlr M1iQ 3, Requiremert:ica sine asse built in accordance with Section 601.1. if a proposed design has a glazing ratio to the conditioned floor ents '°/0 glazing option (or higher). Proposed designs which cannot ye may calculate compliance by Chapters 4 or 5 of this Code. After or joist vaulted ceilings complying with note 3. 'Adv' denotes to s_after or joist vaulted ceilings. 4,. • Below grade u _ 1 tried either on the exterior to a minimum level of R -10 continuous, or on the interior as a fined wall, Lylerio ation installed on below grade walls shall be a water resistant material, manufactured for its intended use co the manufacturer's specifications. See Section 602.2. cots over •1 spaces or exposed to ambient air conditions. ttb perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed Chapters 15 th a 20 • Not Cited Here (see WSEC) Numbetof Bedrooms Nomina PACKAGED ELECTRIC -HEATING C.ING EQUIPMENT: For equipment which provides heating and cooling in:one pac unit, including heat pumps with electric h - ''co And gas -lam units with gas heating electric coohr t need only be demonstrated for the larger t 'space heating or space cooling for the seed system size. (WSEC-- .2 Exc i ,-n 1) Size APPROVED ROOFING MA�� 15' ASPHALT EL1' Standard Water Heater Sizin 1 to 1.5 1 20 2 30 U1..15AFFLE'. F vED HUY TIE �5 PER ENGRR'G �O5. SCRN'D VENT 'G ' NOM. S1-1E4TF4ING .1.€414:1"0 BE 'ED BY INSULATION MANUF. PERATUFIiEONTROLS WSEC 53.8.1 The pr see a conditioning system within each" fling unit sha proided with at least one progr thermostat for t Elation of temperature. Thee ' " shall allow for at imum, a 5 -2 program ble schedtl(reekdays/ eekends) and be c -,a providing t two programmable seta =m periods per day. Each additional sy ' 'thin a d unit shall be provid t `.= at °.'s' . • ==.le thermostat for the regul', "'temperature. The thermostat shall allow for, at a m1 , a 5-2- rogra a dule (weekdays/ DI : WSEC 503.8.2 If a system is ed ` 1 " "ans for adding moisture to maintain selected relative humidities in space or zones, a tat shall be provided. Humidistats shall be capable of t to prevent new energy from being used to produce space - relative humidity above 30 %. ter 5 SLAB -ON -GRAD `L LATICOH See Chapf RADIA insul min. -s_ and Slab -on -grade and from -the top of the slab a rd to the top of the footing of not Tess than 36 inches. If Official, where soil conditions , the entire area of a radiant floor shall from the soil. (WAC 1311.6) URE CONTROL: See Chapter 5 & 6 - -i CRA SPACES: See Chapter 5 AIR LEAKAGE: See Chapter 6 17® DAMPERS: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with motorized dampers which close automatically when system is shut off or upon power failure. (WAC 51 -11- 1412.4.1) Exceptions: 1. Systems which require continuous operation. 2. Combustion Air intakes. 3. Gravity (nonmotorized) relief dampers are accept able in equipment with less than 5,000 cfm total supply flow when in buildings less than three stories in height. 4. Type I Grease hoods exhaust. DUCT WORK: SEALING: WSEC 503.10.3 All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted in the presence of department staff. 4' GUTTER OVER 5/4 x 8' FASCIA TYPICAL WALL CONSTRUCTION 50 2 to 2.5 54. 4 50 accor ng rrt tnufactuter's specifications. See Section 602.4. For slabs insidc a foundation wall, the insulation shall be installed to provide a thermal break (TB) between the slab edge and the foundation. Monolithic slabs shall include insulation, installed otide the foundation wall, and shall extend downward from the top of the slab for a minimum distance of 24 inches or ',downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also include R -10 insulation under the non- load - bearing portions of the slab. 7, Int denotes standard framing 16 inches on center with headers insulated with a minimum of R -10 insulation. 8. Reserved. 9. Doors, including all fire doors, shall be assigned default U- factors from Table 10 -6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.35 or less is not included in glazing area limitations. 66 3 to 3. 50- 66 RE- MANUF TRUSSES g 24' O.G. E ROOF FRMG. FOR PITCH) #5 -BO asAttommasittra 6 66 VAIRIES R -38 BATT OPTION 5/8 GWB 2 2x6 TOP PLATE 80 INSUL. PER CODE INSULATION PER CODE APPROVED ROOFING MATERIAL 15" ASPHALT FELT INSUL. BAFFLE APPROVED HURRICANE TIE A5 PER ENG'G CALCS. SCRN'D VENT BLK'G 1/2' NOM. SHEATHING 4' GUTTER OVER 5/4 x 8' FASCIA TYPICAL WALL CONSTRUCTION PRE- MANUF TRUSSES 9 24' O.G. (SEE ROOF FRMG. FOR PITCH) t, VARIES J( R -49 BLOWN -IN OPTION • r . 5/8 GWB 2 2x6 TOP PLATE MAINTAIN I' AIR SP. INSUL. PER CODE INSULATION PER CODE 11. 12. a 1 Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section)IEWED FOR Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation It E COMPLIANCE APPROVED JUN 2 9 2012 REQUIREMENT FOR EASTERN WASHINGTON TABLE 6 -2 PRESCRIPTIVE REQUIREMENT S °" FOR SINGLE - FAMILY RESIDENTIAL CLIMATE ZONE 2 City of Tukwila BUILDING DIVISION Option Glazing Area''': Glazinc U- Factor - s Door Ceiling` Vaulted Wall" Above Wall• int4 Wall• ext4 - SIab6 on % of Floor Vertical Overhead" U- Factor Ceiling' Grade Below Below Grade Grade Grade I. 12% 0.32 0.50 0.20 R -49 or R -38 adv R -38 R -21 int' R -21 TB R -12 R -30 R -10 2' 11* 15% 0.32 0.50 0.20 R -49 or R -38 R -19 + R -21 R -12 R -30 R -10 2' R -38 adv R -5 TB III. Unlimited 0.30 0.50 0.20 R -49 or R -38 R -19+ R -21 R -12 R -30 R -102' R -38 adv R -5 TB * Reference Case 0. Nominal R- values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13 %, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv. denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4� 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -12 continuous, or on the interior as a framed wall. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. For slabs inside a foundation wall. the insulation shall be installed to provide a thermal break (TB) between the slab edge and the foundation. Monolithic slabs shall include insulation, installed outside the foundation wall, and shall extend downward from the top of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also include R -10 insulation under the non - load - bearing portions of the slab. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R -10 insulation. 8. Reserved. 9. Doors, including all fire doors, shall be assigned default U- factors from Table 10 -6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.35 or less is not included in glazing area limitations. 11. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Aso 1 CITY O 'TUKW A MAY 072012 PERMIT CENTER REVISION 10 -10 -11 DESIGN W.S.E.0 Requirements SHEET NUMBER EC 2 2OF3 �o W.S.E.C. REQUIREMENTS (continued) VENTILATION OPTIONS M1507.1 General. Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where water vapor or cooking odor is pro- duced. The minimum source specific ventilation effective exhaust capacity shall not be Tess than levels specified in Table M1507.3. M1507.3 Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the mini- mum air flow rate determined in accordance with Table M1507.3 TABLE M15073 MINIMUM REQUIRED EXHAUST RATES FOR ONE & TWO- FAMILY DWELLINGS Intermittently operating Bathrooms Kitchens 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm M1507.3.1 Source Specific Exhaust Fans. Exhaust fans providing source specific ventilation shall have a minimum fan flow rating not less than 50 cfm at 0.25 inches water gauge for bathrooms, laundries, or similar rooms and 100 cfm at 0.25 inches water gauge for kitchens. Manufacturers' fan flow ratings shall be determined as per HVI 916 (April 1995) or AMCA 210. EXCEPTION: Where a range hood or down draft exhaust fan is used to satisfy the source specific venti- lation requirements for kitchens, the range hood or down draft exhaust shall not be less than 100 cfm at 0.10 inches water gauge. M1507.3.2 Source Specific Ventilation Controls. Source specific ventilation systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. Source specific ventilation system controls shall be readily accessible. M1507.3.3 Source Specific Ventilation Ducts. Source specific ventilation ducts shall terminate outside the- building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditi spaces shall be insulated to a minimum of R -4. Terminal elements shall have at least the equi e free area of the duct work. Terminal elements for exhaust fan duct systems shall be screened or otherwise protected from entry by leaves or other material. Minimum 50% net free area shall me re tits of R303.5. FLOOR AREA (ft2) <1500 1501 -3000 3001 -4500 4501 -6000 0 -1 30 45 60 75 TABLE M1508.2 MINIMUM VENTILATION RATES (Continuously Operating Systems) 2 -3 45 60 75 90 BEDROOMS 4 -5 60 75 90 105 6001 -7500 >7500 1 90 105 105 120 120 135 Ventilation rates in table are minimum outdoor airflc wf l 6 -7 >7 13 150 M1508.3 Intermittently Operating Ventilation Systems. The de�ered;ventilation rate for intermitt operating ventilation systems shall be the combination of its deliver capacity from Table ventilation effectiveness and daily fractional ration time from Table M1508.3. cfm. 150 165 Qf = Qr /(cf) Where: Qf = Outdoor air flow. rate Qr = Ventilation airrequirement (ftem Table N11508.2) E = Ventilation effectiveness '(fr to Table M1508.3) f = Fractional Operation time (from Table M 1508.3) Daily Fractional Oparat f <35 entilation tiveness, E 0.33 <f< 0.50 80 f TABLE 1508.. scriptive S TAupply Fan Duct Sizing 2009 IRC WHOLE HOUSE VENTILATION For Whole House Ventilation Rates (cfm) and Calculations see Table_ IRC M1508.4 - Intermittent Whole House Venting Using Exhaust Fans; • Whole house fans located 4 feet or less from the interior grill shall ha • All exhaust ducts shall terminate outside the building. • Outdoor air shall be distributed to each habitable ro Supply Tat Tested C'FM at 0.40" WG ified V1 Table -2 50 90 CF \I - 150 CFII 150- 250CFM 250 - 400 C'FM Minimum Smooth Duct Diameter 4 inch 5 inch 6 inch 7 inch Minimum Flexible Duct Diameter 5 inch 6 inch 7 inch 8 inch g of 1.0 or less. IRC M1508.5 – Intermittent Whole House Ventilation a Forced Air Syster • Shall provide outdoor air at the rate calculated using Sec 08.3 • Shall distribute outdoor air to each habitable room thro _ lw forced -air systei • Outdoor inlet duct shall enter from a terminal element on the outside of the b return air plenum. • Outdoor inlet duct shall connect upstream of the blower. • The system shall be equipped with a motorized damper conne • Flow rate shall be field- tested. IRC1508.6 – Intermittent Whole House Ventilation Usin • Supply fan shall distribute outdoor air to each hl ducts or through dedicated ducts to each ha • The outdoor shall be filtered before it is deliv r • An outdoor inlet shall be connected t® er t • System shall have a back -draft IRC 1508.7 – Intermittent • All ductwork shall be • Must meet flow r • Outdoor inlets • All suppl rd_cts lion control. theorced -air system = se Ve on Using a Heat Recovery Ventilation System and i ed per tlufacturer's specs. 1508. d have filter on the upstream side. r ened and ` perly located. d space upstream of the heat exchanger shall be insulated to R -4. AIIS -ms- papa y of con Ouse ventilation fan shall be controlled by a 24 -hour clock timer with the s aeration, manual and automatic control. Set to operate 8 hours a day & labeled. 0.75 1.0 1)11.- 5-0 REVIEWED FOR ;ODE COMPLIANCE y APPROVED 'JUN 29 2012 City of Tukwila BUILDING DIVISION CITY 0 V t LA MAY 0 7 2012 PERMIT CENTER c0 LO co c`7 owl N — X V o' Z° Z� � O NNE U ct, �CV vi � tZ oE 2 Q O =Oz O� O 1- Cw O tY v) Z O N REVISION 10 -10 -11 DESIGN W.S.E.0 Requirements SHEET NUMBER EC 3 30F3 24' X 18" MIN, CRAWL SPACE ACCESS PANEL & G.I. WELL _0 N LEGEND Detail or Section Nominator Sheet Number Division Number \ 1 02 \ Item Number These Items found on "SP' & "EC" Sheets (attached). 4f III I (2)LAYERS 314" SHT'G. Al I APPL. PLATFORM 1 4'THICK CONCRETE SLAB ON COMPACTED SAND /GRAVEL BASE 0 Flat Work 3 01 3 02 3 3 03 04 Ito f- 1511 Iz.O. (n 4.40a'r I' U PfC.. oito Ica. 11 -HOLD SLAB FLOOR DOWN TO ALLOW FOR 8'-O" DOOR 31- o 11 2i1 11 2' -0" J ❑ 4 "THICK CONCRETE SLAB I4- 0I1 by lj V .006 BLACK VISQUEE IV VAPOR BARRIER THROUGH JUT CRAWL SPACE (12" MIN.LAP DBL. 671 /► /■ II_ Or LL z 2 N r U O ifl r H O O O 0 r x N 11 DBL. UNDER STAI WALLS O op FTG. FOR PT. LOAD FROM ABOVE PER ENG. CALCS. 0 hV BEAMS,POSTS,C & CONNECTORS PRE E fn ��,�r{J� 1- J orl'f I ,t I PTo GoliG. 5 A`` © .G. DBL C. PADS GS. CALCS'. 1 Crawl Space Pa 1 26 7 EIRI 7 14 15 06 15® 15 30 15E11 17 18 17 19 Girders & Pads 3 01 3 10 3 Elg 6 04 6 07 6 08 Foundation 2 2 01 03 3 01 3 04 3 05 3 07 3 08 3 3 I1 3® 7 01 15 06 411f114- 601-1G12GT6- DES I C N hIfe, 4'�rNlaN6n -246 W,(z) 04- 4,,-r S2572 REVIEWED FOR CODE COMPLIANC APPROVED JUN 2 9 2012 City of Tukwila BUILDING DIVISIO • 1 0 cp. Z0 M C70 0 N Z N � a (h W vo 0 Qa O:I ,Z 10. 0 > 8 IA t/3 Cir(L Z 0 r-" 0 NO 0 ago CHECKED DRAWN BY toi &" 10 -o NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/ or (attached) documents. FOUNDATION & FLOOR FRAMING PLAN Scale : 1/4" = 1' -0" is Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. PROVIDE CRAWL SPACE VENTILATION PER IRC. ( 1,489 S.F. X 1/150= 9,93 S.F. VENT AREA REQ'D.) I 1 5-0 Eta CIT�l.. KWILA -NAY 0 7 2012 PERMIT CENTER D SHEET NUMBER 1 OF 8 z 174731 — DIRECT VENT GAS F.P. (INSTALL PER MANUF.SPECS.) Stairs 1 18 1 19 1 20 Bo 1 Eig 23 6 16 8 Fire Place 15 x 14 -3 (OPTIONAL) DIRECT VENT GAS F.P. (INSTALL PER MANUF.SPECS.) 4 4 4 07 08 04 15® 15 15 19 20 15 BEI VENTILATION REQUIREMENTS ip1 "NUTONE' QT 1301.0 SONES 102 CFM 15 WS �• VVS "NUTONE' QT 801.6 SONES 63 80 CCFFM M 15 WS S NOTES: 1. USE QT 130 (100 CFM MIN.) *ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) © ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. I1 o" Copyright 2000 Northwest ome Designing Inc. FIRST FLOOR PLAN Scale = 1/4" = 1' —O" Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. bi 40A6e) W oI ! E qoNz- 08 LEGEND Detail or Section Nominator Sheet Number Division Number \ 1 02 Item Number These Items found on "SP" & 'EC" Sheets (attached). 0 Window Nomin. 0 Door Nomin. NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and! or (attached) documents. * ALL PLUMBING DRAIN, VENT & HEATING RUNS SHALL BE INSTALLED INTO INTERIOR WALLS. (SEE 2X6 PLUMBING DRAIN WALL LOCATION) REVIEWED FOR pAPRROVED GE Fy JUN 2 9 2012 • City of Tukwila BUILDING DIVISION AREA SUMMARY Q C] OO LEN) LL Z 0 _ .0 Z� o Oo H� z ea Cr w W'o Qo 8 OS z i 0 z 1-- CA CD N CHECKED DRAWN BY ESIGN 57 SD22 D SHEET NUMBER 2 FIRST FLOOR ... 1,489 S.F. SECOND FLOOR ... 1,513 SOSRAu TOTAL ... 3,002 S.F. MAY 0 7 2012 GARAGE ... 621 S.F. COV'D.PORCH ... 50 S.F. RMIT CENTS GLASS AREA ... 295 S.F. = 9.8GL /FL � - ist 2 OF 8 LEGEND Detail or Section Nominator Sheet Number Division Number \ 1 02 \Item Number These Items found on "SP" & 'EC" Sheets (attached). NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/ or (attached) documents. I ' /Mu44.Ma HD. HD. HD. HD HD. 91 -0" BEAM HD. 1 Z GIRDER TRUSS TO CARRY FLOOR LOAD. ;SEE ROOF 6' -0" IT BEAM FLOOR JOIST @ 0 2 (V (FLUSH) APPROVED HANGERS(TYP.) PER ENGS.CALCS. BEAM HD. 11 BEAM BEAM FLOOR JOIST @ aziwomme- r STAIR SECTION FLOOR JOIST @ 2 o) 2 Li) BUILDING SECTION Stairs z 1 1 1 19 20 1 En 22 DB 6 16 8 08 m- t HD. Floor Fram'g 6 01 6 02 HD. HD. Ga T SECOND FLOOR FRAMING PLAN ,told: at' ELt%t/ c1'.- ;w* it* E lea o... t.e.0140 DBL. JOIST/ FILLER BLOCK DETAIL h" t pyc ri,.(wfl (, 41l4.. rWtNIR 4/'I i■lAtt.40 f- 41.41W RIM JOIST/ BACKER BLOCK a Scale : 1/4" = 1' -0" HD. HD. bt)1s1) t. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. REVIEWED FOR ODE COMPLIANCE APPROVED it JUN 2 g 2012 City of Tukwila BUILDING DIVISION 10" MIN. i:i' ' MAX. 14ANd �,h1 G yfr, ' '4 2x 12 cAmiketa Z.x TKEACei I x I2t5�K5 " Tyre %X' W. EP. c kIt.L 66ABLE 4,11k Zx riRe l'..Kadr. efrwN. «TUP6. 2x Tod P1-. STAIR CONSTRUCTION DETAIL Scale: 3/8 " =1' -O" (SIMILAR) R IVkl1 CAT`f MAR A MAY 0 7 2012 RMIT CENTE O O OO 9 a d GO t) 4 tV Z * 1.L 0 Z !•,V' Z co c1 < `n(u.i ut t � L W W1 00 O ° Pi 0 IOQ t/1 OU H am ' H O 1 CV CHECKED DRAWN BY DESIGN S2572 D SHEET NUMBER 3 3 0 F 8 12ico1 4-tp a" -4- Tub/ Shower 15® 15gQ 34 EDI BEDROOM 5 BEDROOM 2 12-(#-A 11-6' E.F.2 SD /CM COMBO 5D /CM COMBO Fans 08 09 10 15E1 trI SD /CM COMBO SD /CM COMBO 0 KNEE SPACE NI!II.BATH EF-2 6" X 48" \<> BONUS ROOM LINEN 60" x 36" 0 SPA-TUB DIRECT VENT SEE THRU F.P. MAIN BEDROOM 0.11 Copyri ght 2000 n Northwest Horne Designing I 11 21 3-c) 11 c. c. NOTE: I. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12" (1829 mm) ABOVE NE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" (610 mm) ABOVE THE FINISHED FLOOR OF THE ROOM N WHICH THE WINDOW 15 LOCATED. GLAZING BETWEEN THE FLOOR AND 24" (610 mm) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" DIA, (102 mm) SPHERE CANNOT PASS. SECOND FLOOR PLAN Scale : 1/4" = 1' -0" Door Schedule aSire O Description Qty, 1 3068 4036 EXT. S.C. w /SIDELIGHT (o.r-(40 1 2 30 HORIZ.VENT t I STORE (4/V-610 1 3 28 INT. 4 2 4 26 N .C. 8 5 24 2 F 3050 SINGLE HUNG 7 6 50 Jr i 1 H BI -PASS 3 7 8 20 * v . 1 9 1 10 Window Schedule NOTE: All bedroom windows to have a clear opening of 5.7 S.F.. & min. clear width of 20', height .of 24'. Verify with window mfg. when ordering windows. Windows to be dual- glazed thermo-type const. Verify rough openings with window mfg. O Size ...,, Description Qty. A 4036 HORIZ.VENT 1 B 4030 HORIZ.VENT 1 C 5040 HORIZ.VENT 4 D 5050 1 E 6040 v v 2 F 3050 SINGLE HUNG 4 G 4650 Jr i 1 H 26 30 FIXED 1 REVIEWED FOR CODE COMPLIANCE APPROVED l JUN 2 9 2012 City of Tukwila BUILDING DIVISION Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. bUsO LEGEND Detail or Section Nominator Sheet Number Division Number\ 1 02 \ Item Number These Items found on 'SP' & "EC" Sheets (attached). `M/ Window Nomin. 0 Door Nomin. NOTE: While every attempt has been made `. to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF R4+ V U RECORD's "S- Sheets" anf 'TY Of 1 LA or (attached) documents. MAY 0 7 2012 PERMIT CENTER CHECKED DRAWN BY DESIGN S2572 D SHEET NUMBER 4 4 0 F 8 •6" 55' -0" r 6" b co M GUTTER LINE (TYP.) HD. RIDGE -0- z u_ HD. GIRDER TRUSS TO CARRY FLOOR LOAD. ;SEE FLOOR HD. 10' -0" SPAN - 5/12 TRUSSES @ 24" O.C. RIDGE 4„ 18" BUILDING " SECTION HD. GUTTER LINE (TYP.) .6" // HD. 1 r Roof Rafters 01 02 08 09 16 ES 18 19 24 08 HD. 6 6 6 6 6 6 6 6 1 4 AIMS 2un14r { a a Roof Trusses 6 6 6 02 08 6 �. 6 10 6 afi 1 24 4 08 0 0 Att r ftipn: Building Official THI AN IS FOR ONE BUILDING PERMIT ONLY. GIP-i GUTTER LINE (TYP.) GUTTER LINE (TYP.) 6" ROOF FRAMING PLAN Scale : 1/4" = 1' -0" ruia �-� 210. G. 27' -6" 01,-ii SAci G 24-"0 -c PROVIDE ATTIC SPACE VENT PER IRC: .0 2,160 X 1/150 = 14.4 S.F. VENT REQ'D. Z4 B G 0 No 0 cod') Lo Lo N MIN it LL Z 0 _ o ZOO 0 � V DMZ Lu a.4 ozo0 z zoo a I_ W G z tr-; cp. 0 CHECKED REVIEWED FOR QODE COMPLIANCE APPROVED I JUN 2 9 2012 City of Tukwila BUILDING DIVISION CO 6" ii NED- 1 KWI MAY 0 7 2012 DRAWN BY DESIGN S2572 D SHEET NUMBER 5 5 0 F 8 ITC N Holt. i 4't i1 pl F-444 - IIItP Windows 03 07 08 15® 15 IllEW 8 8 8 7 /47< i o 6ort . A5(-} M- oar 11-161 11 2 Tel rt of 4111ij rfr IPA 6/4 < 10 SIP -fb �1 5/4/4 -- °4 3 rfr9T Wt 1.1/ cs1_ ol� �oi�I�• Ix`r- lw •mp1Hei - mil'fit`t P L�¢I ,I� f�Cata rolAv 6014(). P° Exterior Doors 1 EP 5 02 Masonry Veneer Misc. 4 01 FRONT 4 02 1 04 4 03 8 8 01 Ep 4 06 D 1)= 04 RIGHT SIDE EXTERIOR ELEVATIONS Scale : 1/4" = 1' -0" (ELEV. #1) Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. REVIEWED FOR E COMPLIANCE APPROVED 1.0 2 9 2012 City of Tukwila BUILDING DIVISION sT) clef c AILA MAY 072012 PERMIT CENTER LEGEND Detail or Section Nominator Sheet Number Division Number \ 1 02 \ Item Number These Items found on "SP" & "EC" Sheets (attached). NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/ or (attached) documents. • v ZcD NM c0 `O 2 co 0 tn U mu M v) mNZ maCI ...� Q p. w WPa O _ 8 um 0 �> Z i 0 Z O CHECKED DRA N BY DESIGN S2572 D SHEET NUMBER s 6 of 8 A LEGEND Detail or Section Nominator Sheet Number Division Number \ 1 02 \Item Number These Items found on "SP" & "EC" Sheets (attached). Ll11111•1111111•111 IL]� � ... 1• r` la NI la Alia IWaTIT:-.0112a mail= min a Windows 03 07 08 15 15 8 8 7 17 29 Exterior Doors Masonry Veneer Misc. 5 8 8 El 02 04 08 NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S - Sheets" and/ or (attached) documents. 4 01 FRONT 4 4 4 02 03 06 1® RIGHT SIDE EXTERIOR ELEVATION (ELEV. #2) Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. REVIEWED FOR QODE COMPLIANCE s APPROVED !JUN 2 9 2012 Nzt \1 co tt) e l• O6. Z° co 0 aim vi 4A to z a0. Lu Wot0 0 Q �> W � CO W H Z� N 1 City of Tukwila BUILDING DIVISION 1 ),•-- smO LA MAY 072012 PERMIT CENTER SHEET NUMBER 6A 6AOF8 ApGN I TU,TURAL C+ RAPE Co - jpostTION -II144I;6 I# ASI"I 4-1' Facr /421 NoH. 6H7144. INSUI -. t FFt-E ICI --K or LEFT SIDE eel° 1-rl_f•fil►f•,I11� 1 NOTE : WHEN USING 4 x HEADER IN 2 x 6 WALL , FILL VOID w/ R -10 RIGID INSUL, BD. 4x HEADER/INSUL. DETAIL Scale: 3/4 ".1' -0" REVIEWED FOR PODE COMPLIANCE APPROVED 'JUN 2q 2012 City of Tukwila BUILDING DIVISION 1 r 1 S.G. REAR EXTERIOR ELEVATIONS Scale : 1/4" = 1-0" AlczNITEGTURAI. GftzA9 E cohlre ,TIoN 54- 1I1-144E6 15# A4I14AI -T FELT %214oH.'61-1T 6r IN61-II.. elkFFt -E 04-K'6r �I 1 Ally? t 0 !7'r- 11 NoM. locr polo SIDIM6r (b$0 4.1-Hi-) lusuLATIo1-4 r CPb� r -1 Nut` v TK.us t az SIMPSON #H2.5 HURR.TIE@ 24 "0.C. 4" ouT-rE -Iz aE.K y+x 8 fmLIA WHEN TRUSSED fla TI�w5SEb- -•-- oft r`LGi�[ .3o14T u6 rot MAO e loll o.o. Arlcv'v p•im so. Inc zx_ Tor FI.� zx f;RIM Ili " ja" BHT► ' �,�c>t: rELT O N°Kvb fr4p &(K• 2x eo'ftrM PL. 111e6 .Ic Jar CM. Mr- PLAN ) Ili" o.G.) z 5�bt' (4 .P. Q Gt•4• - /�I` ufw. p. G wAu.s AFItV G VA1°lvlR 1%41411.414. (WIW 144uIFEV) 11::-..si i al '''muyallyten iiir:------7a%WaVa.IRIW.VZP '' • % IN!ULAT 1(214 C ', .: IHsut- /►TION• rE.K Core. 314.:T irk ruYwamn P.T.SILL PLATE & ANCHOR BOLTS PER ENG. - REINFC'G. BARS PER ENG.CALCS'. (TYP.) .� FcdT r 4 N M e 8n • [HiIll1 11.11 • +u itT,AZta.17P- 1111M ""°4. NOTE : FOOTING DEPTH MAY VARY DUE TO LOCAL FROST LINE REQUIREMENTS TYP. TWO STORY CONFIG. Scale: 3/4 " =1' -0" Jo s-zi. Ic,11 O. p ZTT RAwL s Fiat) ANCHOR POST AGAINST LATERAL MOVEMENT PER ENG'S.CALCS'. i Jc*'T i p`p telocKlOq 4x br eet,4s roc-T • co c. PAP % .Fbft RARRi r-(Z GIRDER DETAIL F^oEu Scale: 1"=1 '-0" CITY Of TUKWLA Attention: Building Official MAY 0 7 2012 THIS PLAN IS FOR ONE BUILDING PERMIT ONLY RMIT CENTS O O ► C V Z I• ° MI No Z' C0 Lt) (2: om 11011 Z W --,J o W WcNp 10. to W � M w 1- Z �' H 0 CV O� CHECKED DR N BY . E� DESIGN S2572 D SHEET NUMBER 7 " 7 0 F 8 �`Z Mme. r-LAs 414 - wr MEM WW1-. (A co 20 2-$0 •Tun WALrL ,u?, I,po� YWR GA FILE NO. UP 805 2X 0,11126 l° 00.4 Uwe. IIa47 h1PiNG. l PELT evilmenNG. e s•Tut, out *4 1' 4 (Z+ x 244 G I8''a•c. 4" ru( I•• 11.E P.T.SILL PLATE & I' ANCHOR BOLTS PER ENG. /,—,- f-14u L . I°ot_ -;31`41)°. cow. 4r- y�rl P.T.SILL PLATE & ANCHOR BOLTS PER ENG. GENERIC 1 GYPSUM WALLBOARD, GYPSUM 51-1EAT-4ING, UIOOD STUDS EXTERIOR SIDE: ONE LAYER 48' WIDE 5/8' TYPE 'X' GYFS11• SHEATIMMS APPLIED PARALLEL TO 2 X 4 WOOD STUDS 24' OL. WITI 13/4' GALVANIZED ROCPMG NAILS 4' O.C. At VERTICAL JOINTS AND T' O.C. AT NTERI'EDIATE STUDS. AND TOP AND 80TTO1 PLATES. JOINTS OF GYPSUM 61-EAT+4ING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROI1Cs4 SFEATFING TO SND`'. INTERIOR SIDE: ONE LAYER 5!8' TYPE'X' GU,S. WATER RESISTANT GYPSUM BACKING eOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANraLES TO STUDS WM 6D COATED NAILS, 1 118' La*, 0.0915' SPANK, V4' 14EADS,1' O.C. (LOAD BEARING) TNICKNESS: VARIES APF'R6x. 11.EIGI4T: T Per FIRE TEST: SEE WP 3510 (UL R3501- 41 -48, 9-n -65 UL DESIGN 11309, UL RI35- II9,1 -22 -10 UL DESIGN 11314) Trussed Roof Construction Nimen0 PORCH SLAB DETAIL I¢oc .9 MFR. TRUSSES 9 24' bD, �.' TYPE 'X' GWB ag' TYPE 'X' c4iE 2x6 WOOD 511.E5 . 16' O.C. (OPTIONAL) AS REQUIRED B)' JURISDICTION BASED ON S TE SPECIFIC SETBACK INFORMATION rteK No Scale ) I lai.J15 JAA.Se eaory 4411 G1Jam. yluEiakILer, REINFC'G. BARS PER ENG.CALCS'. (TYP.) <cw+,•L 5R6GE, V bPbR • .o• • v; 9 • • • • *i 0 .r •• 1. ' To1O( ZxeiST i7 t010.C. es< G KATE. Z$ J`�� kP Q.C. Qx F.I 1 JOJ4 it-PouL. It/ STEM WALL DETAIL Scale: 314 " =1' -0" P.T.SILL PLATE & t. W.541Z- ANCHOR BOLTS PER ENG. PAtj.E 00 J. 101u u co�lc, ti�p.e, • ' • 'P" 's • "o , • °• : \(A-POI isARWEIR 41cBIM Ep PcscK GARAGE l DWELLING SEPARATION DETAIL Scale: 3/4 " =1' -0" Found. Const. 01 NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials or fabricated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "&Sheets" and/ or (attached) documents. 7 01 06 17® 17® 17 40 2 03 3 01 3 04 3 05 3 07 3 08 3 09 3m 3m Floor Const. 17f2 17E1 17 26 17® 6 01 6 02 6 03 6 04 09 6m 6® 6 4 16 08 Stairs 1 1 1 1 18 19 20 1 En 1 El 1 El 6 16 8' -1 1/8" Voor a I p--U P _.... -. 4■' TYPE 'X' GL1S EXTERIOR SIDING R -21 NSUL CLASS-C. ROOFING MATERIAL 1 FIRE - RESISTANT 544EATI -ZING WTN FIRST 4'-0' NO PENETRATIONS` ALLOWED 2 LAYERS OF 4 • TYPE 'X' GILS CLASS -C ROOFING MATERIAL 1 FIRE - RESISTANT 51- EATIIING WI114N FIRST NO PENETRATIONS ALLOWED /..♦ I�' I TFt X GUIE' '�s' TYPE 'x' GWB 2 LAYERS OF 2 x 6 WOOD 5TUDS 1 V TYPE 'X' GUB . g o G MFR. TRUSSES 0 24' 0.0 EX ERIO R -21 NSUL 1-1-1R F f 1<'E RATED UJAL L 4 OVE 4NG CAA UP 8105 come. pb jaL - rvri,46i IoIG+ C -Pr- h11-1-141. -''o INSUL. PER CODE I Nhu1 -•OAF 'r�!? III 5utW -UP 0u114!'-uP -`-'41111," iiiih At fIr'bivma (t) -2•><+ Tor rIA-r 2f 4- gifit2 leg C ►. 113f.7 271 4- plA- 604 opio? 9 1/2" MANUF.JSTS. @16" O.C. 411.1 1.� SCALE : N.T.S. REVIEWED FOR DE COMPLIANCE . APPROVED 1 JUN 2 q 2012 City of Tukwila BUILDING DIVISION l=Nl�p 0-1 5i /Ilu alts coNT t'1-fl . ci w-rt 10}� eft t f :V•1- Wall Cdnst. 1/8" (N.T.S.) T lots- �atplN� AI P. '-+ IVtJ'e,.pf �>I ' r2. T WAIL 2 - co T r f 1 UII2 -up 7 1 7 t h ' G i 1 t ; I P c . . INSUL. PER CODE IiZ1I 61W0 evr- 7I- -rkL -t } -i(i LIA r1 -I/%iL) 2 x 10 FLOOR JOISTS @16" O.0 /9 1/2" MANUF.JSTS. 4-1 l "[h o 4 4,44 Pm- t2 INSUL. PER CODE . oo&, C5,L0 • 1,KI • N/Es.Poie- 13,642-F2-110- t� BUILDING SECTION Scale : 3/8" = Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. • gei +r; 0 1 m 6 01 6 02 6 03 04 08 09 .6 gig 6 firej 15 6 16 )SV 7 7 7 02 06 17m 17m 17 24 CITY ARLA MAY 0 7 2012 F.tRM1T CENTER LEGEND Detail or Section Nominator Sheet Number Division Number \ 1 02 \ Item Number These items found on "SP" & "EC' Sheets (attached). N. 0 O opth • V• ll•� Z 0 _ NO Z CO 0 I Z WN Q �o- ouJ . 4 , 2 co gij tC]� D. S� ail ill (/) t W Z(' 1 0 &14 CHECKED DRAWN BY DESIGN S2572 D SHEET NUMBER 8 8 of 8 GENERAL NOTES: The Builder is responsible for using safe work practices and conforming to all safety ordinances. The Builder is to verify all dimensions prior to starting work. Any changes to structure must be reviewed and approved by Pacific Northwest Engineering Inc. All methods, materials, and workmanship shall be in accordance with the International Building Code (IBC) 2009 Edition. DESIGN LOADS ROOF LOAD: SNOW 30 PSF, DEAD 15 PSF FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF WIND SPEED: Vs 3 -Sec= 85 MPH , Iw =1.0, EXPOSURE "B" SEISMIC: DESIGN CATEGORY "D ", Ss =1.51, 51 =0.50, Ie =1.0, Site Class "D ", R= 6.5 SOILS: Soil bearing of 1500 PSF is assumed. It is the contractors responsibility to verify that the site soils provide this minimum bearing capacity. FOUNDATIONS: Exterior footings to be a minimum of 18" below finished grade bearing on native undisturbed soil. Back fill with dry soils. Backfill next to a retaining wall a minimum of 24" with a gravel or well draining soil. Soils under footings and slabs to be 95% compacted to a Modified Proctor Density (ASTM D1557). All construction on fill soil shall be reviewed by a registered geotechnical engineer. REINFORCING STEEL: All reinforcing steel to be GRADE 60 PER ASTM A -615. Lap all splices a minimum of 32 bar diameters or 18 ". Lap horizontal steel at corners and intersections in footings and walls with corner bars. Minimum concrete cover for reinforcing steel: INTERIOR FACES OF SLAB AND WALL BARS 1 -1/2" EXPOSED TO WEATHER OR EARTH 1 -1/2" FOR #5 AND SMALLER AND 2" FOR #6 AND LARGER. FOOTING BARS REQUIRE 3" COVER. CONCRETE: All concrete materials and placement shall conform to the IBC 2009 Section 1901. Minimum compressive strength shall be 3000 PSI* at 28 days with a maximum water /cement ratio of .45. All concrete shall be air entrained 5 + / -1%. Max aggregate size = 7/8 ". *Special Inspection not required. 3000 P5I compressive strength is specified for weathering protection. FLOORING AND ROOFING: Plywood Sub Flooring shall be 4' T &G CDX or OSB (glued and nailed). Nailing shall be 10d @ 6 "o.c. along panel edges, and 12 "o.c. in field. Span index shall be 48/24. Stagger end laps. Roof sheathing shall be 2' CDX or 16 OSB nailed w /8d 6" o.c. along panel edges, and 12" o.c. in field. Span index shall be 24/0. Stagger end laps. FLOOR FRAMING: Use double joists under all parallel partitions that extend more than 1/2 the length and around openings. Prefabricated flooring materials by others. TYPICAL BUILT UP COLUMN: All columns not specified or otherwise noted on the plan are to be two studs which are spike laminated together with 16d nailing at 6" on center staggered. All columns supporting girder trusses or glue laminated beams are to be three studs which are spike laminated together with 16d nailing at 6" on center staggered. HEADERS All headers not specified or otherwise noted on the plan are to be 4x8 DF #2 or (2) 2x10 HF #2 with at least one cripple and one stud for each end for openings <5' wide and two cripples and one stud for all others. TYPICAL WALL NOTES: Stud framing shall be Hem -Fir U.N.O. Anchor bolts shall be 8" and no more than 48" apart embedded at least 7 ". There shall be a minimum of 2 bolts per piece (sill plate), with 1 bolt located within 12" of each end of each piece. Anchor bolt washers shall be 3 "x3 "x1/4' square and tightened to the plate. Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' shall be laterally braced at 4' o.c. POST -BEAM CONNECTIONS Positive connections shall be provided at post -beam connections to ensure against uplift and lateral displacement. Anchorage of walls and columns to foundations shall be provided in accordance with plans and shear wall sched. GLUED LAMINATED BEAMS (GLB) Glued laminated wood beams !hall be per ANSI A190.1, American National Standards for structural glued laminated timber. Use Grade DF 24F -V4, Fb =2,400 P5I, Fv= 240 PSI unless noted otherwise on the plans. LAMINATED VENEER LUMBER (LVL) Laminated veneer lumber shall be Doug Fir (DF) meeting the requirements of ASTM D2559 with 9rain parallel to the length of member, Fb =2,200 P5I, Fv= 285 P5I, E =1.8 x 106 P5I. PARALLEL STRAND LUMBER (PSL) Parallel Strand Lumber shall be manufactured per NER -292 meeting the requirements of ASTM D2559 with grain parallel to the length of member, Fb =2,900 P5I, Fv= 290 P5I, E =2.0 x 106 P5I. TIMBERS ALL LUMBER TO BE AS FOLLOWS: BEAMS DF #2 OR BETTER POSTS DF #2 OR BETTER PROTECTION AGAINST DECAY AND TERMITES: IBC 2304.11, Wood used above ground shall be pressure treated in accordance with AWPA U1 for the following conditions: 1. Joists, Girders and Subfloors that are closer than 18" to exposed ground in crawl spaces or enexcavated areas located within the perimeter of the building foundation. 2. Wood framing including sheathing that rest on exterior foundation walls and are less than 8 inches from exposed earth. 3. Sleepers, sills, ledgers, posts and columns in direct contact with concrete or masonry. All field -cut ends, notches and drilled holes of preservative- treated wood shall be treated, for use category UC4A per AWPA U1 -07, in the field using a 9.08% Copper Naphthenate (CuN) solution such as "End cut Solution" (Cunapsol -1) in accordance with the product manufactures directions. DRAG STRUTS: Across openings in shear walls and at the end of a shear wall that continues with a non -shear wall nail top plate splice with a minimum of (12)16d nails; see also detail 2/5 -0 for additional specifications. 1. 2. 3. 4.. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIAPHRAGM BOUNDARY NAILING. PLYWOOD OR OSB, ONE OR TWO SIDES - SEE SCHEDULE WALL CHORD MEMBER - SEE SHEAR WALL SCHEDULE. AT SECOND STORY CONDITION PROVIDE 11ES PER PLAN. FLOOR JOISTS - SEE PLAN. 2 X STUDS AT 16' 0.C. AT ALL SHEAR WALLS U.N.O. SILL PLATE AND ANCHOR BOLTS PER SCHEDULE HOEDOWNS AT SHEAR WALL ENDS AS SHOWN ON PLAN. FOOTING SIZE AND REINFORCING PER PLAN. DOUBLE STUD OR COLUMN - SEE PLAN. OPENING. HEADER - SEE PLAN. RIM JOIST OR S.O.G. - SEE PLAN. EDGE NAIL DIRECTLY TO P.T. SILL AT S.O.G. LOCATIONS. O TYPICAL SHEAR WALL ELEVATION N T.S. (12) 16dS STAGGERED AT EA 9DE OF TOP PLATE SPLICE 4' -O' MIN. LAP (2) 16d 0 16' O.C., 1W. 1 1 /2'j�IN, 3) 16d'S STAGGERED AT EACH 9DE OF SPLICE 2 X STUDS 016" O.C. OR VNNDOW MUWONS TYPICAL NAILED SPLICE APPLIES WHEN NO OTHER SPLICE IS INDICATED. NOTE: SPLICE PLATES ARE OVER STUD OR MUUJON. SMIPSON ST6236 MAY BE USED IN UEU OF NAIJNG AS INDICATED ABOVE. O TYPICAL PLATE SPLICE N.T.S. SIMPSON ST6224 STRAP TIE TOP PLA (8) 16d DOUBLE 2 X STUDS, TYP. U.N.O. O TYPICAL BEAM TO FRAME N.T.S. REVISIONS It ct w PREFABRICATED JOISTS AND ROOF TRUSSES Prefabricated joists and roof trusses are deferred submittal items and are to be designed, fabricated and installed per the latest Truss Plate Institute standards. Pre - fabricated items to be designed by a licensed Professional Engineer. Fabricator to provide all connection design and details. Where trusses are not provided to complete the roof system, overframing members and their connections shall be provided. Overframing details shall be included in the truss shop drawings in order to provide loading conditions consistent with the modeling of the trusses. The overframing and related details shall be designed under the direction of the truss engineer. Where trusses align with shear walls, a special truss shall be provided that has been designed to transfer the specific wind and seismic loads shown on the plans. The truss shall be designed to transfer the load between the roof sheathing and the shear wall below. The truss shall be designed to transfer a minimum of 100 plf along the length of the truss. All temporary and permanent bracing required for the stability of the truss elements under gravity loads and in -plane wind or seismic loads shall be designed by the truss engineer where the top chord is not directly attached to the roof sheathing, the truss engineer shall design and show the placement of all required top chord bracing and connections on the truss shop drawings. Any bracing loads transferred to the main building system shall be identified and submitted to the engineer of record for review. Design calculations and shop drawings shall be submitted for review bt the engineer or record prior to submitting to the building official for approval. P.T. WOOD CONNECTORS All metal connectors coming in contact with P.T. wood shall be Simpson "Z- Max ", triple zinc coated, or hot dipped galvanized for corrosion resistance. ANCHORAGE All anchor bolts embedded in concrete or masonry shall be be A307 UNO. Expansion bolts into concrete not otherwise specified shall be Simpson STRONG -BOLT Wedge Anchor. Install in accordance with ICC ESR -1771, including minimum embedment depth requirements. Epoxy - Grouted items specified on the drawings shall be grouted with Simpson SET -XP Epoxy. Install in accordance with ICC ESR -2508. NAILS: Nailing of wood framed members to be in accordance with IBC 2009 table 2304.9.1 unless otherwise noted. Connection designs are based on "Common Wire" nails with the following properties. PENNEY WEIGHT DIAMETER (WOES) LDIG1H (INCHES) 8d 0.131 2 -1/2 10d 0.148 3 16d 0.162 3-1/2 20d 0.192 4 bist EDGE NAIL SHEATHING TO HOLDDONN CON11N000S DOUBLE CHORDS AND TO TOP PLATES [i.oP PLATE { REFER TO SCHEDULE t -- -- t REFER SOLID BLX'G AT ALL UNSUPPOR1ED EDGES RIM JOIST *ERE CRAWL SPACE, AT S.O.G., EDGE NAILING ATTACHES DIRECTLY TO P.T. 9LL PLATE P.T. 9LL PLATE, ANCHOR BOLTS PER SW SCHED. HEADER SHEARWALL SHEARWAU. TO SCHEDULE STEM WALL CR CONTINUOUS FOOLING - REFER TO PLAN TYPICAL O STUD AND SHEAR WALL 4 N.T.S. STUDS AT 16' O.C. U.N.O. ROJESL 1. MAINTAIN 3/8' MIN. EDGE 3. PLACE FACE GRAIN OF DISTANCE FROM PLYWOOD PLYWOOD HORIZONTAL SHEATHING TO NAILS. 4. FOR NON -SHEAR CHORD 2. EDGE NAIING TO BE APPLIED WALLS, USE SINGLE KING TO ALL PAWL EDGES. STUDS. S OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMEN90N ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL S w/iLING USED AS CORNER / BRACING w/ LONG iXMEtVSIaN PARALLEL TO STUDS WALL FRAMING PER PLAN Ali ► JOIST AT RAISED :•FLOOR, EDGE NAIL K .e ' DRECiLY TO P.T. t - SILL AT S.O.G. Bd NAILS 0 6" O.C. AT EDGES 1111i7.. & SEAMS AND 8d NAILS 012' EDGE NAILING TO BOT. O.G R nao U.N.O. ON SHEAR PLATE AND P.T. SILL WALL SCHEDULE O TYPICAL SHEAR WALL SHEATHING 5 N.T.S. REVIEWED FOR CODE APPROVED COMPLIANCE .{ 1 JUN 2 9 2012 • City of Tukwila BUILDING DIVISION SYMBOL LEGEND: [x] (x) • SW#I1 BUILT UP STUDS # BEAM # CALLOUT HOLD DOWN CALLOUT SHEARWALL CALLOUT SECTION REFERENCE IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USG Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. SHEAR WALL / ANCHOR SCHEDULE APA Rated Label Sheathing (1) (2) (4) (13) Nall Size & Spacing 0 Edges (4) (5) Stud & Blocking Size 0 Adjoining Edges (3) (6) (14) Rim Joist Or Block Connection To Top Plate (7) (8) 2x Bottom Plate Attachment 5111 Plate Attachment Nailing To Wood Below (9) Anchor Bolt To Concrete Below (1) (10) (12) (15) Sill Plate Size 0 Foundation (11) Capacity (PLF) s SW1 Ne "OSB One Side .131 x2 -)¢" 0 6" 0.C. 2x LTP4 0 48 "0C 16d 0 6" O.C. %" 0 48" O.C. 2x 240/335 SW2 Re OSB One Side .131x2 -)¢" 0 4" 0.C. 2x LTP4 0 32 "0C 16d 0 6" O.C. %" 0 32" O.C. 2x 350/490 SW3 e OSB One Side .131x2 -)¢" 0 3" 0.C. 3x LTP4 0 12 "0C 16d 0 4" O.C. %" 0 24" O.C. 2x 450/630 SW4 NC OSB One Side .131x2 -)¢" 0 2" 0.C. 3x LTP4 0 8 "0C 16d 0 4" O.C. %" 0 16" O.C. 2x 585/820 SW5 31."OSB Both Sides .131x2 -) 0 4" 0.C. 3x LTP4 0 8"OC (2) ROWS led 0 4' 0.C. & L1P4 0 16" OC AT BUM TO PLATE %" 0 16" O.C. 2x 700/980 SW6 3fe 0SB Both Sides .131x2-h- 0 3" 0.C. 3x LTP4 0 6 "0C (2) ROWS 16d 0 4" O.C. & L1P4 0 18" OC AT BLK'C TO PLATE %" 0 12" O.C. 2x 900 /1260 Required Notes (1) Install panels vertically, or horizontally if framing spacing exceeds 16' O.C.. (2) Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the opposite sides are not located on the same studs. (3) Blocking is required at all panel edges (4) Provide shear wall sheathing and nailing for the entire length of the walls Indicated on the plans. Ends of full height walls are designated by exterior of the building, corridors, windows, or doorways or as designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwalls require sheathing above and below all openings. (5) Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown posts. Refer to the holdown details for additional information. (6) intermediate framing to be with 2x minimum members. Field nailing 12" 0.c. (7) Based on 0.131x1 -1/2" long nails used to attach framing dips directly to framing. Use 0.131x2 -1/2" nails where installed over sheathing. Use A35 or RBC clips in lieu of LTP's for roof blocking to top plate. (8) 16d 0 4" 0.C. typ unless noted otherwise (9) Continuous sheathing is required over the bottom plate to the bottom of the rim joist or sill plate with edge nailing at each. Where two rows of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule. (10) Anchor bolts shall be provided with steel plate washers 0.229 "x3 "X3 ". Embed anchor bolts minimum 7" into the concrete. Where the unit shear capacity for wind or seismic exceed 400 PLF, plate washers shall extend to within )<i" of the sheathing edge (11) Pressure treated materials can cause excessive corrosion in the fasteners. Provide hot - dipped galvanized (eiectro plating is not acceptable) nall and connector plates (framing angles, ect.) for all connectors in contact with pressure treated framing members. (12) See detail on details page for Simpson MAS/MASP anchor bolt option. Alternate Notes (13) Where wood sheathing (W) is applied over gypsum sheathing (G) contact the engineer of record for alternate nailing requirments. (14) At adjoining panel edges, (2) 2x studs nailed together may be used in place of a single 3X stud. Double 2x studs shall be connected together by nailing the studs together with 3" long nals of the same spacing and diameter as the plate nailing. Where a double 2x stud Is used, the panel edge nailing shall be staggered between both members. (15) Contact the engineer of record for adhesive alternatives to cast in place anchor bolts. (special inspeclon may be required) HOLDOWN SCHEDULE Label Simpson Product Model Number (1) (2) (3) Fasteners Nailing Screws Anchor Belts (4) (5) (6) (1)= STHD14 /STHD14RJ (2) STUDS W/ (24) 16d (1)ss HDU5 (2) STUDS W/ SDS SCREWS U.N.O. SIMPSON SB%x24 (2) STHD10 /STHD1ORJ (2) STUDS W/ (20) 16d (3) MST37 (2) STUDS W/ (22) 16d (4) MST48 STRAP (2) STUDS W/ (34) 16d (5) HDQ8 -SDS (3) STUDS W/ SDS SCREWS U.N.O. SIMPSON SB X24 (6) MSTC4883 STRAP (2) STUDS W/ (38) 10d Required Notes (1) Install all holdown anchors per manufacturer (2) All metal connectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coated or hot dipped galvanized for corrosion protection. Alternate Notes (3) Substitution with another manufacturers holdown anchors only with E.O.R. approval. (4) Contact the E.O.R. for possible epoxy alternates. (5) Contact the E.O.R. for alternates. (6) Contact the E.O.R. for alternates. (1) STHD14RJ is to be installed at rim joist locations only MAY 0 7 2012 (5 *) HDU5 may be used in place of the STHD10 /14(RJ) T CENTER 0 Z 11 W w z 0 z u N co 0% 0 cv) 5 V) M- u a 0' co N N ao ci 1C N L° 0 I0 ao N CO •o M of O 0 A ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING NHL) S- 2572 -L) EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: BK5 DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -309 SHEET NO: 5-0 1 t�I7 -o II 4'THICK CONCRETE SLAB 14! 0 • 12' -0' ti BLOCKING AT CANTILEVER, TYP, 24" X 18" MIN. CRAWL SPACE ACCESS PANEL & G.I. WELL 1 Teel 1 11 2x4 CRIPPLE WALL, SHEATH AND NAIL SIMILAR TO WALL ABOVE 24'0 24'0 24'0 (HDLS) 4x4 POST ON PB44 OR ABU44 AT BEAM END 24'0 „ 4x10 DF #2 ,. 30'R 1 4x4 POST, TYP, 4x6 POST AT BEAM SPLICE RAISED STEM WALL PER DETAIL 16/SD -2 L _ _ _ J (2)LAYERS 3/4" SHT'G. Al 1 APPL. PLATFORM 1 9' -0' 41-HICK CONCRETE SLAB ON COMPACTED SAND /GRAVEL BASE 24'0 2' -0' © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) I- - sa 12.o r'A y. 1-144-34TA #7. l l� < wt. &' 12.0• 2 4' -0' 24'41 O 24'0 24'41 4' -0' FOOTING SCHEDULE 24' 24'x24'x10' C ❑NC FTG W /C3) #4 E,W, 30'P 30'x30'xll' PLAIN CONCRETE FOOTING 30'R 30'x30'x11' C ❑NC FTG W /(4) #4 E,W, 36' 36'x36'x14' CONC FTG W /(5) #4 E.W. 24'41 24'0x8' PLAIN CONCRETE PAD S ❑LID BLOCKING UNDER STAIRS DBL. UNDER STAI - WALLS - 6' -0' 30'P 4' -0' I— m 0 L O ZD T- 6516 1— H J 0 24.0 24Ma Ilk \I I �/ 4' -0' ( Z) * 4.01.1'r (1-1 36' Pro. .0 0rtoc6. - ILD SLAB FLOOR DOWN TO ALLOW FOR 8'-0" DOOR 131.011 2' -O" 1 11 -o a 24'0 24'0 24'0 4x10 DF #2 H J CO 0 2' -0' 1 41e114'" 6K4 1 I "l 41-0 a71-4.(4) 2 O X 30'P 30'P 4'0 24'0 4x10 DF #2 6' -0' 2' a 0 1- J m 0 J m 0 I L !30'R i _ J 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 g 2012 City of Tukwila BUILDING DIVISION Li 61,EN) W- GY-okl W /(4) .st 1 FOUNDATION PLAN SCALE : %4" = P,T, 6x6 POST ON PB66 OR ABU66, TYP, 5-0 CITY v u LA MAY 0 7 2012 PERMIT CENTER REVISIONS w AP r ORIGINAL STAMP MU0S• • BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING NHL) S- 2572 -b EXPOSURE: WIND SPEED: 85 MPH SNOW LOAD: 30 PSF FOUNDATION PLAN DRAWN BY: BK5 DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -309 SHEET NO: 5 -1 1 11 I4 -QIJ 17' -9" 7' -0" 9 O 9 co O N 0 CO FRAME FRONT GARAGE WALL W/ 2x6 STUDS SW1 �1 0 FURN. 4' -6" DEN CLOS. 4' -0" S) SW1 SW1 4' -0" KITCHEN M BATH C PANTRY E.- SW1 0 N 2 f NOOK 2X6 PLUMBING DRAIN UTALL PATIO STOOP SW1 10 SW1 FAMILY RM. 4' -4" 3' -6" 8' -1 1 /2" 1111.71AMII II J Q - l• °6 CO I II © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) GARAGE CONT. SHEATHING TO CORNER DOUBLE SIDED SHEAR WALL ego tie O.1.I.t9�. 1cW9)' q/h 6-9" W 1.' -8' MIN. 1 3'_ all. 4' -0' I \ UP EQ. R16 . 1 \OPEN/ TO / I \ARCH I A OVE / 1 DINING 1 SW1 SW1 0 M w. COATS R &S ` 1 [ PARLOR S ' -8' MINA (.9 SW6 N T 5' -6" 2' -0" DOUBLE SIDED SHEAR WALL 3 CONT. SHEATHING TO CORNER (/) PORC$ 0 . - 607* regr qePrW if -- FIRST FLOOR SHEAR WALLS, HOEDOWNS, AND STRUCTURE SCALE : %4' = 1' -0" REVIEWED R CODE COMPLI NCE APPROVED • 'JUN 2 9 2012 City of Tukwila BUILDING DIVISION CITY lVKw A MAY 0 7 2012 PERMIT CENTER a 2 0 N V) Qg � w cx � s. „e,.., ------'-*-4:44,.....---- �,. PACIFIC', Nci '., .... ...-1 o '1..... ENO 1 N E E R I N G 1944 Pacific Ave, Suite 310; Tacoma, WA 98402 Phone: (253) 682 -2850 Fax: (253) 682 -2851 O M P - 39394 G % AL `:� SS> {)NA1. AP' 'c,, 12 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROTECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING D S- 2572 -D 34XX 5. 150TH 5T. TUKWILA, WA 98188 EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: BK5 DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -309 SHEET NO: 5 -2 FRAME FRONT GARAGE WALL W/ 2x6 STUDS ALL HEADERS NOT SPECIFIED ARE TO BE 4x8 DF #2 OR (2) 2x10 HF #2 AND FRAMED PER THE 'HEADERS' SECTI ❑N ON SHEET S -0 HD. 9' -0" I_ I 7 ( 1 II (SF VIDF #2 0 I TRUSS BEARING WALL O GC w I w (%A d W O J LL } iY Q C) 1— HD 6-0" RZ> (2) 2x6 STUDS AT GIRDER TRUSS BEARING POINT LOAD DEAD = 3,056# LIVE = 4,488# 0 io 0 0 LL CV CS) Co HD. SF9) HD. 4x8 DF #2 ❑R 1 (2) 2x10 HF #2 STRAP BEAM TO TOP PLATE W/ ST6224, BOTH ENDS ---/-(3) 2x6 STUDS AT BEARING SF4 LUS48 CD H K srio) 5-'x9' GLB O Zo H 0 ce O J Li. 9 1/2" MFG HD —��� 3 -"x9" GLB, FLUSH �. W/ BOTTOM OF JOISTS HD. SF11 4x10 DF #2 OR (2) 2x12 HF #2 r HD. D. 5- 'x13 -' GLB, FLUSH W/ BOTTOM OF JOISTS HGUS5,25 /10 HGUS5.25/10 K R3) HD. 4x10 DF #2, FLUSH HU310 -2 (2) 2x4 STUDS AT BEARING (3) 2x4 STUDS AT BEARING 5 -M"x9' GLB, FLUSH 9 1/2" MF'G W Iz 0 rY 0 0 J 0 • 1 LI..I J 0 0 SF6 r HD. i 1 FUR BEAM UP AS REQUIRED FOR FLUSH FRAMING HANG I- JOISTS W/ IUS /9.5, TYP. 5- "x15' GLB, FLUSH W/ BOTTOM OF JOISTS • HD. r HD. 5 -'x15' GLB, CONT. OVER HEAR PANEL PER DETAIL 16 /SD -2 I MINIMUM (3) 2x6 TRIMMERS 2' -0" L -' ' I- JOISTS PER MANUFACTURER - ''x15' GLB MINIMUM (3) 2x6 TRIMMERS 6 -'6" DOUBLE JOISTS '#--- 1 -'-- -f HD. HD. Mei SECOND FLOOR FRAMING SCALE : %4" = 1' -0" © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) -� � .,ter sv (3) 2x6 STUDS AT BEARING REVIEWED FOR COMPLIANCE APPROVED JUN 2 q 2012 City of Tukwila OUILDING DIVISION CITY IVKWLA MAY 0 7 2012 PERMIT CENTER ` le# •of'L ' A" �. �� , 39394 (1,A,.AI, v'" , ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROTECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING L CO N L I=-- Q N 1 LO e-, J 13 X� Tr 11 Z M� EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF SECOND FLOOR FRAMING DRAWN BY: BK5 DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: pNE 12 -309 SHEET NO: 5 -3 4-6,`0" SW1 BEDROOM 5 11 7 'o • r IT 1 II 1 II 1-1-1-=T-1•M= II 22'x30/ I NA TI^i X I ; •6" .6" 55-0" ALL HEADERS NOT SPECIFIED ARE TO BE 4x8 DF #2 OR (2) 2x10 HF #2 AND FRAMED PER THE 'HEADERS' SECTI ❑N ON SHEET S -0 GUTTER LINE (TYP.) f 0 co co FRAME FRONT GARAGE WALL W/ 2x6 STUDS I v ZeS I HD. TRUSS BR'G WALL Z_ Lt O O u_ W W 0 O J O 0 L RIDGE 4x8 DF #2 OR (2) 2x10 HF #2 4-- -1- (R1) 10' -0" SPAN - 5/12 TRUSSES @ 24" O.C. RIDGE 4" 18' SHEATH ROOF PER DETAIL 2 /SD -2 —1�-- HDR, GUTTER LINE (TYP.) H 6" 38' -0" SPAN BRACE ❑VERFRAMING SPANS GREATER THAN 8' -0' TO SHEATHING /TRUSS BELOW, TYP. (2) 2x6 STUDS AT GIRDER BEARING, TYP. HD. r>, /-44 o-f, co SEE DETAIL 3 /SD -2 FOR LGT ❑PTI ❑NS 12i Vei 0• • 2 SEE 22/SD -2 FOR TS22 DETAIL r< HD. 1 T T1r�- J DRAG STRUT L❑ADOL� 53 PLF DRAG -STRUT LOADS 53 PLF t-& 40641 4p -1- e/I 2 fr1-6N 1-' 4,11 p. G. HD.(R2) HD. (R3) HD -3 "x15' GLB, CONT. OVER SHEAR PANEL PER DETAIL 16 /SD -2 MINIMUM (3) 2x6 TRIMMERS MINIMUM (3) 2x6 TRIMMERS 27' -6" GUTTER LINE (TYP.) 6-„,, ROOF FRAMING POCKET BEAM INTO WALL, STRAP PER DETAIL 3 /S -0 21-- 'I Z F -Te,14 2. -Ha. G. 27-6" TACO Zt4-110- G K4) 6x8 DF #2 t'III. }w41 1+0.x. SCALE : %4' = 1' -0" ROOF TRUSSES BY OTHERS © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) 16)=- s-o v‘- AC6 /ACE6 ON P.T. 6x6 POST, TYP. .6" REVIEVVED FOR COMPLIANCE APPROVED f 1 JUN 2 9 2012 City of Tukwila 'WILDING DIVISION ZO CITY KILA MAY 0 7 2012 PERMIT CENTER U) z 0 w H CI o it w ac ,44% i3IP' ......4- ' - -*is.. 111MI 1111116.. M. P Aft IV 6s, F � if/ lt s 39394,` >S'SIr)1'A1. .: \4 d, k- A" ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING 34XX 5. 150TH 5T. TUKWILA, WA 98188 D 5- 2572 -1 EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF ROOF FRAMING DRAWN BY: BK5 DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -309 SHEET NO: 5 -5 INSULATION PER ARCH SHEATHING PER PLAN MOISTURE BARRIER SIDING PER ARCH. BOTTOM PLATE NAILING PER S.W. SCHED. EDGE NAILING PER S.W. SCHED. CONT. 2x RIM JOIST TOE NAILING 16d@6'O.C. 3¢' GYP. BD. PER ARCH. 2x6 STUDS € 16' O.C. 2x6 P.T. SILL PLATE W/ %' A.B. PER PLAN AND 12' FROM ENDS 3'' T &G SUBFLOOR FLOOR JOISTS PER PLAN INSULATION PER ARCH. SHEATHING PER PLAN MOISTURE BARRIER SIDING PER ARCH. 2x6 P.T. SILL PLATE W/ %' A.B. PER PLAN AND 12' FROM ENDS EDGE NAILING PER S.W. SCHED. (1) #4 CONT. BAR #4 VERT. BAR & H❑RIZ. @ 24' O.C. MAX SPACING MIN. (1) TOP AND (1) BOTTOM 6 MIL. BLACK VAPOR BARRIER LAP 12' @ SEAMS AND UP FDN. WALL 3¢' GYP. BD. PER ARCH. INSULATION PER ARCH. 2x6 STUDS @ 16' O.C. (1) #4 CONT. BAR #4 VERT, BAR & HORIZ. e 24' O.C. MAX SPACING MIN. (1) TOP AND (1) BOTTOM 4' CONC. SLAB W/ 4' GRANULAR FILL & 6x6 WIRE MESH SHEATHING PER PLAN AS REQ'D 36' TYPE 'X' G.W.BD. BOTTOM PLATE NAILING PER S.W. SCHED. EDGE NAILING PER S.W. SCHED. CONT. 2x RIM JOIST TOE NAILING 16d@6'O.C. 6 MIL. BLACK VAPOR BARRIER, LAP 12' @ SEAMS 4' CONC. SLAB W/ 4' GRANULAR FILL & 6x6 WIRE MESH 6 MIL. BLACK VAPOR BARRIER, LAP 12' @ SEAMS 3¢' GYP. BD. PER ARCH. INSULATI ❑N PER ARCH. 2x6 STUDS @ 16' O.C. 2x6 P.T. SILL PLATE W/ %' A.B. PER PLAN AND 12' FROM ENDS 3' T &G SUBFLOOR FLOOR JOISTS PER PLAN INSULATION PER ARCH. (1) #4 CONT. BAR #4 VERT. BAR & HORIZ, @ 24' O.C. MAX SPACING MIN. (1) TOP AND (1) BOTTOM 6 MIL. BLACK VAPOR BARRIER LAP 12' @ SEAMS AND UP FDN. WALL FTG AND TIGHT LINE DRAINS (III ' (2) #4 CONT, BARS —1 (2) #4 CONT. BARS 3/4" T &G FLOORING 2X BLOCKING FLOOR JSTS. PER PLAN MIN (4) 16d TO POST AND BEAM EACH SIDE 1 "x6" OR 3/4" OSB EA. SIDE OF BEAM OR APPROVED MIL. CAP SIMPSON PB44 OR (2) A34 AT POST BASE BEAM PER PLAN POST 15# BUILDING PAPER BETWEEN POST & CONC. FTG AND TIGHT LINE DRAINS (2) #4 CONT. BARS i 16' ER FDN PLAN 4. PROVIDE (1) SIMPSON CS16 STRAP 48" MIN EACH SIDE OF SPLICE W/ 8 -16d COMMON NAILS MAX STEP HEIGHT OF ONE UNIT VERTICAL PER TWO UNITS HORIZONTAL WALL FRAMING ABOVE MSTC52 FROM PONY WALL TO SHEAR WALL ABOVE WHERE FOUNDATION HOLDOWN IS SPECIFIED 2x BOTTOM PLATE P.T. SILL PLATE PER PLAN (2) #4 BAR 36" LONG PLACE DIAGONALY RE— ENTRANT CORNERS IN STEPPED FOUNDATION WALLS 4' MAX STEM WALL HEIGHT STEP FTG WHERE REQ'D, CONTINUOUS RE —BAR PER FTG DETAIL 4' CONC. SLAB 6x6 WIRE MESH P.T. POST PER PLAN PB OR ABU ANCHOR 24' RIM JOIST 2 -2x TOP PLATE Wit 1 2x6 CRIPPLE WALL WITH STUDS 16" O.C., MAX HEIGHT 4'; SHEATHING /NAILING TO MATCH SPECIFICATIONS OF WALL ABOVE STHD14 OR OTHER PER PLAN MINIMUM (2) A.B. OR PER SHEAR SCHEDULE (3) #4 REBAR CONT. REINFORCING PER FOUNDATION OR RETAINING WALL SCHEDULE Simpson Strong -Tie STHDI4RJ Rim Joist Installation STHD14RJ HOLDOWN DETAIL (STHD8RJ /STHD1ORJ SIMILAR) 8 ONE #4 REBAR IN SHEAR CONE Epoxy installation may not be adequate, contact the E.O.R. prior to construction to verify if alternates are available. Simpson Strong —Tie HDQ8 —SDS3 with Threaded Rod or SB7/8X24, see SW Sched. 12' MIN. REBAR LENGTH (30' MIN. REBAR LENGTH Simpson Strong -Tie STHD Corner Installation on Triple Studs STHD14 HOLDOWN DETAIL (STHD8 /STHD10 SIMILAR) FLUSH BM OR RIM JOIST MIN (2) 2x STUDS OR 4x MEMBER, MIN (38) 10d INSTALL PER MFG MSTC48B3 / MSTC66B3 HOLDOWN DETAIL 13. HDU5 OPTION DETAIL (HDU2 /HDU4 SIMILAR) HDQ8 —SDS3 HOLDOWN DETAIL Provide minimum 1' end distance Equal number o specified nails In each end REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2012 City of Tukwila BUILDING DIVISION Simpson Strong -Tie MST37 /MST48 HOLDOWN DETAIL 12. MUDSILL ANCHOR SPACING SHEAR WALL SPACING SW1 SW2 SW3 48" O.C. 32" O.C. 16" O.C. *MASAP /MASP FASTENERS SHALL BE HOT— DIPPED GALVANIZED MASAP /MASA ANCHOR OPTION 14. SHEAR WALL SHEATHING AND NAILING PER PLAN, CONT, SHEATHING TO BOTTOM OF BEAM BEAM PER PLAN 2x6 BLK'G /NAILER, ATTACH TO BEAM W /16d @ 16' ❑.C., STAGGERED HANGER PER PLAN JOISTS PER PLAN DID - -Ise 15 GYP W.B. PER ARCH. 16d PLATE NAILING PER SW SCHEDULE SHEATHING /NAILING PER SHEAR SCHEDULE 2X STUDS 0 16" O.C. HOLD DOWN PER PLAN T &G SUBFLOOR STUDS TO MATCH SIZE /SPACING ABOVE P.T. SILL PER SW 16' R CITY JOISTS PER PLAN MAY 0 7 20 THREADED ROD PERPERMIT CE ANCHOR SCHEDULE SHEATING /NAILING TO MATCH ABOVE 8" EPDXY EMBED MIN. OR % "0x8" ANCHOR BOLT W/ 2 "x2 "x %" PLATE WASHER & DOUBLE NUTS 114111 4;= °u = =1.. ,11 = II= I1 =I =II= -II-11= - (2) #4 TOP & BOT. OF FTG die 16. INTERIOR SHEAR WALL TO FOOTING u) Z 0 1)-: ac o It w cc IM M p 4,, qpf W iO o �y,, 39394 G, �lF ' ORAL - .SSJOti:11. A" `-�\ E -4, _>I !2 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING Q 34XX 5. 150TH 5T. TUKWILA, WA 98188 N N I V) n 1 Z EXPOSURE: B WIND SPEED: 85 MPH LOAD: 30 PSF SNOW STRUCTURAL DETAILS LA 2 WN BY: BK5 DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -309 SHEET NO: 5b-1 "SIMPSON" H2.5T HURRICANE 11E EA. TRUSS, TYP. RBCP 0 48" O.C. EDGE NAILING INTO BLK'G 2 X BLOCKING BETWEEN ALL TRUSSES TYP 1/2" CDX OR 7/16" OSB 6" EDGE AND 12" FIELD NAILING U.N.O. PREFAB. ROOF TRUSS - SEE FRAMING PLAN AND MANUFACTURER'S SHOP DRAWINGS GYPSUM BOARD PER ARCH 2 X 6 DOUBLE TOP PLATE EXTERIOR SIDING OSB SHEATHING 2 X 6 STUD WALL - STUDS 0 16" O.C. APA RATED SHEATHING GRADE PANELS. NAIL AT 6" ON CENTER EDGE. VERTICAL PANEL DIMENSION PERPENDICULAR TO SUPPORTS TYP ROOF SHEATHING U.N.O. STAGGER END JOINTS OF ALL ROOF SHEATHING PANELS GABLE END TRUSSES MUST BE ABLE TO RESIST A LATERAL LOAD OF 100PLF (MINIMUM). GABLE END TRUSSES WHICH DO NOT MEET THE MINIMUM LOADING REQUIREMENT SHALL BE SHEATHED WITH 7/16" OSB. 2. MATCH B.U. COLUMN WIDTH W/ GIRDER PLY'S ABOVE USE H1OS FOR SINGLE PLY GIRDER OR LGT3 FOR 3 -PLY GIRDERS OR LGT4 FOR 4 -PLY GIRDERS TYPICAL SHEAR DETAIL SIMPSON LGT2 GIRDER TO TOP PLATE MFG TRUSSES @ 24' ❑.C, U.N.❑. n 16d @ 6' D.C. II FLAT 1x4x8' BRACING @ 48' O.C. W /(2) 8c1 @ EA. TRUSS 3316 OSB MAY BE OMITTED AT GABLE END TRUSS IF IT CAN RESIST 100PLF LATERAL. OTHERWISE ATTACH OSB AT EDGES WITH 8d @ 6' D.C. TO 2x VERTICAL FRAMING @ 24' ❑,C., TYP 2x6 CONT, 16d @ 6' O.C. TRUSS TO 2x6 BEYOND EDGE NAILING PER PLAN SHEATHING PER PLAN TYPICAL GABLE END TO TOP PLATE CONNECTION 4. (4) 16d FROM BRACE TO BLK'G 8c1 @ 6' O.C. TO BLK'G 2x4 BLK'G CUT TO FIT BTWN TRUSS TOP CHORDS 2x4 DIAG. BRACE @ 48' O.C. WHERE REQ'D A34 FROM 2x4 BRACE TO 2x4 NAILER (3) 16d MIN, 2x TO 2x AT BRACES, TYP (2) 16d FROM 2x4 TO GABLE WEBS 34e,' SHEATHING, WHERE REQ'D, ON GABLE ENDS PRE -MFG'D TRUSS PER PLAN 1x4x8' BRACING @ 48' O.C. TYP. GABLE END WEB BRACING 5• ROOF BOUNDARY NAILING FLAT 1 x4x8' BTM. CHORD BRACING ® 48" O.C. ATTACH W /(2) 10d © EA TRUSS OVERFRAMING PER PLAN SHTG PER ROOF PLAN SHTG CONT. TO GIRDER 2x NAILER W/- (2) 16d @ EA END TRUSS & ® 12" O.C. BETWEEN PRE –ENG GIRDER TRUSS ROOF BNDRY NAILING uu 11 2x NAILER ATTACHED TO TOP PLATE w /16d © 16" O.C. \\— PRE -ENG TRUSS W/ HANGER BY TRUSS MFR 2x FLAT BLKG FLAT 2x6 BLK'G WHERE ROOF DIAPHRAGM ATTACHES TO WALL A35 FROM GIRDER TOP CHORD TO STUD, 32' O.C. SHEATHING PER PLAN CONT, TO BOT. PLATE 16d24'O.C. JOISTS PER PLAN CONT. SHEATHING WITH 8d26'O.C.EDGE NAILING PER PLAN (2) W'x6' SDS SCREWS FROM 2x12'S TO GIRDER BOT. CHORD 2 16' O.C. DBL 2x12 FOR SW ATTACHMENT GIRDER TRUSS PER TRUSS MFG OUTLODKERS PER TRUSS MFG MFG TRUSSES 2 24' 0,C. 1x4 BRACING AT 4' O.C., OR PER TRUSS MFG CONT. SHEATHING AT GABLE, EXCEPT AS NOTED, SEE TYP GABLE END DETAIL EDGE NAILING PER PLAN 8• FLAT 2x6 BLK'G WHERE ROOF DIAPHRAGM ATTACHES TO WALL BM PER PLAN 10d e6' O.C. TO 2x4 BLK'G HANGER PER PLAN JOISTS PER PLAN SHEATHING PER PLAN CONT. TO BOT OF BM PROVIDE MIN 8d 26' O.C. EDGE NAILING FROM ROOF SHEATHING TO 2x4 BLK'G (2) 16d H EA. STUD AND 6' TO BLOCKING PROVIDE 2x BLK'G BETWEEN TRUSSES HANGER PER TRUSS MANUF. H2.5 AT EA. TRUSS HDR. PER PLAN 1 ►i EDGE NAILING PER PLAN 9. 2x BLK•G 10d 0 6" O.C. FROM SUBFLOOR TO BLK'G JST PER PLAN INTERIOR GYP. PER ARCH. 34" PLYWD OR 2332" OSB T &G SUBFLOOR LTP4 PER SW SCHED., BLK'G TO TOP PLATE 7/16" OSB WITH 8d NAILING PER PLAN, GYP PER ARCH. BLOCKING TO SHEAR WALL DETAIL 10. POSITION JST OVER WALL AND ATTACH PER SW SCHED. 10d 0 6" O.C. FROM SUBFLOOR TO JST INTERIOR GYP. PER ARCH. 3/4" PLYWD OR 2332" OSB T &G SUBFLOOR USE SOLID WEB FILLER AND 3116" OSB GUSSET WHERE I –JSTS (NOT REQ'D WITH 2X NOMINAL SIZES) 16d AND /OR LTP4 PER SHEAR SCHEDULE 7/16" OSB AND /OR 5/8" GYP PER ARCH. APPLY GYP. OVER OSB WHERE BOTH ARE REQUIRED JOIST TO SHEAR WALL DETAIL 13• 14. REVIEVVED FOR CODE COMPLIANCE APPROVED 'JUN 2 A 2012 City of Tukwila BUILDING DIVISION t)=- iso 15. o MIN WIDTH = 20' SIMPS ❑N LSTA24 EACH SIDE OF OPENING ON ❑PP ❑SITE SIDE OF SHEATHING .\ • X • • • • CONT. HDR PER PLAN, PR ❑VIDE CONT. SHEATHING OVER HDR • CRIPPLE DOWN FOR OPENING AS REQ'D SHEATHING NAILED WITH 8d @3' GRID PATTERN AS SHOWN NAIL TOP PLATE TO HEADER W/ (2) ROWS OF 16D's @3' O.C. • SHEATHING NAILED TO MIN (2) 2x WITH 8d @3' O.C. BOTH MEMBERS • • 41L /QI1113■ICtJIKr� -VIM Gorilra11■ . I_,_I . 41 11 11 won 11111 11 Ii° I! aII DOOR TRIM HDQ8 EACH SIDE OF WALL PANEL MIN (1) 5/8' A.B. WITH 7' MIN EMBEDMENT AND 3'x3'x1/4' WASHER SB %x24 (2) 2x OR 3x P.T. SILL #3 TIES @6' O.C. 1 (6) #4 VERT. II< I 41 11 Lam° •. II ii. ;° I ° JI 4 1 II !� ! < . II .. II ,:.I ••• I4. °. a_.�.e ° d ° a . =Ii =ll •=IT =II PLAN VI IV PRY . LA /—REBAR PER PRN' MAY 0 7 2012 �- CONT. FTG PERMIT CENTS RAISED STEMWALL DETAIL 16 jOri°4- Pr*" , REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROTECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING 34XX 5. 150TH 5T. TUKWILA, WA 98188 1 N Lo N 1 Q S Z EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF STRUCTURAL DETAILS DRAWN BY: BKS DATE: 4 -24 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -309 SHEET NO: 5b-2