Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D06-362 - Tully Homes - Lot 2
TULLY HOMES 16030 51 AV S D06 -362 Parcel No.: 5379200066 Address: 16030 51 AV S TUKW Suite No: Tenant: Name: TULLY HOMES - LOT 2 Address: 16030 51 AV S , TUKWILA WA City of Tukwila Owner: Name: TULLY HOMES INC Address: 13217 4 AV SW , BURDEN WA 98146 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htto : / /www.ci.tukwila.wa.us Contact Person: Name: DAVID TULLY Address: 13217 4 AV SW , SEATTLE WA 98146-3338 Phone: 206244 -3282 Contractor: Name: TULLY HOMES INC Address: 13217 4TH AVE SW , SEATTLE WA 98146 -3338 Phone: (206)244 -3282 Contractor License No: TULLYHI965KS DEVELOPMENT PERMIT * *continued on next page** Permit Number: D06 -362 Issue Date: 11/15/2006 Permit Expires On: 05/14/2007 Expiration Date: 05/10/2008 Steven M. Mullet, Mayor Steve Lancaster, Director DESCRIPTION OF WORK: CONSTRUCTION OF 3360 SF SFR WITH 682 SF ATTACHED GARAGE. ROW AND ON-SITE IMPROVEMENTS SHOWN ON SITE PLAN ARE BEING INSTALLED UNDER PERMIT PW05 -120. PUBLIC WORKS ACT[V1TIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $327,659.70 Fees Collected: $5,047.60 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 don: IBC -10/06 006-362 Printed: 11 -15 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: 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: htto: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: T Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: 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 I Permit Number: D06 -362 Issue Date: 11/15/2006 Permit Expires On: 05/14/2007 Date: tblt'1(56 Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read and = _ ed = permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied - er 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 ant authorized to sign and obtain this development permit. Signature: . /�£. -r./ 1 Date: /i (/.S - Print Name: M e nr - t- 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. doc: IBC -10/06 D06 -362 Printed: 11 -15 -2006 Parcel No.: 5379200066 Address: Suite No: Tenant: 16030 51 AV S VIEW TULLY HOMES - LOT 2 I: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 1306 -362 ISSUED 09/28/2006 11/15/2006 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 -3670). 4: 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. 5: 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. 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 requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: 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. 14: 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. 15: 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. doc: Cond -10/06 006 -362 Printed: 11 -15 -2006 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 18: 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. 19: ***FIRE DEPARTMENT CONDITIONS * ** 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.tukwilawa.us 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (ITC 503.1, 808.1) 22: 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 (102nmm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 23: Adequate ground ladder access to rescue windows shall be provided. 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 811. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 26: ***PUBLIC WORKS DEPARTMENT CONDITIONS * ** 27: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 28: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 29: My material spilled onto any street shall be cleaned up immediately. 30: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 31: 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. 32: 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. doe: Cord -10/06 D06362 Printed: 11 -15 -2006 doc: Cond -10/06 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.cidukwila.wa.us * *continued on next page ** 006 -362 Printed: 11 -15 -2006 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: VA-v 7 Tt -kL 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 Date: /'&C /Dc. doc: Cond -10/06 006 -362 Printed: 11 -15 -2006 Name: David Tully CITY OF TUKWIIY Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 160XX 51st Ave S Tukwila 98188 (LOT # 2) Tenant Name: None Property Owners Name: Tully Homes, Inc. Mailing Address: 13217 Fourth Avenue SW Mailing Address: 13217 4th Ave SW E -Mail Address: dave(rD_tullyhomes.com Company Name: Tully Homes, Inc. Mailing Address: 13217 4th Ave SW Contact Person: David Tully E -Mail Address: daveCrbtullyhomes.com Company Name: Designs Unlimited Mailing Address: 19613 81st Ave S Suite F Contact Person: Vem Rockwell E-Mail Address: Company Name: Charles Williams Mailing Address: 22421 NE 20th St Contact Person: Chuck Williams E -Mail Address: q:SVvmiu pWticc eenamVamit application ( - ZiOt) anima 6805 bit Page l Building Permit No. Q - 2- Mechanical Permit No. .� v + Public Works Permit No. ' , Project No. 1 ��� �`'1 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** Seattle cm or e use onl SITE LOCATION King Co Assessor's Tax No.: 537920 -0065 Suite Number: Floor: New Tenant: ❑ Yes ❑..No WA State CONTACT PERSON Day Telephone: (206) 244 -3282 Seattle WA 98146 -3338 City State Zip Fax Number: (206) 244-3282 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Seattle cit Day Telephone: (206) 244-3282 Fax Number: (206) 244-3282 Kent WA City Stoic Day Telephone: (253) 872 - 2580 Fax Number: (253) 872 -3649 Sammamish WA Qty State Day Telephone: (425) 836 -2833 Fax Number: (360) 871 -5633 Zip WA 98146 -3338 State Zip Contractor Registration Number: TULLYHI965KS Expiration Date: 05/10/2008 "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record Zia ENGINEER OF RECORD -Alt plans mast be wet stamped by Engineer of Record Zip BUILDING PERMIT INFO ' ON -= 206 -431 -3670 Valuation of Project (contractor's bid price): $ 185,000.00 Existing Building Valuation: $ 0.00 Scope of Work (please provide detailed information): New SFR w/ attached garage. Prop is in process short plat under L04 -058. w/ final plat submitted for approval & recording. ROW & on -site improvements shown on site plan are being installed under issued permit PW05 -120. Will there be new rack storage? ❑ .. Yes ®...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below P DIVISION: Single-family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1,965 For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 4 Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers D..Automatic Fire Alarm ®..None ❑ _Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes . No If"yes", attach list ofmaterials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material fen Data Sheets. q:Vpamin pinYcc rbnau`permit application (7-3004) Rewind: 64-05 w Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Y Floor 1,535 VB R -3 2e°Floor 1,825 VB R-3 3'" Floor Floors thin Basement Accessory Strucnaea Attached Garage 582 VB R Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ' ON -= 206 -431 -3670 Valuation of Project (contractor's bid price): $ 185,000.00 Existing Building Valuation: $ 0.00 Scope of Work (please provide detailed information): New SFR w/ attached garage. Prop is in process short plat under L04 -058. w/ final plat submitted for approval & recording. ROW & on -site improvements shown on site plan are being installed under issued permit PW05 -120. Will there be new rack storage? ❑ .. Yes ®...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below P DIVISION: Single-family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1,965 For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 4 Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers D..Automatic Fire Alarm ®..None ❑ _Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes . No If"yes", attach list ofmaterials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material fen Data Sheets. q:Vpamin pinYcc rbnau`permit application (7-3004) Rewind: 64-05 w Page 2 • PUBLIC WORKS PERMIT INFORMATION'-406- 433 -0179 Scope of Work (please provide detailed information): See PW05 -120 Eater District .. .Tukwila ❑... Water District #125 El ...Water Availability Provided &wer District ...Tukwila ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate El... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For oasite septic system, provide 2 copies of a current septic design approval by King County Health Department. u (tied with Application (mark boxes which aoolvb. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Stonn Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) nosed Activities (mark boxes that snolvl• PI ...Right -of-way Use - Nonprofit for less than 72 hours ❑. i ghtof -way Use - No Disturbance Construction/Excavation/Fill - Right-of-way _ ✓ Non Right-of-way IgC..Total Cut / 0 cubic yards la/Work in Flood Zone .Total Fill /0 cubic yards V.. Stonn Drainage ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Sze ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public q: \"min pluslicc dwpnimmit apptiuien (7 -2004) Revised: 64-05 EM1 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin ID for fees and estimate sheet. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WOO/ wag Private Private Page 3 ]� .. Highline ® .. Geotechnical Report ❑...Traffic Impact Analysis ❑...Hold Harmless ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right Use — Potential Disturbance ❑ .. Grease Interceptor ❑ � a / Trench Excavation LAS.. Utility Undergrounding ❑ .. Renton ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer lvlonthiv Service Billing to: Name: Tully Homes, Inc. Mailing Address: 13217 4th Ave SW Water Meter RefundBilline: Name: Tully Homes, Inc. Mailing Address: 13217 4th Ave SW Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: (206) 2443282 Seattle WA 98146 -3338 City State TIP Day Telephone: Seattle City (206) 244 -3282 WA 98146 -3338 State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor. Qty Furnace<100K BTU 1 A Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Ftnnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 1 15-30 HP /1,000,000 BTU Suspended/WalIFloor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator A Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment • MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): HVAC will be permitted separately se: Residential: New .... ® Replacement ....❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas....® Other: Indicate type of mechanical work being installed and the quantity below: PERMIT. APPLICATION NOTES - Applicable t o. all"permits in this 8p/illation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 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. BUILDING OWNER OR ORIZED AGENT: Signature: � 9 Print Name: David Tully Mailing Address: 13217 4th Ave SW Date Application Accepted: V:O atttelai Sr.gSpamit p rylic.tS(7 -2WI) Revised: 64-05 bh Date Application Expires: Page 4 WA Cm Stale ZIP Date: 5/ /070 6 Day Telephone: (206) 244 -3282 Seattle WA 98146 -3338 cit Slate Zip Staff Initials: y7 tag- 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 1 10,000, PLUS 524.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more S402.25 for 1'' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME fl u- f f I o meS (COTZ) PERMIT # .Doc. _ 3 6Z /GO,c,c 5 /S4- AYE. S.) 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 $250 (1) 2. Enter total construction cost for each improvement category: Mobili2atjon Erosion prevention Water /Sewer /Surface Water 5oo/500%oo Road/Parking/Access /000 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 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) $ G Z (4) 5. Enter total excavation volume /a cubic yards /0 cubic yards Enter total fill volume Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 2500 �oZ $ • (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITII PERMIT APPLICATION (1 +4+5) $ 3/Z 5 .2 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. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1' 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 – 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more i $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 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 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) 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 exisfng pavement. Use the following table and Bulletin 1B to estimate the p 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. Approved 09.25.02 Last Revised Jan. 2006 2 $ G2 S i- ( WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.011006-1231.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 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 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) • DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9+10) $ 8 w 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 $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 Total A through E $ (9) 0.75" 2.5" $300 $1,000 Temporary Meter 3 Receipt No.: R06-01825 Payee: TULLY HOMES ACCOUNT ITEM LIST: Description BUILDING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 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.cttukwila.wa.us 000/322.100 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 RECEIPT Parcel No.: 5379200066 Permit Number: D06 -362 Address: 16030 51 AV S TUKW Status: APPROVED Suite No: Applied Date: 09/28/2006 Applicant: TULLY HOMES - LOT 2 Issue Date: Initials: JEM Payment Date: 11/15/2006 01:49 PM User ID: 1165 Balance: 60.00 TRANSACTION LIST: Type Method Description Amount Payment Check 5204 3,218.30 Account Code Current Pmts Payment Amount: 63,218.30 2,814.30 250.00 23.50 63.00 63.00 4.50 Total: $3,218.30 doc: Receipt -06 1766 11/15 9716 TOTAL. 3218.&Yited: 11 -15 -2006 City of Zkikwila Payee: TULLY HOMES 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200065 Address 16030 51 AV S TUKW Suite No: Applicant: TULLY HOMES, LOT 2 Receipt No.: R06 -01527 Payment Amount: 1,829.30 Initials: JEM Payment Date: 09/28/2006 11:58 AM User ID: 1165 Balance: $2,818.80 TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 5191 1,829.30 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - RES Account Code 000/345.830 1,829.30 Permit Number D06 -362 Status: PENDING Applied Date: 09/28/2006 Issue Date: Total: 1,829.30 0198 09/28 9710 TOTAL 1829.30 doc: Receipt Printed: 09 -28 -2006 7 P // i/ Type of - / ection: N. ddr ss: Date Called: Special Instructions: Date Wanted: / Cri. L 1 /�"] Requester: Phone No: • INSPECTION RECORD ,\d/ _ Retain a copy with permit {J C� _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. • ( Approved per applicable codes. COMMENTS: spect ,tI00 REINSPECTION E RE paid at 6300 Southcenter Blvd 'Receipt No.: rsrn1 ; i /C i4,1 TI RED. Prior o inspection. fee must be uite 100. Call the schedule reinspection. 'Date: PERM Corrections required prior to approval. Oate: I 7- ey -07 206)431 -3670 /5 Pr /7(c ,{, 'n z1 Type of Ins itio 7 Address: 7(�O 3 o S7 n' S Date Called: Special Instructions: Date Wanted: rf}i. pi Requ � 23-0-7 er: Phi No: x)6 - 4/ Approved per applicable codes. ' Corrections required prior to approval. CO ENTS: AA �� _ / 1 J SW� ° *.d t gc 4? Z i� (p e t a ✓itt -, 1 CIA/r --1,/ a Inspect r. A.-A. ---ti I Date� _ 7 3 - REINSPECTION FEE RE IRED. Pri o inspection. fee must be . INSPE INSPECTION RECORD Retain 8 copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431-3 70 r Blv d., idle 10 0. 11 the sc relnspe (ReceipYNo.: (Date: Pro'ei ct: / 2 //(t, - /Ifw1fS Type of In pection: /1 t. ✓aak ( Address: / /4 5n 5I A1, Date Called: Specia nstructions: Date Wanted: 7 -7S - tar ky.m. Requester: Phone No: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b06 Z Corrections required prior to approval. COMMENTS: i 14WAS t3ZT 1o 0k'106 t/1/4)I c.clIccto 2 33. e Date: � — 7 v-+" (51 0 REINSPECTION FEE REWIRED. Pn o inspection. fee must be pa at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Prgject; /T/ ,,4,�c Type of Inspection: T7c'ot TAX Address: � f /( 3r) S/ Ate Date Called: Specia llnstructions: Date Wanted: 7 - 23-0 7 Requester: Phone &c 77S yo® S ®9pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT I • N NO. CITY OF TUKWILA BUILDING DIVISI O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Z)06 3 6z� PE T O. LL (206)431.3p7 Corrections required prior to approval. COMMENTS: Da s: v r e , / -7 ? -77 REINSPECT1ON FEEViEQUIRER/P o inspection, fee must be at 6300 Southcenter B d., Suite 100. Cat the schedule reinspection. R7rIpt No.: (Date: Project; _ i i 1 X0 /7 I 4OQ ( Type of In n: lJ , li 2 , Address: tee /� - �� C . t: Date Calle3 Specia(inInstructions: Date Wanted:: 7- -0- Requester: Phone No: I INSPECTION RECORD R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COM ENTS: (206)431 -3 D Corrections required prior to approval. $58.00 REINSPECTION SEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cat the schedule reinspection. !Receipt No.: (Date: Pro:e (1 �+t r,. t Type of Inspection: A _ad AiO S -- t ` Date Called: 7�1"t./ Special Instructions: tot 7 - Date Wanted: a.m. K 9 p.m. Requester ci c1( /169. P hone No: No; kid Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. - CITY OF,TUKWILA BUILDING DIVISION 6300 Southceter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 712 °7 f m-) c (N.RA4 12t/47 4:J C LArt4 ?(4'7 V Inspector: am Date: 7 f 4 07 D 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: J ?/M thr,o ,1-672 Type of Inspection: (2,r7 // in /5dd Address: ( /6/5 n 5) 4l1 Date Called: Special Instructions: Date Wanted: y - z 7 a 7 a.m. Request Phone No: --ZO 6 7,9- 9oo r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect .00 REINSP CTION E REQUIRED Prior to inspection, fee must be id at 6300 Southcenter Blvd:, Suite 100. Call to sechedule reinspection. Re eipt No.: (Date: ..... Project: t r % /i._A Type of Inspection: s _ ii . Address: /6 -'. — 5/ AI.5 Date Calle Special Instructions: Date Wanted; / ��� �, ry 91-74-197 m. Requester: Phone No: 006 - 779 — Vm5 INSPECTION RECORD Retain a copy with permit INSPE ION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3610 iR pproved per applicable codes. Corrections required prior to approval. COMMENTS: In $58.00 r SPECTION FE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: Project: -ikt" t Wit- t I-4 c�m� c Z Type of Inspection: r Q i+ ,; v Address: 1 603b 51 n11 Date Called: Special Instructions: Date Wanted: - LI- 1 1 --- 0`7 a.r .. P.m. Requester: Phone No: C)( 7 INSPECTION RECORD Retain a copy with permit INS Ems' ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. " COMMENTS: Insp or: Date: $560 REINSPECTION EE REQUIRED.,frior to inspection, fee must be p ' at 6300 Southcent r Blvd., Suite ( 00. Call to sechedule reinspection. Recerpt No.: (Date: PERM (206)431 -3 Project: 7'// / LI Z Type of Inspection: ' o9 Address � 'o— c-71-0 G Date Called: Special Instructions: • Date Wanted: `/ / -C7 e.rj P.m. Requester: Phone No: � /� 2 , 7/(-`.'.2j INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. IXI Corrections required prior to approval. COMMENTS: /t2 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Pro // /,li 474 e of Inspection: .- 60/ G /o/ /mo,, Address Date Called: Sp ci Instructions: Date Wanted ( a.rry q — y.p'7 p.m• Requester: Phone '26" INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: t1 Date i� ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: 7?' //9 / /DrrG c Type of Inspection: , wA // J,vSr,/l Address: //(2 ? 4 5/ 5//lo S Date Called: Special Instructions: Date Wanted: 1-j/ — /a `C9 7 P.m. Requester: Phone No: 'o .,?ol - 77`i -4 5 1 INSPECTIo o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -36 Corrections required prior to approval. COMMENTS: nspecto $58 J " e a a 0 REINSPECTION I E REQUIRED: Prior to inspection, fee must be d at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date4 Date: Project: Tzi 4 Nom, ( /s /2 Type of Inspection: • /--- /A/ Address: /C S` / .9v 5 Date Called: Special Instructions: Date Wanted: y /a - 0 '7 P.m. Requester: Phone No: EG -775'- 1 /005 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 12 Corrections required prior to approval. 11 COMMENTS: Pt as toes /fret «hti - e h!?/3 f s a r An!) t o o .00 REINSPECTION FEE EQUIRED rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. [Receipt No.: 1Date: Project: T t/%, tir7 < Z Type of Inspection:, - ', �g>,�,a Address: /4f, 30 </ A0 3 Date Called: Special Instructions: Date Wanted: V G - 7 a.m p.m. Requester: Phone No: 2 oG 775 - 4 /o0 5 INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: _Fe> A / N / V rrt J, lax ;4/6 /U1)T S7 fl 6)431 -367 I spe tor: Dal: J 8.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be l aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: COMMENTS: 2 4 ,v4ao ha lip y ` i "-/-r) ai ‘ � d\ti pt 5 Ggy, / EI- i3' s ,tW [ 4-'y 4 O 13 A rr? Yt1 4 L A-T A 14 ; l t' Nu Special Instructions: Date Wanted: _ _ ] a.rn. 7 .lip / Si, /fin re ~se - - #riw5 b 6�ree "n ,uwr_e'l, Phone No: 70 775 - L/ 6 S Projec • 77J/ 4 S & f? Type of Inspection: /_ 72 +-77t t/ 6 Address: - /4030 5 /,u S Date Called: Special Instructions: Date Wanted: _ _ ] a.rn. 7 Requester: Phone No: 70 775 - L/ 6 S INSPE• ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Insro 'Date: $ .00 REINSPECTION EE REQUIRED. P r to inspection, fee muWSe paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit D66 362 PE IT 0 (206)431 -36 Corrections required prior to approval. <`~' Project: of Inspection: O, tl // .Shea -/Imv f , / ?'/ ilk frU r Address: /l.1 fie) s/ 9,, S Date Called: Special Instructions: Date Wanted: m. Requester: Phone No: SG 3� ,� a1-7S3- (7) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3 %Approved per applicable codes. JJ Corrections required prior to approval. COMMENTS: £ or tA-, / (MC.t /u Date: 58.00 REINSPECT'ON FEE REQUIR Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sul e10°. Call to sechedule reinspection. Receipt No.: Date: ' Project: 7> / //9 / /cof< /e /Z Type of Inspection /2ect .S %" /4/v5 Address: i 1 4070 5 /A Date Called: i Special Instructions: Date Wanted: - 3 — / — O 7 �'m. `an,. Requester: Phone No: 0(,- ?Cr 3 -/ 3S INSPECTION RECORD Retain a copy with permit INSP C •N NO. PER CITY OF TU WILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 36 Approved per applicable codes. COMMENTS: Inspector; Date: /_(,) Corrections required prior to approval. $58.00 REINSPECTION - EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Prot: /`, /4 /4 _ua 1.:)7 Type of Inspection: � ,I Date Called: (/ Address: � /42, ?i0 , T/ A. 5 Special Instructions: Date Wanted: al. — Co 7 a.m: Requester: Phone No ,-,2t &, 77 - «/doS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N g_ Approved per applicable codes. Corrections req a for to approval. COMMENTS: •ect• /�asa • " aid REINSPECTION EE REQ ED. Prior t• ' nspection, fee must be /'aid at 6300 Southcenter Blvd., S to 100. C. to sechedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Date: Project: Project:___ Are a Type of Inspe�tidn: Type 5 b Address: /6030 014re S Date Called: �,,.' 0 I �a �q� l'� >. Special Instructions: Date Wanted: Requester: t , Phone No: c( - ,2/X ' a` - 1D -�k 0 a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila, WA 98188 ac Approved per applicable codes. INSPECTION REto( Retain a copy with permir (206)$31.3670 Project 7i / /I/JrnF S hp // Type of Inspection: /.--067 ki l !hi ai Ad Address: / / <63DS /std 5 Date Called: Special Instructions: Date Wanted: ZC 7- O w,- @a p.m. Requester. Phone No 0 6 -17S 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 d46 - . 6 Z C iffiTS pproved per applicable codes. Corrections required prior to approval. COMMENTS: Els K sp' • or: Date: AMA/2 .<.t 77 — d 7 00 REINSPECTION FE REQUIRE. Prior to inspection, fee must be at 6300 Southcenter BILLd., Suite 100. Call to sechedule reinspection. Recel%t No.: Date: Project: id? ...An de Type of Inspection: 20 Gt .rri. , . Addrsj//,,„,, /( / . 01 C7 .4rI.„S Date Called: Special Instructions: • L1 /�, �- R 'v� V6 7 5 00 0wz — dl Date Wanted: -4 -0 equester: Phone No: ? — sio- e o i INSPECTIAN NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. I` COMMENTS: 777m ly El $58.00 INSPECTION IffE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: PERM ( 06) Project: - 7 - 2///c/ /-70m0 Zi7 Type of Inspection: \. f OW / /dV (4 Address: /Go 3o .S/rga S Date Called: Special Instructions: - Date Wanted: Vim. /C 01-02 - 7 P.m. 1i equester: Phone No: -20C 775 - yov S INSPECTION RECORD Retain a copy with permit INSPEC •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: !D EE at�: f L_ MA.), nr� /t L J i $ 00 REINSPE ION EE REQUIRED Prior to inspection, fee must be d at 6300 Southcente Blvd., Suite 00. Call to sechedule reinspection, Receipt No.: Da te: Corrections required prior to approval. Project: 11/ //c> / S Type of Inspection: f ua�'.,✓� Address: /' 3 & s/ 4' 5 Date Called: Special Instructions: Date Wanted: /2 - 20 - c 4 p.m. Requester: Phone No: X06 - 775 — eloo 5 . j INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: e c r: Date: t —mil 58 .00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Pros CO / L Type of Ins ction: \ �(�� Addr i:: [ f _ h z C � Date Ca elf d: Special Instructions: Date Wanted: ( —P Requester: Phone No: COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: proved per applicable codes. D Corrections required prior to approval. 7 / 4 C JATJ (206)431 -3670 Datel `'7i2 A 0 $58.0 fl!(NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: !Date: Project: lu«c-i, I1 0 „nE, 5 Fire Alarm: Typ Inspection: , of Address: / 6 o 3o Suite #: 5/ 4✓ 5. Contact Person: — 121c_ Le_ Special Instructions: Phone No.: Zo& - 7 5- 4'o05 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor:. Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWIiA FIRE DEPARTMENT Uo6 -362- PERMIT NUMBERS 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 - Approved per applicable codes. n Corrections required prior to approval. COMMENTS: ,ZES h - DIL Inspector: Date: 72/0? Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 P Lateral Load Analysis for: Designs Unlimited CODE COMPLIANCE Plan 3360/3 - "Emanuel) NOV 14 2006 King County Default Per 2003 l5C using Qlat v 4. PILE' copy r Seismic Design Data (Equivalent Force) Importance Factor 1.0 Ss and Sd .84,1.50 Site Class Sd1 and SDs 0.56, 1.00 Seismic Design Category D Force resisting System WSP Shear Walls Design Base Shear 6.2`x, 6.0`y Cs 0.110 (ASP) R 65 (OSD) Wind Data (simplified Method, 10 psf min controls design) Exposure 'B' Wind Speed 85 mph (3 sec) Snow Load 25 psf October 15, 2005 This lateral design has been personally reviewed by me and it i5 in full compliance with the 2003 International Building Code. . croft RECEIVED CITY OFTIIKWILP SEP 2 8 2006 Duo PER T NITER roor C 26.0 D E 42.0 46.0 Hgld 3 29.0 1 1 10 -13 -2005 3360 -3 4 60.0 7/16" Wood Structural Panel w/ 1Od Box Mr II/ Species ]= Simpson Strong-Tie Holdown] C Gr III Species C Simpson Cnnotr w-- Exceeds maximum table value D 42 noldcdowns Struts 10 -13 -2005 3360 -3 4 50.0 ..I 1 2 2 2 2 Simpson ierwoldownl w/ 1Od Box [ Gr Simpson Cnnctr ]] *- Exceeds maximum table value Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 2 1 1 1 2 1 2 1 2 4 1 1 2 4 2 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD * Exceeds table capacity - None required 1 1 1 1 1 1 2 1 1 3 1 1 1 4 1 1 1 1 1 4 2 1 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 1 SW selection based on file: W7HF10BW.TBL HD selection based on file: HCWA.TBL OCWA.TBL Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 A 1 1 2 A 2 1 - - 2 A 3 1 - - 2 D 1 1 1 1 2 D 2 1 1 1 2 C 3 1 2 2 2 C 4 1 2 2 1 A 0 - - - 1 B 1 1 1 B 2 1 - 1 B 3 1 - 1 C 1 1 1 C 2 1 1 D 1 4 5 5 1 D 2 4 5 5 1 E 0 - - - * Exceeds table capacity - None required WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 1 SW selection based on file: W7HF10BW.TBL HD selection based on file: HCWA.TBL OCWA.TBL � L Jl1CC.L YYQ11 JL11CUUSC [ 7/16" Wood Structural 1 L',21 111 J1JCl.1C`l f Panel w/ 10d Box] Shear Wall Edge Anchor Bottom Rim /Blk to Allow 3W Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Klf) rHN Md' UIWON 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 1 7/16" OSB(1) l0d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1 7/16" OSB(1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w/12 -8d 0.45 1,3,5 7/16" OSB(1) l0d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 1,3,5 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 1 -6 7/16" OSB(2) l0d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -6 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 1 -6 [ Shear Wall Notes 3 GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C- C /C- D /Struct II Plywood. 2) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls >0.35 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 7) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. — 11USUUWi1 J(:ileuUle [ Simpson Strong [ Simpson 2004 ] I Ui -Tie Holdown] Catalog ] 111 Jpp ] — Foundation Level A Type Stud Fastner Anchor Cap Detail ?e to Stud Bolt Kips Number loo--701 UI'Pt,flup CS18(36 ") N N N N 01 IA IA IA NNNNN xxxxxxxxx (24) 16d - -- 2.37 (2)CS20(36 ") (2)2x (28) 16d - -- 2.99 (2)CS18(36 ") (2)2x (38) 16d - -- 4.43 (2)CS16(48 ") (2)2x (18)SDS3 7/8 "0 5.86 in to oa d (24)SDS3 7/8 "0 6.73 2)MST48 (2)3x (20)SDS3 7/8 "0 8.33 2)MST60 (2)3x (4)7/8 "» 7/8 "0 9.54 2)MST72 (2)3x (4) 1" Qi 1" 0 11.08 HD15 6x (5) 1" 0 1 -1 /4 "0 15.30 = 11o1aown Jcneause J ( Simpson Strong -Tie Simpson 2003 Catalog L UL Holdown ] ] 111 J JJec 1e b J Other Levels Type Stud Fastener Tie Cap Detail Type to Stud Rod Kips Number loo--701 UI'Pt,flup CS18(36 ") 2x (18)10d - -- 1.27 (2)CS20(36 ") (2)2x (18) 8d ea - -- 2.01 (2)CS18(36 ") (2)2x (18)10d ea - -- 2.54 (2)CS16(48 ") (2)2x (28) 8d ea 3.30 MST72 3x (56)16d ea - -- 5.80 2)MST48 (2)3x (42)16d ea - -- 7.63 2)MST60 (2)3x (46)16d ea - -- 8.92 2)MST72 (2)3x (56)16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 "0 15.30 ( Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHDS, STHD1ORJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. i The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" fide for 1-story buildings, 8" wide for buildings having 2 or more stories - L14 ■LLut. [ Simpson Cnnctr [ Simpson 1996 OGI1CUUSC J LVL. ] Catalog ) 1/11 S1JCL.SC.11- DS Conn Drag Fastner Thru Cap Note # Type Strut to Cnnctr Rod Kip: 24 " -CS16 DBL TOP PL (22) -l0d -- 1.65 rig -Irlrl rl NNNN (2)24 " -CS16 DBL TOP PL (22) -10d ea -- 3.3( (3)24 " -CS16 4x 6 (22) -10d ea -- 4.95 155 "- CMST14 4x 6 (88) -10d -- 6.79 VI 202 "- CMST12 4x 6 (118) -10d -- 9.64 (2) -HD14A 4x 6 ea (4)- 1" 0 1" 0 11.08 (2) -HD15 6x10 ea (5)- 1" 0 1 -1 /4 "0 15.30 (4) -HD10A 6x10 ea (4) -7/8 "0 7/8 "0 19.80 (4) -HD15 6x10 ea (5)- 1" 0 1 -1/4 "0 30.61 [ Drag Strut Notes ] GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 SUMMARY SHEET SEISMIC DATA: ManualIBC WIND DATA: ManualIBC Ht (ft) 8.0 - Story 2 8.0 - Story 1 BSF Y -Axis = 0.110 BSF X -Axis = 0.110 Snow Factor = 0.250 Wind Exposure = B Wind Speed = 85 Structure = Encl /Unencl Imp Factor = 1.00 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 1 of 7 Load Summary 11 to Y 11 to X Level (K) DL Seis Wind DL Seis Wind 2 - 25.0 3.8 7.5 24.4 3.7 6.3 1 - 31.0 2.4 4.0 30.4 2.3 3.7 Base Total 6.2 11.5 6.0 10.0 Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 INPUT DATA - Walls WALLS Parallel to X -Axis Y Y X WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 2 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y -Axis X X Y Story 2 Line 1 Wall 1 0.0 0.0 0.0 8.0 18.0 18.0 0.015 0.0 2.0 0.0 Wall 2 0.0 0.0 21.0 8.0 21.0 21.0 0.015 0.0 2.0 0.0 Line 4 Wall 1 50.0 50.0 4.0 8.0 14.0 14.0 0.015 0.0 2.0 0.0 Wall 2 50.0 50.0 25.0 8.0 17.0 17.0 0.015 0.0 2.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 6.0 8.0 21.0 21.0 0.015 0.0 2.0 0.0 Wall 2 0.0 0.0 31.0 8.0 15.0 15.0 0.015 0.0 2.0 0.0 Line 3 Wall 1 29.0 29.0 26.0 8.0 20.0 20.0 0.015 0.0 2.0 0.0 Line 4 Wall 1 50.0 50.0 6.0 8.0 12.0 12.0 0.015 0.0 2.0 0.0 Wall 2 50.0 50.0 25.0 8.0 17.0 17.0 0.015 0.0 2.0 0.0 Story 2 Line A Wall 1 0.0 0.0 0.0 8.0 6.0 6.0 0.015 0.0 26.0 0.0 Wall 2 0.0 0.0 18.0 8.0 14.0 14.0 0.015 0.0 26.0 0.0 Wall 3 0.0 0.0 38.0 8.0 8.0 8.0 0.015 0.0 26.0 0.0 Line D Wall 1 42.0 42.0 0.0 8.0 4.5 4.5 0.015 0.0 26.0 0.0 Wall 2 42.0 42.0 10.0 8.0 4.5 4.5 0.015 0.0 26.0 0.0 Wall 3 42.0 42.0 36.0 8.0 3.0 3.0 0.015 0.0 26.0 0.0 Wall 4 42.0 42.0 47.0 8.0 3.0 3.0 0.015 0.0 26.0 0.0 Story 1 Line A Wall 0 0.0 0.0 4.0 0.0 0.0 0.0 0.015 0.0 10.0 0.0 Line B Wall 1 2.0 2.0 4.0 8.0 10.0 10.0 0.015 0.0 10.0 0.0 Wall 2 2.0 2.0 25.0 8.0 7.0 7.0 0.015 0.0 10.0 0.0 Wall 3 2.0 2.0 37.0 8.0 9.0 9.0 0.015 0.0 10.0 0.0 Line C Wall 1 26.0 26.0 7.0 8.0 14.0 14.0 0.015 0.0 10.0 0.0 Wall 2 26.0 26.0 24.0 8.0 5.0 5.0 0.015 0.0 10.0 0.0 Line D Wall 1 42.0 42.0 36.0 8.0 3.0 3.0 0.015 0.0 10.0 0.0 Wall 2 42.0 42.0 47.0 8.0 3.0 3.0 0.015 0.0 10.0 0.0 Line E Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 3 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X -Axis Y Y X Wall 0 46.0 46.0 0.0 0.0 0.0 0.0 0.015 0.0 10.0 0.0 Designs Unlimited Time : 07:26:34 Date : 10-26-2005 LINES Parallel Roof Level Lines 1 4 Level 1 Lines 1 3 Lines 3 4 to Y-Axis LINES Parallel to X-Axis Roof Level Lines A D Level 1 Lines A B Lines B C Lines C D Lines D E INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Wind Wind Dimen Load Load Load Dia Dia Wall Load Uplift (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) (MI) (ksf) 42.0 0.010 0.000 0.000 0.0 0.010 0.150 0.000 46.0 0.010 0.000 0.000 46.0 0.010 0.000 0.000 50.0 0.010 0.000 0.000 0.0 0.010 0.150 0.000 50.0 0.010 0.000 0.000 50.0 0.010 0.000 0.000 50.0 0.010 0.000 0.000 50.0 0.010 0.000 0.000 WOODCAD QLAT (Pro V4.0) File: 3360-3 Page: 4 of 7' 0.0 0.010 0.080 0.000 0.0 0.010 0.080 0.000 0.0 L 0.010 0.080 0.000 0.0 0.010 0.080 0.000 0.0 0.010 0.080 0.000 0.0 R 0.010 0.080 0.000 Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 OUTPUT DATA - Shear Walls and Holddown Forces WALLS Parallel to Y -Axis Story 2 Redundancy Factor 1.00 Ln 1 1.9 2.7 WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 Ln A 1.9 2.2 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 5 of 7 Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght (k) (k) (klf)# (klf) ## W (K) (K) (K) (K) Wall 1 0.049 0.069 0.4 0.0 0.0 Wall 2 0.049 0.069 0.4 0.0 0.0 Ln 4 1.9 2.7 Wall 1 0.061 0.086 0.6 0.4 0.0 Wall 2 0.061 0.086 0.5 0.5 0.0 Story 1 Redundancy Factor 1.00 Ln 1 2.6 3.5 Wall 1 0.072 0.097 0.4 0.0 0.0 Wall 2 0.072 0.097 0.5 0.0 0.0 Ln 3 1.2 1.4 Wall 1 0.059 0.071 0.4 1.1 0.0 Ln 4 2.4 3.3 Wall 1 0.083 0.113 0.7 0.0 0.0 1.0 1.0 Wall 2 0.083 0.113 0.5 0.0 0.0 Wall 1 0.066 0.080 1.3 0.0 0.3 Wall 2 0.066 0.080 0.6 0.5 0.2 Wall 3 0.066 0.080 1.0 0.0 0.3 Ln D 1.9 2.2 Wall 1 0.124 0.150 1.8 0.0 0.7 1.1 1.1 Wall 2 0.124 0.150 1.8 0.3 1.0 1.1 1.1 Wall 3 0.165 0.150 2.7* 0.4 0.0 1.3 1.3 Wall 4 0.165 0.150 2.7* 0.4 0.0 1.3 1.3 Story 1 Redundancy Factor 1.00 Ln A 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 Ln B 2.6 3.0 Wall 1 0.098 0.117 0.8 0.2 0.3 Wall 2 0.098 0.117 1.1 0.3 0.0 Wall 3 0.098 0.117 0.9 0.3 0.2 Ln C 1.0 1.1 Wall 1 0.053 0.060 0.6 0.2 0.5 Wall 2 0.053 0.060 1.6 0.4 0.7 Ln D 3.3 2.9 Wall 1 0.546 0.489 2.7* 0.7 0.3 6.5 6.5 Wall 2 0.546 0.489 2.7* 0.4 0.0 6.5 6.5 Ln E 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 Designs Unlimited Time : 07:26:34 Date : 10-26-2005 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind --- Lt Rt Left Rght (k) (k) (k1f)# (k1f)## W (K) (K) (K) (K) WALLS Parallel to X-Axis WOODCAD QLAT (Pro V4.0) File: 3360-3 Page: 6 of 7 S-Support required beneath holddown M-Manaul input of holddown # Adjusted per Table 2305.3.3 ##Adjusted per 2306.4.1 Designs Unlimited Time : 07:26:34 Date : 10 -26 -2005 LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 7 of 7 Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Kit) (Klf) (Kip).xxL Roof Level Lines 1 4 1.2 3.80 7.50 0.05 -0.05 0.09 -0.09 1.1 .50 Level 1 Lines 1 3 0.6 1.37 2.32 0.01 -0.01 0.03 -0.03 0.2 .50 Lines 3 4 0.5 0.99 1.68 0.01 -0.01 0.02 -0.02 0.1 .50 LINES Parallel to X -Axis Roof Level Lines A D 0.8 3.71 6.30 0.04 -0.04 0.06 -0.06 0.7 .50 Level 1 Lines A B 0.0 0.10 0.16 -0.04 -0.04 -0.06 -0.07 0.1 .99 Lines B C 0.5 1.21 1.92 0.01 -0.01 0.02 -0.02 0.1 .50 Lines C D 0.3 0.80 1.28 0.01 -0.01 0.01 -0.01 0.1 .50 Lines D E 0.1 0.20 0.32 0.00 0.00 0.01 0.00 0.0 .00 Designs Unlimited Time : 07:26:35 Date : 10 -26 -2005 * * * * * * * * ** Detailed Calculations * * * * * * * * ** WALLS Parallel to Y -Axis Story 2 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 8.0 SW Len Seismic 0.877 7.970 0.020 LT 0.000 RT 0.000 LT -0.443 RT -0.443 LT 19.278 RT 19.278 LT -0.628 RT -0.628 Wall 2 Height 8.0 SW Len Seismic 1.024 9.299 0.020 LT 0.000 RT 0.000 LT -0.443 RT -0.443 LT 26.240 RT 26.240 LT -0.807 RT -0.807 Wall 1 Height 8.0 SW Len Seismic 0.859 7.608 0.020 LT 0.000 RT 0.000 LT -0.543 RT -0.543 LT 11.662 RT 11.662 LT -0.290 RT -0.290 Wall 2 Height 8.0 SW Len Seismic 1.043 9.238 0.020 LT 0.000 RT 0.000 LT -0.543 RT -0.543 LT 17.195 RT 17.195 LT -0.468 RT -0.468 Wall 1 Height 8.0 SW Len Seismic 1.508 13.172 0.020 LT 0.000 RT 0.000 LT -0.627 RT -0.627 LT 26.240 RT 26.240 LT -0.622 RT -0.622 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 1 18.0 HD Len 18.0 Wt 0.015 Wind 1.731 13.846 0.020 LT 0.000 RT 0.000 LT -0.769 RT -0.769 LT 15.196 RT 15.196 LT -0.075 RT -0.075 21.0 HD Len 21.0 Wt 0.015 Wind 2.019 16.154 0.020 LT 0.000 RT 0.000 LT -0.769 RT -0.769 LT 20.683 RT 20.683 LT -0.216 RT -0.216 14.0 HD Len 14.0 Wt 0.015 Wind 1.694 13.548 0.020 LT 0.000 RT 0.000 LT -0.968 RT -0.968 LT 9.192 RT 9.192 LT 0.311 RT 0.311 17.0 HD Len 17.0 Wt 0.015 Wind 2.056 16.452 0.020 LT 0.000 RT 0.000 LT -0.968 RT -0.968 LT 13.554 RT 13.554 LT 0.170 RT 0.170 21.0 HD Len 21.0 Wt 0.015 Wind 2.864 22.913 0.020 LT 0.000 RT 0.000 LT -1.091 RT -1.091 LT 20.683 RT 20.683 LT 0.106 RT 0.106 Designs Unlimited Time : 07:26:35 Date : 10 -26 -2005 WALLS Parallel to Y -Axis Story 1 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 3 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 2 Height 8.0 SW Len Seismic 1.077 9.408 0.020 LT 0.000 RT 0.000 LT -0.627 RT -0.627 LT 13.387 RT 13.387 LT -0.265 RT -0.265 Wall 1 Height 8.0 SW Len Seismic 1.179 10.486 0.020 LT 0.000 RT 0.000 LT -0.524 RT -0.524 LT 23.800 RT 23.800 LT -0.666 RT -0.666 Wall 1 Height 8.0 SW Len Seismic 0.992 8.566 0.020 LT 0.000 RT 0.000 LT -0.714 RT -0.714 LT 8.568 RT 8.568 LT -0.000 RT -0.000 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 2 15.0 HD Len 15.0 Wt 0.015 Wind 2.046 16.367 0.020 LT 0.000 RT 0.000 LT -1.091 RT -1.091 LT 10.552 RT 10.552 LT 0.388 RT 0.388 20.0 HD Len 20.0 Wt 0.015 Wind 2.000 16.000 0.020 LT 0.000 RT 0.000 LT -0.800 RT -0.800 LT 18.760 RT 18.760 LT -0.138 RT -0.138 12.0 HD Len 12.0 Wt 0.015 Wind 1.899 15.194 0.020 LT 0.000 RT 0.000 LT -1.266 RT -1.266 LT 6.754 RT 6.754 LT 0.703 RT 0.703 Wall 2 Height 8.0 SW Len 17.0 HD Len 17.0 Wt 0.015 Seismic 1.405 12.135 0.020 LT 0.000 RT 0.000 LT -0.714 RT -0.714 LT 17.195 RT 17.195 LT -0.298 RT -0.298 Wind 2.691 21.525 0.020 LT 0.000 RT 0.000 LT -1.266 RT -1.266 LT 13.554 RT 13.554 LT 0.469 RT 0.469 Designs Unlimited Time : 07:26:35 Date : 10 -26 -2005 WALLS Parallel to X -Axis Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line A Wall Force: OTM • Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line D Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line D Wall Force: OTM Wall 1 Height 8.0 SW Len Seismic 0.397 3.495 0.260 LT 0.000 RT 0.000 LT -0.583 RT -0.583 LT 5.814 RT 5.814 LT -0.386 RT -0.386 Wall 2 Height 8.0 SW Len Seismic 0.927 8.156 0.260 LT 0.000 RT 0.000 LT -0.583 RT -0.583 LT 31.654 RT 31.654 LT -1.678 RT -1.678 Wall 3 Height 8.0 SW Len Seismic 0.530 4.660 0.260 LT 0.000 RT 0.000 LT -0.583 RT -0.583 LT 10.336 RT 10.336 LT -0.709 RT -0.709 Wall 1 Height Seismic 0.556 4.688 0.260 LT 0.000 RT 0.000 LT -1.042 RT -1.042 LT 3.270 RT 3.270 LT 0.315 RT 0.315 Wall 2 Height Seismic 0.556 4.688 Uniform DL: 0.260 Header DL : LT 0.000 RT 0.000 Max Down LT -1.042 RT -1.042 Res Moment: LT 3.270 RT 3.270 Holddown LT 0.315 RT 0.315 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 3 6.0 HD Len 6.0 Wt 0.015 Wind 0.675 5.400 0.260 LT 0.000 RT 0.000 LT -0.900 RT -0.900 LT 4.583 RT 4.583 LT 0.136 RT 0.136 14.0 HD Len 14.0 Wt 0.015 Wind 1.575 12.600 0.260 LT 0.000 RT 0.000 LT -0.900 RT -0.900 LT 24.951 RT 24.951 LT -0.882 RT -0.882 8.0 HD Len 8.0 Wt 0.015 Wind 0.900 7.200 0.260 LT 0.000 RT 0.000 LT -0.900 RT -0.900 LT 8.147 RT 8.147 LT -0.118 RT -0.118 8.0 SW Len 4.5 HD Len 4.5 Wt 0.015 Wind 0.945 7.560 0.260 LT 0.000 RT 0.000 LT -1.680 RT -1.680 LT 2.578 RT 2.578 LT 1.107 RT 1.107 8.0 SW Len 4.5 HD Len 4.5 Wt 0.015 wind 0.945 7.560 0.260 LT 0.000 RT 0.000 LT -1.680 RT -1.680 LT 2.578 RT 2.578 LT 1.107 RT 1.107 Designs Unlimited Time : 07:26:35 Date : 10 -26 -2005 WALLS Parallel to X -Axis Story 2 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 3 Height 8.0 SW Len Seismic 0.371 3.125 0.260 LT 0.000 RT 0.000 LT -1.042 RT -1.042 LT 1.454 RT 1.454 LT 0.557 RT 0.557 Wall 4 Height 8.0 SW Len Seismic 0.371 3.125 0.260 LT 0.000 RT 0.000 LT -1.042 RT -1.042 LT 1.454 RT 1.454 LT 0.557 RT 0.557 Wall 0 Height 0.0 SW Len Seismic 0.000 0.000 0.100 LT 0.000 RT 0.000 LT -0.000 RT -0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 Wall 1 Height Seismic 0.984 8.397 0.100 LT 0.000 RT 0.000 LT -0.840 RT -0.840 LT 9.350 RT 9.350 LT -0.095 RT -0.095 Wall 2 Height 8.0 SW Len Seismic 0.689 5.878 Story 1 Line B Wall Force: OTM Uniform DL: 0.100 Header DL : LT 0.000 RT 0.000 Max Down LT -0.840 RT -0.840 Res Moment: LT 4.582 RT 4.582 Holddown LT 0.185 RT 0.185 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 4 3.0 HD Len 3.0 Wt 0.015 wind 0.630 5.040 0.260 LT 0.000 RT 0.000 LT -1.680 RT -1.680 LT 1.146 RT 1.146 LT 1.298 RT 1.298 3.0 HD Len 3.0 Wt 0.015 Wind 0.630 5.040 0.260 LT 0.000 RT 0.000 LT -1.680 RT -1.680 LT 1.146 RT 1.146 LT 1.298 RT 1.298 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.100 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 8.0 SW Len 10.0 HD Len 10.0 Wt 0.015 Wind 1.642 13.138 0.100 LT 0.000 RT 0.000 LT -1.314 RT -1.314 LT 7.370 RT 7.370 LT 0.577 RT 0.577 7.0 HD Len 7.0 Wt 0.015 Wind 1.150 9.197 0.100 LT 0.000 RT 0.000 LT -1.314 RT -1.314 LT 3.611 RT 3.611 LT 0.798 RT 0.798 Designs Unlimited Time : 07:26:35 Date : 10 -26 -2005 WALLS Parallel to X -Axis Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line D Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line D Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 3 Height Seismic 0.885 7.557 0.100 LT 0.000 RT LT -0.840 RT LT 7.574 RT LT -0.002 RT Wall 1 Height 8.0 SW Len Seismic 0.740 6.662 0.100 LT 0.000 RT 0.000 LT -0.476 RT -0.476 LT 18.326 RT 18.326 LT -0.833 RT -0.833 Wall 2 Height 8.0 SW Len Seismic 0.264 2.379 0.100 LT 0.000 RT 0.000 LT -0.476 RT -0.476 LT 2.338 RT 2.338 LT 0.008 RT 0.008 Wall 1 Height Seismic 1.228 9.986 0.100 LT 0.000 RT LT -3.329 RT LT 0.841 RT LT 3.048 4T Wall 2 Height 8.0 SW Len Seismic 1.228 9.986 0.100 LT 0.000 RT 0.000 LT -3.329 RT -3.329 LT 0.841 RT 0.841 LT 3.048 RT 3.048 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 5 8.0 SW Len 9.0 HD Len 9.0 Wt 0.015 Wind 1.478 11.825 0.100 0.000 LT 0.000 RT 0.000 - 0.840 LT -1.314 RT -1.314 7.574 LT 5.970 RT 5.970 - 0.002 LT 0.651 RT 0.651 14.0 HD Len 14.0 Wt 0.015 Wind 1.179 9.432 0.100 LT 0.000 RT 0.000 LT -0.674 RT -0.674 LT 14.445 RT 14.445 LT -0.358 RT -0.358 5.0 HD Len 5.0 Wt 0.015 Wind 0.421 3.368 0.100 LT 0.000 RT 0.000 LT -0.674 RT -0.674 LT 1.842 RT 1.842 LT 0.305 RT 0.305 8.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Wind 2.055 16.440 0.100 0.000 LT 0.000 RT 0.000 -3.329 LT -5.480 RT -5.480 0.841 LT 0.663 RT 0.663 3.048 LT 5.259 RT 5.259 3.0 HD Len 3.0 Wt 0.015 Wind 2.055 16.440 0.100 LT 0.000 RT 0.000 LT -5.480 RT -5.480 LT 0.663 RT 0.663 LT 5.259 RT 5.259 Designs Unlimited Time : 07:26:35 Date : 10 -26 -2005 WALLS Parallel to X -Axis Story 1 Line E Wall Force: OTM . Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 0 Height 0.0 Seismic 0.000 0.000 0.100 LT 0.000 RT 0. LT -0.000 RT -0. LT 0.000 RT 0. LT -0.000 RT -0. WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 6 SW Len 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.100 000 LT 0.000 RT 0.000 000 LT 0.000 RT 0.000 000 LT 0.000 RT 0.000 000 LT -0.000 RT -0.000 Designs Unlimited Time : 07:26:36 Date : 10 -26 -2005 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K 2 4 1 50.00 4.00 0.00 0.31 1 4 1 50.00 6.00 0.00 1.01 2 4 2 50.00 25.00 0.00 0.17 1 4 2 50.00 25.00 0.00 0.64 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 1 Designs Unlimited Time : 07:26:36 Date : 10 -26 -2005 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall RIGHT END SETS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 1 1 1 0.00 27.00 0.00 0.06 1 1 2 0.00 46.00 0.00 0.17 2 4 1 50.00 18.00 0.00 0.31 1 4 1 50.00 18.00 0.00 1.01 2 4 2 50.00 42.00 0.00 0.17 1 4 2 50.00 42.00 0.00 0.64 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 2 Designs Unlimited Time : 07:26:36 Date : 10 -26 -2005 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K 2 C 3 36.00 42.00 0.56 1.30 1 D 1 36.00 42.00 3.61 6.56 2 C 4 47.00 42.00 0.56 1.30 1 D 2 47.00 42.00 3.61 6.56 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 3 Designs Unlimited Time : 07:26:36 Date : 10 -26 -2005 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 2 A 1 6.00 0.00 0.00 0.14 2 C 3 39.00 42.00 0.56 1.30 1 D 1 39.00 42.00 3.61 6.56 2 C 4 50.00 42.00 0.56 1.30 1 D 2 50.00 42.00 3.61 6.56 WOODCAD QLAT (Pro V4.0) File: 3360 -3 Page: 4 a DESIGNS UNLIMITED STOCK PLANS • CUSTOM DESIGN • r ALE Copy Gravity Load Analysis PLAN 3360A/3 Beam Calculations using Beam Chek 2,4 Software and/or TJBeam 6.16 Software 2001 NDS 4/7/2006 REVIEWED FOR CODE COMPLIANCE t- . fi nnnf%/CA NOV 1 4 2006 Of Tukwila BUILDING DIVISION , ns. t RECEIVED CITY ()FTI IKWILP SEP 2 8 2006 PERMIT CENTER 19613. 81st Ave S • Suite F • Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 • \n /chcito• InAAAAt rlocinnci inlimif-orl r•nm 3360N3 M.BED Selection Conditions Data A ribu e Actual Critical Status Ratio Values Adjustments R1 =2882 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 3 -118x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 4.4 In' R2= 4.4 In' Section (in') Shear (in') TL Defl (in) Fb (psi) BM1 Prepared by: M.A Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 6.5 ft 6.83 # 44 # 4684 IS L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 2882 # Reaction 2 TL 2882 # 2882 # 2217 # L/750 42.19 23.42 OK 56% 28.13 13.86 OK 49% 0.10 0.33 OK 32% Fv (psi) E (psi x mil) Base Values 2400 240 Base Adjusted 2400 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL: 880 = A Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/28/06 R2 = 2882 Fc I (psi) 3360A/3 M.BED Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 2882 BeamChek v2005 Iicensed to: Designs Unlimited Reg # 8101 -1456 BM2 Prepared by: M.A Min Bearing Area Section (in') R1= 4.4 in R2= 4.4 in Shear (In TL Defl (in) Fb (psi) Fv (psi) E (psi x mil) Uniform TL: 880 = A Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/28/06 3 -1 /8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 6.5 ft 6.83 # 44 # 4684 '# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 2882 # 2882 # 2217 # L/750 Reaction 2 TL 2882 # 42.19 23.42 OK 56% 28.13 13.86 OK 49% 0.10 0.33 OK 32% R2 = 2882 Fc I (psi) Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 3360A/3 M.BATH Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 2442 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM3 Prepared by: M.A Date: 3/28/06 4x 10 HE #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 6.0 in' R2= 6.0 in' Beam Span Beam Wt per ft Bm WI included Max Moment TL Max Defl 5.5 ft 7.87 # 43 # 3357'# L / 240 Reaction 1 TL 2442 # Reaction 2 TL Maximum V 2442 # Max V (Reduced) 1757 # TL Actual Dell L / >1000 2442 # Section (in') Shear (in') TL Defl (in) 49.91 39.50 OK 79% 32.38 17.57 OK 54% 0.06 0.28 OK 22% Fb (psi) Fv (psi) E (psi x mil Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 880 = A Uniform Load A SPAN= 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 2442 Fc I (psi) 3360A/3 BED 4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 0 R1 = 1994 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 4.9 in' R2= 4.9 in Section (in') Shear (in TL Defl (in) Fb (psi) BM4 Prepared by: M.A Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 4.5 ft 6.17 # 28 # 2243'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1994 # 1994 # 1458 # L / 956 Reaction 2 TL 1994 # 30.66 24.36 OK 79% 25.38 14.58 OK 57% 0.06 0 23 OK 25% Fv (psi) E (psi x mil) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 880 = A Uniform Load A SPAN = 4.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/28/06 R2 = 1994 Fc1 (psi) 3360A/3 LOFT Selection Conditions aid A rib to Actual Critical Status Ratio Va Adiustments Loads R1 = 530 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.3 in R2= 1.3 in Section (In') Shear (in TL Defl (in) Fb (psi) BM5 Prepared by: M.A Date: 3/28/06 Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 8.5 ft 4.68 # 40 # 1126'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 530 # 530 # 473 # L/440 Reaction 2 TL 530 # 17.65 12.23 OK 69% 19.25 4.73 OK 25% 0.23 0.43 OK 55% Fv (psi) E (psi x mil) Fel (psi) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1 300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 120 = A Uniform Load A SPAN =8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 530 3360A/3 LOFT Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 530 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM7 Prepared by: M.A 4x6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.3 in' R2= 1.31n Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 8.5 ft 4.68 # 40 # 1126'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 530 # 530 # 473 # L / 440 Reaction 2 TL 530 # Section (in') Shear (in') TL Defl (in) Date: 3/28/06 17.65 12.23 OK 69% 19.25 4.73 OK 25% 0.23 0.43 OK 55% Fb (psi) Fv (psi) E (psi x mil) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 120 = A Uniform Load A SPAN =8.5FT Uniform and partial uniform loads are Ibs per Pineal ft. R2 = 530 Fc l (psi) 3360A/3 LOFT Selection Conditions PiAq Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 2442 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM8 Prepared by: M.A NDS 2001 Min Bearing Area R1= 6.0 in' R2= 6.0 in Section (in') Shear (in TL Defl (in) Fb (psi) Fv (psi) E (psi x mil) Uniform TL: 880 = A Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/28/06 4x 10 HF #2 Lu = 0.0 Ft Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 5.5 ft 7.87 # 43 # 3357 It L/240 Reaction 1 TL 2442 # Maximum V 2442 # Max V (Reduced) 1757 # TL Actual Defl L / >1000 Reaction 2 TL 2442 # 49.91 39.50 OK 79% 32.38 17.57 OK 54% 0.06 0 28 OK 22% /\ R2 = 2442 Fc I (psi) Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 • 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 3360A/3 BED3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 =530 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.3 in' R2= 1.3 in' Section (in Shear (in') TL Defl (in) Fb (psi) BM9 Prepared by: M.A Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 8.5 ft 4.68 # 40 # 1126'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 530 # 530 # 473 # L/440 Reaction 2 TL 530 # 17.65 12.23 OK 69% 19.25 4.73 OK 25% 0.23 0.43 OK 55% Fv (psi) E (psi x mil) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 120 = A Uniform Load A SPAN = 8.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/28/06 /\ R2 = 530 Fc I (psi) 3360A/3 BED2 Selection Conditions Pate Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 400 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM10 Prepared by: M.A NDS 2001 Min Bearing Area R1= 1.0in' R2= 1.01n Section (1n Shear (in TL Defl (in) Fb (psi) Fv (psi) E (psi x mil) Uniform TL: 120 = A Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/26/06 4x 4 HF #2 Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 6.5 if 2.98 # 19 # 649'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 400 # 400 # 364 # L / 257 Reaction 2 TL 400 # 7.15 6.11 OK 86% 12.25 3.64 OK 30% 0.30 0.33 OK 93% R2 = 400 Fc I (psi) Base Values 850 Base Adjusted 1275 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.500 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 3360A/3 DEN Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 3118 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 10 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 7.7 in R2= 7.7 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.5 ft 7.87 # Reaction 1 TL 3118 # 35 # Maximum V 3118 # 3508 Max V (Reduced) 2050 # L / 240 TL Actual Defl L / >1000 Reaction 2 TL 3118 # Section (in Shear (in TL Dell (in) 49.91 41.27 OK 83% 32.38 20.50 OK 63% 0.04 0.23 OK 19% Fb (psi) Fv (psi) BM12 Prepared by: M.A E (psi x mil) Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 0 Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 1378 = A Uniform Load A SPAN = 4.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/29/06 R2 = 3118 Fc I (psi) 3360A/3 UFF(FAMILY) Selection Conditions Data Attributes Actual Critical Status Ratio Values ,4diustments Loads Pt loads: R1 =230 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 - 1456 4x 12 DF -L #2 Lu =O.OFt Lu @OH =0.OFt Overhang, NDS 2001 Min Bearing Area R1= 0.4 in R2= 6.4 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 15.66 ft 9.57 # 171 # 5916'# L/240 Reaction 1 TL 230 # Maximum V 3034 # Max V (Reduced) 2963 # TL Actual Defl L / < -1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 4010 # 2.0 ft 17.86 ft L / 420 Section (in Shear (in TL Defl (in) 73.83 71.71 OK 97% 39.38 24.69 OK 63% -0.09 0.79 OK 11% Fb (psi) Base Values 900 Base Adjusted 990 180 160 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 CI Stability @ OH 1.0000 Rb = 0.00 Le © OH = 0.00 Ft Point TL Distance F = 2882 (OH) 2.0 BM13A Prepared by: M.A Fv (psi) BACKSPAN = 15.86 FT E (psi x mil Uniform TL: 67 = A Par Unif TL K = 67 (OH) Date: 3/29/06 Uniform Load A I K Lr1 OH TL Defl 0.11 0 20 OK 57% Fc I (psi) /\ R2 = 4010 OH = 2 FT (Uniform Ld on Backspan Start End 0 2.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. 3360A/3 FAMILY Selection Conditions Data Affributes Actual Critical Status Ratio Values Adiustments Loads Pt loads: i R1 = 4987 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 3 -118x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 7.7 in' R2= 9.8 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 5.5 ft 7.97 # 44 # 9341 '# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4987 # 6343 # 5179 # L/739 Reaction 2 TL 6343 # Section (in') Shear (in') TL Defl (in) Point TL B = 4010 Fb (psi) Distance 3 68 BM13 Prepared by: M.A 57.42 46.71 OK 81% 32.81 32.37 OK 99% 0.09 0.28 OK 32% Fv (psi) E (psi x mil) Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 1323 = A Uniform Load A B SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/29/06 R2 = 6343 Fc I (psi) 3360A/3 FAMILY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Uniform Load A R1 = 3888 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 Min Bearing Area R1= 6.0 in' R2= 6.0 in' Section (in') Shear (in') TL Defl (in) Fb (psi) BM14 Prepared by: M.A Fv (psi) E (psi x mil Uniform TL: 1407 = A SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/29/06 3 -11Bx 9 GLB 24F -V4 DE/DF Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 5.5 ft 6.83 # Reaction 1 TL 3888 # Reaction 2 TL 3888 # 38 # Maximum V 3888 # 5346'# Max V (Reduced) 2828 # L / 240 TL Actual Defl L / 776 42.19 26.73 OK 63% 28.13 17.67 OK 63% 0.09 0 28 OK 31% R2 = 3888 Fc I (psi) Base Values Base Adjusted X240 2400 240 2400 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 3360N3 NOOK Selection Conditions Data Attributes Actual Critical Status Ratio V lue Adiustments Loads Pt loads: R1 =4181 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 3 -1IBx 12 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 6.4 in' R2= 9.9 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 5.5 ft 9.11 # 50 # 6782 It L/240 Reaction 1 TL 4181 # Maximum V 6408 # Max V (Reduced) 5119 # TL Actual Defl L / >1000 Reaction 2 TL 6408 # Section (in') Shear (in') TL Defl (in) 75.00 33.91 OK 45% 37.50 31.99 OK 85% 0.05 0.28 OK 17% Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL B = 3499 Fb (psi) Distance 4.5 BM15 Prepared by: M.A Fv (psi) E (psi x mil) Uniform TL: 1280 = A Uniform Load A B SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/29/06 /\ R2 = 6408 Fc I (psi) 3360A/3 NOOK Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Pt loads: BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM15A Prepared by: M.A Date: 3/29/06 4x12 DF -L #2 Lu =0.OFt Lu @OH =0.OFt Overhang, NDS 2001 Min Bearing Area R1= 0.4 in' R2= 5.61n' Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 14.93 ft 9.57 # 162 # 5036 ‘It L / 240 Reaction 1 TL 231 # Maximum V 2594 # Max V (Reduced) 2523 # TL Actual Dell L / < -1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 3499 # 2.0 ft 16.93 ft L / 534 Section (in') Shear (in') TL Defl (in) 73.83 61.04 OK 83% 3938 21.02 OK 53% -0.06 0.75 OK 8% Point TL Distance F = 2442 (OH) 2.0 Fb (psi) Fv (psi) E (psi x mil) Base Values 900 Base Adjusted 990 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability CI Stability @ OH 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Uniform TL: 67 = A Par Unif TL K = 67 (OH) OH TL Defl 0.09 0.20 OK 45% Fc I (psi) Uniform Load A I K Uniform Ld on Backs an Start End 0 2.0 R1 =231 R2 =3499 BACKSPAN = 14.93 FT OH = 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. 3360A/3 KIT Selection Conditions Data Attnhutes Actual Critical Status Ratio Values ,4diustments /-oads R1 = 2875 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM16 Prepared by: M.A NDS 2001 Min Bearing Area R1= 7.1 in R2= 7.1 in Section (in Shear (in') TL Defl (in) Fb (psi) Fv (psi) E (psi x mil) Uniform TL: 1270 = A Uniform Load A SPAN =4.5FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/29/06 4x 10 HF #2 Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Dell 4.5 ft 7.87 # 35 # 3235'# L / 240 Reaction 1 TL 2875 # Maximum V 2875 # Max V (Reduced) 1890 # TL Actual Defl L/ >1000 Reaction 2 TL 2875 # 49.91 38.05 OK 76% 32.38 18.90 OK 58% 0.04 0.23 OK 17% /\ R2 = 2875 FcI (psi) Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 3360A/3 DINING Selection Conditions Da a Attributes Actual Critical Status Ratio Velues Adiustments /\ R1 = 876 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.2 in R2= 2.2 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 8.5 ft 6.17 # 52 # 1862'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Deft 876 # 876 # 752 # L /610 Reaction 2 TL 876 # Section (ins) Shear (in TL Defl (in) Fb (psi) BM19 Prepared by: M.A Date: 3/29/06 30.66 20.22 OK 66% 25.38 7.52 OK 30% 0.17 0.43 OK 39% Fv (psi) E (psi x mil) Fc I (psi) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL: 200 = A Uniform Load A SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 876 3360A/3 FOYER Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments {.oads /\ R1 = 3272 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM20 Prepared by: M.A 3 -118x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 5.0 in' R2= 5.0 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Dell 6.5 ft 6.83 # 44 # 5317'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 3272 # 3272 # 2517 # L /660 Reaction 2 TL 3272 # Section (in') Shear (in') TL Defl (in) Date: 3/29/06 42.19 26.59 OK 63% 28.13 15.73 OK 56% 0.12 0.33 OK 36% Fb (psi) Fv (psi) E (psi x mil) Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 1000 = A Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. /\ R2 = 3272 Fol. (psi) 3360A/3 PORCH Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 1218 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 3 -1/8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area BM21 R1= 1.9in' R2= 1.9 in' Beam Span Beam Wtperft Bit Wt Included Max Moment TL Max Deft 12.5 if 6.83 # 85 # 3805'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 1218 # 1218 # 1072 # L /480 Reaction 2 TL 1218 # Section (inW) Shear (in') TL Defl (in) 42.19 19.03 OK 45% 28.13 6.70 OK 24% 0.31 0.63 OK 50% Fb (psi) Fv (psi) E (psi x mil) Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 188 = A Uniform Load A SPAN = 12.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/29/06 R2 = 1218 Fc I (psi) 3360N3 PORCH Selection Conditions QLa Attributes Actual Critical Status Ratio Values Adjustments Loads RI = 924 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.3 in' R2= 2.3 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 7,89 ft 6.17 # 49 # 1822 L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 924 # 924 # 782 # L/671 Reaction 2 TL 924 # Section (in') Shear (in') TL Defl (in) BM22 Prepared by: M.A Date: 3/29/06 30.66 19.79 OK 65% 25.38 7.82 OK 31% 0.14 0.39 OK 36% Fb (psi) Fv (psi) E (psi x mil Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 228 = A Uniform Load A SPAN = 7.89 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 924 Fc I (psi) 3360A/3 GARAGE Select /on Conditions Lee Attributes Actual Critical Status Ratio Values Adiustments Loads Pt loads: R1 = 4723 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM23 Prepared by: M.A Date: 3/29/06 3 -1 /8x 18 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 7.3 in R2= 6.3 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 16.5 ft 13.67 # 226 # 17837 '# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4723 # 4723 # 4027 # L / 605 Reaction 2 TL 4067 # Section (in Shear (in TL Defl (in) 168.75 89.18 OK 53% 56.25 25.17 OK 45% 0.33 0.83 OK 40% 2400 Base Values Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL Distance B = 1139 0 Fb (psi) 3.5 Fv (psi) E (psi x mil) Uniform TL: 450 = A Uniform Load A SPAN = 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2=4067 Fc I (psi) 3360A/3 GARAGE Selection Conditions Late Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 2124 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 3 -118x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 3.3 in' R2= 3.3 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Deb 8.5 ft 6.83 # 58 # 4514'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 2124 # 2124 # 1749 # L/595 Reaction 2 TL 2124 # Section (in') Shear (in TL Defl (in) BM24 Prepared by: M.A Date: 3/29/06 42.19 22.57 OK 54% 28.13 10.93 OK 39% 0.17 0.43 OK 40% Fb (psi) Fv (psi) E (psi x mil Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 493 = A Uniform Load A SPAN =8.5FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 2124 Fc I (psi) 3360A/3 GARAGE Selection Conditions Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 2684 BeamChek v2005 Iicensed to: Designs Unlimited Reg # 8101 -1456 BM27 Prepared by: M.A Date: 3/29/06 5 -1/8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 4.1 in' R2= 4.1 in' Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 10.5 ft 11.21 # 118 # 7045'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 2684 # 2684 # 2300 # L/506 Reaction 2 TL 2684 # Section (in') Shear (In') TL Defl (in) 69.19 35.23 OK 51% 46.13 14.38 OK 31% 0.25 0.53 OK 47% Fb (psi) Fv (psi) E (psi x mil) Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 500 = A Uniform Load A SPAN = 10.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 2664 Fcl (psi) 3360N3 GARAGE Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Pt loads: R1 = 5338 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 6 -314x 16 -112 GLB 24F -V4 DFIDF Lu = 0.0 Ft Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Deft 18.25 ft 27.06 # 494 # 23550 'It L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 5338 # Reaction 2 TL 4982 # 5338 # 4613 # L / 698 Section (in') Shear (in TL Defl (in) 306.28 123.21 OK 40% 111.38 28.83 OK 26% 0.31 0.91 OK 34% Base Values 2400 Base Adjusted 2294 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.956 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL B = 701 B R1= 8.2 in' R2= 7.7 in' Fb (psi) Distance 4.5 BM28 Prepared by: M.A Fv (psi) E (psi x mil Uniform TL: 500 = A Date: 3/29/06 Uniform Load A /\ R2 = 4982 SPAN = 18.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Fcl (psi) 3360N3 GARAGE Selection Conditions Data .11/ dbute Actual Critical Status Ratio Values Adiustments Loads Pt loads: R1 =1139 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area R1= 2.8 in' R2= 1.7 in' BM29 Prepared by: M.A Date: 3/29/06 4x 10 HF #2 Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 10.0 ft 7.87 # 79 # 2869'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1139 # 1139 # 1082 # L/751 Reaction 2 TL 701 # Section (In') Shear (in') TL Defl (in) 49.91 33.75 OK 68% 32.38 10.82 OK 33% 0.16 0.50 OK 32% B =548 C =548 Fb (psi) B 4.0 2.0 Fv (psi) E (psi x mil) Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 67 = A Point TL Distance Uniform Load A /\ R2 = 701 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. Fc I (psi) 3360A/3 DIN /LIV Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Lc- R1 = 1771 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 3 -1/8x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 2.7 in' R2= 2.7 in Section (in') Shear (in TL Defl (in) BM30 Prepared by: M.A Date: 3/29/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 11.5 ft 7.97 # 92 # 5091 It L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1771 # 1771 # 1501 # L/619 Reaction 2 TL 1771 # 57.42 25.46 OK 44% 32.81 9.38 OK 29% 0.22 0.58 OK 39% Fb (psi) Fv (psi) E (psi x mil Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 300 = A Uniform Load A SPAN = 11.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 1771 Fc I (psi) 3360A/3 UFF(KIT) Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Pt loads: R1 = 213 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM31•A Prepared by: M.A 4x 12 DF -L #2 Lu = 0.0 Ft Lu @OH =0.0Ft Overhang, NDS 2001 Min Bearing Area R1= 0.3 Point TL Distance F = 1994 (OH) 2.0 in' R2= 4.7 in' Beam Span Beam Wt Bm Wt Included Max Moment TL Max Defl 13.6 ft 9.57 # 149 # 4140'# L/240 Reaction 1 TL 213 # Maximum V 2146 # Max V (Reduced) 2075 # TL Actual Defl L / < -1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 2968 # 2.0 ft 15.6 ft L / 708 Section (in Shear (in') TL Defl (in) 73.83 50.18 OK 68% 39.38 17.29 OK 44% -0.04 0.68 OK 6% Fb (psi) Fv (psi) BACKSPAN = 13.6 FT E (psi x mil) Uniform TL: 67 = A Par Unif TL K = 67 (OH) Date: 3/29/06 OH TL Defl 0.07 0 20 OK 34% Fc l (psi) Base Values 900 Base Adjusted 990 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 CI Stability @ OH 1.0000 Rb = 0.00 Le © OH = 0.00 Ft Uniform Load A K R2 = 2968 OH =2 FT (Uniform Ld on Backspan Start End 0 2.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. 3360A/3 KIT /DIN Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: R1 = 1192 Point TL B =213 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area R1= 2.9 in' R2= 2.7 in' Section (In') Shear (in') TL Defl (in) Fb (psi) Distance 1.0 BM31 Prepared by: M.A 4x 6 HF #2 Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 3.25 ft 4.68 # Reaction 1 TL 1192 # Reaction 2 TL 15 # Maximum V 1192 # 958'# Max V (Reduced) 897 # L / 240 TL Actual Defl L / >1000 1110 # 17.65 10.41 OK 59% 19.25 8.97 OK 47% 0.03 0.16 OK 18% Fv (psi) E (psi x mil) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 638 = A Uniform Load A B SPAN = 3.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/29/06 /\ R2 = 1110 Fc I (psi) 3360N3 PANTRY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: R1 =1264 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 BM32 Prepared by: M.A 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.1 in' R2= 3.1 in' Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.5 ft 4.68 # 21 # 1519 W L /240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1264 # 1264 # 1033 # L / 632 Reaction 2 TL 1238 # Section (In') Shear (In') TL Deft (in) 17.65 16.50 OK 93% 19.25 10.33 OK 54% 0.09 0.23 OK 38% Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL B =231 Fb (psi) Distance 2.0 Fv (psi) E (psi x mil Uniform TL: 500 = A Uniform Load A 0 SPAN =4.5FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/29/06 R2 = 1238 Fc I (psi) 3360A/3 FAMILY Selection Conditions as ,Attributes Actual Critical Status Ratio Values Adiustments Loads Pt loads: R1 = 1373 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 5.0 ft 6.17 # 31 # 1689'# L / 240 Reaction 1 TL 1373 # Maximum V 1373 # Max V (Reduced) 1090 # TL Actual Defl L / >1000 Reaction 2 TL 1259 # Section (In') Shear (in') TL Defl (in) 30.66 18.34 OK 60% 25.38 10.90 OK 43% 0.05 0.25 OK 21% Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL B = 286 BeamChek v2005 licensed to 0 R1= 3.4 in' R2= 3.1 in' Fb (psi) Distance 1.5 Designs Unlimited Reg # 8101 -1456 BM33 Prepared by: M.A Fv (psi) E (psi x mil) Uniform TL: 463 = A Uniform Load A SPAN =5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/29/06 R2 = 1259 Fc1(psi) 3360A/3 FAMILY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments loads Pt loads: 4x 10 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 6.5 ft 7.87 # 51 # 3266'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 2089 # Reaction 2 TL 2006 # 2089 # 1580 # L / 942 49.91 38.42 OK 77% 32.38 15.80 OK 49% 0.08 0.33 OK 25% Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform Load A R2 = 2006 B RI = 2089 Point TL B = 91 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 R1= 5.2 in R2= 5.0 in Section (in') Shear (in TL Defl (in) Fb (psi) Distance 0.29 BM34 Prepared by: M.A Fv (psi) E (psi x mil) Uniform TL: 608 = A SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 3/29/06 Fc I (psi) 3360N3 FAMILY Selection Conditions Data ratributis Actual Critical Status Ratio Values Adjustments Loads R1 = 1382 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 BM35 Prepared by: M.A 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.4 in' R2= 3.4 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.5 ft 6.17 # 28 # 1555 L/240 Reaction 1 TL 1382 # Maximum V 1382 # Max V (Reduced) 1011 # TL Actual Defl L / >1000 Reaction 2 TL 1382 # Section (1n Shear (in TL Defl (in) Date: 3/29/06 30.66 16.88 OK 55% 25.38 10.11 OK 40% 0.04 0.23 OK 17% Fb (psi) Fv (psi) E (psi x mil) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 608 = A Uniform Load A SPAN =4.5FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 1382 Fc I (psi) 3360A/3 GARAGE Selection Conditions Data Velues Attributes Actual Critical Status Ratio Adiustments Loads R1 = 1860 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 10 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 4.6 in R2= 4.6 in Section (in Shear (in') TL Defl (in) Fb (psi) BM36 Prepared by: M.A Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 7.5 ft 7.87 # 59 # 3487 '# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1860 # Reaction 2 TL 1860 # 1477 # L/766 1860 # 49.91 41.02 OK 82% 32.38 14.77 OK 46% 0.12 0 38 OK 31% Fv (psi) Base Values 850 Base Adjusted 1020 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 E (psi x mil) Uniform TL: 488 = A Uniform Load A SPAN = 7.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 3/29/06 /\ R2 = 1860 Fc I (psi) 3360N3 UFF Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loeds Pt loads: R1 = 286 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 12 DF -L #2 Lu =0.OFt Lu @OH =O.OFt Overhang, NDS 2001 Min Bearing Area R1= 0.5 Fb (psi) Point TL Distance F = 2442 (OH) 2.0 BM38 Prepared by: M.A in R2= 5.6 in Section (in') Shear (in TL Defl (in) Ft( (psi) BACKSPAN = 15.86 FT E (psi x mil) Uniform TL: 67 = A Par Unif TL K = 67 (OH) Date: 3/29/06 Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 15.86 ft 9.57 # 171 # 5036 Reaction 1 TL 286 # Maximum V 2594 # Max V (Reduced) 2523 # TL Actual Defl L / < -1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 3515 # 2.O ft 17.86 ft L / 552 73.83 61.04 OK 83% 39.38 21.02 OK 53% -0.05 0.79 OK 6% OH TL Defl 0.09 0.20 OK 43% Fc I (psi) Base Values 900 Base Adjusted 990 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1 CI Stability @ OH 1 .0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 .0000 Rb = 0.00 Le @ OH = 0.00 Ft Uniform Load A I R2 = 3515 OH =2 FT (Uniform Ld on Backspan) Start End 0 2.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. 3360A/3 NOOK Selection Conditions Data Attribute4 Actual Critical Status Ratio Values Adiustments 4oads Pt loads: R1 = 160 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM39 Prepared by: M.A 3 -118x 10 -1/2 GLB 24F -V8 DF /DF Lu =0.OFt Lu @OH =0.OFt Overhang, Min Bearing Area R1= 0.2 in' R2= 6.1 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 14.93 ft 7.97 # 135 # 5913'# L/240 Reaction 1 TL 160 # Maximum V 3031 # Max V (Reduced) 2966 # TL Actual Defl L / < -1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 3983 # 2.0 ft 16.93 ft L/335 Section (in') Shear (in TL Defl (in) 57.42 29.56 OK 51% 32.81 18.54 OK 56% -0.12 0.75 OK 16% Fb (psi) Point TL Distance F = 2882 (OH) 2.0 Fv (psi) Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability CI Stability .@ OH 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Uniform Load A K BACKSPAN = 14.93 FT E (psi x mil Uniform TL: 67 = A Par Unit TL K = 67 (OH) Date: 3/29/06 OH TL Deb 0.14 0.20 OK 72% Fc I (psi) R2 = 3983 OH =2 FT (Uniform Ld on Backspan) Start End l 0 2.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. 3360A/3 UFF Selection Conditions pilca Attributes Actual Critical Status Ratio VAIIIes Adiustments Loads Pt loads: R1 = -91 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 Overhang, Uplift (g R1, Min Bearing Area R1= -0.1 in 11.2 in Section (in') Shear (in TL Defl (in) Fb (psi) Point TL Distance F = 5764 (OH) 2.0 BACKSPAN = 15.86 FT BM40 Prepared by: M.A Fv (psi) E (psi x mil) Uniform TL: 67 = A Par Unit TL K = 67 (OH) Date: 3/29/06 5 -118x 12 GLB 24F -V8 DF /DF Lu = 0.0 Ft Lu @OH =0.0Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 15.86 ft 14.94 # 267 # 11691 '# L/240 Reaction 1 TL -91 # Maximum V 5927 # Max V (Reduced) 5845 # TL Actual Defl L / < -1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 7310 # 2.0 ft 17.86 ft L/333 123.00 58.45 OK 48% 61.50 36.53 OK 59% -0.16 0.79 OK 20% Base Values 2400 Base Adjusted 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability CI Stability @ 011 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Uniform Load A K OH TL Defl 0.14 0.20 OK 72% Fc 1 (psi) R2 =7310 OH =2 FT (Uniform Ld on Backspan Start End 0 2.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. Option Glazing Area %ofFloor Glazing U -Factor Door' U- factor Ceiling .. Vaulted Ceiling' Wall Above Grade Wall Int Below Grade Wall Ext Below Grade Floor . Slab On .Grade Vertical Overhead" a Unlimited Group R -3 Occupancy Only 0.40 0.58 020 R -38 . R -30 R -21 R -21 R -10 R -30 R -10 . f`i (Vp e : � '1 ', dui d ng Ife 0C) ti: kl ;et. of fyr ;4' y 3 i r- 5 trJ. It 1ft 5 : d 4 'f 1 3A' 1 c. SS C ,2^" 4 S • ma, p'F!•••,, ,'+ fi N t .k 'e A IL` +,fN S SG Pf;:'I'i ir .r2L aii�t.:•T .a. 11 ! , r;�: f f p. ,,,x : iy '� T ;; is kt�:+ � > y '1. t o I ,t r � � V.J .,. Ye t . t.Y { Jr '35 W�y i . 1 A.� y . .�Y ukl M Y - . y iLlhL: )' 'f l it. �Y.� Ci7Y OF TUKWILA — BUILDING DIVISION Site Information Lot LOT ,t 02- Address: (6OYX 6 4t Av - 5 City: - �owA/Et -Pr State: (. J Pr Contactia)P.0 . t,Y Phone: Phone 2: Fax: I11/2: Zip: Prescriptive Approach — Simple Form For the Washington State Energy Code (2003 P itlon). p r Climate Zone 1 P : ED FOR CODE COMPLIANCE vitsonuFD NOV 1 4 2008 Of Tukwila PRES Palo ii M. it GROUP R OCCUPANCY CLIMATE ZONE I (U nlimited Glazing Option Onl See the code text for footnote references This project compiles with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame QJ3 all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed In Table 6 -1, Option 11I. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ✓ 602.6 Exception 1. One door, that Is 24 1t or less, that does not meet the standards is allowed. Location of the door taking this exception 0 602.6 Exception 27 Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -088 Copied by permission from the Washington State University Extension Energy Program Presaiptive — Simple Fonn — Climate Zone 1 RECEIVED CITY f)FTI 'KWfLP SEP 2 R ?il I S 1/2en004 PERMIT CENTER - MCP - Ne OttlS::::.-C 4,10.t:i.4 4;,,i;i5.':■'4,1:;:j s: 4,„; ct. . P. ' __ 013800 Clarion Altaic: % Ot Floor - GlazIN U-Factor poor' U con • , Vaulted Ceiling : w . Above Grade ,... wane m in i ' B el ow Grade Walt* nem ext4 -- Grade 'Floor • • Slab Ity 08 1 .,..i Grade . Vertical Overhead" L 1234 0.35 038 0.20 It-38. R-30 R15 R-15 R40 R-30 . R-10 - -.1;.. IL* 15% 0.40 . 0.58 0.20 R-311 R-30 R-21 R.-21 • R-10 R.30 _ ' R-10" -t-: ,....::. L_ 2534 Group R-1 Occupancies Only 0.40 0.58 0.20 R-38 / 11-0.031 R-301 11-0.034 R21/ U-0.060 R-15 R-10 It-301 11-0.029 R40 .; 4if-i V. Unlimited Group R-3 and R-4 Occupancies OnlY 0.40 0.58 0.20 R-38 R-30 R-2I .... R-21 . R-I0 R-30 R-10 : 1 L Unlimited Group R-1 and R-2 Occupancies Only 0.35 0.58 - • 020 •R-38 / 11-0.031 R-301 - 11m0.034 i R-21/ 11-0.060 R-15 R40 p.-30 / U-0.029 R40 ii-.,... NaisingState Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 TABLE 54 PRESCRIPTIVE REPUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Effective 7/1/04 ' 'rtiatiptaxinq • • • Iiaileii*earntaftl 7.#;;04"ficiriN4Q atdail tact one j:.•:$?tdieodemitAtaistoputotn references . • Copyright 2004 WSUEEP 02•143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) •;•i" .." • • • • •• • • GlezIdg;;;/: • Ajea 7/28/2004 1 of 3 Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 ter ghb000. Plan r ' ComptSFiQ t g i P ercent Glazed:. - _l lazing :Door POory. ea • egfa if 24°squereTte i[e eat Glazttd Bran 'Sum otAte - a -and QA ;AreavvelghtedU I.J/UAre �fi`ndavltsx C4mpopen • J.. q ko 02 Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) WathafEleJyht Gl iiPS tit. Feet".: Feet - Area UA rT7XA, 7/28/2004 2 of 3 Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 efh ad Otaz i t Effective 7/1/04 Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 3 of 3 October 5, 2006 David Tully Tully Homes, Inc. 13217 4 Ave SW Seattle WA 98146 -3338 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -362 Tully Homes, Lot 2 — 160xx 51 Av S Dear Mr. Tully: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 28, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Please address the comment above 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' nmst accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made In person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Enclosures File: D06 -362 City of Tukwila Department of Community Development Steve Lancaster, Director P:VenniferMncomplete Letters \ 2006\Building\D06 -362 Incomplete Ltr #LDOC 1un Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Determination of Completeness Memo Date: October 3, 2006 Project Name: Tully Homes, Lot 2 Permit #: D06 -362 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Alien Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 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. The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. Should there be questions conceming the above requirements, contact the Building Division at 206431 -3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: October 3, 2006 David Tully D06 -362 160xx 51" Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application cannot be approved as submitted 1. The house does not meet setbacks. The required side setback is five feet with an allowable roof overhang of 18 inches. The overhang for the proposed home exceeds the 18 inch limit. ACTIVITY NUMBER: D06 -362 DATE: 10 -10 -06 PROJECT NAME: TULLY HOMES, LOT 2 SITE ADDRESS: 160XX 51 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buffing Divis I� Public Work t�'V" L �n 1Ji Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip/Jac 2 -28 -02 REVIEWER'S INITIALS: PERMIT COORD COPY, PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions in n -1'114 Planning Division Permit Coordinator LI DUE DATE: 10-12-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 11-09 -06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: �,�ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -362 DATE: 09 -28 -06 PROJECT NAME: TULLY HOMES, LOT 2 SITE ADDRESS: 160XX 51 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued D EPARTMENTS: Bdild g n Div�isi n Public Works Comments: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Th,urs.) Complete ❑ Incomplete I N Permit Center Use Only f INCOMPLETE LETTER MAILED: I O[c jk LETTER OF COMPLETENESS MAILED: Departments determined incomplete: BldgO Fire ❑ PIngX1 PW ❑ Staff Initials: V" TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2&02 DATE: DATE: Ckfilat Planning Division aj Permit Coordinator C DUE DATE: 10-03-06 Not Applicable ❑ No further Review Required DUE DATE: 10-31-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg % Fire ❑ Ping PW ❑ Staff Initials:_ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: *7 0 4 4 POo D> NDrra b 5... City of Tukwila Entered in Permits Plus on lb 10 -O i lapplications\forms- applications on line\revision submittal Created: 8-13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.cttukwila.wa.us Plan ChecWPermit Number: DO6-362 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # __ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner `To St- a c.t st4 Z C S r tiA 4 i=1F Steven M. Mullet Mayor Steve Lancaster, Director Project Name: Tully Homes, Lot 2 Project Address: 1 60xx 51 Av S Contact Person:Pt uCu t. t.Y Phone Number: 029b o?S'( /t{ Summary of Revision: h ar„2,, ria c. alito a 7 — ro 1 . a N. t` . icop ' 4 s,.. _ '1' - t s. RECEIVED 01,1 1 o 2006 PERMITCENTER Sheet Number(s): fl ?e.Ano (rµ+t -%r n' f-orR- Pia.) ( Sr+, 6-r ) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �� Part A: (To Be Completed by Applicant) Purposs.af Certificate: 0" Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone P Use: Tr Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name 1 3.. 11-or-47- S I c— Phone: Zip JYY 3A0.. Property Address or Approximate Tax Lot Number. 16b 3X ai Aare S. aat.µ an`?t,?a —0 OCRS -- Legal Desctiption(Attach Map and Legal Description if necessary): j - t( or 7'uy..W 6ffoa.T O6*T Lott -t5 g Part 8: (To Be Completed by Sey✓er Agency) 1. is a. Sewer Service will be provided by side sewer connection only to an existing 6 ' 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. 02 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: $ !o0 a. District Connection Charges due prior to connection: s+P GFC:$ b'� SFC: $ I94 .--1-1 0 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required cit May be Required c. Other RECEIVED r. cm( t WTI IKWIL SEP 2 8 iu»s plYAR= A lita r €ASIRONMENT ; , PERMIT CENTER I hereby certify that the above sewer agency Information is true. This certification shall be valid for one year from , l•ate of signatuye./ By CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY 91 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Title 14816 Milltar12oad South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (205) 242 -1527 9/2 'x/06' Date tXjt3(fla 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 Avail ability / 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 Cattle, City of Tukwila, City of 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 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 thatI have received the Certificate of Sewer Availability /Non - Availability and this Attachment, and fully understand the terms and conditions herein. Er ich, s caner informs rqn - x Agent/C9ntay = erso S Owner Name: Tully Homes Agent/Contact: Dave Tully Owner Address: 13217 4th Ave SW Burien, WA 98146 Agent Address: Owner Phone: 206- 244 -3282 Contact Phone: 206-244-3282 - CITY OF TUKWILA.) Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 160XX 51st Ave So This certificate is for the purposes of: 3 new SFR ® BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL Owner /Agent Signature 1. The proposed project is within 2. ® No improvements required. 3. HIGHLINE WATER DISTRICT / 206 -824 -037 By Agency /Phone Permit Centerruilding Division: 206-431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ REZONE Estimated number of service connection and water meter size(s): 3 new 3/4" services Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT (attach map and legal description showing hydrant location and size of main):. TUKWILA ❑ OTHER Vehicular distance from nearest hydrant to the closest point of structure is 135' + - to lot 1, 265'+ to lots 2 & 4 Date T It: Te Be completed ply yvater ytility dis /King 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: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3747.96 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /are flow information provided pursuant to this request Is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow Information available for Customer's Intended use. The general Information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Cust CEIVED is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's sp--' needs. OF T1 5. Water Availability: WI Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and THOMAS KEOWN DISTRICT ENGINEER (City/County) 3/6/2006 Date SEP 2 8 2006 PERMIT CENTER jx(o - $(p 2 Print Rep ort for 160XX 51st Ave. S. Cat hydrant #H2233 Date: Friday, March 03, 2006, Time: 13:41:14, Page 1 1 ID 4690 Static Pressure (psi) 99.55 Fire -Flow Demand (gpm) 1,000.00 Residual Pressure (psi) 91.98 Available Flow @Hydrant (9pm) 3,747.96 Available Flow Pressure (psi) 20.14 1 Print Rep ort for 160XX 51st Ave. S. Cat hydrant #H2233 Date: Friday, March 03, 2006, Time: 13:41:14, Page 1 81•51 81.52 H2 25 - in in J { 12 ( tali t ) 4 y � 78.566^ 78.66 4 16215 M8916 16218 M10838 v V 2 3 c 79 ARY ELLEN PARK, 1964 S. 161ST ST. r Nit 2 4907 M7899 r dKWILA ORD. 1314 1631 141 3 _ LU�WILA ORD. 1314 6 0 1 0 o N d2 2 79 79 K. 79 2 489 } 04 1-1212 Nop • Y � 2 1UKWgA ORD. 312 i I I 16051 M14806 00 *2 1 16205 cc tn Z vi 16049 141127 16219 a M14808 - — $151 3 • 41 CO CO 03 N 1 69.76 I in 1 756 16024 It , V175a a :. m M856 ci V1757 1 69.851 c 153.35 Q Fg o LOT 1 a F' " " `F 133.35 o 2 1 6036 LOT 3 a vrn M853 0 co 1 M 81 N .w 124 - 3 • , W16050 Q 14846 1 601 0 M15017 X16202 rM14920 a 16211 c r e� 4 16210 1414807 14844 AV0038 �$p 16218 4 1 601 4 M14803 LOT 2 151.50 16030 = ?3 116, 2 LOT 4 16040 M12229 TUKWILA ORD. 312 :V 1 140.0 28 •68 � 0 27 ai 40 N. 2 H2232 Date: 3/6/2006 Section # Nwzs 23 oa Page # 82 Service Installation ® Size 3/4 Meter Hang Size # ERU's 2 See Notes l7 Service Address: 160XX 51st Ave So Tukwila 98188 Plat 'Name Tully Homes Lot # 1 & 4 Owner Tully Homes Phone# 206 - 2443282 E -Mail Address Fax # Agent Dave Tully Phone# 206 -244 -3282 Mailing Address City Zip Service Installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: New services to be charged time and materials for installation. A bid for service installation will be provided when services are requested. All fees must be paid prior to service installation. LFC• previously paid GFC: $2,100.00 per ERU Service installation 50.o0 See Attached Estimate General Facility Charge 54,200.00 2 ERU's X $2,100.00 Local Facility Charge 50.0o 0 SF X $.40 per SF Meter Hang Fee 50.00 MXU $0.00 Other Soso Total Due: $4,200.00 Customer Notified By Polly PROPOSED USE: SFR NOTES: Fees subject to change without notice. Actual prices will be provided when water service is requested. Prepared By: Polly Daigle ., Date 3/6/2006 Reviewed B : By: T om Keown (70— Date 7 > , b� Thomas Keown, P.E., Construction/Operations Department Manager HIGHLINE WATER DISTRICT Meter Application/Statement of Charges FUTURE b License Information License TULLYHI965KS Licensee Name TULLY HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602343568 Ind. Ins. Account Id 99486701 Business Type CORPORATION Address 1 13217 4TH AVE SW Address 2 City SEATTLE County KING State WA Zip 981463338 Phone 2062443282 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/10/2004 Expiration Date 5/10/2008 Suspend Date Separation Date Parent Company Previous License TULLYH•003K2 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 COLONIAL AMERICAN CAS & SUR CO LPM4066246 05/07/2004 Until Cancelled $12,000.00 05/10/2004 Business Owner Information Name Role Effective Date Expiration Date TULLY, DAVID PRESIDENT 05/10/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with Ltd 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. https: / /fortress .wa.gov /lni/bbip /printer.aspx ?License= TULLYHI965KS 11/15/2006 x x x x x x x x x x x x