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Home My WebLink AboutPermit D06-194 - Tully Homes - Lot 1TULLY HOMES, INC. 16028 51 AV S D06 -194 Tenant: Name: Address: Owner: Name: Address' Contact Person: Name: Address: Public Works Activities: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200065 Address' 169 51 AV S TUKW Suite No: t TULLY HOMES, INC. 16051 AV S, TUKWILA WA BOGART LINDA R 16030 51ST AVE S, TUKWILA WA, DAVID TULLY 13217 4 AV SW, SEATTLE WA, Contractor: Name: TULLY HOMES INC Address 13217 4TH AVE SW, SEATTLE WA, Contractor License No: TULLYHI965KS DESCRIPTION OF WORK: CONSTRUCTION OF 2790 SF SFR WITH 1350 SF ATTACHED GARAGE, 164 SF COVERED DECK, AND 367 SF UNCOVERED DECK. ROW AND SITE IMPROVEMENTS ARE BEING REVIEWED UNDER PERMIT PW05 -120. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $309,896.28 Type of Fire Protection: NONE Type of Construction: VB Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N N N N Y N N N N Y N DEVELOPMENT PERMIT Private: Profit: N Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 244 -3282 Phone: (206)244 -3282 Expiration Date:05/10 /2008 D06 -194 07/28/2006 01/24/2007 Fees Collected: $5,951.42 Uniform Building Code Edition: Occupancy per UBC: 22 Size (Inches): 0 Number: 0 Start Time: End Time: Volumes: Cut 20 c.y. Fill 20 c.y. Start Time: End Time: Public: Non - Profit: N D06 -194 Printed: 07 -28 -2006 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private Public: N Continued Next Page ** D06 -194 Printed: 07 -28 -2006 City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: / VI4A5kJtA9 X I hereby certify that I have read and ordinances governing this work will b&-cbmpl+edtwith, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction the performance of work. I am authorized to sign and obtain this development permit. Signature: 7n— 1 'Zr 2 Date: VA f/U(n Print Name: DA - 0,2X1 vb a. Y Date: elk l'21/61,, doe: Devperm is permit and know the same to be true and correct. All provisions of law and 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. D06 -194 Printed: 07 -28 -2006 CITY OF TU KV !'' I A DFrT. CF Cc : : :. a :QTY D:`.TLC ?tM:NT 630.3 G_.UTI ;J;.IJTLIT CLVD. TUKWILA, WA 93188 PERMIT CONDITIONS Parcel No.: 5379200065 Permit Number: D06 -194 Address' 16030 51 AV S TUKW Status: ISSUED Suite No: Applied Date: 05/24/2006 Tenant: TULLY HOMES, INC. Issue Date: 07/28/2006 1: "'BUILDING DEPARTMENT CONDITIONS*** PEP! IT CENTER 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 doc: Conditions D06 -194 Printed: 07 -28 -2006 CITY OF TUP.0 " I A OEFT. cF i%......: ,.,i s Ds, To, 'NT 6530 Cc-U T E:CI NTGR CLVD. TUKWILA, WA 98188 distance of 4- inches shall be maintained above the controls with the strapping. PERMIT CENTER 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*** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Adequate ground ladder access to rescue windows shall be provided. 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 (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 23: Verify installation of new hydrant as shown on plans. 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 511. 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: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 29: 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. 30: Any material spilled onto any street shall be cleaned up immediately. 31: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the fi nal quantity and pay the difference in permit fee prior to the Final Inspection. • 32: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. doc: Conditions D06-194 Printed: 07 -28 -2006 CITY OF TUKWI' A DEPT. Or CG'.::.:U;:.TY D_\51crr:ENT 63C0 C6UTh:,EN i ER CLVD. TUKWILA, WA 98188 PER !MIT CENTER 33: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. doc: Conditions **continued on next page" D06 -194 Printed: 07 -28 -2006 CITY OF TUI<VTI A 6303 TUKWILA, WA tid l a 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: doc: Conditions PERMIT CENTER Date: 7 /1.7 /b i 006 -194 Printed: 07- 28-2006 CITY OF TUKWILA Community Development'Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 SITE LOCATION Site Address: 16030 51st Ave S Tukwila 98188 Tenant Name: None Property Owners Name: Tully Homes, Inc Mailing Address: 13217 Fourth Avenue SW CONTACT PERSON Name: David Tully Mailing Address: 13217 4th Ave SW E-Mail Address: dave(D.tullyhomes.com GENERAL CONTRACTOR INFORMATION;- (Mechanical" Contractor information on back page) • Company Name: Tully Homes, Inc. Mailing Address: 13217 4th Ave SW Contact Person: David Tully E -Mail Address: daveti ltullyhomes.com 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" 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 most be wet stamped by Architect of Record 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: Opera is plueica obanwwmit application (7-2004) Rewind: 64-05 bb Page 1 v Building Per nit7- . o. t2(1 (1 L i Mechanical Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: C ' t at Suite Number: Floor: New Tenant: ❑ Yes ❑..No Seattle city WA state Day Telephone: (206) 244 -3282 Seattle WA 98146 -3338 City State Zip Fax Number: (206) 244 -3282 Seattle WA 98146 -3338 City State Zip Day Telephone: (206) 244 -3282 Fax Number: (206) 244 -3282 Kent WA City State Day Telephone: (253) 872 -2580 Fax Number: (253) 872 -3649 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Sammamish WA City State Day Telephone: (425) 836 -2833 Fax Number: (360) 871 -5633 Zip Zip Zip 'BUILDING PERMIT INFORM/ 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 to replace SFR removed under permit D06 -161. Property is in process short plat under L04 -058. w/ prelim. plat approval. ROW & on -site improvements shown on site plan are being installed under permit PW05 -120. Will there be new rack storage? ❑ ..Yes El ...No If "yes", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of as 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 PROTECI'ION/HAZARDOUS MATERIALS: 0.. Sprinklers 0-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 of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 41:M/rennin phut« cWa e4.. it application (73004) amity: 6445 bh Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 1,434 VB R -3 2" Floor 1,288 VB R -3 3 Floor Floors thru B8set°ent 68 VB R Accessory Structure' Attached Garage 1,350 VB R - 3 Detached Garage Attached Carport Detached Carport Cove 164 VB R - 3 Uncovered Deck 367 VB R - 3 'BUILDING PERMIT INFORM/ 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 to replace SFR removed under permit D06 -161. Property is in process short plat under L04 -058. w/ prelim. plat approval. ROW & on -site improvements shown on site plan are being installed under permit PW05 -120. Will there be new rack storage? ❑ ..Yes El ...No If "yes", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of as 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 PROTECI'ION/HAZARDOUS MATERIALS: 0.. Sprinklers 0-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 of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 41:M/rennin phut« cWa e4.. it application (73004) amity: 6445 bh Page 2 PUBLIC WORKS PERMIT INFrn.atMATION - 206 - 43340179 Scope of Work (please provide detailed information): See PWO5 -120 Please refer to Public Works Bulletin #1 for tees and estimate sheet. Etter District �...W ❑ ... Water District #125 ate Availability Provided wer f)btrict ...Tukwila ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For intake septic system, provide 2 Copies of a current septic design approval by King County Health Department. �4u bitted with ADOlication (mark boxes which aonlvb $Civil Plans (Maximum Paper Size — 22" x34 ") ❑ ...Technical Infomtation Report (Storm Drainage) •Geotechnical Report 0� , 'Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) rJ...Hold Harmless £ronosed Activities (mark boxes that anrlv): )4° ❑ ...Right-of-way Use • Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 2 hours ❑ . ghtof -way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance a(...Const uction/Excavation/Fill - Right-of-way • ✓ Non Right-of-way otal Cut 0 cubic yards �y� in Flood Zone .. 2 ork .Total Fill tib cubic yards �VJ.. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cm ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation „ Domestic Water ❑...Permanent Water Meter Size... " WO# ❑...Temporary Water Meter Size.. " WO# ❑...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to• Name: Tully Homes. Inc. Day Telephone: (206) 244 -3282 Mailing Address: 13217 4th Ave SW Seattle WA 98146 -3338 City State Zip Water Mete Refund/Billin i Name: Tully Homes, Inc. Mailing Address: 13217 4th Ave SW Day Telephone: (206) 244 3282 Seattle WA 98146 -3338 City State Zip q: \emit gone eheynbsmit appniufim (7 -2004 Revised: 6445 bi. Call before you Dig: 1 800 - 424 lg .. Highline ❑ .. Renton Page 3 ❑ .. Grease Interceptor ❑ Channelization Trench Excavation .. Utility Undergrounding ❑...Deduct Water Meter Size Unit Type: Qty Unit Type: Qty Unit ype: Qty Boiler /Compressor. Qty Fumace<100K BTU 1 Air Handling Unit >10,000 CFM Fire D 0-3 HP /100,000 BTU Furnace>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/Wall/Floor 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 Hear/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm/Ind Other Mechanical Equipment MECHANICAL" PERMIT INFOt IATION x406 -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 t 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 informs 'on): Um; Residential: New .... Replacement .. Commercial: New .... Replacement .... Fuel Tvne: Electric ❑ Gas....® Other Indicate type of mechanical work being installed and the quantity belo PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 Pion 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 9R AUTHORIZED AGENT: Signature: -7 ' Print Name: David Tully Mailing Address: 13217 4th Ave SW I Date Application Accepted: q:apermiti amain ehmaetlpanitappaoties(7.2000 Woad: 6405 hb ts/2y for new SFR Date Application Expires: 1112_I-1 I Oti Page 4 WA City Stale Zip Date: 4 4. Day Telephone: (206) 244 -3282 Seattle WA 98146 -3338 City State Zip Staff Initials 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 s ' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for l 100,000, PLUS $13 25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I 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 I n/ L LY (SJCR (tor 1) PERMIT # o (o - `Pc (€ M03o - S 114- AVA 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. I. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 2 So Water /Sewer /Surface Water /000 /10.07 /000 Road/Parlcing/Access / Oeo A. Total Improvements 42 50 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) 5. Enter total excavation volume 2 o cubic yards Enter total fill volume 2.. o cubic yards Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 ! 04— Use the following table to estimate the grading plan review and permit fee. $250 (1) $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLIsATION (1 +4 +5) $ SSC, t 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. (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for ta 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 $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) (era 8F. ptra "trttt) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 7. Pavement Mitigation Fee 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 $ 104 2S $ z., 50 — (6) (7) (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 - 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 Approved 09.25.02 Last Revised Jan. 2006 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 ($2S) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 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 $ 1023 — G. Other Fees $ TotalAthroughG $ o23 (10) DUE WHEN PERMIT IS ISSUED (6 +7+8 +9 +10) $ � 1 SS 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. 0.75" 2.5" $300 $ 1,000 Temporary Meter 3 City of Tukwila 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, INC. Receipt No.: R06 -01134 Payment Amount: 4,203.32 Initials: JEM Payment Date: 07/28/2006 09:22 AM User ID: 1165 Balance: 60.00 Payee: TULLY HOMES TRANSACTION LIST: Type Method Description Amount Payment Check 5184 4,203.32 ACCOUNT ITEM LIST: Description Current Pmts BUILDING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES Account Code 000/322.100 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 104.367.120 RECEIPT Permit Number: D06 -194 Status: APPROVED Applied Date: 05/24/2006 Issue Date: 2,689.38 250.00 23.50 106.00 106.00 4.50 1,023.94 Total: 4,203.32 37/29 9713 TOTAL 4203.32 doc: Receipt Printed: 07-28-2006 ho ct: TO 11 I-Eo vyyS 1Lo4a— Type of Ins ction: Fl &4 1 Address: It,f1P, 51 m S Date Called: Special Instructions: Date Wanted: Vie e —5 -0'7 `p n( Requester: Phone No 6to - 7 7q- 4 005 ,Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ( t:Mv.svwn1I /i a et ll "Aire alNS —A 0 Itt si +? (5pr• l e Ara.; ' °'l 4 Ieil ) ( Focal i)w c w}7eni --,a n p e,. c 0;1 ',Lb 1 re ,a v k C Limps I \ 1 art ■ . Date: INSPECTION RECORD Retain a copy with permit INSPECTI • No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 REINSPELTION FLE REQUIRED.brlor to Inspection, lee must be p d at 6300 Southcenter Blvd.. Suite 100. Call the schedule relnspection. !Receipt No.: (Date: Project, (, (, Type of Inspection: p r , p Address: 7cr, c' ✓1 `^t Date Called: r � ' 1 Jo 7 Special Instructions: Date Wanted: 1 1 l a.m. P.m. Requesrer: ___CWI IU, Phone No: SO Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date: DoL - tic/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. El Corrections required prior to approval. COMMENTS: (1 r kr? 4 { r lAn Gf/ &1 -h virdA Inspector: c ,1 i Date: G S58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule relnspection. Receipt No.: Proje //• / 1. / Type of inspecti �- 663 Pte/ TS „/, Date Called: Address: /40 — r S7 Ar .r < Special Instructions: Date Wanted &m. A 3 07 Requester: Phone No: 779 INSPECTION RECORD Retain a copy with permit INSPECTION N3. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER ,, , ' .! (206)431 -3 COMMENTS: pproved per applicable codes. Corrections required prior to approval. ri 58.00 REI CTION FEE REQUIRED. Prior to inspection, fee must be paid at 63 ' r Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Prom / z// /C� /14 .r7 t S Type of Inspection: V v.4 JL✓ /)pXlli�, / 6s 02 S S/ 67,-/ S Date Called: Special instructions: Date Wanted: — / U- 0 7 AO Requester: Ptiene No: 779 9005 INSPECTIO7. '4pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Corrections required prior to approval. COMMENTS: 0 REINSPECTION FEE REQ. 'RED. Prior t inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Ca to sechedule reinspection. 'Receipt No.: 'Date: Pro' Type of Inspection: Ad ess: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 0 *proved Approved per applicable codes. Corrections required prior to approval. COMMENTS: In or: \-t-ICC Date: 0 /_ 8.00 REINSPECTIO FEE REQUIR�P. Prior to inspection, fee must be raid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Projecj:_ —_ , _ Type of Inspection: • _ Address: /6026- S/ 4,, 5 Date Calle. Special Instructions: Date Wante j -2---9 / /t:r�. `� Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l r„�Corrections required prior to approval. COMMENTS: Ad Approved per applicable codes. n $58.0 INSPECTION FJREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: COMMENTS: 0 &'/ / - / 1.i T161/ /N(1J ?rr//�I /{ %1 -vre L/! 6s -- }germ/ Date Called: , %o .l4.)szr /4 l',. -Al 4 ✓ /!/a rF r air 2° /n✓di - wr // 6, P!/A 4,4 // 41 / sv/ et /i✓4/ (.- 4649,)iliit, // ye Phone No: 02 G 7 21 Yee' 5 Proje • / / / I//47 /44/0i t h cl_ Type of Inspection: ?.. 6141( 7,vS" Arum) Address: / /Go 2S S /rtif s Date Called: Special Instructions: Date Wanted: /2 -Z7-0 - •.'.'- P.m. Requester: Phone No: 02 G 7 21 Yee' 5 INSPECTION RECORD Retain a copy with permit INSPECT '• NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. 4I nspet or: ()Ti W158.00 REINSPECT' 'N FEE RE - 'RED. Prior to inspection, fee must be p paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: � Tai //I ,9e pm's /mCl Type of Inspection: E G �' Address: a SL S/ g/v S Date Called: Special Instructions: ,Phone Date Wanted: /2 -.2 / -o C. m. P.m.:. Requester: No: 0 2 o‘-?77- '906 G v INSI CCTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )431 -357 COMMENTS: 11:2 -iF 8.000�SPECTI jN FEE REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sul 100. Call to sechedule reinspection. eceipt No.: Date: Approved per applicable codes. El Corrections required prior to approval. ProjS' " ?l m/ /J 6ttG5 1pi Type of Inspection `N f'7 v Address / Date C edt-: pecial Instructions: Date Wanted: a 1. Requester: Phone No: f I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (20 )431 -367 COMMENTS: • oa• � Approved per applicable codes. Corrections required prior to approval. 58.00 REINSPECTIOIFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: COMMENTS: 64r 411° 4>vki - 6cif ti -,-/ / C i' w , / ( , " o p fit ih Ci 4/ / . / 1 1 / 4 1 / 6 - 7 - 7 e 4 ,e" 5 -Ar+7 . lai niktit i-d.� To As/ re ef Special Instructions: E1 si ft4,9 5/,4 r /JAY - /Paiti Is t /3 /M — .3/41 .4 Pe v7 Ath "tip; red .( Dour -e 1 v D /do,YS Aar - lukS(/ /azsZ Jo ;el Mr55/,.c !11lE? h a lh4id F'° € S/Intf, q5 / rf-eiS AO T NI PIA 7 i ,t/q r /r k/ . Sfu it Jc 11 8Ms —10�e Ia / ni'w rf r/ry DFneAtrr Project: Type of Inspection: Tz. [ [ c //on, s Zorl.A. F/c /A/ 4 Address: /GO.zR S i Av 5 Date Called: Special Instructions: Date Wanted: /2. - Z O- o G (a.rn.- p.m. Requester: Phone No: ., o6- 77 J- VooS INSP ION NO. Approved per applicable codes. l4- / ,,..� INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D06- /q5/ Corrections required prior to approval. Dat /2 -10 - /,G $58.00 REINSPEC 10N FEE REQUIRE GI. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project- / ..14 a l Type of I /, n 2 s � pection: "' ✓ • 207 `-/ Addr p y � � , Date Called: Special Instructions: Date Wanted. Z 7 P m. Requester: Phone No: 1NSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431-3 Corrections required prior to approval. C � n A 4 4/ 4/A Cr � /! 9 //' / /A9 A -i1/ Date :/t„, / / Inspe tor: ri r / $58. REINSPECTION FIE REQUI D. P ' r to inspection, fee must be pat t 6300 Southcenter Blvd., Sul 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: 7 11 7 Nv 's Type of Inspection: _s-A,4, c✓4 // 4/4,r,t; Address: /< >00R8 5/ 40 s Date Called: Special Instructions: Date Wanted: (, a.m... U-22- 1 Requester: Phone No: 0204 -2S'- s Do6-ma "1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE N O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. Corrections required prior to approval. 4.4, COMMENTS: %� A r7 /_ y ip p..77,40. p..77,40. . ` 4P / /SG/)./ � r f /r.�.� l i 1 1t*' 11 lie- 42" /> s e,,r b /A-7a/ o COM e' y � i �s � L ri $58.06 (tEl S PECTION SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: 0 fd o7tit wi// S Tr2 A,s ,'d / O /i /r , %7 /A.40,Y47pr 'd g ° ' xl 5 Cris H tfit>`ra A ) /2e A# // - t e cy✓ Tirn✓/ St eer Special Instructions: Date Wanted: //— G -- O is a m . Requester: Phone No: �6 -22K 47 Project: / /C gart,s -2it.c Type of Inspection: -5 /J9/ /A,4,4_ Address: I /0730 S / 4v 5 Date Called: Special Instructions: Date Wanted: //— G -- O is a m . Requester: Phone No: �6 -22K 47 INSPICTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 El Approved per applicable codes. Irt PERMIT NO Dat GAG 1-3670 Corrections required prior to approval. 00 REINSPECTIOR1 FEE RE ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project A /0 /hhei Type of Inspection: V / c /. /# s // Address: / 610 3 0-C-5 7 4C Date : Special Instructions: Date Wanted:/ - —. --- L f p.. Requester: Phone No: INSPECTION RECORD /y�! Retain a copy with permit e at — /9 6 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)46 1 3670 Approved per applicable codes. (gTCorrections required prior to approval. COMMENTS: a,1 / 1119,‘ fi r- a - ivd S \* kfr 4 4 Oto,V\ 7 1 Inspector: Date: /4 -0 A° $58.00 REINSPEC • N FEE REQUIRED. Prior to inspection, fee must be p aid at 6300 So center Blvd., Suite 100. Cali* sechedule reinspection. .,_ . Project: Type of Inspect n: R J 4 ,4 144 v 7 NOMCC Address: � S Date Calved: Special Instructions: Date Wanted: / /— /— O G r,ni: p.nC Requester: Phone No o?0 4.- 7S3 - $3 G 5 approval. Approved per applicable codes. Corrections required prior to CO MENTS: N s. INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 r: ��. w �`L /AAA INSPECTION RECORD Retain a copy with permit Date: AAw / (4. L J - i ° ( / 8.00 REINSPECTION F REQUIRED. Prj6r to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. Date: COMMENTS: Type , o l f Inspection: V // `�raG�. i Address' ¢ `bate le� ' 3V — .S7 A9 S / f' 5. � _ l i n i r > . 6 � . - 6 4 ri /7 0 7 /yet i 4 : 1 4 4 r / 4 4 / e" / 1%) A/ 1 n /o /� `t�_c/ r rrn't ; i tiag • equester i. _ o Air Q/7✓ri nen / a- ...-7 Project: ri 7.14' 4 Type , o l f Inspection: V // `�raG�. i Address' ¢ `bate le� ' 3V — .S7 A9 S Called: . /= Special Instructions: rate anted: /" iim4 _ m. • equester i. _ o INSPECTION RECORD Retain a copy with permit INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable orrectiohs`required prior to approval. 58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to sechedule reinspectfon. !Receipt No.: 'Date: �r Project: l) /joules Type of Inspection: SD Address: 31 Ave J ` Date Called: —.... 6 Special Instructions: Date Waned: a.m. q_ 20 -06 Requester: i _ Phone No: 206 -570 _0808 le? INSPECTION RECORD Retain a copy with permit CO6 —199 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. COMMENTS: 9124/6G he k --rc U aY j poA Lev At tr$ 'k SO \rib Inspector: Corrections required prior to approval. 001 IDate:ei/tq 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: Project: 74 /Am od Type of Inspection: 207 rte/ 0 Address: /G9_ n -s/ ,k, S. Date Called: Special instruction 37 Date Warned:: /' CO !'-/7 -0h P.m. Requester: Phone No: ^/ o <- 5/o- egeoe Approved per applicable codes. INSPECTION RECORD Retain a copy with permit N NO. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Corrections required prior to approval. COMMENTS: pit ak / C � o?- P-f: w Y fir9 ji H t/ Y'!/ L-,- !t'l� ■ �� ACM o {./ /Olen �*h� - A/1(. Y /�ry L1• ri $58.00 REINSPECTIOIYFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. P^ri'e'ct: IP�� Type of Inspection' i 1411(1 Poi A r 1112.1 Ad ess: 1 03n 5 �UP -So. Date Called: 9 J l! D4 Spe i I nstructions: Date Wanted: Vat Mg it Requester: Aa. abit . Phone ,, No: .XJI• -/ 05 - q.5fr. INSPECTION RECORD � - , 9 Retain a copy with permit PERM" ' CITY OF TUKWILA BUILDING DIVISIO ` 2, INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 "Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Vet l 0rr - ("1" 15v r, )r4( Ste el IA rt PprovP T- ' '\ 72e — cirt 4 4 4r71/41/v t In v� e. o f, 4o ?fArc d Co C — Le L\r \ Inspector: Date o L 0 $58.00ItEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. [Receipt No.: [Date: .6 cf: k 1/1 tl / Type of Ins tion: \ Ate A s : e j Date Called: de pp tru : 'n t ru Insctions "` /'nn GPI rQ(4 • Date Wanted: �' ^ Yn .. Re . 4 V _Ta P �L7 e ll ° t� a 3 4 A-12 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _ CRI Approved per applicable codes. COMMENTS: 6) fie - avSf,'Del Xt — 4 1-v o-6 )vis WE-wet/ jf�� yr1 ,ra( ( S G� krP, N(t nspe - Date: �'j _ 3 — D 00 REINSPECTION EE REQUIR ' . Prior to inspection, fee must be d at 6300 Southcente Blvd., Suite 100. Call to sechedute reinspection. R ' eipt No.: IDate: INSPECTION RECORD Retain a copy with permit (206)431 -36 Corrections required prior to approval. Project: To !! `� )4 r Type of Inspection: Res. G::« r tea. l Address: /40 2 8' Suite #: S/ I4/C, Contact Person: R'c file r ap -- Special Instructions: r Phone No.: /- Zoo 77`1— 1/4U Needs Shift Inspection: /// Sprinklers: Fire Alarm: / Hood & Duct: Monitor: r Pre -Fire: Permits: Occupancy Type: I INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT COMMENTS: dI� J rz 5n nJ Inspector: 5 , g S' Date: ,574 9k7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 DOG - 19 y PERMIT NUMBERS ri Corrections required prior to approval. T.F.D. Form F.P. 113 Option Glazing Area %ofFloor Glazing U- Factor Door U- factor Ceiling' - Vaulted Ceiling' Wall Above Grade Wall Int' Below Grade Wall Eat' Below Grade Floor' Slab' On Grade Vertical Overhead" �a i Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -I0 R -30 R -I0 CITY OF TUKWILA — BUILDING DIVISION Lot: A Site Information Address: 16080 .tj Age 6 City: \ uttv-TDt-t State: UP zip: 98t9 Contact: t.4 v ` T✓u Y /fo+t5 Phone: (20t.) ANT ant Phone 2:(06) 23Y - /492 Fax: (206) jqq - 295'7 Prescriptive Approach - Simple Form Fax copy For the Washington State Energy Code (2003 EQtt(rnsft No Climate Zone 1 Table 6-1 PRESCRIPTIVE REQUIREMENTS L' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (U nlimited Glazing Option Onl See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame Qjq all of the Insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed In Table 6 -1, Option Iii. ✓ The project will meet all other provisions of the WSEC and VIA). The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that Is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2.: Doors with a U -factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from are Washington State University Extension Energy Program Presaiptive — Simple Form — Climate Zone 1 RECEIVED CITY OF TUKWILA MAY 2 4 2006 PFbENTER Wit e F ig ill'yaitenn State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 ' 711104 • Conditioned. Floor Area: Glazing, ' Area reef Vertical Glazing Overhead Glazing Poor 602.7.2 Exception, Area X 3 Glazing Area Total fJ Glazing to Floor Area RatidI Glazing total /.Condaloned Moor Area 602,7,2 Exception Ratio 602.1.2 Glaring Area Total! Cond one ed F rArea; Copyright 2004 WSUEEP 02-143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) . TABLE 6.1 PRESCRIPTIVE REQUIREMENTS ° •' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 See codetextfor footnote references Area Weighted U- Factor' �qlm exceed %,. 7/28/2004 1 of 3 $rJESIGNS UNLIMITED STOCK PLANS ■ CUSTOM DESIGN ize Gravity Lod Analysis PLAN 2790A/DB/3 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6.16 Software 2001 NDS 4/18/2006 FILE COPY Permlt No. REVIEWED FOR CODE COMPLIANCE ,l.,.,..... ►Cn 1 JUL 17 Z006 Cii 1 Of Tukwila Buiwiwirz MIISIOW CITY RECEIVED TUKWILA MAY 2.4 2006 PERMIT CENTER • t 19613.81st Ave S • Suite F • Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 • v4W.attINVIIRt/URNMilliegOerkil/P3 • PLAN 2790 A/DB /3 BDRM 3 REAR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 1618 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -1 Prepared by: TD Date: 4/17/06 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 4.O in R2= 4.O in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.75 ft 6.17 # 29 # 1921 It L / 240 Reaction 1 11 1618 # Reaction 2 TL Maximum V 1618 # Max V (Reduced) 1206 # TL Actual Defl L / >1000 1618 # Section (in Shear (in TL Defl (in) 30.66 20.86 OK 68% 25.38 12.06 OK 48% 0.05 0.24 OK 23% Fb (psi) Fv (psi) E (psi x mil) Base Values 850 Base Adjusted 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: 675 = A Uniform Load A SPAN = 4.75 FT Uniform and partial uniform loads are lbs per lineal ft. /\ R2 = 1618 Fc I (psi) • PLAN 2790 A/DB /3 BDRM 2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1=1873 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -2 Prepared by: TD Date: 4/17/06 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 4.6 in R2= 4.6 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 5.5 ft 6.17 # 34# 2576 L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1873 # Reaction 2 TL 1873 # 1873 # 1462 # L/681 Section (in Shear (in TL Defl (in) 30.66 27.97 OK 91% 25.38 14.62 OK 58% 0.10 0.28 OK 35% Fb (psi) Fv (psi) E (psi x mil) Fc (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: 675 = A Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2=1873 PLAN 2790 A/DB /3 MASTER REAR HOR Selection Conditions pata Attributes Actual Critical Status Ratio Values Adiustments Loads R1=2898 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -3 Prepared by: TD Date: 4/17/06 3 -118x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 4.5 in' R2= 4.5 in' Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 8.5 ft 6.83 # 58 # 6158'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 2898 # 2898 # 2386 # L/436 Reaction 2 TL 2898 # Section (in') Shear (in') TL Defl (in) 42.19 30.79 OK 73% 28.13 14.92 OK 53% 0.23 0.43 OK 55% 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: 675 = A Uniform Load A SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2=2898 Fc I (psi) PLAN 2790 A/DB /3 MSTR BATH Selection Conditions Da a Attributes Actual Critical Status Ratio Values Adjustments R1=185 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area R1= 0.5 in R2= 0.5 in' Section (in') Shear (in TL Dell (in) Fb (psi) BEAM -4 Prepared by: TD Date: 4/17/06 4x 4 HF #2 Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 4.75 ft 2.98 # Reaction 1 TL 185 # Reaction 2 TL 14 # Maximum V 185 # 220'# Max V (Reduced) 162 # L / 240 TL Actual Defl L / >1000 185 # 7.15 2.07 OK 29% 12.25 1.62 OK 13% 0.05 0.24 OK 23% Fv (psi) E (psi x mil 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 WA 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL: 75 = A Uniform Load A SPAN = 4.75 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 185 Fc ± (psi) PLAN 2790 A/DB /3 ENTRY UPPER WNDW Selection Conditions Attributes Actual Critical Status Ratio Values Adiustments Loads R1 =170 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -5 Prepared by: TD Date: 4/17/06 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 0.4 in' R2= 0.4 in' Beam Span Beam Wt per ft Bm Wt Included Max Moment 7L Max Defl 4.75 ft 2.98 # 14 # 202 It L/ 240 Reaction 1 TL 170 # Reaction 2 TL Maximum V 170 # Max V (Reduced) 149 # TL Actual Deft L / >1000 170 # Section (in') Shear (1n TL Defl (in) 7.15 1.90 OK 27% 12.25 1.49 OK 12% 0.05 0.24 OK 21% Fb (psi) Fv (psi) E (psi x mil) 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 Uniform TL: 69 = A Uniform Load A SPAN = 4.75 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 170 FcI (psi) PLAN 2790 A/DB /3 BDRM 4 Selection Conditions Data Ad to Actual Critical Status Ratio Values Adjustments Loads Uniform Load A R1 = 185 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area R1= 0.5 in' R2= 0.5 in Section (in') Shear (in') TL Deft (in) Fb (psi) BEAM -6 Prepared by: TD Fv (psi) E (psi x mil) Uniform TL: 75 = A SPAN = 4.75 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/17/06 4x 4 HF #2 Lu = 0.0 Ft Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.75 ft 2.98 # Reaction 1 TL 185 # Reaction 2 TL 14 # Maximum V 185 # 220'# Max V (Reduced) 162 # L / 240 TL Actual Defl L / >1000 185 # 7.15 2.07 OK 29% 12.25 1.62 OK 13% 0.05 0.24 OK 23% /\ R2 = 185 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 PLAN 2790 A/DB /3 PORCH LEFT BM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 809 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.0 in R2= 2.0 in' Section (in') Shear (in') TL Defl (in) Fb (psi) BEAM -7 Prepared by: TD Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 9.25 ft 6.17 # 57 # 1871 'St L1240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 809 # 809 # 703 # L/558 Reaction 2 TL 809 # 30.66 20.32 OK 66% 25 38 7.03 OK 28% 0.20 0.46 OK 43% 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: 169 = A Uniform Load A SPAN = 9.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/17/06 R2 = 809 Fc I (psi) PLAN 2790 A/DB /3 PORCH MID BM Selection Conditions Data Attributes Actual Critical Status Ratio Values Ad ustments Loads R1 = 634 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -8 Prepared by: TD Date: 4/17/06 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.6 in R2= 1.6 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 7.25 ft 6.17# 45 # 1149'# L/240 Reaction 1 TL Maximum V 634 # 634 # Max V (Reduced) 528 # TL Actual Defl L / >1000 Reaction 2 11. 634 # Section (in') Shear (in TL Defl (in) 30.66 12.48 OK 41% 25.38 5.28 OK 21% 0.08 0.36 OK 21% 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: 169 = A Uniform Load A SPAN = 7.25 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 =634 Fc I (psi) PLAN 2790 A/DB /3 PORCH RIGHT BM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1418 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 BEAM -9 Prepared by: TD Date: 4/17/06 4x 10 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.5 in R2= 3.5 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 10.25 ft 7.87 # 81 # 3633'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1418 # Reaction 2 TL 1418 # 1418 # 1204 # L / 538 Section (in') Shear (in TL Defl (in) 49.91 42.74 OK 86% 32.38 12.04 OK 37% 0.23 0.51 OK 45% 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: 269 =A Uniform Load A SPAN = 10.25 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 1418 Fc I (psi) PLAN 2790 A/DB /3 STUDY FRCH DRS Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads ( R1 = 2394 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in') Shear (in') TL Defl (in) Fb (psi) BEAM -10 Prepared by: TD Date: 4/17/06 4x 10 HF #2 Lu = 0.0 Ft R1= 5.9 in' R2= 5.9 In' Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 5.5 ft 7.87 # Reaction 1 TL 2394 # Reaction 2 TL 2394 # 43 # Maximum V 2394 # 3291 '# Max V (Reduced) 1723 # L / 240 TL Actual Defl L / >1000 49.91 38.72 OK 78% 32 38 17.23 OK 53% 0.06 0.28 OK 22% Fv (psi) E (psi x mil) Fc L (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 Uniform TL: 863 = A Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 2394 PLAN 2790 A/DB /3 ENTRY HDR Selection Conditions Data Attributes Actual Critical Status Ratio Val Adiustments Loads Pt loads: i R1 = 530 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -11 Prepared by: TD Date: 4/17/06 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.3 in R2= 1.4 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 6.5 ft 4.68 # 30 # 776 L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 530 # Reaction 2 TL 556 # 503 # L / 779 556 # Section (in Shear (in TL Defl (in) 17.65 8.43 OK 48% 19 25 5.03 OK 26% 0.10 0.33 OK 31% Fb (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 Point TL Distance B = 170 C = 170 1.25 5.75 Fv (psi) E (psi x mil) Uniform TL: 110 = A Uniform Load A B 6 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 556 Fc I (psi) PLAN 2790 A/DB /3 LIVING ROOM HDR Selection Conditions Data Ariute Actual Critical Status Ratio Values Adiustments Loads Pt loads: R1 = 2685 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 12 HF #2 Lu =0.OFt NM 2001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 8.O ft 9.57 # 77 # 5208 'Si L / 240 Reaction 1 11 Maximum V Max V (Reduced) TL Actual Defl 2685 # 2685 # 2102 # L / 853 Reaction 2 TL 2662 # Section (In') Shear (1n TL Defl (in) 73.83 66.84 OK 91% 39.38 21.02 OK 53% 0.11 0.40 OK 28% Base Values 850 Base Adjusted 935 150 150 1.3 1.3 405 405 CF Size Factor 1.100 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 =185 C =185 R1= 6.6 in' R2= 6.6 in' Fb (psi) Distance 1.0 6.5 BEAM -12 Prepared by: TD Fv (psi) E (psi x mil) Uniform TL: 613 = A Uniform Load A B SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/17/06 R2 = 2662 Fc (psi) PLAN 2790 A/DB /3 DINING /KITCHEN Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loa ds R1=1765 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 BEAM -13 Prepared by: TD Date: 4/17/06 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 4.4 in R2= 4.4 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 3.25 ft 4.68 # 15 # 1434'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1765 # Reaction 2 TL 1765 # 1267# L / 904 1765 # Section (in') Shear (in TL Deft (in) 17.65 15.57 OK 88% 19.25 12.67 OK 66% 0.04 0.16 OK 27% 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: 1081 = A Uniform Load A SPAN = 3.25 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 1765 Fc t (psi) PLAN 2790 A/DB /3 DINING WNDW HDR Selection Conditions Data Attributes Actual Critical Status Ratio • Values Adiustments Loads Pt loads: i R1 = 474 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 6 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 6.75 ft 4.68 # 32 # 896'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 474 # 552 # 474# L/694 Reaction 2 TL 552 # Section (in') Shear (In TL Defl (in) 17.65 9.74 OK 55% 19.25 4.74 OK 25% 0.12 0.34 OK 35% 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 Distance Par Unif TL Start End B = 150 C =150 Fb (psi) 0.25 3.0 H BEAM -14 Prepared by: TD R1= 1.2 in R2= 1.4 in Fv (psi) E (psi x mil) H = 25 1 =165 B 0 SPAN = 6.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/17/06 R2=552 Fc ! (psi) 0 3.0 3.0 6.75 PLAN 2790 A/DB /3 KITCHEN REAR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1=1037 8eamChek v2005 Iicensed to: Designs Unlimited Reg # 8101 -1456 BEAM -15 Prepared by: TD 4x 6 HF #2 Lu =0.OFt NDS 2001 Min Bearing Area R1= 2.6 in R2= 2.6 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 4.5 ft 4.68 # 21 1167'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1037 # 1037 826 L/802 Reaction 2 TL 1037 # Section (in') Shear (in TL Defl (in) 17.65 12.67 OK 72% 19 25 8.26 OK 43% 0.07 0.23 OK 30% 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: 456 = A Uniform Load A SPAN = 4.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/17/06 R2=1037 Eck (psi) PLAN 2790 A/DB /3 NOOK BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: R1 = 4438 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 Min Bearing Area R1= 6.8 in R2= 6.6 in Section (in') Shear (in TL Defl (in) 6 =1873 C =1873 Fb (psi) 2.25 7.75 BEAM -16 Prepared by: TD Fv (psi) E (psi x mil) Uniform TL: 463 = A Uniform Load A 0 SPAN = 10.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/17/06 3 -118x 12 GLB 24F -V4 DF /DF Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 10.5 ft 9.11 # 96 # 11190'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4438 # 4438 # 3967 # L / 424 Reaction 2 TL 4260 # 75.00 55.95 OK 75% 37.50 24.79 OK 66% 0.30 0.53 OK 57% R2 = 4260 Fc1(psi) Base Values Base Adjusted 2400 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 • Adiustments 2790A/DB/3 FAMILY RM WNDWS Selection Conditions Data Attributes Actual Critical Status Ratio Values Loads Pt loads: i R1 =4222 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= 6.5 in R2= 5.3 in BEAM -17 Prepared by: TD Date: 4/18/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 5.5 ft 6.83 # 38 # 7224 L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4222 # Reaction 2 TL 3477 # 4222 # 3315 # L/619 Section (In') Shear (in TL Defl (in) 42.19 36.12 OK 86% 28.13 20.72 OK 74% 0.11 0.28 OK 39% 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 Point 11. B = 2898 Fb (psi) Distance 3.0 H Fv (psi) E (psi x mil) Par Unif TL H = 1203 I = 463 B SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 3477 Eck (psi) Start End 0 3.0 3.0 5.5 2790A/DB/3 FAMILY RM WNDWS Selection Conditions Data Attributes Actual Critical Status Ratio Values Adj ustments loads 0 R1=1289 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -18 Prepared by: TD Date: 4/18/06 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.2 in R2= 3.2 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Deft 5.5 ft 6.17# 34 # 1772 W L /240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1289 # 1289 # 1006 # L / 990 Reaction 2 TL 1289 # Section (in') Shear (in') TL Deft (in) 30.66 19.25 OK 63% 25 38 10.06 OK 40% 0.07 0.28 OK 24% 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: 463 = A Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 =1289 Fc I (psi) • 2790A/DB/3 STUDY WNDW Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments R1 = 574 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in') Shear (in TL Deft (in) Fb (psi) BEAM -19 Prepared by: TD R1= 1.4 in R2= 1.4 in Fv (psi) E (psi x mil) Loads Uniform TL: 195 = A Uniform Load A SPAN = 5.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/18/06 4x 6 HF #2 Lu = 0.0 Ft Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Dell 5.75 ft 4.68 # 27 # 825 L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 574 # Reaction 2 TL 574 # 483# L / 888 574 # 17.65 8.96 OK 51% 19 25 4.83 OK 25% 0.08 0.29 OK 27% R2 = 574 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 2790A/DB/3 NOOK HDR Selection Conditions Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 405 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -20 Prepared by: TD Date: 4/18/06 4x 6 HF #2 Lu =O.0Ft NDS 2001 Min Bearing Area R1= 1.0 in' R2= 1.0 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 6 25 ft 4.68 # Reaction 1 TL 405 # Reaction 2 TL 29 # Maximum V 405 # 633 Max V (Reduced) 346 # L / 240 TL Actual Defl L / >1000 405 # Section (in') Shear (in TL Defl (in) 17.65 6.88 OK 39% 19.25 3.46 OK 18% 0.07 0.31 OK 23% 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: 125 = A Uniform Load A SPAN = 6.25 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 405 RI (psi) 2790A/DB/3 FRONT PORCH LFT BM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments j-oads /\ R1 = 676 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (ins) Shear (in TL Defl (in) Fb (psi) BEAM -21 Prepared by: TD 4x 8 HF #2 Lu = 0.0 Ft R1= 1.7 in R2= 1.7 in Date: 4/18/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 9.25 ft 6.17 # 57 # 1563 W L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 676 # Reaction 2 TL 676 # 588 # L / 667 676 # 30.66 16.98 OK 55% 25.38 5.88 OK 23% 0.17 0.46 OK 36% 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: 140 = A Uniform Load A SPAN = 9.25 FT Uniform and partial uniform loads are Ibs per lineal ft. /\ R2 = 676 Fc1(psi) • 2790A/DB/3 FRONT RIGHT LFT BM Selection Conditions Data Attributes Actual Critical Status Ratio Value. /ldiustments R1 = 1888 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in') Shear (in TL Defl (in) Fb (psi) BEAM -22 Prepared by TD 4x 12 HF #2 Lu = 0.0 Ft R1= 4.7 in R2= 4.7 in Date: 4/18/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 10.5 ft 9.57 # 100 # 4955'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1888 # Reaction 2 TL 1888 # 1888 # 1551 # L / 693 73.83 63.60 OK 86% 39.38 15.51 OK 39% 0.18 0.53 OK 35% E (psi x mil) Fv (psi) 850 Base Values Base Adjusted 935 150 150 1.3 1.3 405 405 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 Loads Uniform TL: 350 = A Uniform Load A SPAN = 10.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2=1888 Fc I (psi) } • Data Attributeq Actual Critical Status Ratio Values Adiustments Loads R1 = 1132 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 2790A/DB/3 0 (nQ0 1 Prepared by: TD Date: 4/18/06 Selection 14x 6 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 2.8 In' R2= 2.8 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 3.0 ft 4.68 # Reaction 1 TL 1132 # Reaction 2 TL 1132 # 14 # Maximum V 1132 # 849'# Max V (Reduced) 786 # L / 240 TL Actual Defl L / >1000 Section (in') Shear (in TL Defl (in) 17.65 9.22 OK 52% 19.25 7.86 OK 41% 0.02 0.15 OK 15% Fb (psi) Fv (psi) E (psi x mil) Base Values 850 Base Adjusted 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: 750 = A Uniform Load A SPAN = 3 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 =1132 Fc1(psi) 2790A/DB/3 M.F. SHORT BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: R1 = 3748 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 5 -1/8x 12 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 5.8 in' R2= 7.0 in' BEAM -23 Prepared by: TD Date: 4/18/06 Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 11.75 ft 14.94 # 176 # 13567 It L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 3748 # Reaction 2 TL 4567 # 4567 # 4052 # L / 570 Section (in') Shear (in') TL Defl (in) 123.00 67.84 OK 55% 61.50 25.32 OK 41% 0.25 0.59 OK 42% Point TL B = 1132 C = 1132 Fb (psi) Distance 6.75 9.25 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 B 2 SPAN = 11.75 FT Uniform and partial uniform loads are IDs per lineal ft. /\ R2 = 4567 Fc I (psi) 2790A/DB/3 M.F. BEAM 2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 3730 BeamChek v2005 licensed to: Designs Unlimited Reg It 8101 -1456 5 -118x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 5.7 in' R2= 5.7 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Deb 11.25 ft 13.08 # 147 # 10490'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 3730 # 3730 # 3150# L / 504 Reaction 2 TL 3730 # Section (In') Shear (in') TL Defl (in) Fb (psi) BEAM -24 Prepared by: TD Date: 4/18/06 94.17 52.45 OK 56% 53.81 19.69 OK 37% 0.27 0.56 OK 48% Fv (ps) E (psi x mil) Fc I (psi) Base Values Base Adjusted 2400 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: 650 = A Uniform Load A SPAN = 1125 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 3730 2790A/DB/3 M.F LG BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 3705 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1458 5 -118x 9 GLB 24F -V4 DF /DF Lu =0.OFt Min Bearing Area R1= 5.71n R2= 5.71n Section (in Shear (in TL Defl (in) Fb (psi) BEAM -25 Prepared by: TD Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 9.5 ft 11.21 # 106 # 8799'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 3705 # 3705 # 3120 # L / 448 Reaction 2 TL 3705 # 69.19 43.99 OK 64% 46.13 19.50 OK 42% 0.25 0.48 OK 54% Fv (psi) Base Values Base Adjusted 2400 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 E (psi x mil) Uniform TL: 769 = A Uniform Load A SPAN = 9.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/24/06 R2 = 3705 Fc1(psi) 2790A/DB/3 M.F LG BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads /\ R1 =4702 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 5 -1/8x 12 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 7.2 in R2= 7.2 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 12.0 ft 14.94 # 179 # 14107 '# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4702 # 4702 # 3918 # L / 524 Reaction 2 TL 4702 # Section (in') Shear (in TL Defl (in) 123.00 70.53 OK 57% 61.50 24.49 OK 40% 0.27 0.60 OK 46% Fb (psi) BEAM -26 Prepared by: TD Ev (psi) E (psi x mil Base Values Base Adjusted 2400 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: 769 = A Uniform Load A SPAN = 12 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/24/06 /\ R2 = 4702 Fc ± (psi) 2790A/DB/3 M.F. LG BEAM Selection Conditions Data Attdbutes Actual Critical Status Ratio Values Adiustments Loads Uniform TL: 738 = A Uniform Load A /\ R1 = 4128 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 Min Bearing Area R1= 6.4 in R2= 6.4 in Section (ire) Shear (in TL Defl (in) Fb (psi) BEAM -27 Prepared by: TD Fv (psi) E (psi x mil SPAN = 11 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/18/06 5 -1 /8x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Beam Span Beam Wt per ft Bin Wt Included Max Moment TL Max Defl 11.0 ft 13.08 # 144 # 11352'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4128 # Reaction 2 TL 4128 # 4128 # 3471 # L / 476 94.17 56.76 OK 60% 53.81 21.70 OK 40% 0.28 0.55 OK 50% /\ R2 = 4128 Fol. (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 2790A/DB/3 SM GARAGE DOOR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments loads Pt loads' i R1 =4215 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 Min Bearing Area Section (in') Shear (In') TL Defl (in) Point TL B = 4438 C = 1037 R1= 6.5 in 11.2 in' Fb (psi) Distance 7.75 2.75 BEAM -28 Prepared by: TD Fir (psi) E (psi x mil) Uniform TL: 674 = A Uniform Load A SPAN = 8.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/18/06 5 -1/8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 8.75 ft 11.21 # 98 # 10225 W L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4215 # Reaction 2 TL 7253 # 6740 # L/381 7253 # 69.19 51.12 OK 74% 46.13 42.12 OK 91% 0.28 0.44 OK 63% R2 = 7253 Fc I (psi) Base Values Base Adjusted 2400 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 2790A/DB/3 M.F LG BEAM Selection Conditions Data A ribu Actual Critical Status Ratio Values Adjustm Loads Pt loads: R1 = 8033 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -8 11 Prepared by: TD Date: 4/24/06 5 -1/8x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 12.4 in R2= 10.4 In Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 8.5 ft 13.08 # 111 # 11343'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 8033 # Reaction 2 TL 8033 # 6159 # L / 540 6760 # Section (in Shear (in TL Defl (in) 94.17 56.72 OK 60% 53.81 38.49 OK 72% 0.19 0.43 OK 44% Fb (psi) Fv (psi) E (psi x mil) Psi_ (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 Point TL B = 4766 C = 1289 D = 2898 Distance 0.75 6.25 7.25 Uniform TL: 674 = A Uniform Load A B 6 D SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 6760 2790A/DB/3 M.F LG BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Lstments Loads Pt loads: /\ R1 = 8167 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM•23?1 T' Prepared by: TD Date: 4/24/06 5 -1/8x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 12.6 in R2= 9.5 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 8.5 ft 13.08 # 111 # 17326 W L. / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 8167 # Reaction 2 TL 8167 # 7566 # L/405 6155 # Section (in') Shear (in') TL Defl (in) 94.17 86.63 OK 92% 53.81 47.28 OK 88% 0.25 0.43 OK 59% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point TL B = 4260 C = 4222 Distance 1.5 5.0 Uniform TL: 674 = A Uniform Load A 0 co SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 6155 2790A/DB/3 BEAM -2V 5 @E-AM Dac ta Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments 4oads R1 = 3791 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 5 -118x 16 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 5.8 in' R2= 4.9 in Prepared by: TD Date: 4/24/06 Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 17.5 ft 20.55 # 360 # 16015'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 3791 # 3791 # 3174 # L/791 Reaction 2 TL 3199 # Section (in') Shear (in TL Defl (in) 232.55 81.17 OK 35% 84.56 19.84 OK 23% 0.27 0.88 OK 30% Fb (psi) Fv (psi) Base Values 2400 Base Adjusted 2368 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.986 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 H E (psi x mil) Par Unif TL H = 428 1 =271 SPAN = 17.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 3199 Fc I (psi) Start 0 12.0 End 12.0 17.5 • 2790A/DB/3 REAR DECK election Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1=778 BEAM MID BeamChek v2005 licensed to: Designs Unlimited Reg it 8101 -1456 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.9 in' R2= 1.9 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 7.25 ft 4.68 # 34# 1411 W L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 778 # Reaction 2 TL 778 # 680 # L/412 778 # Section (in') Shear (in') TL Defl (in) 17.65 15.32 OK 87% 19.25 6.80 OK 35% 0.21 0 36 OK 58% Fb (psi) BEAM -31 Prepared by: TD 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: 210 = A Uniform Load A SPAN = 7.25 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/18/06 R2 = 778 Fc (psi) 2790A/DB/3 REAR DECK Selection Conditions Data Attributes Actual Critical Status Ratio lues Adjustments Loads /\ R1=1466 BEAM MID BeamChek v2005 licensed to: Designs Unlimited Reg It 8101 -1456 BEAM -32 Prepared by: TD Date: 4/18/06 4x 10 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 3.6 In' R2= 3.6 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 10.5 ft 7.87 # 83 # 3848 L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1466 # Reaction 2 TL 1466 # 1251 # L/496 1466 # Section (In') Shear (in') TL Defl (in) 49.91 45.27 OK 91% 32.38 12.51 OK 39% 0.25 0.53 OK 48% Fb (psi) Fv (psi) E (psi x mi Uniform TL: 271 = A Uniform Load A SPAN = 10.5 FT Uniform and partial uniform loads are fbs per lineal ft. R2=1466 Fc I (psi) n 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 2790A/DB/3 REAR DECK BEAM LEFT Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjust Loads R1 = 644 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area R1= 1.6 in' R2= 1.6 in' Section (in') Shear (in') TL Defl (in) Fb (psi) BEAM -33 Prepared by: TD Date: 4/18/06 4x 6 HF #2 Lu = 0.0 Ft Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 6.0 ft 4.68 # 28 # 966 '# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 644 # Reaction 2 TL 644 # 546 # L/727 644 # 17.65 10.49 OK 59% 19.25 5.46 OK 28% 0.10 0.30 OK 33% Fv (psi) E (psi x mil) Base Values Base Adjusted 850 1105 150 150 1.3 1.3 405 405 CF Size Factor 1 300 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 Uniform TL: 210 = A Uniform Load A SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 644 FcI (psi) ! 2790 A/DB /3 MFF Selection Conditions Data A !Stiles Actual Critical Status Ratio Values Adiustments (_oads R1 = 860 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -34 Prepared by: TD 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.1 in R2= 2.1 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.25 ft 4.68 # Reaction 1 TL 860 # Reaction 2 TL 20 # Maximum V 860 # 914'# Max V (Reduced) 674 # L / 240 TL Actual Defl L / >1000 860 # Section (in Shear (in TL Defl (in) 17.65 9.92 OK 56% 19.25 6.74 OK 35% 0.05 0.21 OK 22% 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 WA 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 400 = A Uniform Load A SPAN = 4.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/19/06 R2 = 860 Fc1(psi) 2790 A/DB /3 MFF Selection Conditions NDS 2001 Min Bearing Area Data Attributes Actual Critical Status Ratio Velues Adiustments Loads 0 R1 = 431 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 4 HF #2 Lu = 0.0 Ft R1= 1.1 in' R2= 1.1 in' Section (in') Shear (in') TL Defl (in) Fb (psi) BEAM -35 Prepared by: TD Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 4.25 if 2.98 # 13 # 458'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 431 # Reaction 2 TL 431 # 372# L / 557 431 # 7.15 4.31 OK 60% 12.25 3.72 OK 30% 0.09 0.21 OK 43% Fv (psi) E (psi x mil) 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 Uniform TL: 200 = A Uniform Load A SPAN = 4.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/19/06 R2 =431 Fc l (psi) 2790 A/DB /3 UFF HALLWAY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adius Loads R1 = 966 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.4 in R2= 2.4 in Section (in Shear (in TL Defl (in) BEAM -36 Prepared by: TD Date: 4/19/06 Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 4.25 ft 4.68 # 20 # 1027'# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 966 # 966 # 758 # L / 965 Reaction 2 TL 966 # 17.65 11.15 OK 63% 19.25 7.58 OK 39% 0.05 0.21 OK 25% 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: 450 = A Uniform Load A SPAN = 4.25 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 966 Fc I (psi) Lateral Load Analysis for: „lt No. \, Plan 2790A/D13/3 GL rid M • `sign Unlimited is Western Washington Default Per 2003 !BC using Qlat v 4.0 REVIEWED FOR CODE COMPLIANCE 411 nnn even JUL 1 7 2006 City e f Tu wila 1 31aDTIWZ MUTTON Seismic Design Data (Equivalent Force) Importance Factor Ss and 5d Site Class Sd1 and SDs Seismic Design Category Force resisting System Design Base Shear " Cs R Wind Data (Simplified Method, 10 psf min controls design Exposure Wind Speed Snow Load 1.0 .84,1.50 D 0.56, W5P Shear Walls 7.0; 8.4'y 0.110 (ASD) 65 (05B) 85 mph (3 sec) 25 psf April 13, 2006 :EXPIRES 03 - 16 - This lateral design has been personally reviewed by me and it is in full compliance with the 2003 International Building C0M3ECEIVED CITY OF TUKWILA MAY 2. 2006 PERMIT CENTER DO & I1 L4 Walls Holddowns Struts X 1 i Story : 1 2 38.0 06 -08 -2006 27608883 C 7/16" Wood Structural Panel w/ 10d Box C Gr III Species ] C Simpson Strong -Tie Holdown] C Gr III Species C Simpson Cnnctr 7 N- Exceeds maximum table value J RECEIVED JUN 12 2006 PERMIT CENTER INCOMPLETE Me I Pi 2 1 A — B 31 C 43.0 Walls Holddowns Struts JL »+r 33 33 Story : 2 4 3 2 4 4 4 2 38.0 5 5 06 -08 -2006 27SOADB3 E 7/16" Wood Structural Panel w/ 1Od Box C Gr III Species ] C Simpson Strong -Tie Holdown] C Gr III Species C Simpson Cnnctr ] w- Exceeds maximum table value tv 1 i Story : 3 Y NO 1 A — 1 1 1 B 31 C 43.0 1 3 3 Walls Holddowns Struts 06 -06 -2806 279OADB3 C 7/16" Wood Structural Panel w/ 1Od Box C Gr III Species ] C Simpson Strong -Tie Holdown] C Gr III Species C Simpson Cnnctr ] w- Exceeds maximum table value == anear Wall bCiWUUlt [ 7/16" Wood Structural J L V1 111 ,7peLieb J Panel w/ 10d Box] Shear Wall Edge Anchor Bottom Rim /Bik to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Klf 7/16" OSB(1) 10d @ 6 5 /8" @ 64 16d @ 7 A35 @16 w/12 -8d 0.2 M Mloto to 1 1 1 1 1 r-1 1-I r1 r1 r-1 7/16" OSB(1) 10d Co 4 5/8" @ 32 16d @ 5 A35@16 w /12 -8d 0.3 7/16' OSB(1) 10d @ 3 5/8" @ 16 16d @ 4 A35 @12 w /12 -8d 0.4 VI 7/16" 0SB(1) 10d @ 2 5/8" @ 12 16d @ 3 A35@ 9 w /12 -8d 0.60 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 5 2- A35 @15 w12 -8d 0.70 7/16" OS8(2) 10d @ 3 5/8" @ 24 2 -16d @ 4 2- A35 @12 w12 -8d 0.90 7/16" 0SB(2) 10d @ 2 5/8" @ 16 2 -16d @ 3 2 -A35@ 9 w12 -8d 1.20 [ Shear Wall Notes ] 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 16 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. 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) Walls >0.60 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). 4) Provide minimum 2 -2x blocking or joists beneath bottom plate with bottom plate nails staggered. 5) For shear walls 5, 6 and 7 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. — L 1101UOW11 Simpson [ Simpson oe1LCLu1C Strong 2006 J 1 VL -Tie Holdown] Catalog ] 111 owc IJLCa J — Foundation Level HD Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number lO CO -4 Ol to iP W N N STHD8 (2)2x (24) 16d - -- 2.37 STHD10 (2)2x (28) 16d - -- 3.73 STHD14 (2)2x (38) 16d - -- 5.03 PHD6 (2)2x (18)SDS3 7/8 "0 5.48 HD8A 4x (3)7/8 7/8 "0 6.35 HDU8 4x (20)SDS2 7/8 "0 7.18 HDC10 /22 4x (24)SDS2 7/8 "¢ 8.43 HDU11 4x (30)8082 1" 0 9.70 HD15 6x (5) 1" ¢ 1 -1/4 "¢ 13.80 =1 JYO.UOWII AOLICUu1e [ Simpson Strong [ Simpson 2003 -Tie Catalog 1 L w.f. Holdown ] ] 111 ojJCL Lcb ]— Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number r1N M'4' in c- coat CS18(36 ") 2x (18)10d - -- 1.27 (2)C820(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 H1015 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 STHDB, 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" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories [ 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. L JJLay SGLUI. [ Simpson Cnnctr [ Simpson 1996 SG11CUULC J on• ] Catalog i /++ O}JC•iC0.1 Conn Drag Fastner Thru Cap Note Type Strut to Cnnctr Rod Kips o. 24 " -CS16 DEL TOP PL (22) -10d -- 1. H H ri ri riNNNN (2)24 " -CS16 DEL TOP PL (22) -10d ea -- 3. (3)24 " -CS16 4x 6 (22) -10d ea -- 4. 155 "- CMST14 4x 6 (88) -10d -- 6. W 202 "- CMST12 4x 6 (118) -10d -- 9. (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) -HD1S 6x10 ea (5)- 1" 0 1 -1/4 "¢ 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 : 12:35:11 Date : 04 -18 -2006 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall RIGHT END SETS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 2 A 1 10.00 0.00 0.99 2.22 3 A 1 13.00 0.00 0.00 0.38 1 A 2 20.50 0.00 5.11 7.46 2 A 2 23.50 0.00 1.49 1.96 3 B 1 27.50 31.00 1.04 2.07 2 8 2 38.00 31.00 3.55 4.49 1 8 2 38.00 31.00 0.19 2.75 2 C 1 2.50 43.00 1.72 2.36 3 C 1 3.50 43.00 0.19 0.50 3 C 2 12.50 43.00 0.19 0.50 2 C 2 12.50 43.00 1.54 2.09 WOODCAD QLAT (Pro V4.0) File: 2790AD83 Page: 4 Designs Unlimited Time : 12:35:11 Date : 04 -18 -2006 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 3 A 1 5.00 0.00 0.00 0.38 2 A 1 5.00 0.00 0.99 2.22 1 A 2 17.00 0.00 4.64 7.79 3 A 2 18.00 0.00 0.00 0.33 2 B 1 25.00 31.00 3.45 4.42 1 B 2 28.00 31.00 1.70 4.59 2 B 2 34.50 31.00 3.55 4.49 3 C 1 0.00 43.00 0.19 0.50 2 C 1 0.00 43.00 1.72 2.36 3 C 2 9.00 43.00 0.19 0.50 2 C 2 10.00 43.00 1.54 2.09 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 3 Designs Unlimited Time : 12:35:11 Date : 04 -18 -2006 _ ____ =______________ SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 2 1 1 0.00 21.00 0.00 0.27 2 1 2 0.00 43.00 0.00 0.13 2 2 1 38.00 22.50 2.72 4.27 3 2 2 38.00 31.00 0.00 0.15 2 2 2 38.00 31.00 2.45 4.53 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 2 Designs Unlimited Time : 12:35:11 Date : 04 -18 -2006 3 SUMMARY OF ACCUMULATED HOLDDOWN FORCES C 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 1 2 0.00 27.00 0.00 0.45 2 2 2 38.00 27.50 2.85 4.38 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 1 Designs Unlimited Time : 12:35:10 Date : 04 -18 -2006 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: Wall 2 Height 9.0 SW Len 10.0 HD Len 10.0 Wt 0.150 Seismic Wind 1.622 2.375 21.283 21.375 0.100 0.100 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -2.128 RT -2.128 LT -2.137 RT -2.137 LT 61.625 RT 61.625 LT 48.575 RT 48.575 LT -4.034 RT -4.034 LT -2.720 RT -2.720 Wall 1 Height 9.0 SW Len 12.0 HD Len 12.0 Wt 0.150 Seismic Wind 1.177 1.680 15.120 0.100 LT 0.000 RT 0.000 LT -1.260 RT -1.260 LT 69.948 RT 69.948 LT -4.569 RT -4.569 OTM 18.613 Uniform DL: 0.100 Header DL : LT 0.000 RT 0.000 Max Down LT -1.551 RT -1.551 Res Moment: LT 88.740 RT 88.740 Holddown LT -5.844 RT -5.844 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 6 Designs Unlimited Time : 12:35:10 Date : 04 -18 -2006 ______ WALLS Parallel to X -Axis Story 2 Line C Wall 1 Height 9.0 SW Len Seismic Wall Force: 0.476 OTM 4.449 Uniform DL: 0.100 Header DL : LT 0.000 RT 0.000 Max Down LT -1.780 RT -1.780 Res Moment: LT 0.624 RT 0.624 Holddown LT 1.530 RT 1.530 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 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 2 Height 9.0 SW Len Seismic 0.476 4.839 0.100 LT 0.000 RT 0.000 LT -1.936 RT -1.936 LT 1.461 RT 1.461 LT 1.351 RT 1.351 Wall 1 Height 9.0 SW Len Seismic 1.520 13.918 0.100 LT 0.000 RT 0.000 LT -3.976 RT -3.976 LT 1.223 RT 1.223 LT 3.627 RT 3.627 Wall 2 Height 9.0 SW Len Seismic 1.520 13.918 0.100 LT 0.000 RT 0.000 LT -3.976 RT -3.976 LT 1.223 RT 1.223 LT 3.627 RT 3.627 Wall 1 Height 9.0 SW Len Seismic 2.596 34.053 0.100 LT 0.000 RT 0.000 LT -2.128 RT -2.128 LT 157.760 RT 157.760 LT -7.732 RT -7.732 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 5 2.5 HD Len 2.5 Wt 0.015 Wind 0.570 5.130 0.100 LT 0.000 RT 0.000 LT -2.052 RT -2.052 LT 0.492 RT 0.492 LT 1.855 RT 1.855 2.5 HD Len 2.5 Wt 0.050 Wind 0.570 5.130 0.100 LT 0.000 RT 0.000 LT -2.052 RT -2.052 LT 1.152 RT 1.152 LT 1.591 RT 1.591 3.5 HD Len 3.5 Wt 0.015 Wind 2.247 20.227 0.100 LT 0.000 RT 0.000 LT -5.779 RT -5.779 LT 0.964 RT 0.964 LT 5.504 RT 5.504 3.5 HD Len 3.5 Wt 0.015 Wind 2.247 20.227 0.100 LT 0.000 RT 0.000 LT -5.779 RT -5.779 LT 0.964 RT 0.964 LT 5.504 RT 5.504 16.0 HD Len 16.0 Wt 0.150 Wind 3.800 34.200 0.100 LT 0.000 RT 0.000 LT -2.137 RT -2.137 LT 124.352 RT 124.352 LT -5.635 RT -5.635 Designs Unlimited Time : 12:35:10 Date : 04 -18 -2006 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 B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height Seismic 0.983 9.183 0.100 LT 0.000 RT 0.000 LT -1.837 RT -1.837 LT 2.497 RT 2.497 LT 1.337 RT 1.337 Wall 2 Height 9.0 SW Len Seismic 0.688 6.428 0.100 LT 0.000 RT 0.000 LT -1.837 RT -1.837 LT 1.223 RT 1.223 LT 1.487 RT 1.487 Wall 3 Height 9.0 SW Len Seismic 0.787 7.347 0.100 LT 0.000 RT 0.000 LT -1.837 RT -1.837 LT 1.598 RT 1.598 LT 1.437 RT 1.437 Wall 1 Height 9.0 SW Len Seismic 1.918 17.562 0.100 LT 0.000 RT 0.000 LT -3.903 RT -3.903 LT 2.022 RT 2.022 LT 3.453 RT 3.453 Wall 2 Height 9.0 SW Len Seismic 1.492 13.659 0.100 LT 0.000 RT 0.000 LT -3.903 RT -3.903 LT 1.223 RT 1.223 LT 3.553 RT 3.553 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 4 _ 9.0 SW Len 5.0 HD Len 5.0 Wt 0.015 Wind 1.240 11.160 0.100 LT 0.000 RT 0.000 LT -2.232 RT -2.232 LT 1.968 RT 1.968 LT 1.838 RT 1.838 3.5 HD Len 3.5 Wt 0.015 Wind 0.868 7.812 0.100 LT 0.000 RT 0.000 LT -2.232 RT -2.232 LT 0.964 RT 0.964 LT 1.956 RT 1.956 4.0 HD Len 4.0 Wt 0.015 wind 0.992 8.928 0.100 LT 0.000 RT 0.000 LT -2.232 RT -2.232 LT 1.260 RT 1.260 LT 1.917 RT 1.917 4.5 HD Len 4.5 Wt 0.015 Wind 2.385 21.465 0.100 LT 0.000 RT 0.000 LT -4.770 RT -4.770 LT 1.594 RT 1.594 LT 4.416 RT 4.416 3.5 HD Len 3.5 Wt 0.015 Wind 1.855 16.695 0.100 LT 0.000 RT 0.000 LT -4.770 RT -4.770 LT 0.964 RT 0.964 LT 4.494 RT 4.494 • • Designs Unlimited Time : 12:35:10 Date : 04 -18 -2006 WALLS Parallel to X -Axis Story 3 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 3 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 3 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . 'Res Moment: Holddown : Story 3 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 3 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . == __= Wall 1 Height Seismic 0.619 5.371 0.180 LT 0.000 RT LT -0.671 RT LT 8.160 RT LT -0.349 RT Wall 2 Height Seismic 0.696 6.042 0.180 LT 0.000 RT LT -0.671 RT LT 10.328 RT LT -0.476 RT 0.000 -0.671 10.328 -0.476 8.0 SW Len Wall 1 Height Seismic 1.823 14.981 0.180 LT 0.000 RT 0.000 LT -1.997 RT -1.997 LT 7.172 RT 7.172 LT 1.041 RT 1.041 Wall 1 Height 8.0 SW Len Seismic 0.254 2.220 0.180 LT 0.000 RT 0.000 LT -0.634 RT -0.634 LT 1.562 RT 1.562 LT 0.188 RT 0.188 Wall 2 Height Seismic 0.254 2.220 0.180 LT 0.000 RT LT -0.634 RT LT 1.562 RT LT 0.188 RT WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 3 8.0 SW Len 8.0 HD Len 8.0 Wt 0.015 Wind 0.802 6.419 0.036 0.000 LT 0.000 RT 0.000 -0.671 LT -0.802 RT -0.802 8.160 LT 3.345 RT 3.345 -0.349 LT 0.384 RT 0.384 8.0 SW Len 9.0 HD Len 9.0 Wt 0.015 Wind 0.903 7.221 0.036 LT 0.000 RT 0.000 LT -0.802 RT -0.802 LT 4.233 RT 4.233 LT 0.332 RT 0.332 7.5 HD Len 7.5 Wt 0.015 Wind 2.305 18.440 0.036 LT 0.000 RT 0.000 LT -2.459 RT -2.459 LT 2.940 RT 2.940 LT 2.067 RT 2.067 3.5 HD Len 3.5 Wt 0.015 Wind 0.300 2.400 0.036 LT 0.000 RT 0.000 LT -0.686 RT -0.686 LT 0.640 RT 0.640 LT 0.503 RT 0.503 8.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Wind 0.300 2.400 0.036 0.000 LT 0.000 RT 0.000 -0.634 LT -0.686 RT -0.686 1.562 LT 0.640 RT 0.640 0.188 LT 0.503 RT 0.503 Designs Unlimited Time : 12:35:10 Date : 04 -18 -2006 x x x =■== = ■■xx xx■■■ WALLS Parallel to Y -Axis Story 2 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown Story 2 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown : Story 2 Line 2 Wall Force: OTM Uniform DL: 0.020 Header DL : LT 0.000 RT 0.000 Max Down LT -3.084 RT -3.084 Res Moment: LT 0.807 RT 0.807 Holddown LT 2.854 RT 2.854 Story 1 Line 1 Wall 1 Height 8.0 SW Len Seismic 3.787 53.001 0.020 LT 0.000 RT 0.000 LT -1.233 RT -1.233 LT 958.706 RT 958.706 LT - 21.063 RT - 21.063 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 2 Height 9.0 SW Len Seismic 1.509 14.647 0.020 LT 0.000 RT 0.000 LT -0.915 RT -0.915 LT 16.864 RT 16.864 LT -0.139 RT -0.139 Wall 2 Height 9.0 SW Len Seismic 1.173 10.794 Wall 1 Height 9.0 SW Len Seismic 1.844 16.962 0.020 LT 0.000 RT 0.000 LT -3.084 RT -3.084 LT 1.993 RT 1.993 LT 2.722 RT 2.722 Story 1 Line 2 Wall 1 Height 8.0 SW Len Seismic 3.787 46.665 0.020 LT 0.000 RT 0.000 LT -1.505 RT -1.505 LT 498.279 RT 498.279 LT - 14.568 RT - 14.568 Wall Force: OTM Uniform DL: Header DL Max Down . Res Moment: Holddown . WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 2 16.0 HD Len 16.0 Wt 0.015 Wind 2.280 20.520 0.020 LT 0.000 RT 0.000 LT -1.282 RT -1.282 LT 13.293 RT 13.293 LT 0.452 RT 0.452 5.5 HD Len 5.5 Wt 0.015 Wind 2.787 25.080 0.020 LT 0.000 RT 0.000 LT -4.560 RT -4.560 LT 1.571 RT 1.571 LT 4.274 RT 4.274 3.5 HD Len 3.5 Wt 0.015 Wind 1.773 15.960 0.020 LT 0.000 RT 0.000 LT -4.560 RT -4.560 LT 0.636 RT 0.636 LT 4.378 RT 4.378 43.0 HD Len 43.0 Wt 0.150 wind 6.270 50.160 0.020 LT 0.000 RT 0.000 LT -1.167 RT -1.167 LT 755.686 RT 755.686 LT - 16.408 RT - 16.408 31.0 HD Len 31.0 Wt 0.150 Wind 6.270 50.160 0.020 LT 0.000 RT 0.000 LT -1.618 RT -1.618 LT 392.761 RT 392.761 LT - 11.052 RT - 11.052 • Designs Unlimited Time : 12:35:10 Date : 04 -18 -2006 * * * * * * * * ** Detailed Calculations * * * * * * * * ** WALLS Parallel to Y -Axis Story 3 Line 1 Story 3 Line 1 == Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall Force: OTM Wall 1 Height 8.0 Seismic 0.814 7.413 0.020 LT 0.000 RT 0. LT -0.436 RT -0. LT 17.195 RT 17. LT -0.575 RT -0. Wall 2 Height 8.0 Seismic 0.958 8.721 Uniform DL: 0.020 Header DL : LT 0.000 RT 0.000 Max Down LT -0.436 RT -0.436 Res Moment: LT 23.800 RT 23.800 Holddown LT -0.754 RT -0.754 Story 3 Line 2 Wall 1 Height 8.0 SW Len Seismic Wall Force: 0.385 OTM 3.347 Uniform DL: 0.020 Header DL : LT 0.000 RT 0.000 Max Down LT -0.669 RT -0.669 Res Moment: LT 1.487 RT 1.487 Holddown LT 0.372 RT 0.372 Story 3 Line 2 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 . Wall 2 Height 8.0 SW Len Seismic 1.387 12.048 0.020 LT 0.000 RT 0.000 LT -0.669 RT -0.669 LT 19.278 RT 19.278 LT -0.402 RT -0.402 Wall 1 Height 9.0 SW Len Seismic 1.509 14.647 0.020 LT 0.000 RT 0.000 LT -0.915 RT -0.915 LT 16.864 RT 16.864 LT -0.139 RT -0.139 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 1 SW Len 17.0 HD Len 17.0 Wt 0.015 Wind 1.309 10.476 0.020 000 LT 0.000 RT 0.000 436 LT -0.616 RT -0.616 195 LT 13.554 RT 13.554 575 LT -0.181 RT -0.181 SW Len 20.0 HD Len 20.0 Wt 0.015 Wind 1.541 12.324 0.020 LT 0.000 RT 0.000 LT -0.616 RT -0.616 LT 18.760 RT 18.760 LT -0.322 RT -0.322 5.0 HD Len 5.0 Wt 0.015 Wind 0.620 4.957 0.020 LT 0.000 RT 0.000 LT -0.991 RT -0.991 LT 1.173 RT 1.173 LT 0.757 RT 0.757 18.0 HD Len 18.0 Wt 0.015 Wind 2.230 17.843 0.020 LT 0.000 RT 0.000 LT -0.991 RT -0.991 LT 15.196 RT 15.196 LT 0.147 RT 0.147 16.0 HD Len 16.0 Wt 0.015 Wind 2.280 20.520 0.020 LT 0.000 RT 0.000 LT -1.282 RT -1.282 LT 13.293 RT 13.293 LT 0.452 RT 0.452 Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 _____ LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 7 of 7 H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Kif) (Kif) (Kip).xxL ______ Roof Level Lines 1 2 0.9 3.55 5.70 0.04 -0.04 0.07 -0.07 0.6 .50 Level 2 Lines 1 2 0.9 2.49 3.42 0.03 -0.03 0.04 -0.04 0.4 .50 Level 1 Lines 1 2 0.9 1.54 3.42 0.02 -0.02 0.04 -0.04 0.4 .50 LINES Parallel to X -Axis Roof Level Lines A B 0.8 2.63 3.41 0.03 -0.03 0.04 -0.04 0.3 .50 Lines B C 0.3 1.02 1.20 0.01 -0.01 0.02 -0.02 0.0 .50 Level 2 Lines A B 0.8 2.29 2.79 0.03 -0.03 0.04 -0.04 0.3 .50 Lines B C 0.3 0.89 1.08 0.01 -0.01 0.01 -0.01 0.0 .50 Level 1 Lines A B 0.8 1.17 2.79 0.02 -0.02 0.04 -0.04 0.3 .50 Lines B C 0.3 0.45 1.08 0.01 -0.01 0.01 -0.01 0.0 .50 Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 OUTPUT DATA - Shear Walls and Holddown Forces WALLS Parallel to X -Axis Wall 1 Wall 2 Ln B 4.2 Wall 1 Wall 2 Ln C 1.2 Wall 1 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) 6.2 1.7 S- Support required beneath holddown # For SW Selection Adjust Seismic Value per FN a Table 2305.3.3 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 6 of 7 == = a 0.434 0.642 2.6* 0.4 0.0 5.5 5.5 0.434 0.642 2.6* 0.0 0.7 7.7 7.4 0.162 0.237 0.6 0.6 0.2 -- 0.162 0.237 0.9 0.2 0.0 4.5 2.7 0.098 0.140 0.8 0.0 0.4 M- Manaul input of holddown # #For SW Selection Adjust Wind Value per 2306.4.1 Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 == 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) (klf)# (klf) ## W (K) (K) (K) (K) = = = === = ■= = == = = = = == _ ___ WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 5 of 7 Story 3 Redundancy Factor 1.00 Ln 1 1.8 2.8 Wall 1 0.048 0.077 0.5 0.3 0.0 -- -- Wall 2 0.048 0.077 0.4 0.2 0.0 Ln 2 1.8 2.8 Wall 1 0.077 0.124 1.6 0.0 0.3 0.7 0.7 Wall 2 0.077 0.124 0.4 0.2 0.8 -- -- Story 2 Redundancy Factor 1.00 Ln 1 3.0 4.6 Wall 1 0.094 0.142 0.6 0.0 0.0 Wall 2 0.094 0.142 0.6 0.2 0.0 Ln 2 3.0 4.6 Wall 1 0.335 0.507 1.6 0.7 0.0 4.2 4.2 Wall 2 0.335 0.507 2.6* 0.0 0.5 4.3 4.5 Story 1 Redundancy Factor 1.00 Ln 1 3.8 6.3 Wall 1 0.088 0.146 0.2 0.0 0.0 Ln 2 3.8 6.3 Wall 1 0.122 0.202 0.3 0.0 0.5 WALLS Parallel to X -Axis Story 3 Redundancy Factor 1.00 Ln A 1.3 1.7 Wall 1 0.077 0.100 1.0 0.2 0.2 Wall 2 0.077 0.100 0.9 0.0 0.5 Ln B 1.8 2.3 Wall 1 0.243 0.307 1.1 1.2 0.6 2.0 2.0 Ln C 0.5 0.6 Wall 1 0.073 0.086 2.3* 0.0 0.2 Wall 2 0.073 0.086 2.3* 0.0 0.4 -- Story 2 Redundancy Factor 1.00 Ln A 2.5 3.1 Wall 1 0.197 0.248 1.8 0.0 0.0 2.2 2.2 Wall 2 0.197 0.248 2.6* 0.0 0.0 2.2 1.9 Wall 3 0.197 0.248 2.3* 0.3 0.0 1.9 1.9 Ln B 3.4 4.2 Wall 1 0.426 0.530 2.0 1.3 0.4 4.4 6.4 Wall 2 0.426 0.530 2.6* 0.6 0.0 4.4 4.4 Ln C 1.0 1.1 Wall 1 0.190 0.228 3.6* 0.0 0.2 2.3 2.3 Wall 2 0.190 0.228 3.6* 0.0 0.4 2.0 2.0 Story 1 Redundancy Factor 1.00 Ln A 3.0 4.5 Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 INPUT DATA - Diaphragms = __ = LINES Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 4 of 7 Build Dead Part Live Start Cant Ext Wind Wind Dimen Load Load Load Dia Dia Wall Load Uplift (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) (klf) (ksf) Roof Level Lines 1 2 43.0 0.010 0.000 0.000 0.0 N 0.015 0.150 0.000 Level 2 Lines 1 2 43.0 0.010 0.000 0.000 0.0 N 0.015 0.090 0.008 Level 1 Lines 1 2 43.0 0.010 0.000 0.000 0.0 N 0.015 0.090 0.000 LINES Parallel to X -Axis Roof Level Lines A B 38.0 0.010 0.000 0.000 0.0 N 0.015 0.110 0.008 Lines B C 38.0 0.010 0.000 0.000 0.0 N 0.015 0.100 0.008 Level 2 Lines A B 38.0 0.010 0.000 0.000 0.0 N 0.015 0.090 0.000 Lines 8 C 38.0 0.010 0.000 0.000 0.0 N 0.015 0.090 0.000 Level 1 Lines A B 38.0 0.010 0.000 0.000 0.0 0.015 0.090 0.000 Lines B C 38.0 0.010 0.000 0.000 0.0 0.015 0.090 0.000 Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 3 of 7 INPUT DATA - Walls 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 Line A Wall 1 0.0 0.0 10.0 9.0 3.5 3.5 0.015 0.0 10.0 0.0 Wall 2 0.0 0.0 17.0 9.0 3.5 3.5 0.015 0.0 10.0 0.0 Line B Wall 1 31.0 36.0 12.0 9.0 16.0 16.0 0.150 0.0 10.0 0.0 Wall 2 31.0 31.0 28.0 9.0 10.0 10.0 0.150 0.0 10.0 0.0 Line C Wall 1 43.0 43.0 0.0 9.0 12.0 12.0 0.150 0.0 10.0 0.0 •• Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 INPUT DATA - Walls WALLS Parallel to Y -Axis X X Y = WOODCAD QLAT (Pro V4.0) File: 2790ADB3 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) Story 3 Line 1 Wall 1 0.0 0.0 4.0 8.0 17.0 17.0 0.015 0.0 2.0 0.0 Wall 2 0.0 0.0 23.0 8.0 20.0 20.0 0.015 0.0 2.0 0.0 Line 2 Wall 1 38.0 38.0 0.0 8.0 5.0 5.0 0.015 0.0 2.0 0.0 Wall 2 38.0 38.0 13.0 8.0 18.0 18.0 0.015 0.0 2.0 0.0 Story 2 Line 1 Wall 1 0.0 0.0 5.0 9.0 16.0 16.0 0.015 0.0 2.0 0.0 Wall 2 0.0 0.0 27.0 9.0 16.0 16.0 0.015 0.0 2.0 0.0 Line 2 Wall 1 38.0 38.0 17.0 9.0 5.5 5.5 0.015 0.0 2.0 0.0 Wall 2 38.0 38.0 27.5 9.0 3.5 3.5 0.015 0.0 2.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 0.0 8.0 43.0 43.0 0.150 0.0 2.0 0.0 Line 2 Wall 1 38.0 38.0 0.0 8.0 31.0 31.0 0.150 0.0 2.0 0.0 WALLS Parallel to X -Axis Y Y X Story 3 Line A Wall 1 0.0 0.0 5.0 8.0 8.0 8.0 0.015 0.0 18.0 0.0 Wall 2 0.0 0.0 18.0 8.0 9.0 9.0 0.015 0.0 18.0 0.0 Line B Wall 1 31.0 31.0 20.0 8.0 7.5 7.5 0.015 0.0 18.0 0.0 Line C Wall 1 43.0 43.0 0.0 8.0 3.5 3.5 0.015 0.0 18.0 0.0 Wall 2 43.0 43.0 9.0 8.0 3.5 3.5 0.015 0.0 18.0 0.0 Story 2 Line A Wall 1 0.0 0.0 5.0 9.0 5.0 5.0 0.015 0.0 10.0 0.0 Wall 2 0.0 0.0 20.0 9.0 3.5 3.5 0.015 0.0 10.0 0.0 Wall 3 0.0 0.0 34.0 9.0 4.0 4.0 0.015 0.0 10.0 0.0 Line B Wall 1 31.0 31.0 25.0 9.0 4.5 4.5 0.015 0.0 10.0 0.0 Wall 2 31.0 31.0 34.5 9.0 3.5 3.5 0.015 0.0 10.0 0.0 Line C Wall 1 43.0 43.0 0.0 9.0 2.5 2.5 0.015 0.0 10.0 0.0 Wall 2 43.0 43.0 10.0 9.0 2.5 2.5 0.050 0.0 10.0 0.0 Story 1 Designs Unlimited Time : 12:35:08 Date : 04 -18 -2006 _ Ht (ft) 8.1 - 8.9 - 8.9 - SUMMARY SHEET SEISMIC DATA: ManualIBC BSF Y -Axis = 0.110 BSF X -Axis = 0.110 Snow Factor = 0.250 _ WIND DATA: ManualIBC Wind Exposure = B Wind Speed = 85 Structure = Encl /Unencl Imp Factor = 1.00 Story 3 Story 2 Story 1 ________ WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 1 of 7 Load Summary II to Y II to X Level (K) DL Seis Wind DL Seis Wind 3 - 21.0 3.5 5.7 21.6 3.6 4.6 2 - 21.4 2.5 3.4 27.3 3.2 3.9 1 - 26.5 1.5 3.4 27.8 1.6 3.9 Base Total 7.6 12.5 8.4 12.4 Designs Unlimited Time : 12:35:07 Date : 04 -18 -2006 __ WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall H/W AdjSeis AdjWd SW LtHD RtHD 3 A 1 1.0 0.077 0.072 1 3 A 2 0.9 0.077 0.072 1 - - 3 B 1 1.1 0.243 0.220 2 3 3 3 C 1 2.3 0.083 0.061 1 - - 3 C 2 2.3 0.083 0.061 1 - - 2 A 1 1.8 0.197 0.177 1 3 3 2 A 2 2.6 0.253 0.177 1 3 2 2 A 3 2.3 0.221 0.177 1 2 2 2 B 1 2.0 0.426 0.379 3 5 6 2 B 2 2.6 0.548 0.379 3 5 5 2 C 1 3.6 0.343 0.163 1 3 3 2 C 2 3.6 0.343 0.163 1 3 3 1 A 1 2.6 0.559 0.459 4 5 5 1 A 2 2.6 0.559 0.459 4 6 6 1 B 1 0.6 0.162 0.170 1 - - 1 B 2 0.9 0.162 0.170 1 3 2 1 C 1 0.8 0.098 0.100 1 - - * Exceeds table capacity SW selection based on file: W7HF10BW.TBL - None required HD selection based on file: HCWA.TBL OCWA.TBL For SW Selection Seismic Value For SW Selection Wind Adjusted per FN a Table 2305.3.3 Value Adjusted per 2306.4.1 Designs Unlimited Time : 12 ;35:07 Date : 04 -18 -2006 1 1 1 0.2 0.088 0.104 1 1 2 1 0.3 0.122 0.144 1 WOODCAD QLAT (Pro V4.0) File: 2790ADB3 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall H/W AdjSeis AdjWd SW LtHD RtHD 3 1 1 0.5 0.048 0.055 1 3 1 2 0.4 0.048 0.055 1 3 2 1 1.6 0.077 0.089 1 1 1 3 2 2 0.4 0.077 0.089 1 2 1 1 0.6 0.094 0.102 1 2 1 2 0.6 0.094 0.102 1 2 2 1 1.6 0.335 0.362 3 5 5 2 2 2 2.6 0.431 0.362 3 5 5 * Exceeds table capacity SW selection based on file: W7HF1OBW.TBL - None required HD selection based on file: HCWA.TBL OCWA.TBL For SW Selection Seismic Value For SW Selection Wind Adjusted per FN a Table 2305.3.3 Value Adjusted per 2306.4.1 May 30, 2006 David Tully Tully Homes, Inc. 132174AvSW Seattle WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -194 Tully Homes, Inc. — 16030 51 Av S Dear Mr. Tully: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 24, 2006 is determined to be incomplete. Before your application can continue the plan review process the following item 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. 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' must 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. Sincerel arshall Permit echnician Enclosures File: Permit D06 -194 City of Tukwila Department of Community Development 1. Engineered plans and engineered calculations shall be wet stamped and signed by the engineer. P:Uennifer\ncomplete Letters\2006\D06- 194 Incomplete Ur #1.DOC jem Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: D06 -194 DATE: 06 -12 -06 PROJECT NAME: TULLY HOMES, INC. SITE ADDRESS: 16030 51 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: �o 0 - S`db Bui Ing Division Pu TArks 4W&-#b4» DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2802 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Permit Coordinator C DUE DATE: 06-13-06 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: 07-11-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -194 DATE: 05 -24 -06 PROJECT NAME: TULLY HOMES SITE ADDRESS: 16030 51 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: Bui ing ivision Public Works Complete ❑ Comments: Approved ❑ Notation: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUESfTHURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documentsfrouling slip.doc 2 -28-02 ✓PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire t Prevention Structural Incomplete ❑ Permit Coordinator ❑ Planning Division DUE DATE: 05-25 -06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: ,tom Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:��►✓ LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 06 -22-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6/9/ ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Tully Homes, Inc. 16030 51 Av S Contact Person: t* u F _ r � vwY Summary of Revision: t' S� s+t^-,sc Po N' --a SK c--TC.l& 'h S'r oltk 3 � 'r a br cz N LWEriw-c 2- FWA-4 -'1 s2 c . Sheet Number(s): S i S2 3 "Cloud" or highlight all areas of r evision including date of revision Received at the City of Tukwila Permit Center by: id ij'N/IA Entered in Permits Plus on 710 I/4 OP lapplications\forms- applications on line\evision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 - 3670 Fax: 206 -431 -3665 Web site: httn: //www.cttukwila.wa.us Plan Check/Permit Number: D06-194 Steven M. Mullet, Mayor Steve Lancaster, Director MISCEIVED CITY OF TILIKWU JUN 1 2 2006 cR,MJT CENTER Phone Number: &DL ia 841 `{ I t. 37R�«S — 6 s1cat, This certificate is for the purposes of: ® BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL 1. 2. 3. Agency /Phone CITY OF TUKWIL ; Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 160XX 51st Ave So Area is served by (Water Utility District:) Owner /Agent Signature The proposed project is within No improvements required. ❑ REZONE Estimated number of service connection and water meter size(s): I hereby certify that the above information is true andyefrect. HIGHLINE WATER DISTRICT / 206 - 824 -037 By Permit CentLeriuilding 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.: (attach map and legal description showing hydrant location and sue ojmain):. Owner Name: Tully Homes Owner Address: Owner Phone: 13217 4th Ave SW Burien, WA 98146 206-244-3282 Agent/Cou4c Agent/Contact: Agent Address: Contact Phone: Dave Tully 3 new 3/4" services HIGHLINE WATER DISTRICT TUKWILA o Itet THOMAS KEOWN DISTRICT ENGINEER ❑ OTHER Date /King 206 - 244 -3282 3 new SFR ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION Vehicular distance from nearest hydrant to the closest point of structure is 135 + - to lot 1, 265' + - to lots 2 & 4 o e complgtSdb (City/County) 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 /fire 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. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. RECEIVED CITY OF TUKWILA MAY 2.4 200.3 PERMIT CENTER 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 3/6/2006 Date ter-i Print Report for 160XX 51st Ave. S. hydrant #H2233 Date: Friday, March 03, 2006, Time: 13:41:14, Page 1 Static Fire Flow Residual Available Available ID Pressure Demand Pressure Flow Flow (psi) (gpm) (psi) @Hydrant (9Pm) Pressure (psi) 4690 99.55 1,000.00 91.98 3,747.96 20.14 Print Report for 160XX 51st Ave. S. hydrant #H2233 Date: Friday, March 03, 2006, Time: 13:41:14, Page 1 81.52 -- ' 81.52 H2 25 Q 4 3 78366 "r0 79 ARY ELLEN PARK, 19b4 S. 161ST ST. M7899 16051 M14806 M1131 69.76 / 16049 M1127 16205 16211 M14807 L V17 16010 M15017 133.35 16036 LOT 3 M853 w16050 16210 at 13' 1 1 30 6 16215 M8916 :r- 16218 0 M10838 • M , rD M M 0 - c) 16219 M14808 AV0038 16218 25 (te 16014 M14803 bUl 1 TUKWILA ORD. 312 0 X J 0 CC 0 M12229 — 1 1 1:100 LOT 2 151.50 a 16030 S1 23j 116 ir: 2 694452 LOT 4 h 140.0 \ 30 30 225.0 Date: 3/6/2006 Section # NW26 -23-04 Page # 82 Service Installation 19 Size 3/4 Meter Hang 0 Size # ERU's 2 See Notes iervlCe Address: 160XX 51st Ave so Tukwila 98188 Plat Name Tully Homes Lot # 1 & 4 Owner Tully Homes Phone# 206- 244 -3282 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 servicee are requested. l be Service Installation 30.00 See Attached Estimate General Facility Charge $4,200.00 2 ERU's X $2,100.00 Local Facility Charge $0.00 0 SF X $.40 per SF Meter Hang Fee 50.00 a must service installation. LFC: previously paid GFC: $2,100.00 per ERU MXU $0.00 Other $0.00 Total Due: $4200.00 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: Date 2 , �; ._, J T om Keown Thomas Keown, P.E., Construction /Operations Department Manager Ihe4-ILINE WATER DISTRICT Meter Application/Statement of Charges FUTURE b Part A: (To Be Completed by Applicant) Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed. Use: ffa Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: T1�t s Phone: ' 7-1,1 C'�YV�f S l 7n�� „it - „-I 1 a . Property Addressor Approximate Location: Tax Lot Number. 11_0030 5 1 Hoe S fy31q ZO —CYcoS - C (r; 7 Legal Description(Attach Map and Legal Description If necessary): Part B: (To Be Completed by Sewer Agency) ,�,c r r 1. rid a. Sewer Service will be provided' by side sewer connection only to an existing size sewer nn 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. El 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: $ //'' ran - . a. District Connection Charges due prior to connection: GFC: $MAIL SFC: $_6 UNIT: $ TOTAL: $ (Subj Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, wilt be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) RECEIVED CITY OF TUKWILA b. Easements: taf Required ❑ May be Required MAY 2.4 2006 c. Other. PERMIT CENTER KING TOWARD A 8F R_ ENVIRONPIENT" SEIJ7 R DISTRICT 14816 Military Road South P.O. Boi Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY 01 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereb from rtify th date of e above sewer agency information is true. This certification shall be valid for one year ature. Date lxlrI 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 ( "DiSt ict ") Certificate of Sewer Availability/ Non-Availability ( "Certificate). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the ICing County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any fights hereunder whether by agency, third -party beneficiary principles, or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary 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 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. 1acknowledge that Ihave received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. T 724 *210 C Applicant's Signature Date 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 132174TH 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, Electri c an or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must mamtain a surety bond or assignment of account and carry general liability insurance. Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= TULLYHI965KS 07/28/2006 x x x x x x x x x x x x x x x x x x x