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Home My WebLink AboutPermit D06-144 - Gough Development - Lot 3GOUGH DEVELOPMENT LOT 3 16674 53 AV S D06 -144 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8858800079 Address: 16674 53 AV S TUKW Suite No: Tenant: Name: GOUGH DEVELOPMENT, LOT 3 Address: 16674 53 AV S, TUKW ILA WA Owner: Name: DAVIS LESLIE Address' 16660 53RD AVE S, SEATTLE WA, DEVELOPMENT PERMIT Contact Person: Name: JOHN HARKOVICH Address' 1201 MONSTER RD SW, STE 320, RENTON WA, Contractor: Name: MAJESTIC BUILDERS Address: 1201 MONSTER RD SW, STE 330, RENTON WA, Contractor License No: MAJESB'954ME Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: Devperm Permit Number 006 -144 Issue Date: 09/11/2006 Permit Expires On: 03/10/2007 Phone: Phone: 253 315 -3170 Phone: 425 235 -6600 Expiration Date: 07/25/2007 DESCRIPTION OF WORK: CONSTRUCT NEW 2103 SF SFR WITH 409 SF ATTACHED GARAGE AND 120 SF UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $207,309.91 Fees Collected: $4,871.42 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 22 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 15 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N D06 -144 Printed: 09-11 -2006 tukwila City of ** Continued Next Page ** Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 doc: Devperm 006-144 Printed: 09 -11 -2006 Signature: City of Tukwila doe: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and e ordinances governing this work will be 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 congtruction or the performance of work. I am authorized to sign and obtain this development permit. All A4- DI44J Date: c 1lI I* in d t is permit and know the same to be true and correct. All provisions of law and mp ith, whether specified herein or not. Print Name: J&/g7/fr l/ ,4 /*la /CtQ Date: d`/ 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 -144 Printed: 09-11 -2006 City *Tukwila Parcel No.: 8858800079 Address: 16674 53 AV S TUKW Suite No: Tenant: GOUGH DEVELOPMENT, LOT 3 1: ***BUILDING DEPARTMENT CONDITIONS*** doe: Conditions Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206431 -3665 Web site: ct.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -144 Status: ISSUED Applied Date: 04/21/2006 Issue Date: 09/11/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers Installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located In hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum D06 -144 Printed: 09 -11 -2006 City a`rTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cttukwila.wa.us distance of 4- inches shall be maintained above the controls with the strapping. Steven M Mullet, Mayor Steve Lancaster, Director 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: 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) 22: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 24: Adequate ground ladder access to rescue windows shall be provided. 25: Maximum grade for all projects is 15 %. 26: My overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: 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. 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 31: My material spilled onto any street shall be cleaned up immediately. 32: The Land Altering Permit Fee is based upon an estimated 15 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. doc: Conditions D06 -144 Printed: 09 -11 -2006 doc: Conditions City Or/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us "continued on next page** Steven Al. Mullet, Mayor Steve Lancaster, Director 33: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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. 34: 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. D06 -144 Printed: 09 -11 -2006 City &x' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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 Ida Date: 00 D06 -144 Printed: 09 -11 -2006 CITY OF TUKWILA� ommunity Developmenttepartment Pic Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Prints• King Co Assessor's Tax No` S b- Oo1'i fer Site Address: 11.64 c3 te" aye- ' rt 3 Suite Number. Floor: Tenant Name: Nht New Tenant: ❑ .... Yes 0.3tio Property Owners Name: (Pc4� Gr Q e ✓t fo 3 Mailing Address: So sot' / Ke,C Se 4-1-1t. City FM LOCATION Name: Z iZariametl `f MailingAddress:)ZA 17,$ Rot s' - ) se 3e.o ter, lore IV 14 1 e C) S'S E-Mail Address: 3 Q k' ` t a V 15 rs3 .Co h�) Company Name: QPS 19 st j L. ied tp►t� G$ 4decin ea -7 Contact Person: E-Mail Address: `prinks *Am daagatpanb application p-1004) Pave 1 Building Pe Mechanical Permit No Public Works Pennit Project No. for 0 et tFor office use only) - NH Day Telephone: aft, l2D 222() car > state Zip Fax Numb �/lS�ZZG — �TZ2 — GENERAL CONTRACTORiINFORMATION, (Mechanical Contractor information on back page) Company Name: 6nw11 oeVeityriterr Mailing Address: nest et. p 2_ Seta{ -b. Wig- /AN/ City gort 69 Contact Person: Day Telephooe�D 1 32 � � � / ZZ. R ed . Co rkt 7. 04) S 4 Z8p E-Mail Address: � � �� Fax Number: ( Q p. Contractor Registration Number: IA i-yj t �/F/GD Expiration Date: 2/ y (' * *An original or notarized copy bf cuhent Washington State Contractor License must be presented at £££tthre rme of permit issuance" ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: bet Ins �j Ci .", le vs led ze d Mailing Address: / 96 /...3 Relsb 6P k°. td4 S f cry Mr 3Z/ Snit Contact Person: it t + .n yt: f 4 ✓1 E -Mail Address: (Inn i eptist.., Co.., ,Ret -f. Day Telepho Fax Numbe State 53)b S3 )87z -365 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: City Day Telephone: Fax Number: State Zip 1 BUILDING PERMIT INFORM/ L ION — 206-431-3670 Valuation of Project (contractor's bid price): $ / a e2 0 Existing Building Valuation: $ / Scope of Work (please provide detailed information): /A. nail Si o9 /& A h.n, / festelen o. jm4, J-1, yg �ietot. / q { e4LI•l 1 c. t•vitteatla�vt o o4" tA- 4 s drtt'Irevva ) i-V4 / Q Aliflo LOII l Will there be new rack storage? ❑ .. Yes No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: —7, Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 2 12 -- 3 'For an Accessory dwelling, provide the following: Lot Area (sq ft):6_ 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: 2-- Compact: Handicap: Will there be a change in use? ❑....Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 ..Automatic Fire Alarm ❑..None ❑. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes 0 ..No If "yes". attach list of materials and storage locations on a separate 8 -1/2 s I I paper indicating quantities and Material Safety Data Sheets. *twin — •a•aw`va+a+ raoludon (1.200) PUBLIC WORKS PERMIT INI„ - 206- 433 -0179 6cs ft Powe2 Scope of Work (please p p � rovide detailed info attion): f cs s iii p.4Sr nst Isla, /k' eit l le C Vat, a j � /i / H$AF/ /It/tatn If hoo tip &v'i / be cunt /2c $epcta`4 r e - %' s. / t Pte 9,04.4- Pht4- Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District tl ❑... Water District #I25 ` i ...Water Availability Provided fewer District ❑ ...Tukwila '1. ValVue ❑..Renton ❑...Seattle o ...Sewer Use Certificate ... Sewer Availability Provided 0.. Approved Septic Plans Provided ❑ ...Septic System - For oasite septic system, provide 2 copies of a current septic design approval by King County Health Department. tie bmitted with Application (mark boxes which anplvl: Civil Plans (Maximum Paper Size — 22" x 34 ") ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurraancee 0 ..Easements) Proposed Altivities (mark bbsel4bat apply): ❑ ...Right -of -way Use -Nonprofit for less than 72 hours ❑ Right -of -way Use - No Disturbance ...Construction/Excavation/Fill- Right -of -way / Non Right -of -way .Total Cut Total Fill / 7 cubic yards / cubic yards ID ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ..- Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Ht4RUat) .Permanent Water Meter Size...a " WO# ❑ ...Temporary Water Meter Size .. " WO# ❑ ...Water Only Meter Size " WO# ❑ -Sewer Main Extension Public Private ❑...WaterMain Extension Public Private *onus plwtcc ch.nanvmm: applk.tio. l7 -2 Call before you Dig: 1- 800 -424 -5555 Highline ❑...Renton ❑...Traffic Impact Analysis 'Si_ Maintenance Agreement(s) ❑...Hol /ld d� /. Harmless ❑ .. Right -of -way Use - Profit for less than I2 hours ❑ .. Right -of -way Use — Potential Disturbance PA.. t ` r Geotechnical Report ❑ Work in Flood Zone a.. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization le...7..rench Excavation . .Utility Undergrounding 0. Deduct Water Meter Size FINANCE INFORMATION �/� Fire Line Size at Property Line ..Water ...Sewer Monthly Service Billint (o; Name: bell h vela Mailing Address: 5022# 4 W � t Water Meter Refund/Bill�ir Name: 6df9 nit Mailing Address:_, ��%5J4 i Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment sea a Telephon4t ?Z —aft IYt pry Stale fel Day Telephone6 326 c re*►t v 9, v4 Y ity Slate Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU I Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ) / 15 -30 HP11,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent /Alit 1 Hood and Duct, Wile ivn / Water Heater / 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator . Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment -FRESANICAL INFON — 206 -431 -3670 MECHANICAL CONTRACTOR IN RMQTION Company Name: 8 4 ) Mailing Address: Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): $ i Scope of Work_ (please provide detailed information): itsir y ,'Nsk �1 a ✓1 £O Ef'F f and o�,racAa Qcrc,L�ivoet LC U.s •.: Residential: New ....04. Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Tvne: Electric ❑ Gas..... Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicabk to an 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 Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding ISO days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT 1 HAVE RE PENALTY PERJUR THE LAWS 0 BUILDM Signature: Print OIAet A wt lot.kreci C'_ Day Telephone 9 06) 910 . --Lite p p� Mailing Address. �jO/ mf , tr ,Qr( SLt) k'c 3 &' 0 61 AM / ®o.C_ City Stale Zip t Date Application Accepted: ol d [ I n *emits phutitt clrnembami a pIiwien ( 7 - 2004 ) T: D EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Expires: ID t �( Paee 4 City Sate Zip Date: 7 /04 I 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 I 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for I 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Gaut;/./ (SCR) L °T 3 PERMIT # .b 04-141 (@ /44 - 53v Ave. s.) If you do not provide contractor bids or an engineer'S estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention $ 0 Water /Sewer /Surface Water *Coo Road/Parlcing/Access 500 ee A. Total Improvements 4o, 000 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 /S cubic yards /O cubic yards Enter total fill volume Use the following table to est mate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. ea /50 $ 150 = j:250 (1) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 400 GRADING Plan Review and Permit Fees The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1s 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 l 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 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 8. GRADING Permit Review Fee 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). $ /50 '= (6) 7. Pavement Mitigation Fee (it IC 3:161ttm $ D) (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 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 $ 2 3 5° (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006- 12.31.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 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 $ /023i, G. Other Fees $ Total A through G $ 0 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ I I q 1 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. 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Approved 09.25.02 Last Revised Jan. 2006 Total A through E $ (9) 0.75" 2.5" $300 $1,000 Temporary Meter 3 RECEIPT NO: R06 -01413 Initials: JEM Payment Date: 09/11/2006 User ID: 1165 Total Payment: 3,377.05 Payee: GOUGH DEVELOPMENT, INC. SET ID: 0911 SET NAME: GOUGH SET TRANSACTIONS: Set Member Amount D06 -144 M06 -083 TOTAL: TRANSACTION LIST: Type Method Description Payment Check 3005 3,377.05 TOTAL: 3,377.05 ACCOUNT ITEM LIST: Description 3,201.49 175.56 3,377.05 BUILDING - RES MECHANICAL - RES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT Amount Account Code Current Pmts 000/322.100 1,981.50 000/322.100 175.56 000/345.830 18.05 000/342.400 23.50 000/342.400 150.00 000/386.904 4.50 104.367.120 1,023.94 TOTAL: 3,377.05 9530 09/11.9716 TOTAL 3377.05 Copy Reprinted on 04 -21 -2006 at 16:53:56 04/21/2006 RECEIPT NO: R06 -00548 Payment Date: 04 /21/2006 User ID: 1165 Total Payment:3,412.64 Initials: JEM Payee: GOUGH DEVELOPMENT, INC. SET ID: 5000000472 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D06 -143 1,669.93 D06 -144 1,669.93 M06 -082 36.39 M06 -083 36.39 TOTAL: 3,412.64 TRANSACTION LIST: Type Method Description Payment Check 11209 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW city of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT TOTAL: Amount 3,412.64 3,412.64 Account Code Current Pmts 000/345.830 2,612.64 000/322.100 500.00 000/345.830 300.00 TOTAL: 3,412.64 4826 04/24 9716 TOTAL 3412.64 Steven M. Mullet, Mayor Steve Lancaster, Director Proje t: cr q A /)eue / Type of Inspection: F- 1, / \.+ Address: , G C 7 513 -?d S Date Called: Special Instructions: Date Wanted: 4 - / S- O) a.m. p.m. Requester: Phone No: r,2 3 . / ? INSPECTION REcOIkD Retain a copy with permit INSPECT!. NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I,l/ I Approved per applicable codes. El Corrections required prior to approval. COMMENTS: v /a yz=hii Date: 2 > / � �� D $58.00 NSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: , Project: �� ,. 4 /m/ 3 Type of Inspection: 742 /.� > ,� Address l; � gi Ar' S Date Called: Special Instructiohs: Date Wanted: �/ a � 2- ! --07 C 15 Requester: Phone No: 2. ,-1 —? % - - /L7/ !t� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. „ „1er P O. (206)431 -3670 IpC t Corrections required prior to approval. COMMENTS: ((iM S-</1 /Y t,,, 0 1 2 - 06 -0 7 LI $58.00 REINSPECTION F/E REQUIRED. Prior to inspection, fee Must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: da0u3h Devdopmtnt, Lot 3 In Type Ins nal, SD LA Ib b04 53 Ave S Date Caued: 277-0/ Special Instructions: ((oovt Date Wanted: 278-'07 a.m. Requester: Parrish Phone N o:253 - 266-1271 'S6 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D -144 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: ?it Q d 2/q Ur) bkl -Ct QJ Inspector: 6-j Date: ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENT S: / p / f /1 / /r/� Go a /n'ri/ 4j�i n 4 / /n ,a /s - % Igor/ gi4- a r AGrri <- Special Instructions: r2 .err' 7' - kee -Ler Lkitene /eh 4 -. 7: 10. ! Ch 7cI - u h? i_. 0 2 s77`.- @ /2 57 2 .�' /4 r ,6urLt Phone No: n A Project: / // - VP54 f Typss of ns ecSjtiioQn: Q T f L 11..- /C/G,4 Addr / 2 IV— Special Instructions: Date Wanted: . p.m. Requester: Phone No: I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. OCoriections required prior to approval. Inspector: o� Date: $58.00 REINSPE .is ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sout center Blvd., Suite 100. Call to sechedule reinspection. Project: 0 Type •f Inspection: i rs : Addres �� 3 s " / 1 h Date Called: Special nst Date Wanted: /L - - /fie Ca.m. pin. Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION % 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2'6)4 •36{0 INSPECTION RECORD Retain a copy with permit '" I SPEQION NO. PERM oved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ri $58.00 REINS fr ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Projeec + /_ 4 (A/ / 3 Type of Inspection: � ! � ( // n r % \.,, Addreess 4 ' 5 1 /72 Date Called: J Special Instructions: • Date Wanted: -1 -06 Z P m. Requester: Phone No: /5 y r :. proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE 06)431 -3 MMENTS: Corrections required prior to approval. C $58.00 REINSPCETION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: !Date: Projects: /A/ .", 4 &$ Al Type of lnspectio /� /Ya 9j' r/7 /I j Add / r / r e / s Q s: / - �� Date Called: Special Instruct ons: Date Wanted: /' CC /L / -o P.m. equester: Phone No: COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 !Receipt No.: PE' T NT. 206)43r:36 0 pproved per applicable codes. Corrections required prior to approval. L 58.00 REINS ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: / / �. � n Type of Inspection: A ss: / /6l7 /5.'9d S Date Calle Special instructions: Date W'nted: // — 2 e°- DY; a.m` P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INY. ION NO. PE'I N1 . CITY OF TUKWILA BUILDING DIVISION �► 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (2'6)431 -3 COMMENTS: Inspector: Date: /l - 7 $- ,/,�� El $5 0 REINS /V CTION FEE EQUIRED. to inspection, fee must be p i at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Recei t No.: !Date: Approved per applicable codes. 0Corrections required priJwto approval. 4 Project' Type of Inspection: v Address / —j' 6 Date Calle • Special Instructions: Date Wanted: a.m. /7 c24 Requester: Phone No: Z,5 dZ A . INS E ION NO. ; r•. CITY OF TUKWILA BUILDING DIVISION " V • 6300 Southcenter Blvd.; #100, Tukw'la, WA 98188 - (206)431 -367 A pp r oved per applicable codes. 0 corrections required prior to approval. O ENTS: !Receipt No.: INSPECTION RECORD Retain a copy with permit t or: Date: �`y> U,` c t� l A 1 I 8.00 REINSPECTION E REQUIRED. Prilr to inspection, fee must be aid at 6300 Southcentivd., Suite 100. Call to sechedule reinspection. Date: Proje�ct, // i 4 // �/ A 7 s Type Inspection: \, 4 r �s� �1'�l�7 A t1 ., / Date C Special Instructions: Date Wanted: a.m. fin, �'��! S !er: Reque ter: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431-3 COMMENTS: c or: S Date: Approved per applicable codes. Corrections required prior to approval. 8.00 REINS PECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project rin link .1 Type of Inspection: � , !` �� , �� v Date C \ 1 Address: 16'o 4 / --53 /«S Special Instructions: Date Wanted: J/ ) 7 c1 Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431.367 Corrections required prior to approval. COMMENTS: /\ �5n- lava, / r te / 1 `vim L �� ZL 11 /1..0t t y 5 � � ' o- ri $58.00 REINSPECTION FEY REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Projec 4 / ( ,5,!". 4 674 3 Type of Inspection: ,c Inspection. 4 l/ // D aLeo fled: Special nstrucnons: Date Wanted: // a.m. 95 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a IX per applicable codes. 0 Corrections required prior to approval. COMMENTS: $58.00TEINSPECTION FEE RiQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: , Pro'ect: ll £,c» A ,UPaf/d / ,nc.t/ --/ Type of Inspection: V GvA; / -sic, /4 "-t. Address: 7667V 57 Av S Date Called: ) Special Instructions: Date Wanted: j o - z . - O C. a. 1 p.m Requester: Phone No: 253 -z. /- 6 770 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 NO. PERMIT 31 -3670 Corrections required prior to approval. COMMENTS: �Ipfp� 1Xr^ c1tiC Date: j t) — z ( o -c $58.00 REINSPECTIOII FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcerter Blvd., Suit 100. Call to sechedule reinspection. R$ceipt No.: 'Date: Project: 6; Oft 1)-o im iif Type of Inspection: v Rescs4,4,/h,;v< Date Called: J Address: /6679 5' 3 9u S Special Instructions: Date Wanted: /O —2‘ a fr:. Requester: Phone No: 2 S3 -ZJ / -6.77O 7 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (x0 )431 -3670 O MMENTS: ' ctory eceipt No.: Date: / d -7 -0 $58.00 REINSPECTION FEE REQUIRED or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Approved per applicable codes. 0Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit PERMIT NO. .� � _ %\ t iAJ Proj t: / "� }} ej 0 „JP6/e, tv4nri.4..-, Type of Inspef tion: v . ._5* , c4.j/7 ( / /1/4// i Add er s6 7 c/ �� CCaa S.�AU S Date Called: Special Instructions: Date Wanted: /O - 2G --- o G a.m. p.,,,; Requester: Phone No: -2 -6/ 77(1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2061431 -3670 , El Corrections required prior to approval. COMMENTS: Px I. s h e - , - r — A0Ph/1/4 ( In Date: to —76 -- s • : .00 REINSPECT ON FE REQUIRED. Prit�/to inspection, fee must be id at 6300 Southcenter B vd., Suite 100. all to sechedule reinspection. Receipt No.: (Date: Project: /fin to pe I; tOr �� , T of Inspection: ` — SO ea Address: ( " 4,6 s3 Date Called: Special Instr Date Wanted: Requester. Phone No: INSPECTION RECORD Retain a copy with permit 1N5PLCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 06)431-36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: a2 17 $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: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Date Called: Project: i Addr : X6/7 5-3 A...S Special Instruct' n s: Date Wanted: // �� /O'CO—!.r'� p.m. Requester: Phone No: Ni . Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: 'Date: / 9 . PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 $58.00 REINSPECTION EE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: ■ Pro' tt: 7/94 b-'1 e/ Type of Inspection: �/ '2» A ress: 1 C (/� S3 el„ Date Cal ed: _ Speci311et a s: Date Wan I -'O a. p ' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPt CT10N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. C MMENTS: Inspe r: r t_. r. e Receipt No.: Date: IDat PE 1 -367 8.00 REINSPECTIONT�EE REQUIRED to inspection, fee must be id at 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection. Project:6 4 Devel. Type of Inspection: 5D Address:' 6 t 74 53 Ave s Date Called: —2 b C i Special Instructions: Lot 3 Date Wanted: q -2, �0 6 Requester: Al "Ay!or Phone No: 253 -261 � 1 th Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 1)0 PERMIT NO. Corrections required prior to approval. COMMENTS: SQ 5 - AL , 4 ( (dY r Inspector: (Date: /LP' $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: Pr 'ect: Je +� � 1� . 119.194. 3 Type of Ins , ection: n CM. J (.~ f . GOA A_ d 1 f `3 Ail � Date Called: Special Instructions: Wanted: Date Want C 27 — (- p.m. Requester: Phone No: 2.453 - 2.401 -(077 v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 %Approved per applicable codes. Corrections required prior to approval. COMMENTS: In . . / . 0 0 REINSPECT' FEE REQUIRED. PriogR o inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. �a ll to sechedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERM (206)431 -36 Date: 9 - - 7- a 1 Project: DeVe�Q�r►)e11� of Inspection: Pre -non f G Address: 7� b 53 Ave S Date Called: 9 -16 -06 Special Instructions: Lot Date Wanted: —18'06 a.r p.m. Requester: 2, var. ten Phone No: 253 -21,I -3736 f Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D06 -144 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Corrections required prior to approval. COMMENTS: q 11� la, fr,,,(1 9 Inspector: tk1 !Date: 1 1( ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project ��ca < &'A 3 Type of Inspection: Z / �� oA Address: ` Date Call d: Speciai Instructions: • Date Wanted: � / m. Requester: Phone No: ^3-3 /--77 INSPECION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE RMIT (206)431 -36 Approved per applicable codes. Corrections required prior to approval. (":1 CO MENTS: ri $58.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: •. "•.,.- - - .. Project: Mast sTIC +3no1 . Type of Inspection: 'cs. RNrc-- Address: 1 be, 79 53 AV s. Suite #: Contact Person: 1 -1 ) .,4._ ,4l. Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit toe, - I LI PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: rfer Date: 2 /0 7 Hrs.: . Inspector: ivii 5i 2_ n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 'DESIGNS UNLIMITED STOCK PLANS • CUSTOM DESIGN TILE COP, Gravity Load Analysis PLAN 2103S/A/2 Beam Calculations using` - - Beam Chek 2.4 Software and/or TJBeam 6.16 Software 2001 NDS 4/11/2006 REVIEWED FOR CODE COMPLIANCE /Aofnon'jro SEP - 8 2006 '' 11 Ci ? Of Tu wile BUILDING DIVISION . CITY OF T I UU M ILP JUL 2 5 2006 PERMIT CENTER Hist 19613. 81st Ave S • Suite F • Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 • V \StSeFMkWq 9ns4witrthaElovatsl • :3 CORRECTION LTR# PLAN 21035/N2 DINING ROOM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads /\ R1 =1164 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 10 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.9 in' R2= 2.9 in DL Defl 0.01 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft Reaction 1 LL 714 # Reaction 2 LL 7.87 # Reaction 1 TL 1164 # Reaction 2 TL 47 # Maximum V 1164 # 1745 Max V (Reduced) 865 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 714 # 1164# Section (in') Shear (in TL Defl (in) 49.91 20.53 OK 41% 32.38 8.65 OK 27% 0.04 0.30 OK 13% 0.02 0.20 OK 12% Fb (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 LL: 238 BEAM -1 Prepared by: TD Fv (psi) LL Defl E (psi x mil) Uniform TL: 380 = A Uniform Load A SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 R2 = 1164 Fc I (psi) PLAN 2103S/A/2 KITCHEN election Conditions Attributes Actual Critical Status Ratio Values Adjustments 4oads R1 = 769 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in') Shear (in') TL Defl (in) Uniform LL: 238 BEAM -2 Prepared by: TD 4x 6 HF #2 Lu = 0.0 Ft R1= 1.9 in' R2= 1.9 in' DL Defl 0.01 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 4.0 ft Reaction 1 LL 476 # Reaction 2 LL 4.68 # Reaction 1 TL 769 # Reaction 2 TL 19 # Maximum V 769 # 769 Max V (Reduced) 593 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 476 # 769 # 17.65 8.35 OK 47% 19 25 5 93 OK 31% 0.04 0.20 OK 18% LL Defl 0.02 0.13 OK 16% Fb (psi) Fv (psi) E (psi x mil) Uniform TL: 380 = A Uniform Load A SPAN = 4 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 R2 = 769 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 PLAN 2103S/A/2 MASTER BATH Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 157 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area Section (in') Shear (in TL Dell (in) Fb (psi) Uniform LL: 38 BEAM -3 Prepared by: TD R1= 0.4 in R2= 0.4 in DL Defl 0.02 in Fv (psi) LL Defl E (psi x mil) Uniform TL: 60 = A Uniform Load A SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 2.98 # 15 # 197'# L / 240 L / 360 Reaction 1 LL 95 # Reaction 1 TL 157 # Maximum V 157 # Max V (Reduced) 139 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 95 # 157 # 7.15 1.85 OK 26% 12.25 1.39 OK 11% 0.05 0.25 OK 22% 0.03 0.17 OK 20% R2 = 157 Fel (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 2103S/A/2 MASTER BEDROOM Selection Conditions Data Attributes Actual Critical Status Ratio Values Justments toads z R1 = 962 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -4 Prepared by: TD 4x6 HF #2 Lu = 0.0 Ft R1= 2.4 in R2= 2.4 in DL Defl 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 4.68 # 23 # 1202 W L/240 L /360 Reaction 1 LL 595 # Reaction 1 TL 962 # Maximum V 962 # Max V (Reduced) 785 # TL Actual Defl L / 701 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 595 # 962 # Section (in') Shear (in TL Defl (in) Fb (psi) Fv LL Defl 17.65 13.05 OK 74% 19.25 7.85 OK 41% 0.09 0.25 OK 34% 0.05 0.17 OK 32% E (psi x mil) Date: 4/11/06 Fc l (psi) (psi) 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 LL: 238 Uniform TL: 380 = A Uniform Load A SPAN =5Ff Uniform and partial uniform loads are lbs per lineal ft. R2 = 962 PLAN 2103S/A/2 BEDROOM -2 BEAM Selection Conditions pate Attributes Actual Critical Status Ratio Values Adjustments Joadg R1 =228 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -5 Prepared by: TD 4x4 HF #2 Lu = 0.0 Ft R1= 0.6 in R2= 0.6 in DL Defl 0.04 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.5 ft Reaction 1 LL 138 # Reaction 2 LL 2.98 # Reaction 1 TL 228 # Reaction 2 TL 16 # Maximum V 228 # 314W Max V (Reduced) 204 # L /240 TL Actual Defl L / 629 L / 360 LL Actual Defl L / >1000 138 # 228 # Section (in Shear (in TL Defl (in) 7.15 2.95 OK 41% 12.25 2.04 OK 17% 0.10 0.28 OK 38% 0.06 0.18 OK 34% Fb (psi) Uniform LL: 50 Fv (psi) LL Defl E (psi x mil) Uniform TL: 80 = A Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 R2 = 228 Fcl (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 2103S/A/2 BEDROOM -2 WNDW HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads z R1 = 157 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -6 Prepared by: TD 4x 4 HF #2 Lu = 0.0 Ft R1= 0.4 in R2= 0.4 in DL Defl 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft Reaction 1 LL 95 # Reaction 2 LL 2.98 # Reaction 1 TL 157 # Reaction 2 TL 15 # Maximum V 157 # 197W Max V (Reduced) 139 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 95 # 157 # Section (in') Shear (in TL Defl (in) LL Defl Date: 4/11/06 7.15 1.85 OK 26% 12.25 1.39 OK 11% 0.05 0.25 OK 22% 0.03 0.17 OK 20% Fb (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 Uniform LL: 38 Fv (psi) E (psi x mil) Uniform TL: 60 = A Uniform Load A SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 =157 Fc I (psi) PLAN 2103S/A/2 BEDROOM -3 BEAM Selection Conditions ata Altributes Actual Critical Status Ratio Values Adju toads R1 = 207 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area Section (in') Shear (in TL Defl (in) Fb (psi) Uniform LL: 50 BEAM -7 Prepared by: TD R1= 0.5 in R2= 0.5 in DL Defl 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft Reaction 1 LL 125 # Reaction 2 LL 2.98 # Reaction 1 TL 207 # Reaction 2 TL 15 # Maximum V 207 # 259 Max V (Reduced) 183 # L / 240 TL Actual Defl L / 837 L / 360 LL Actual Defl L / >1000 125 # 207 # LL Defl 7.15 2.44 OK 34% 12 25 1.83 OK 15% 0.07 0.25 OK 29% 0.04 0.17 OK 26% Fv (psi) E (psi x mil) Date: 4/11/06 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 Uniform TL: 80 = A Uniform Load A SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. R2=207 PLAN 2103S/A/2 BEDROOM -3 WNDW HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 157 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 Min Bearing Area Section (in Shear (in TL Defl (in) Fb (psi) Uniform LL: 38 BEAM -8 Prepared by: TD R1= 0.4 in R2= 0.4 in DL Defl 0.02 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Dell LL Max Defl 5.0 ft 2.98 # 15 # 197'# L/240 L / 360 Reaction 1 LL 95 # Reaction 1 TL 157 # Maximum V 157 # Max V (Reduced) 139 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 95 # 157 # Fv (psi) LL Defl 7.15 1.85 OK 26% 12.25 1.39 OK 11% 0.05 0.25 OK 22% 0.03 0.17 OK 20% E (psi x mil) Base Values 850 Base Adjusted 1275 150 150 1.3 1.3 405 405 CF Size Factor 1.500 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: 60 = A Uniform Load A SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 R2 =157 Fct (psi) PLAN 2103S/A/2 ENTRY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1338 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -9 Prepared by: TD 4x 8 HF #2 Lu = 0.0 Ft R1= 3.3 in R2= 3.3 in DL Defl 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft Reaction 1 LL 825 # Reaction 2 LL 6.17 # Reaction 1 TL 1338 # Reaction 2 TL 37 # Maximum V 1338 # 2008 W Max V (Reduced) 1069 # L / 240 TL Actual Defl L / 801 L / 360 LL Actual Defl L / >1000 825 # 1338 # Section (in') Shear (in TL Deft (in) LL Defl 30.66 21.80 OK 71% 25.38 10.69 OK 42% 0.09 0.30 OK 30% 0.06 0.20 OK 28% 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 Uniform LL: 275 Fv (psi) E (psi x mil Uniform TL: 440 = A Uniform Load A SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 /\ R2 = 1338 Fc1(psi) PLAN 210351A/2 LIVING ROOM BEAM Selection Condi ion pata Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 1072 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -10 Prepared by: TD 4x8 HF #2 Lu = 0.0 Ft R1= 2.6 in R2= 2.6 in DL Defl 0.04 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 7.0 ft Reaction 1 LL 658 # Reaction 2 LL 6.17 # Reaction 1 TL 1072 # Reaction 2 TL 43 # Maximum V 1072 # 1875 W Max V (Reduced) 887 # L/240 TL Actual Defl L/735 L / 360 LL Actual Defl L / >1000 658 # 1072 # Section (in') Shear (in TL Defl (in) 30.66 20.36 OK 66% 25.38 8.87 OK 35% 0.11 0.35 OK 33% 0.07 0.23 OK 30% Fb (psi) Uniform LL: 188 Fv (psi) LL Defl E (psi x mil) Date: 4/11/06 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 Uniform TL: 300 = A Uniform Load A SPAN = 7 FT Uniform and partial uniform loads are lbs per lineal ft. /\ R2 =1072 PLAN 21038/A/2 LIVING ROOM WNDW HDR Selection Conditions Data dh to Actual Critical Status Ratio Values Adjustments Goads R1 = 309 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -11 Prepared by: TD 4x4 HF #2 Lu = 0.0 Ft R1= 0.8in' R2= 0.8in' DL Defl 0.07 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 2.98 # 18 # 463 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 189 # 309 # 309 # 279 # L / 390 L/638 Reaction 2 LL Reaction 2 TL 189 # 309 # Section (in') Shear (in') TL Defl (in) 7.15 4.36 OK 61% 12.25 2.79 OK 23% 0.18 0.30 OK 61% 0.11 0 20 OK 56% Fb (psi) Uniform LL: 63 Fv (psi) LL Dell 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: 100 = A Uniform Load A SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/11/06 /\ R2 = 309 Fol. (psi) PLAN 2103S/A/2 REC ROOM S.G.D. Selection Conditions Attributes Actual Critical Status Ratio Values Adjustments Loads R1 =2403 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in') Shear (in') TL Defl (in) Fb (psi) Uniform LL: 590 BEAM -14 Prepared by: TD 4x 10 HF #2 Lu = 0.0 Ft R1= 5.9 in' R2= 5.9 in' DL Defl 0.02 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft Reaction 1 LL 1770 # Reaction 2 LL 7.87 # Reaction 1 TL 2403 # Reaction 2 TL 47 # Maximum V 2403 # 3604'# Max V (Reduced) 1785 # L / 240 TL Actual Defl L / 927 L / 360 LL Actual Defl L / >1000 1770 # 2403 # LL Defl Date: 4/11/06 49.91 42.40 OK 85% 32.38 17.85 OK 55% 0.08 0.30 OK 26% 0.06 0.20 OK 29% 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: 793 = A Uniform Load A SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 2403 Fc..L (psi) PLAN 2103S/A/2 BEAM AT POST ENTRY Selection Conditions atPa Attnbutes Actual Critical Status Ratio Values Adjustments L.oads R1 =54 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area BEAM -12 Prepared by: TD 2x4 HF #2 Lu = 0.0 Ft R1= 0.1 in R2= 0.1 in DL Defl <0.01 in. Beam Span Beam Wtper Bm Wt Included Max Moment TL Max Defl LL Max Defl 1.75 ft 1.28 # 2# 23'# L/240 L /360 Reaction 1 LL 33 # Reaction 1 TL 54 # Maximum V 54 # Max V (Reduced) 36 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 33 # 54 # Section (in') Shear (in TL Defl (in) Fb (psi) Fv (psi) Uniform LL: 38 LL Defl 3.06 0.22 OK 7% 5.25 0.36 OK 7% 0.00 0.09 OK 2% <0.01 0.06 OK 2% 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: 60 = A Uniform Load A SPAN = 1.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/11/06 /\ R2 =54 Fc l (psi) PLAN 2103S/A/2 DECK BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads /\ R1 = 2101 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 6x12 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area BEAM -13 Prepared by: TD R1= 5.2 in R2= 52 in DL Defl 0.03 in Date: 4/12/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 11.5 ft 15.37 # 177 # 6040 L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Deft LL Actual Dell 1725 # 2101 # 2101 # 1751 # L/737 L/898 Reaction 2 LL Reaction 2 TL 1725 # 2101 it Section (in') Shear (in TL Deft (in) 121.23 107.38 OK 89% 63.25 18.76 OK 30% 0.19 0.58 OK 33% 0.15 0.38 OK 40% Fb (psl) Fv (psi) LL Defl E (psi x mil) Fc ± (psi) Base Values Base Adjusted 675 675 140 140 405 405 CF Size Factor 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 Uniform LL: 300 Uniform TL: 350 = A Uniform Load A SPAN = 11.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 2101 PLAN 2103S/A/2 LAUNDRY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: i R1 = 397 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -15 Prepared by: TD 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.0 in R2= 1.9 in DL Defl Date: 4/11/06 0.01 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 2.0 ft Reaction 1 LL 160 # Reaction 2 LL 2.98 # Reaction 1 TL 397 # Reaction 2 TL 6 # Maximum V 785 # 367 Max V (Reduced) 726 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 160 # 785 # Section (in Shear (in') TL Defl (in) B = 776 Fb (psi) Uniform LL: 160 1.5 Fv (psi) LL Defl 7.15 3.46 OK 48% 12.25 7.26 OK 59% 0.01 0.10 OK 15% <0.01 0.07 OK 5% 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 11: 200 = A Point TL Distance Uniform Load A 0 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 785 Fc ! (psi) PLAN 2103S/A/2 BEDROOM -4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 914 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area Section (in Shear (in TL Defl (in) Uniform LL: 240 R1= 2.3 in R2= 2.3 in Fb (psi) BEAM -16 Prepared by: TD Fv (psi) DL Defl 0.03 in Date: 4/11/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 4.68 # 28 # 1371 '# L/240 L /360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell LL Actual Defl 720 # 914 # 914 # 774 # L/512 L /650 Reaction 2 LL Reaction 2 TL 720 # 914 # 17.65 14.89 OK 84% 19 25 7.74 OK 40% 0.14 0.30 OK 47% LL Defl 0.11 0.20 OK 55% E (psi x mil) Fc I (psi) 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: 300 = A Uniform Load A SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 914 PLAN 2103S/A/2 GARAGE BEAM Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 5104 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 5 -1/8x 19 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 7.9 in R2= 7.9 in' DL Defl 0.07 in Suggested Camber 0.10 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 19.0 ft Reaction 1 LL 3895 # Reaction 2 LL 24.28 # Reaction 1 TL 5104 # Reaction 2 TL 461 # Maximum V 5104 # 24245'# Max V (Reduced) 4231 # L / 240 TL Actual Defl L / 826 L / 360 LL Actual Defl L / >1000 3895 # 5104 # Section (in') Shear (in TL Defl (in) BEAM -17 Prepared by: TD LL Defl Date: 4/11/06 324.80 125.99 OK 39% 99.94 26.44 OK 26% 0.28 0.95 OK 29% 0.21 0.63 OK 33% Fb (psi) Base Values 2400 Base Adjusted 2309 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.962 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 LL: 410 Fv (psi) E (psi x mil) Uniform TL: 513 = A Uniform Load A SPAN = 19 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 5104 Fc I (psi) PLAN 2103S/A/2 O.H.G.D. HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Pt loads: R1 = 946 BeamChek v20051icensed to: Designs Unlimited Reg it 8101 -1456 3 -1 /8x 12 GLB 24F -V8 DF /DF Lu =O.OFt Lu @OH =0.0Ft Overhang, Min Bearing Area BEAM -18 Prepared by: TD R1= 1.5 in' R2= 2.4 in' DL Defl Date: 4/11/06 0.17 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 1625ft 9.11 # 157 # 4318 L/240 L / 360 Reaction 1 LL 314 # Reaction 1 TL 946 # Maximum V 983 # Max V (Reduced) 924 # TL Actual Defl L / 812 LL Actual Defl L / >1000 Reaction 2 LL 638 # Reaction 2 TL 1532 # Overhang Length 1.0 ft Total Beam Length 17.25 ft OH TL Actual Defl L / 523 OH LL Actual Defl L / < -1000 Section (in') Shear (in TL Defl (in) 75.00 21.59 OK 29% 37.50 5.77 OK 15% 0.24 0.81 OK 30% 0.07 0.54 OK 13% -0.05 0.10 OK 46% -0.01 0.07 OK 21% Fb (psi) Fv (psi) LL Defl E (psi x mil) 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 CI Stability © OH 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Loads Uniform LL: 40 Point LL Point TL Distance B = 242 2.5 C = 484 8.0 D = 242 13.75 62 F = 180 (OH) 1.0 Uniform TL: 50 = A Par Unif LL Par Unif TL 240 K = 360 (OH) Uniform Load A SKI 0 0 D El BACKSPAN = 16.25 FT OH TL Defl Fol.. (psi) R2 = 1532 OH = 1 FT OH LL Defl (Uniform Ld on Backspan) Start End 0 1.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. PLAN 21038/N2 BEAM UNDER STAIR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 382 BeamChek v20051icensed to: Designs Unlimited Reg # 8101 -1456 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 0.9 in R2= 0.9 in DL Defl <0.01 in. Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Dell 3.35 ft Reaction 1 LL 302 # Reaction 2 LL 2.98 # Reaction 1 TL 382 # Reaction 2 TL 10 # Maximum V 382 # 320'# Max V (Reduced) 315 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 302 # 382 # Section (in Shear (in TL Defl (in) Fb (psi) Uniform LL: 180 BEAM -19 Prepared by: TD Fv (psi) LL Defl 7.15 3.01 OK 42% 12.25 3.15 OK 26% 0.04 0.17 OK 24% 0 03 0.11 OK 28% 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: 225 = A Uniform Load A SPAN = 3.35 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/11/06 R2 = 382 Fc1(psi) PLAN 2103S/A/2 STORAGE HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 0 R1 = 285 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 0.7 in R2= 0.7 in' DL Defl <0.01 in. Section (in') Shear (in TL Defl (in) Fb (psi) Uniform LL: 180 BEAM -20 Prepared by: TD Fv (psi) LL Defl E (psi x mil) Uniform TL: 225 = A Uniform Load A SPAN = 2.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 2.5 ft Reaction 1 LL 225 # Reaction 2 LL 2.98 # Reaction 1 TL 285 # Reaction 2 TL 7 # Maximum V 285 # 178'# Max V (Reduced) 218 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 225 # 285 # 7.15 1.68 OK 23% 12.25 2.18 OK 18% 0.01 0.13 OK 10% <0.01 0.08 OK 12% R2 = 285 FcI (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 21038/Al2 BDRM -5 HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads RI = 566 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 1 4x 4 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.4 in R2= 1.4 in DL Defl <0.01 in. Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 2.5 ft Reaction 1 LL 450 # Reaction 2 LL 2.98 # Reaction 1 TL 566 # Reaction 2 TL 7 # Maximum V 566 # 354'# Max V (Reduced) 434 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 450 # 566 # Section (in') Shear (in') TL Defl On) 7.15 3.33 OK 47% 12.25 4.34 OK 35% 0.02 0.13 OK 20% 0.02 0.08 OK 23% Fb (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 Uniform LL: 360 BEAM -21 Prepared by: TD Fv (psi) LL Defl E (psi x mil) Uniform TL: 450 = A Uniform Load A SPAN = 2.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 4/11/06 R2 = 566 Fc I (psi) PLAN 2103S/A/2 BDRM -5 HDR Selection Conditions Data A dbutes Actual Critical Status Ratio Values Adiustments Loads j Point LL 225 Pt loads: RI = -262 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM -22 Prepared by: TD 4x 10 HF #2 Lu =0.OFt Lu @OH =0.OFt Overhang, Uplift © R1, NDS 2001 Min Bearing Area R1= -0.6 in R2= 5.3 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 7.87 # 55 # 2032'# L/240 L / 360 Reaction 1 LL -146 # Reaction 1 TL -262 # Maximum V 1592 # Max V (Reduced) 1148 # TL Actual Defl L / < -1000 LL Actual Defl L / < -1000 Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 1351 # 2143 # 2.O ft 7.O ft L / >1000 L / >1000 Section (in Shear (in TL Dell (in) Fb (psi) LL Defl Date: 4/11/06 OH TL Defl Fv (psi) E (psi x mil) Fc I (psi) OH LL Defl 49.91 23.90 OK 48% 32.38 11.48 OK 35% -0.02 0.25 OK 6% -0.01 0.17 OK 6% 0.04 0.20 OK 19% 0.02 0.13 OK 16% 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 CI Stability @ OH 1.0000 Rb = 0.00 Le © OH = 0.00 Ft Uniform LL: 40 Point TL Distance F = 440 (OH) 2.0 Uniform TL: 50 = A Par Unif LL Par Unif TL 390 K = 568 (OH) Uniform Load A K LEI BACKSPAN = 5 FT R2 = 2143 OH =2 FT (Uniform Ld on Backspan) Start End 0 2.0 Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. PLAN 2103S/A/2 REC RM DR HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 1294 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in') Shear (in TL Defl (in) Fb (psi) Uniform LL: 410 BEAM -23 Prepared by: TD 4x 6 HF #2 Lu =0.OFt R1= 3.2 in R2= 3.2 in DL Defl 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 4.68 # 23 # 1618W L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1025 # 1294 # 1294 # 1057 # L/521 L / 658 Reaction 2 LL Reaction 2 TL 1025 # 1294 # Fv (psi) LL Defl 17.65 17.57 OK 100% 19.25 10.57 OK 55% 0.12 0 25 OK 46% 0.09 0.17 OK 55% 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: 513 = A Uniform Load A SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/11/06 R2 = 1294 Fc l (psi) PLAN 2103S/A/2 LAUNDRY DR HDR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments R1 = 571 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 NDS 2001 Min Bearing Area Section (in Shear (in TL Defl (in) Fb (psi) Loads Uniform LL: 340 BEAM -24 Prepared by: TD 4x 4 HF #2 Lu = 0.0 Ft R1= 1.4 in R2= 1.4 in DL Defl <0.01 in. Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Dell 2.67 ft Reaction 1 LL 454 # Reaction 2 LL 2.98 # Reaction 1 TL 571 # Reaction 2 TL 8 # Maximum V 571 # 381'# Max V (Reduced) 447 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 454 # 571 # Fv (psi) LL Defl 7.15 3.59 OK 50% 12.25 4.47 OK 36% 0.03 0.13 OK 23% 0.02 0.09 OK 27% 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: 425 = A Uniform Load A SPAN = 2.67 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/11/06 R2 = 571 Fel (psi) 2103S/A/2 GARAGE Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 921 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 8 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 2.3 in R2= 2.3 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 10.25 ft 6.17 # 63 # 2360 L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 921 # 921 # 812 # L / 399 Reaction 2 TL 921 # Section (in') Shear (in TL Defl (in) BM25 Prepared by: M.A. Date: 4/28/06 30.66 25.62 OK 84% 25.38 8.12 OK 32% 0.31 0.51 OK 60% 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 1.0 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 174 = A Uniform Load A SPAN = 10.25 FT Uniform and partial uniform loads are Ibs per lineal ft. /\ R2 = 921 Fc I (psi) 2103S/A/2 GARAGE Selection Conditions Data ribute Actual Critical Status Ratio Values ,Qdiustments R1 = 713 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 1.8 in R2= 1.8 in' Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 8.0 ft 4.68 # 37 # 1425`# L / 240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 713 # 713 # 631 # L/369 Reaction 2 TL 713 # Section (in') Shear (in') TL Defl (in) BM26 Prepared by: M.A. Date: 4/28/06 17.65 15.48 OK 88% 19.25 6.31 OK 33% 0.26 0.40 OK 65% 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 L oads Uniform TL: 174 = A Uniform Load A SPAN = 8 FT Uniform and partial uniform Toads are ibs per lineal ft. R2 = 713 Fc1(psi) 2103S/A/2 GARAGE Selection Conditions A dbutes Actual Critical Status Ratio Values Adiustments Loads 0 R1 = 2042 BeamChek v20051icensed to: Designs Unlimited Reg It 8101 -1456 BM27 Prepared by: M.A. Date: 5/23/06 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Min Bearing Area R1= 3.1 in R2= 3.1 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 8.75 ft 6.83 # 60 # 4468'# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 2042 # 2042 # 1692 # L / 584 Reaction 2 TL 2042 # Section (in Shear (in TL Defl (in) 42.19 22.34 OK 53% 28.13 10.58 OK 38% 0.18 0.44 OK 41% Fv (psi) E (psi x mil 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 Fb (psi) Uniform TL: 460 = A Uniform Load A SPAN = 8.75 FT Uniform and partial uniform loads are lbs per lineal ft. /\ R2 = 2042 2103S/A/2 ENTRY Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 213 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 4x 4 HE #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 0.5 in R2= 0.5 in Section (in Shear (in 11 Defl (in) Fb (psi) BM28 Prepared by: M.A. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 2.17 ft 2.98 # Reaction 1 TL 213 # Reaction 2 TL 6 # Maximum V 213 # 115'# Max V (Reduced) 155 L / 240 TL Actual Defl L / >1000 213 7.15 1.09 OK 15% 12.25 1.55 OK 13% 0.01 0.11 OK 6% 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: 193 = A Uniform Load A SPAN = 2.17 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 4/28/06 R2 = 213 Fc I (psi) 2103S/A/2 ENTRY election Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads /\ R1 = 366 BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 BM29 Prepared by: M.A. Date: 4/28/06 4x 6 HF #2 Lu = 0.0 Ft NDS 2001 Min Bearing Area R1= 0.9 in R2= 0.9 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl 7.0 ft 4.68 # 33 # 641 'ft L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Dell 366 # Reaction 2 TL 366 # 318 # L / 939 366 # Section (in') Shear (in TL Defl (in) 17.65 6.96 OK 39% 19.25 3.18 OK 17% 0.09 0.35 OK 26% Fb (psi) Fv (psi) E (psi x mil) Uniform TL: 100 = A Uniform Load A SPAN = 7 FT Uniform and partial uniform loads are Ibs per lineal ft. /\ R2 = 366 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 Fne Feint No. .___ Lateral L 'ea Analysis f©P Designs Unlimited Plan 21035/A/2 Seismic Design Data (Equivalent Force) Importance Factor 1.0 Ss and 5d .84,1.50 Exposure Wind Speed Snow Load King County Default Per 2003180 using Qlat v 4.0 Site Class 5d1 and 5Ds Seismic Design Category Force resisting System Design Base Shear Cs R D `B' 056,1.00 D REVIEWED FOR CODE COMPLIANCt A nnon "Cn SEP -8NS W5P Shear Walls 6.1x, 6.6'y 0.110 (A5D) 65 (055) Wind Data (Simplified Method, l0 psf min controls design) 85 mph (3 sec) 25 psf May 21, 2006 c"':: r.-1 c^ssfons Ci Of Tukwila UILDINO DIVISION This lateral design has been personally reviewed by me and it is in full compliance with the 2003 International Building Code. PIR _X ES o3 -16 -0 RECEIVED CITYOFTUKWILP JUL 2.5 2006 PERMIT CENTER W ...'/4Lj CORRECTION LTR# Walls Holddowns Struts X � Story : 1 1 05 -21 -2006 21O3SA2 2 40.0 3 52.0 1 7/16" Wood Structural Panel w/ 1Od Box 1 Gr III Species 1 1 Simpson Strong -Tie Holdown] 1 Gr II Species 1 Simpson Cnnctr ] m- Exceeds maximum table value Y 4 A X 4 1 C 32.0 ' 1 A Halls Holddowns Struts 1 Story : 2 05 -21 -2006 21O3SA2 2 40.0 E 7/16" Wood Structural Panel w/ led Box C Gr III Species ] E Simpson Strong -Tie Holdown] t: Gr III Species £ Simpson Cnnctr ] N-Exceeds maximum table value 8675 E. Caraway Road, Port Orchard, W66 ( }60) 87I -5403 FAX: (36) 71156 3 - i : u .cwa@verizon.nel e-gs cites .10F A i v 4,,v1n/ >16n 4/4 eat *K/. 140t9 pac Pik Fterh 4 miz w> 16 Wyv 4 @ CWA CONSULTANTS, P.S. STRUCTURAL ENGINEERING BUILDING CODE , IONSULTANTS SW. Iw Iti 1 I2" VSP CM fu) &km tJ 1/4)005 Fcon z3. 2- $aT 2- 2, set everztteitc tajrn (EXPIRES 03 -16- • h'k bog t&aNT L e idhl l cc_ A -A gel ro*��f� 4z c�,� — i m11CQi W411 DG11CUUle [ 7/16" Wood Structural J L Vi 111 opeLsCb J Panel w/ 10d Box] Shear Wall Edge Anchor Bottom Rim /Blk 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 0.23 ri) M I!1 in La li 1 1 1 1 1 H ri H rI ri ri ri 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 5 A35 @16 w /12 -8d 0.3 7/16" OSB(1) 10d @ 3 5/8" 0 16 16d @ 4 A35 @12 w /12 -8d 0.4. 1' 7/16" OSB(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" OSB(2) 10d @ 3 5/8" @ 24 2 -16d @ 4 2- A35 @12 w12 -8d 0.90 7/16" OSB(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 110IUVW11 ac11CUUle Simpson Strong ( Simpson 2006 J L VL -Tie Holdown] Catalog ] 111 DjJCCles J — Foundation Level a Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number HNM v1f wr-. co a STHDB (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 HDBA 4x (3)7/8 7/8 "0 6.35 HDUB 4x (20)SDS2 7/8 "¢ 7.18 HDC10 /22 4x (24)5DS2 7/8 "0 8.43 HDUll 4x (30)SD82 1" 0 9.70 HD15 6x (5) 1" 0 1 -1/4 "¢ 13.80 = aosuoWn .7cu1CUUle ( Simpson Strong -Tie Simpson 2003 Catalog j L lil Holdown ] ] 111 ApeCles J — Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number .-1caroaunivrmm 1 CS18(36 ") 2x (18)1Od - -- 1.27 (2)C820(36 ") (2)2x (18) 8d ea - -- 2.01 (2)C518(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)M5T72 (2)3x (56)16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 '¢ 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 STHD8, STHD10RJ 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 crag bL LUL Simpson Cnnctr ( Simpson 1996 SCUCUule J LUZ . ] Catalog 1/11 S pJecie i3 j — Conn Drag Fastner Thru Ca) Note ft Type Strut to Cnnctr Rod Kips No. 24 " -CS16 DBL TOP PL (22) -10d -- 1.E ri ri ri ri ri N N N N (2)24 " -CS16 DBL TOP PL (22) -1Od ea -- 3.; (3)24 " -CS16 4x 6 (22) -10d ea -- 4.5 155 "- CMST14 4x 6 (88) -10d -- 6.' W 202 "- CMST12 4x 6 (118) -l0d -- 9.64 (2) -HD14A 4x 6 ea (4)- 1" 0 1" 0 11.08 (2) 41D15 6x10 ea (5)- 1" 0 1 -1 /4 "0 15.30 (4) -HD1OA 6x10 ea (4) -7/8 "0 7/B "0 19.80 (4) -HD15 6x10 ea (5)- 1" 0 1 -1 /4 "0 30.61 ( Drag Strut Notes ] GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. Designs Unlimited Time : 09:03:46 Date : 05 -15 -2006 2 1 1 0.4 0.066 2 2 1 0.3 0.039 1 1 1 1 2 3 1 1 2 0.3 0.8 0.5 * Exceeds table capacity - None required 0.067 0.181 0.009 For SW Selection Seismic Value Adjusted per FN a Table 2305.3.3 SW HD 0.090 1 0.054 1 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall H/W AdjSeis AdjWd SW LtHD RtHD 0.100 1 0.282 2 1 2 0.021 1 selection based on file: W7HF1OBW.TBL selection based on file: HCWA.TBL OCWA.TBL For SW Selection Wind Value Adjusted per 2306.4.1 Designs Unlimited Time : 09:03:46 Date : 05 -15 -2006 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall H/W AdjSeis AdjWd SW LtHD RtHD 2 A 1 2.7 0.126 0.091 1 1 1 2 A 2 2.0 0.094 0.091 1 1 1 2 A 3 2.7 0.126 0.091 1 1 1 2 A 4 3.2 0.151 0.091 1 1 1 2 C 1 3.0 0.131 0.085 1 1 1 2 C 2 3.0 0.131 0.085 1 1 1 2 C 3 2.0 0.088 0.085 1 2 C 4 2.0 0.088 0.085 1 1 A 1 1.3 0.072 0.076 1 1 1 1 A 2 0.7 0.072 0.076 1 1 - 1 B 1 0.3 0.024 0.032 1 - - 1 C 1 2.3 0.128 0.119 1 1 1 1 C 2 2.3 0.128 0.119 1 1 1 1 C 3 1.3 0.114 0.119 1 1 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 : 09:03:46 Date : 05 -15 -2006 Ht (ft) 8.0 - 8.0 - SUMMARY SHEET SEISMIC DATA: ManualIBC BSF Y -Axis = 0.110 BSF X -Axis = 0.110 Snow Factor = 0.250 WIND DATA: ManualIBC Wind Exposure = Wind Speed = Structure = Imp Factor = Story 2 Story 1 B 85 Encl /Unencl 1.00 _ Load Summary 11 to Y WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 1 of 5 II to X Level (K) DL Seis Wind DL Seis Wind 2 - 16.0 2.5 4.8 15.4 2.4 3.2 1 - 23.5 1.8 4.7 20.3 1.6 2.9 Base Total 4.3 9.5 3.9 6.1 Designs Unlimited Time : 09:03:46 Date 05 -15 -2006 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 2 of 5 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Rsf) (ft) (ft) (ft) WALLS Parallel to Y -Axis X X Y =_= Story 2 Line 1 Wall 1 0.0 0.0 0.0 8.0 19.0 19.0 0.015 0.0 2.0 0.0 Line 2 Wall 1 40.0 40.0 0.0 8.0 32.0 32.0 0.015 0.0 2.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 0.0 9.0 30.0 30.0 0.015 0.0 8.0 0.0 Line 2 Wall 1 40.0 40.0 0.0 9.0 12.0 12.0 0.015 0.0 8.0 0.0 Line 3 Wall 2 52.0 52.0 12.0 9.0 18.0 18.0 0.015 0.0 8.0 0.0 WALLS Parallel to X -Axis Y Y X Story 2 Line A Wall 1 0.0 0.0 0.0 8.0 3.0 3.0 0.015 0.0 18.0 0.0 Wall 2 0.0 0.0 9.0 8.0 4.0 4.0 0.015 0.0 18.0 0.0 Wall 3 0.0 0.0 17.0 8.0 3.0 3.0 0.015 0.0 18.0 0.0 Wall 4 0.0 0.0 37.5 8.0 2.5 2.5 0.015 0.0 18.0 0.0 Line C Wall 1 32.0 32.0 0.0 8.0 2.7 2.7 0.015 0.0 18.0 0.0 Wall 2 32.0 32.0 11.0 8.0 2.7 2.7 0.015 0.0 18.0 0.0 Wall 3 32.0 32.0 20.0 8.0 4.0 4.0 0.015 0.0 18.0 0.0 Wall 4 32.0 32.0 36.0 8.0 4.0 4.0 0.015 0.0 18.0 0.0 Story 1 Line A Wall 1 0.0 0.0 9.0 9.0 7.0 7.0 0.015 0.0 10.0 0.0 Wall 2 0.0 0.0 18.0 9.0 13.0 13.0 0.015 0.0 10.0 0.0 Line B Wall 1 12.0 12.0 20.0 9.0 32.0 32.0 0.015 0.0 10.0 0.0 Line C Wall 1 32.0 32.0 0.0 9.0 4.0 4.0 0.015 0.0 10.0 0.0 Wall 2 32.0 32.0 9.0 9.0 4.0 4.0 0.015 0.0 10.0 0.0 Wall 3 32.0 29.0 13.0 9.0 7.0 7.0 0.015 0.0 10.0 0.0 Designs Unlimited Time : 09:03:46 Date : 05 -15 -2006 LINES Parallel to Y -Axis INPUT DATA - Diaphragms WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 3 of 5 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 32.0 0.010 0.000 0.000 0.0 0.010 0.120 0.008 Level 1 Lines 1 2 32.0 0.010 0.000 0.000 0.0 0.010 0.090 0.000 Lines 2 3 20.0 0.010 0.000 0.000 12.0 0.010 0.090 0.000 LINES Parallel to X -Axis Roof Level Lines A C 40.0 0.010 0.000 0.000 0.0 0.010 0.100 0.008 Level 1 Lines A B 40.0 0.010 0.000 0.000 0.0 0.010 0.090 0.000 Lines B C 52.0 0.010 0.000 0.000 0.0 0.010 0.090 0.000 Designs Unlimited Time : 09:03:46 Date : 05 -15 -2006 OUTPUT DATA - Shear WALLS Parallel to Y -Axis Story 2 Redundancy Ln 1 1.3 2.4 Wall 1 Ln 2 1.3 2.4 Wall 1 Story 1 Redundancy Ln 1 2.0 4.2 Wall 1 Ln 2 2.2 4.7 Wall 1 Ln 3 0.2 0.5 Wall 2 WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 1.2 1.6 Ln A Wall 1 Wall 2 Wall 3 Wall 4 Ln C Wall 1 Wall 2 Wall 3 Wall 4 Story 1 Ln A Wall 1 Wall 2 Ln B Wall 1 Ln C Wall 1 Wall 2 Wall 3 Line Shear CSeis Wind (k) (k) 1.2 1.6 Redundancy 1.4 2.1 0.8 1.4 1.7 2.5 S- Support required beneath holddown # For SW Selection Adjust Seismic Value per FN a Table 2305.3.3 Walls and Holddown Forces Wall Shear H CSeis Wind - -- (klf)# (klf) ## W Factor 1.00 0.066 0.126 0.4 0.039 0.075 0.3 Factor 1.00 0.067 0.140 0.3 0.181 0.395 0.8 0.009 0.030 0.5 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 4 of 5 0.0 1.0 0.0 0.0 0.094 0.128 2.7* 0.0 0.3 0.094 0.128 2.0 0.0 0.4 0.094 0.128 2.7* 0.2 0.5 0.094 0.128 3.2* 0.2 0.0 0.088 0.119 3.0* 0.0 0.2 0.088 0.119 3.0* 0.0 0.0 0.088 0.119 2.0 0.0 0.0 0.088 0.119 2.0 0.3 0.0 Factor 1 00 0.072 0.107 1.3 0.0 0.0 1.2 0.8 0.072 0.107 0.7 0.0 0.0 0.8 -- 0.024 0.045 0.3 0.6 0.0 0.114 0.167 2.3* 0.0 0.0 0.114 0.167 2.3* 0.0 0.3 0.114 0.167 1.3 0.3 0.6 Drag Force Holddowns Lt Rt Left Rght (K) (K) (K) (K) 0.0 0.0 0.0 1.7 1.9 2.6 0.0 0.0 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 2.0 1.5 0.9 M -Manaul input of holddown # #For SW Selection Adjust Wind Value per 2306.4.1 1.7 2.1 0.9 Designs Unlimited Time : 09:03:46 Date : 05 -15 -2006 LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 5 of 5 H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Kif) (Klf) (Klf) (Kif) (Kip).xxL Roof Level Lines 1 2 1.3 2.51 4.80 0.04 -0.04 0.08 -0.08 0.7 .50 Level 1 Lines 1 2 1.3 1.50 3.60 0.02 -0.02 0.06 -0.06 0.6 .50 Lines 2 3 0.6 0.34 1.08 0.01 -0.01 0.03 -0.03 0.1 .50 LINES Parallel to X -Axis Roof Level Lines A C 0.8 2.36 3.20 0.03 -0.03 0.04 -0.04 0.3 .50 Level 1 Lines A B 0.3 0.52 1.08 0.01 -0.01 0.01 -0.01 0.0 .50 Lines B C 0.4 1.05 1.80 0.01 -0.01 0.02 -0.02 0.1 .50 Designs Unlimited Time : 09:03:47 Date : 05 -15 -2006 WALLS Parallel to Y -Axis Wall Force: 1.253 OTM 11.026 Uniform DL: 0.020 Header DL : LT 0.000 RT 0.000 Max Down LT -0.580 RT -0.580 Res Moment: LT 21.479 RT 21.479 Holddown LT -0.550 RT -0.550 - -= * * * * * * * * ** Detailed Calculations * * * * * * * * ** Story 2 Line 1 Wall 1 Height 8.0 SW Len 19.0 HD Len 19.0 Wt 0.015 Seismic Wind Story 2 Line 2 Wall 1 Height 8.0 SW Len 32.0 HD Len 32.0 Wt 0.015 Seismic Wind Wall Force: 1.253 OTM 11.712. Uniform DL: 0.020 Header DL : LT 0.000 RT 0.000 Max Down LT -0.366 RT -0.366 Res Moment: LT 60.928 RT 60.928 Holddown LT -1.538 RT -1.538 Story 1 Line 1 Wall 1 Height 9.0 SW Len 30.0 HD Len 30.0 Wt 0.015 Seismic Wind 4.200 37.800 0.080 LT 0.000 RT 0.000 LT -1.260 RT -1.260 LT 64.823 RT 64.823 LT -0.901 RT -0.901 Wall Force: 2.004 OTM 20.045 Uniform DL: 0.080 Header DL : LT 0.000 RT 0.000 Max Down LT -0.668 RT -0.668 Res Moment: LT 82.238 RT 82.238 Holddown LT -2.073 RT -2.073 Story 1 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 3 Wall Force: 0.169 OTM 2.725 Uniform DL: 0.080 Header DL : LT 0.000 RT 0.000 Max Down LT -0.151 RT -0.151 Res Moment: LT 29.605 RT 29.605 Holddown LT -1.493 RT -1.493 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 1 2.400 19.200 0.004 LT 0.000 RT 0.000 LT -1.011 RT -1.011 LT 14.996 RT 14.996 LT 0.221 RT 0.221 2.400 19.200 0.004 LT 0.000 RT 0.000 LT -0.600 RT -0.600 LT 42.537 RT 42.537 LT -0.729 RT -0.729 Wall 1 Height 9.0 SW Len 12.0 HD Len 12.0 Wt 0.015 Seismic Wind 2.174 4.740 20.364 42.660 0.080 0.080 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -1.697 RT -1.697 LT -3.555 RT -3.555 LT 13.158 RT 13.158 LT 10.372 RT 10.372 LT 0.601 RT 0.601 LT 2.691 RT 2.691 Wall 2 Height 9.0 SW Len 18.0 HD Len 18.0 Wt 0.015 Seismic Wind 0.540 4.860 0.080 LT 0.000 RT 0.000 LT -0.270 RT -0.270 LT 23.336 RT 23.336 LT -1.026 RT -1.026 Designs Unlimited Time : 09:03:47 Date : 05 -15 -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: 0.180 Header DL : LT 0.000 RT 0.000 Max Down LT -0.809 RT -0.809 Res Moment: LT 2.040 RT 2.040 Holddown LT 0.299 RT 0.299 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 C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 8.0 Seismic 0.283 2.426 0.180 LT 0.000 RT 0. LT -0.809 RT -0. LT 1.148 RT 1. LT 0.426 RT 0. Wall 2 Height 8.0 Seismic 0.378 3.235 Wall 3 Height 8.0 SW Len Seismic 0.283 2.426 0.180 LT 0.000 RT 0.000 LT -0.809 RT -0.809 LT 1.148 RT 1.148 LT 0.426 RT 0.426 Wall 4 Height 8.0 SW Len 2.5 HD Len 2.5 Wt 0.015 Seismic Wind 0.236 0.320 2.022 2.560 0.180 0.036 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -0.809 RT -0.809 LT -1.024 RT -1.024 LT 0.797 RT 0.797 LT 0.327 RT 0.327 LT 0.490 RT 0.490 LT 0.893 RT 0.893 Wall 1 Height 8.0 SW Len Seismic 0.238 2.046 0.180 LT 0.000 RT 0.000 LT -0.758 RT -0.758 LT 0.929 RT 0.929 LT 0.414 RT 0.414 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 2 SW Len 3.0 HD Len 3.0 Wt 0.015 wind 0.384 3.072 0.036 000 LT 0.000 RT 0.000 809 LT -1.024 RT -1.024 148 LT 0.470 RT 0.470 426 LT 0.867 RT 0.867 SW Len 4.0 HD Len 4.0 Wt 0.015 Wind 0.512 4.096 0.036 LT 0.000 RT 0.000 LT -1.024 RT -1.024 LT 0.836 RT 0.836 LT 0.815 RT 0.815 3.0 HD Len 3.0 Wt 0.015 Wind 0.384 3.072 0.036 LT 0.000 RT 0.000 LT -1.024 RT -1.024 LT 0.470 RT 0.470 LT 0.867 RT 0.867 2.7 HD Len 2.7 Wt 0.015 Wind 0.322 2.579 0.036 LT 0.000 RT 0.000 LT -0.955 RT -0.955 LT 0.381 RT 0.381 LT 0.814 RT 0.814 Designs Unlimited Time : 09:03:47 Date : 05 -15 -2006 WALLS Parallel to X -Axis Story 2 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown : Story 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 . Wall 2 Height Seismic 0.238 2.046 0.180 LT 0.000 RT LT -0.758 RT LT 0.929 RT LT 0.414 RT Wall 3 Height Seismic 0.353 3.032 0.180 LT 0.000 RT LT -0.758 RT LT 2.040 RT LT 0.248 RT Wall 4 Height Seismic 0.353 3.032 0.180 LT 0.000 RT LT -0.758 RT LT 2.040 RT LT 0.248 RT wall 1 Height Seismic 0.504 5.002 0.100 LT 0.000 RT 0.000 LT -0.715 RT -0.715 LT 4.894 RT 4.894 LT 0.015 RT 0.015 Wall 2 Height 9.0 SW Len Seismic 0.936 9.290 0.100 LT 0.000 RT 0.000 LT -0.715 RT -0.715 LT 16.879 RT 16.879 LT -0.584 RT -0.584 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 3 8.0 SW Len 2.7 HD Len 2.7 Wt 0.015 Wind 0.322 2.579 0.036 0.000 LT 0.000 RT 0.000 -0.758 LT -0.955 RT -0.955 0.929 LT 0.381 RT 0.381 0.414 LT 0.814 RT 0.814 8.0 SW Len 4.0 HD Len 4.0 Wt 0.015 wind 0.478 3.821 0.036 0.000 LT 0.000 RT 0.000 -0.758 LT -0.955 RT -0.955 2.040 LT 0.836 RT 0.836 0.248 LT 0.746 RT 0.746 8.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Wind 0.478 3.821 0.036 0.000 LT 0.000 RT 0.000 -0.758 LT -0.955 RT -0.955 2.040 LT 0.836 RT 0.836 0.248 LT 0.746 RT 0.746 9.0 SW Len 7.0 HD Len 7.0 Wt 0.015 Wind 0.749 6.741 0.100 LT 0.000 RT 0.000 LT -0.963 RT -0.963 LT 3.858 RT 3.858 LT 0.412 RT 0.412 13.0 HD Len 13.0 Wt 0.015 Wind 1.391 12.519 0.100 LT 0.000 RT 0.000 LT -0.963 RT -0.963 LT 13.305 RT 13.305 LT -0.060 RT -0.060 Designs Unlimited Time : 09:03:47 Date : 05 -15 -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: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 9.0 SW Len Seismic 0.781 9.170 0.100 LT 0.000 RT 0.000 LT -0.287 RT -0.287 LT 102.272 RT 102.272 LT -2.909 RT -2.909 Wall 1 Height 9.0 SW Len Seismic 0.454 4.357 0.100 LT 0.000 RT 0.000 LT -1.089 RT -1.089 LT 1.598 RT 1.598 LT 0.690 RT 0.690 Wall 2 Height 9.0 SW Len Seismic 0.454 4.357 0.100 LT 0.000 RT 0.000 LT -1.089 RT -1.089 LT 1.598 RT 1.598 LT 0.690 RT 0.690 Wall 3 Height 9.0 SW Len Seismic 0.795 7.625 0.100 LT 0.000 RT 0.000 LT -1.089 RT -1.089 LT 4.894 RT 4.894 LT 0.390 RT 0.390 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 4 32.0 HD Len 32.0 Wt 0.015 Wind 1.440 12.960 0.100 LT 0.000 RT 0.000 LT -0.405 RT -0.405 LT 80.614 RT 80.614 LT -2.114 RT -2.114 4.0 HD Len 4.0 Wt 0.015 Wind 0.667 6.000 0.100 LT 0.000 RT 0.000 LT -1.500 RT -1.500 LT 1.260 RT 1.260 LT 1.185 RT 1.185 4.0 HD Len 4.0 Wt 0.015 Wind 0.667 6.000 0.100 LT 0.000 RT 0.000 LT -1.500 RT -1.500 LT 1.260 RT 1.260 LT 1.185 RT 1.185 7.0 HD Len 7.0 Wt 0.015 Wind 1.167 10.500 0.100 LT 0.000 RT 0.000 LT -1.500 RT -1.500 LT 3.858 RT 3.858 LT 0.949 RT 0.949 Designs Unlimited Time : 09:03:54 Date : 05 -15 -2006 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K 2 1 1 0.00 0.00 0.00 0.22 1 2 1 40.00 0.00 0.00 1.96 Designs Unlimited Time : 09:03:54 Date : 05 -15 -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 IC 2 1 1 0.00 19.00 0.00 0.22 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 2 Designs Unlimited Time : 09:03:54 Date : 05 -15 -2006 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K 2 A 2 9.00 0.00 0.30 0.81 1 A 1 9.00 0.00 0.31 1.23 2 A 3 17.00 0.00 0.43 0.87 1 A 2 18.00 0.00 0.00 0.87 2 C 1 0.00 32.00 0.41 0.81 1 C 1 0.00 32.00 1.10 2.00 2 C 2 11.00 32.00 0.41 0.81 1 C 2 9.00 32.00 0.90 1.59 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 3 =_ Designs unlimited Time : 09:03:54 Date : 05 -15 -2006 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 2 A 2 13.00 0.00 0.30 0.81 1 A 1 16.00 0.00 0.19 0.88 2 A 3 20.00 0.00 0.43 0.87 1 A 2 31.00 0.00 0.00 0.07 2 C 1 2.70 32.00 0.41 0.81 1 C 1 4.00 32.00 0.97 1.73 2 C 2 13.70 32.00 0.41 0.81 1 C 2 13.00 32.00 1.18 2.14 WOODCAD QLAT (Pro V4.0) File: 2103SA2 Page: 4 Apr 17 2006 12:23PM CWA 360 - 871 -5633 @ CWA CONSULTANTS, P.S. STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS p.3 8675 E. Caraway Road, Port Orchard, WA 366 ( 6 ) 871 -5 3 FAX: Oa lay i i : u .cwa(alverizon.nel Q•2s star 4 ��- APP 4 Ptv v /ah/ > 66" Fat .14/ . 44 t-p cd w,Js, ark Parr) 4/w 4 ArD E wAu. 2 44 y ,....� fimt s EN 05 s ex- 14) +J- -- _. f ' no_ NOR t t'Thrt, 12" PCmsu) 4r W A Care )3 0005 Is 0 ! Cosa tgeie ifieelkit OJ IEXPIRES 03 - %6 - O "l CRY RECEIVED AUG 2 2 2006 PERMIT CENTER CORRECTION LTR ` # 2 ��11 09-05 -2006 JOHN HARICOVICH 1201 MONSTER RD SW, STE 320 RENTON WA 98055 RE: Permit Application No. D06 -144 16674 53 AV S TUICW Dear Permit Applicant: In reviewing our current pern itapplication files, it appears that your permit application applied for on 04/21/2006, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 10/18/2006. If you choose to pursue your project a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/18/2006. If it is determined that an extension is granted; your application will be extended for an additional 90 days from the expiration date: In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new pewit application, plans and specifications, and associated fees. Thank you for your cooperat -on in this matter. Sincerely, Je �fer • �� T XC: 111414M arshall hnician Permit File No. D06-144 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 July 28, 2006 John Tamburelli 1201 Monster Rd SW Ste 320 Renton WA 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -144 Gough Development, Lot 3 —16674 53 Av S Dear Mr. Tamburelli: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department: At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections/revisions must be made in person and will not be accepted throne's the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl File No. D06 -144 rshall ician City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Vennifer\Correction Letterst2006006 -144 Correction Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: July 28, 2006 Project Name: Gough Development, Lot 3 Permit #: D06 -144 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Items (3) and (4) from the previous letter have yet to be answered. a) Item (3): referring to the LRP panels, the change was a reference note on the plan to "SEE 6" CONCRETE SHEER WALL DETAIL ". The structural drawings (S-1) show the addition of an additional detail (34) which is a duplication of detail (19), not the concrete sheer wall detail. In addition the structural engineering calculations indicate an 8" concrete shear wall detail. Revise the necessary sheets to show accuracy and consistency where the details are the correct details required and correctly cross reference the engineering calculations. Show the correct detail on the structural plan (S-1). b) Item (4): maybe to clarify better where the "plan" detail is indicating 16 RISERS - 9.5" TREADS" is not consistent with the Typical Stair Detail. The eoncem here is the difference of the distance reaching one level to the next with the plan design shows only allowing a Mn. distance of 9.5" steps vs. the required 10" min. steps. The difference is resulting in about 4" each direction and may need some consideration In the framing design. Please darify and make reference to the correct minimum size of steps at 10" per the current code requirements and as shown in the Typical Stair Detail. (R311.5.3.1 & R311.5.3.2) Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. June 13, 2006 John Tamburelli 1201 Monster Road SW, Suite 320 Renton, WA 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -144 Gough Development — Lot #3 —16674 — 53 Avenue S Dear Mr. Tamburelli: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Encl i4av P:\planning \brenda\D06 -144 - correction It, k I .doc bh City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo Date: April 27, 2006 Project Name: Gough Development, Lot 3 Permit #: D06 -144 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1. The structural plan sheets shall reflect the engineering calculations and shall be signed wet -stamped not copied by the engineer. Provide the necessary structural plan sheets that are wet stamped and signed by the engineer. (See above PLAN SUBMITTALS note) 2. The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. 3. On sheet (S3) the two LRP panels on each side of the garage are not clearly referenced to a panel design detail. Provide a LRP detail on the plan that meets the current code for size and method of fastening or provide an engineered design detail by the engineer on record. 4. On sheets (3, 4, 5, & 8) the plan and stair details do not meet the current code. Revised the detail to meet current 2003 IRC code. (R311.5.3.1 & R311.5.3.2) Should there be questions conceming the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. ACTIVITY NUMBER: D06 -144 DATE: 08 -22 -06 PROJECT NAME: GOUGH DEVELOPMENT, LOT 3 SITE ADDRESS: 16674 53 AV S Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: c c Buil in Division IXI Public Works DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ‘- PERMIT COORD COPY " PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions ❑ Permit Coordinator ❑ DUE DATE: 08-24-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 09-21-06 Not Approved (attach comments) ❑ DATE: Planning Division n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -144 DATE: 07 -25 -06 PROJECT NAME: GOUGH DEVELOPMENT - LOT 3 SITE ADDRESS: 16674 53 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS Builping o Public Works Complete Comments: Documents/rousing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP i Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUESITHURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 07 -27-06 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 DUE DATE: 08-24-06 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) yr Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1:1 Fire ❑ Ping ❑ PW ❑ Staff Initials:' PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY ACTIVITY NUMBER: D06 -144 DATE: 04 -21 -06 PROJECT NAME: GOUGH DEVELOPMENT, LOT 3 SITE ADDRESS: 166XX 53 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ui ing"Divlsion Ifilet Public Works 1344144 BUG g-ofi 'SCI M,,MG 4-St i Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Incomplete ❑ DUE DATE: 04-25-06 No further Review Required DATE: DATE: 14n C 6 - Zs Planning Division WAI Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 05-23-06 Approved with Conditions ❑ Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: HIrJ Departments issued corrections: Bldg IR Fire ❑ Ping ❑ PW ❑ Staff Initials: • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t/0, ZZA ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Gough Development, Lot 3 Project Address: 16674 53 Av S Contact Person: l/CW /144 //f/• hfieten064 Phone Number(t ) _ ? i / /s 3/7Q Summary of Revision: /Y!/ Gf/ /GCi s Afge(/ g- y CGit6Jt 4_ r vALt e fE SP- tal/Ao 7t 540600 TXt /S 4V P4•41/t ante 6 a4f Sheet Number(s): gOr 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: gr Entered in Permits Plus on 06/1,k \applications\forms- applications on linerevision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D06-144 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED rimy t1F TUKWILA AUG 2 2 2006 PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: pi-t io Plan Check/Permit Number: D06-144 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Gough Development — Lot 3 Project Address: 16674 - 53 Avenue S Contact Person: (Net/.iryy/1/ Magee/ Phone Number: Summary of Revision: 72/,A' /N r#e tutr STAnaFo rn4-,,v.Eeg 't*i C•41.ur4g7?en5 // sib ,'&. -1 ✓ 5 fie7N6- of /WW< i7,Cl0 /4/ ,0,5e,•f.G'(ie 5/37127/, 7;4/ / V7/1/6 - Doan - el - - F /5 5E74.el' ge//nr yMf A eX ARA /N sYSTE:09 L V fry 6,ap pew- en/ Tmmt PIA/ rio r /rr££TS T/fE l ec e..Qt � c, As S/ E .g v0 mfx 1 dC 6.9 5reN /�r/ls 57teeT5 C y 5 t) 71f£ 57274e Dti77i1- 5 ACV/sr_=/0 ,6 After caeelr/17 74,3 /c cope. r!tR //, 51 i /-P ,e 3.(//S a2). Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on /4f 4.4 lappbcationslforms- apphcanons on Iine\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director CmO F FT TUK A JUL 2 5 2006 PERMIT CENTER C zs3l 3 /5-3/70 CITY OFTyiWLA Community Development Department Permit Center 8300 Southeaster Blvd., Suite 100 Tukwila. WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only N outside of City of Tukwila Water District PERMIT NO yq�+y� p I NO.: P! `.'7 r.: ht I n0 i I I, II 1 IM1 Iyy�� 1 1: I [ Ir imm i nk I lid �n, 'Hi i;lrt '�PI �46 s lk� ,i.0�ti " • � F �i [Ili l ,Jk f' Site Address: 16660 53rd Avenue So (adarh map and legal description ehmvlag hydrant location and are ofmaiq):. Pa'rQ ''1'oN uu • II . ° pleb OwnaName: om Gough wner Address: Owner Phone: This certificate is for the purposes of: SFR 0 BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): Ono- 3/4 service Vehicular distance from nearest hydrant to the closest point of structure is 20N- Areas is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature k'klf +k .lnVlet11ly'1pekrldiil( P Idi: 1777.v - Ipi t. The proposed project is within TUKWILA 2. 0 No improvements required. Permit Centerteedmg Division: 206 - 3670 Public Works Department 206-433-0179 Planning Division: 206 -431 -3670 5. Water Availability: ha Acceptable service can be provided to this project [] Acceptable service cannot be provided to this project unless tho improvements in Item 8-3 are met. 0 System is not capable of providing service to this project 1 hereby certify that the above information is Inc and HIGHLINE WATER DISTRICT / 2061124.037 By Agency /Phone THOMAS KEOWN DISTRICT ENGINEER Agent/Contact: Roberta Martin - Davis RS Estate Group Agent Address: 16660 53rd Avenue So Contact Phone: 25 -22S -5959 Date /King (City/County) 9/27/2005 Date 3. The improvements required to upgrade the water system to bring it into compliance with the uulitied comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connexion control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 4109.32 gpm at 20 psi residual for a duration of2 hours st a velocity of 10 the as documented by the attached calculations. — Customer recognizes that the water pressure/Pre flow Information provided pursuant to this request is general In nature and may not be accurate for any specific location at any specific lima. Customer mmalns solely responsible for determining the specific water preasure/gow infatuation available for Customers intended use. Tfre general Infect ation provided by the District Is not Intended for and should not be relied upon to design a water system or foe supresaion system for a specific location. Customer Is responsible to field verify the specific water pressure and We flow at Customers specific location for Customers specific reeds. RECEIVED CITY OF TUKWILA APR 212006 PERMIT CENTER 16612 LOT A 42794 16634 16642 M2789 16650 162.25 VAC. OR LOT D 7 •4 LOT E 4 qs- 16659 16603 M2799 16625 16655 162.0 30 V1770 16825 O 142809 .$ 5165 LOT 4 420831 100.01 15 2 . r 85 1/534 LOT 2 85- 03 -SS -8 18819 034 LOT 2 1111825 232 117.60 1 AW11 105.81 H2 16816 112787 16828 M2765 28 ■ 29 ■ 30 ■ 10 11 12 9 1 1:100 Date: Tuesday, September 27, 2005, Time: 09:37:00, Page 1 from HWD -eps-12 -3004 no changes ID Stalk Demand I Stalk Pressure (Psi) Fire -Flaw Demand (gpm) Residual Pressure (psi) Available Flaw @Hydrant i (gPm) Available 1 Flow Pressure (Psi) 1 L 2004 0.80 0.80 128.38 1,000.00 114.98 I 4,109.32 20.17 Date: Tuesday, September 27, 2005, Time: 09:37:00, Page 1 from HWD -eps-12 -3004 no changes Date: 8/28)2005 Section # Meter Hang tJw2e.2a -04 Pates # # ERU's 82 Service Installation Size 3/4 f3 Size 1 See Notes D ieMCB Address: 18860 53rd Ave so Tikwiula 98188 I Plat Name Gough Lot # 1 Owner Tom Gough Phone# E -Mail Address Fax # Agent Roberta Martin- Davis Reel Easlat Group Phone# 425-228 -5959 Mailing Address l City Zip Service Installation 1 Meter Itanq & Facility Fees Itemized Charges Amount Notes: New servMasto9eshargsd h Erne mq mate t for Wellation. A bid kr'service n9ulls8°n wa be wadded when sewice Is requested. Alf le" must Se Said prior ro Service Installation so.to See Attached Estimate General Facility Charge 62•100.00 1 ERU's X $2,100.00 Local Facility Charge Woo o SF X $.40 per SF Meter Hang Fee Sg.00 sonic° LFC: Previously Paid ByI MXU Soto Other Seto Customer Notified r -- Total Due: $2.101.00 PROPOSED USE: SFR NOTES: Prepared By: Reviewed By: Pa8y Daigle `.— Date lia;:a0A1 Date �( —3 — d' Thomas Keown. P.E., Construction/Operations Department Manager `, HIGHUNE WATER DISTRICT Meter Application/Statement of Charges FUTURE I Part A: (To Be Completed by Applicant) Purpose of Certificate: WI Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 51 Residential Single Family ❑ Residential Multi-Family ❑ Commerdal ❑ Other _ Uwe/ eat Applicants Name: Da „r," Reg / .�'S .!2 Phone: tiarea 9 s51Sy Property Address or ApproVmate Location: Tax Lot Number. /66X% rani Ave S Legal bescription(Attach Map and Legal Description 11 necessary): Lei 3 e1 Gtr &n le 1-03• -06 3 Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to en existing ‘ 41/ size sewer O 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 wilt require a sewer comprehensive plan amendment. 3. ® a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extenslon of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. RCCCI 4. Service Is subject to the following: PERMIT: $ Loo NW OF TUKNWILA a. District Connection Charges due prior to nnne f "' UNIT: $ TOTAL: $ APR 212006 GFC: $ 8 `'`� & SFC: $ 1 y 9" (Subject to Change on January 1st) PERMIT CENTER King County/METRO Capacity Charge: Currently, $4136.93/residential equivalent, will be billed tij -wonsine 7ow4 no TER ENvni CAI iENT'''[ SEWER DISTRICT 148164, pry Road South P.O. Li 69550 Tukwila; WA 98168 Phone: (206) 242.3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY fig Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability License Information License MAJESB *954ME Licensee Name MAJESTIC BUILDERS Licensee Type CONSTRUCTION CONTRACTOR UBI 602500923 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 1201 MONSTER ROAD SW Address 2 SUITE #330 City RENTON County KING State WA Zip 98055 Phone 4252356600 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/25/2005 Expiration Date 7/25/2007 Suspend Date Separation Date Parent Company DAVIS & ROBINSON, INC. Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DAVIS, MICHAEL E PRESIDENT 07/05/2005 ROBINSON, MATTHEW l VICE PRESIDENT 07/05/2005 Look Up a Contractor, Electric' -n or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Until Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress .wa.gov /Ini/bbip /printer.aspx ?License = MAJESB *954ME 09/11/2006 x x x x x x x x x x x x x x