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Home My WebLink AboutPermit D05-408 - NGUYEN RESIDENCE - CARPORTNGUYEN RESIDENCE 11620 40 AV S EXPIRED 10 -14-06 9 D05 -408 �J� WILA,4k q� 1905 City o.' Tukwila Steven M. Mullet, Mayor Department of Cotnintinity Developtnettt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tuktivila.wa.us DEVELOPMENT PERMIT Parcel No.: 7340600123 Address: 11620 40 AV S TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -408 01/17/2006 07/16/2006 Tenant: Name: NGUYEN RESIDENCE Address: 11620 40 AV S, TUKWILA WA Owner: Value of Construction: $27,588.96 Name: NGUYEN HAI T +DIEM DUNG PHAM Address: 11620 40TH AVE S, SEATTLE WA Contact Person: Type of Construction: Name: HAI NGUYEN Address: 11620 40 AV S, TUKWILA WA Contractor: Channelization / Striping: Name: OWNER AFFIDAVIT ON FILE - HAI NGUYEN Address: , Contractor License No: Phone: Phone: 206 679 -6490 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT AN 816 SF CARPORT (TO REPLACE EXPIRED PERMIT D04 -339) In ValVue sewer district, but not connected to sewers. This residence is on a septic system. Value of Construction: $27,588.96 Fees Collected: $866.69 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0022 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk J CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 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: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: doe: IBC- Permit D05 -408 Printed: 01 -17 -2006 Z Z '~ w u� D 0 Cl) CO Uj �� CQ LL w° J LL Q �D LU = a Z Z O' W5 �O O �. O E"- w LL —0 iii Z U= O Z 4 i 1 ILA, O 001 2 1908 Water Meter: City oL Tukwila Departmettt of Contmmtity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Steven M. Mullet, Mayor * *continued on next page ** Steve Lancaster, Director i Z W u� D J U; U O N � W= -J t- N o W 9 5 LL 4` N = F. W Z F— . Z !- W Do U �O CO C1 t— =W tL O .. Z W UN 0 ,Z WILA, O l2 N � s / 2 1908 City o. 'Tukwila Depardnent of Cottttt:unity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us r Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Maya- Steve Lancaster, Director DOS -408 01/17/2006 07/16/2006 Permit Center Authorized Signature' w�C Date: f� � •a� I hereby certify that I have read an jan� ne this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be comp lied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name tja tUYT� Date: 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. Z W JU U N13 W = F- V) LL WO LL Q U =) = �w z� �O Z F-- W5 UC) O Cl) Q E- W LLJ H� LL O . Z. w co i= _ . O H Z doc: {BC- Permit D05 -408 Printed: 01 -17 -2006 � City of Tul�wlla race Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600123 Permit Number: DOS-408 Address: 11620 40 AV S TUKW Status: ISSUED Suite No: Applied Date: 11/15/2005 Tenant: NGUYEN RESIDENCE Issue Date: 01/17/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 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: 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). 13: 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. doc: Conditions D05 -408 Printed: 01 -17 -2006 ,:t •... •.....,:...., �.. .. .. �, . re, . ... � :. ,, u .; ,,.:mv. ..a, :.:.fr3 s *vL�i �:u � ji:t,.a..x".pt: v,�Rut :.' r.;: 4�4��wV+ lLi: i6 :uL��buk��M'�sAwC4 ✓L:tti:ttY atW � ir:eu '.•i:k,::aY,a. z �Z '~ w UO N J = F— C u_ w wQ Cl) D = �w z i>— i~— O z F- w W U ON 0 E- wW u' O .. Z. w CO f= � O z .� City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 { I i I i i t doc: Conditions * *continued on next page ** D05 -408 Printed: 01 -17 -2006 z Z. �w J U" U O' CO LU tJ1 LL WO LL Q` _ Cy. Z F- t— O: z I-- w 25 U� O N W U' u. OO Cd Z 1. UCO O z i 1 �.� City of Tukwila I Department of Community Development / 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670 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: Date: Print Name: i' IA z ¢ w JU 00 U) 0 W =. Cn ti wO U. ¢ Cj) �w z� O' z�- W UJ �0 0 CO, w U- O .. Z. w O F " z doc: Conditions D05 -408 Printed: 01 -17 -2006 WA. w CITY OF TUKWILA . - --, Community Development . partment Public Works Department Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Perm lo. Mechanical Permit No.' Public Works Permit No. Project No. For o tee use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE' 1OCATION t King Co Assessor's Tax No.: 7 ' i. f.¢�61) ti Site Address: �e-, =/ � � hIL�, Suite Number: Floor: Tenant Name: -H.-2 j L&2i' A IIAl24il-' New Tenant: ❑ .... Yes [ Property Owners Name: •f-t ri1; ➢`.ie Mailing Address: 1 jG 0 2 0 JA C T I : C.ONTACT:PERSON N Mailing City State Zip Day Telephone e� IC'.. 4; tr?. City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR. INFORMATION. (Mechanical Contractor information on back page) Company Name: Mailing Address: 11 le, ,RdcZ� 1� U �'} 1je., S w kw1 em wA ne t �Z� City State Zip 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 ** ARCHITECT OF: RECORD = All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: g1\permits plus\icc changes\permit application (7 -2004) Revised! 69.05 Page I bh Z iH W tY � UO Co D W= H U) LL WO u- Q to D = �W Z t_ O Z W U O- ON W I— H u. O W Z CO O Z BUILDING PERMIT:' ORM , ION � 206 -43 1 -3670 Valuation of Project (contractor's bid price): $ t f Existing Building Valuation: $ , > , d'� Scope of Work (please provide detailed information): t S=PF � + 1__�- _Ch `� ^' ►^� < -c' ' - mod �. " ►�► �I �i-� -- Will there be new rack storage? ❑ ..Yes E No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [ If' yes ", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. gMpermits pluslicc changes\permit application (7.2004) Revised 6.8.03 page 2 bh Z Z �W QQ JU U ND J = C0 LL WO }} �J 1L CD = W H ZF_ H O W H 5 UC3 CO C3H WW H� O Z W U= O~ Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per. IBC 1" Floor 2" Floor 3r d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport F Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [ If' yes ", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. gMpermits pluslicc changes\permit application (7.2004) Revised 6.8.03 page 2 bh Z Z �W QQ JU U ND J = C0 LL WO }} �J 1L CD = W H ZF_ H O W H 5 UC3 CO C3H WW H� O Z W U= O~ Z I i i i J i i I j 1 :i A l i "i �J i t 0 , PUBLIC WORKS PERMIT'INF+ _ ATION =- 206= 433. = 0179` Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 E3.. Highline ❑ . Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila E] ... Va1Vue El.. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond 0-Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Pronosed Activities (mark boxes that a ❑ ...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 cubic yards ❑ ...Total Fill cubic yards ❑ ... Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El.. Curb Cut El.. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El.. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter RefundBillinw Name: City State Zip Day Telephone: Mailing Address: City State Zip q:\ \permits plus \icc changes\permit application (7 -2004) Revised: 6.8.05 Page 3 bh �s Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Z Z �W QQ� U O Cl) 0 W = H CO W WO LLQ = �W Z F- 1-- O Z W U� O� � H WW H� O W Z U= O Z . PERMIT. INF. ATION --206-431-3670 MECHANICAL CONTRACTOR INFORMATION i Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type:' Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace <IOOK BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM I I I I Equipment .PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: �! ,� ��'pl�t/ Date: _/ % Print Name: ,►�+L 'I.A A t? AlLne Day Telephone: Mailing Address: " , Aw 1 92, y_ City State 2in Date Application Accepted: Date Application Expires: Staff Initials: q:\ \permits plus \icc changes\permit application (7.2004) I Revised. 6.6.05 Page 4 bh Z ;= Z W 2 0 0 NO U) LLI J = H LL WO J LL? � = W H Z �.. E- O Z H- w LLJ U� ON 0 E- W HF LL -- Z W U= O~ Z �.. City of Tukwila i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT j Parcel No.: 7340600123 Permit Number D05 -408 Address: 11620 40 AV S TUKW Status: ISSUED } Suite No: Applied Date: 11/15/2005 Applicant: NGUYEN RESIDENCE Issue Date: 01/17/2006 Receipt No.: Initials: User ID: R06 -01468 JEM 1165 Payment Amount: Payment Date: Balance: 58.00 09/20/2006 08:49 AM $0.00 Payee: HAI TRUNG NGUYEN TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2279 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 58.00 Total: 58.00 Z , Z UO CO 0. J = H (A U- wO LL? =w z t— F- O z F- W � p, O C0 OH w H �O .. Z CO) 0 �.. Z City of Tul, 11 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600123 Address: 11620 40 AV S TUKW Suite No: Applicant: NGUYEN RESIDENCE RECEIPT Permit Number D05 -408 Status: APPROVED Applied Date: 11/15/2005 Issue Date: Receipt No.: R06 -00057 i 1 i. Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: 527.04 01/17/200612:31 PM $0.00 Payee: HAI TRUNG NGUYEN TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2216 527.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 522.54 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 527.04 1323 01/18 9716 TOTAL 527.04 Z Z W JU 00 UJ W O LL Q CO) = d. �W Z F- I— O Z F- LLI5 U� O CO) o r- 2 U'. H � u. O .. Z W N. H H. O Z doc: Receipt - Printed: 01 -17 -2006 �. City of Tukwila roe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600123 Address: 11620 40 AV S TUKW Suite No: Applicant: NGUYEN RESIDENCE Permit Number D05 -408 Status: PENDING Applied Date: 11/1512005 Issue Date: z z �w JU U U) o U) LL1 J = H S2 w w LLQ = �. w. z F- 0. z i- w w U� O -. o�- wW H u. 0 Z' I.LI U N P _ O Z.. Receipt No.: R05 -01655 Initials: JEM User ID: 1141 Payment Amount: Payment Date: Balance: 339.65 11/1512005 11:48 AM $527.04 Payee: HAI TRUNG NGUYEN TRANSACTION LIST: Type Method Description Amount Payment Check 2195 339.65 ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- I PLAN CHECK - RES 000/345.830 339.65 i Total: 339.65 ?-'319 1.1/:15 9716 T QTAI- 339-6 doc: Receipt Printed: 11 -15 -2005 INSPECTION RECORD Retain a copy with permit F4 INSP N N0. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: f ' my Type of Inspec ion: C Address: 149210 Date Called: ial Instructions: Date Wanted: a.m. Requester: Phone No: tr . Approved per applicable codes. Corrections required prior. to_ approval. s E] $58.0017E'NSPECTION Fit REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W QQ � JU UO (n U) 11111 J � �U- W O LL c = W F- _ Z F- F- O Z F- �5 U� O - C3 F- WW F- H LL 111 Z co O Z a . or —MMMIN 1 .F M 91 �� E] $58.0017E'NSPECTION Fit REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W QQ � JU UO (n U) 11111 J � �U- W O LL c = W F- _ Z F- F- O Z F- �5 U� O - C3 F- WW F- H LL 111 Z co O Z 2—,] INSPECTION RECORD Retain a copy with permit"" I, INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION j. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 f f f. j I`. t' C� Project:. Type of Inspection: _. .2 Address: Q / V Date Called: Special Instructions: Date Want: a.m. Requester: Phone No: Receipt No.: Date: 2 �Z W aa� JU U0 CO J � �LL W O } I-- LL Q = F.. W Z F- ZO W U� O N O H- WW U LL .Z W N U O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit a INSPECTION N0. PE NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367Q Project: Type of Inspection: �- Address: Date Called: Special Ins ructions: Date Wanted: Requester: Phone No: I No.: Date: Z W QQ � JU UO ND CO W W = F— �LL WO La Cl) = W Z t•— I-- O Z I— W W. U � O C OH W uJ F- �. O •Z W Cl) P H O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. coe4w f2yL4tee442� c4'. 8630 NE 24 Street, Clyde Mil WA 98004 Telephone; 428. 688 -04611 Fax: 426 - 284448& Email address: STRUCTURAL CALCULATIONS _IYGUYEN RESIDENCE CARPORT ADDITION 11620 40' Avenue South Tukwila, Washington 98168 ma pian L April 12, 2005 - -- REVIEWED FOR CODE COMPLIANCE 1VIICI� 0000n'%0F9D WA JAN - 6 2006 0 2szs q ww Of Tukwila L�5Ali— ST �� 1301 TNr I)T11TSTON EXPIRES to MESA ENGINEERING IS RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE CARPORT ONLY AND DOES NOT ACCEPT RESPONSIBILITY FOR ANY OTHER AREA RELATED TO THIS PROJECT. i CITY OF RECEIVED NOV 15 2005 PERMIT CENTER T i amp . yr�u�:t xx ^aaw j!..r,n r , y,u}crrncm+mrurea. z W . tr 2 D JU 00 N wi J F- S2 U. W o u. WD = �W z Wo W U� o �' 0 H- W � �. u 0 w z. O z 1 coe4w f2yL4tee442� c4'. 8630 NE 24 Street, Clyde Mil WA 98004 Telephone; 428. 688 -04611 Fax: 426 - 284448& Email address: STRUCTURAL CALCULATIONS _IYGUYEN RESIDENCE CARPORT ADDITION 11620 40' Avenue South Tukwila, Washington 98168 ma pian L April 12, 2005 - -- REVIEWED FOR CODE COMPLIANCE 1VIICI� 0000n'%0F9D WA JAN - 6 2006 0 2szs q ww Of Tukwila L�5Ali— ST �� 1301 TNr I)T11TSTON EXPIRES to MESA ENGINEERING IS RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE CARPORT ONLY AND DOES NOT ACCEPT RESPONSIBILITY FOR ANY OTHER AREA RELATED TO THIS PROJECT. i CITY OF RECEIVED NOV 15 2005 PERMIT CENTER T i amp . yr�u�:t xx ^aaw j!..r,n r , y,u}crrncm+mrurea. z W . tr 2 D JU 00 N wi J F- S2 U. W o u. WD = �W z Wo W U� o �' 0 H- W � �. u 0 w z. O z STRUCTURAL NOTES 1 CODE: 2003 INTERNATIONAL RESIDENTIAL BUILDING CODE i LIVE LOADS: DESIGN DEAD LOADS: Roof 25 psf (snow) 15 psf LATERAL: Wind 85 mph, Exposure "B" Seismic Design Category D2 Earth pressure 30 pcf equivalent fluid pressure Lateral forces are transmitted to the roof diaphragms by the shear wall /framing. Loads are distributed to the shear wall/framing by tributary area (flexible diaphragm). FOUNDATION: Design bearing pressure equals 1000 psf. All footings shall bear on undisturbed earth or compacted fill and shall extend to firm bearing when poor bearing is encountered at elevations shown. Minimum distance of bottom of footing to finished grade shall be eighteen (18) inches. CONCRETE: Concrete fc = 2500 psi at twenty -eight (28) days. A minimum of five and one-half (5 & 1\2) sacks of cement per cubic yard of concrete and a maximum of six and three- quarters (6 & 3 \4) gallons of water per ninety -four (94) pound sack of cement. Add plastocrete or pozzlith in accordance with the manufacturer's recommendations to all concrete except footings. Concrete protection for reinforcing: Bottom of Footings 3 Wall Exposed To Earth 2" Wall Exposed To Weather 1-1\2" Wall Inside Face 3 \4" Slabs 3 \4" All concrete in footings, walls, and slabs shall be poured in a monolithic pour unless shown otherwise or approved by the engineer prior to pouring. Aluminum conduit and accessories shall not be embedded in concrete. REINFORCING STEEL: Deformed billet steel ASTM a -615, Grade 40, fs = 20,000 psi. Lap all splices a minimum of forty (40) bar diameters. Provide elbow bars at wall corners and intersections to splice horizontal bars. Provide two #4 bars around all openings whose minimum dimension is eleven (11) inches or greater in walls and slabs. Extend the bars 2 :J. .J.� ..�.4 �:.'Iri:.]�],��. . ei7.• 4�. h: d4. rti./: Etxx] �+:. i.`. wA.. �. l` Y�iX��ll]- u. i +U�ti3,'H•4'.+Y.df:.S.:�.fll.�i i( zlr.? .•ZM.IciPAt+:l{L:v.T".`Ai.V+ti�: lux` a: �c�0i1' S�: �jus .lf.`�w�vt��'1�.i✓. }i. E iji. �'+" ��i• L A� .Si�LZ.y.. Z Wiz. �w QQ JU U0 CO co LU J = H S2 LL w 0 LL? � =w z� �0 Z w W U o� w LL w Z U N 0 �- z 2' -0" beyond openings or as far as possible and hook. Provide one #4 x 4' -0" diagonal bar at corners. Welded wire fabric (WWF) shall conform to ASTM A185. WWF shall be lapped one crosswire plus two inches (i.e., 8" for 6x6 mesh). STRUCTURAL LUMBAR AND TIMBER: All lumber shall be graded in accordance with current WWPA standard grading rules for Z western lumber. Use the following species and minimum grades unless noted otherwise Z on the plans: g Studs H.F. Standard D 0 0 Wall Plates and Screeds H.F. Utility unless noted otherwise Joists and Rafters H.F. #2 Fb = 1100 Psi (Rep) ( P) J Header and Flush Beams H.F. #2, Fb = 1100 Psi w o 4 X Beams H.F. #2, Fb =1100 Psi 6 X Beams H.F. #1, Fb =1150 Psi All Solid Timber Columns D.F. #1, Fb =1150 Psi N a = All plywood shall be APA c -d interior grade with exterior glue and a minimum panel ID �- _ z i-- 32/16 for the roof, and 16/0 for walls. z o w See framing notes for additional information. o U . 0 co MISCELLANEOUS: ° ~ w U Contractor shall verify all dimensions and conditions in the field. Verify size and -O location of all openings in the floor, roof and walls with architectural, mechanical and w Z electrical drawings. Provide temporary bracing as required until all permanent v =. connections and stiffenings have been installed. z ~ FRAMING NOTES ROOF FRAMING: Provide continuous 2X solid blocking for trusses and rafters at the supports and 1X3 or approved metal cross bridging at 8' -0" maximum spacing. All vertically laminated beams and headers shall be spiked together with 16d nails at twelve (12) inches on center unless otherwise noted. Provide cut washers for all boltheads and nuts bearing on wood. WALL FRAMING: All exterior wood framed walls are 2X6 at 16 inches on center. All door and window headers not called out on the plans shall be (2) 2X10 with one cripple and one stud each end for openings 4' -0" wide or less, and two cripples and one stud each end for openings more than 4' -0" wide. Spikes laminated columns together with 16d nails at sixteen (16) inches on center. Provide one layer of asphalt impregnated building paper (40 #) at all contract surfaces between wood and concrete or masonry. ,� .•i. ,.t. I.i:.. ., z�l:. 4ir' r, �; ��, rcti�ii. d+ �;' o::+ a.> fr: ir,: y;.. �Ea w1�;. �s- �,,.'`' 4::, �c�::... uM, r:, �; ait�x, ��.. u': ai. i; �, t: �, ialts, �+,^-%+ 1. ew: wt; :air':ar.Jc'vi:�, :is;:;�;'v«.i; ;..�::t�i :��'s4:i+, �w�rt.'�::,So-es. i ROOF DIAPHRAGM: Use 1 /2" CDX plywood (minimum), unblocked, nailed to joists with 10d nails at six (6) inches on center at all supported panel edges, and at twelve (12) inches on center along intermediate framing members. CONNECTIONS: All connection plates are ASTM -A36 steel plates with 3/8" thickness unless indicated otherwise. All bolts are ASTM A -307 and are V in diameter indicated otherwise. 4 z Z D UO J = H N O. W J LL. Q' N _. _ d F - W Z F .' � z F- W 5;. U� O CO3 O E- W W H- U ' LL. O _ O, . Z. W U CO. O z ROOF 2 X 6 STUDS TRUSS 2 16' O.C. 2 X 6 PLATE - 4X10TOP PLATE EXTERIOR WALL 4X10TOP 6 X 12 BEAM DETAIL 1 COLUMN SCALE: 1" = 10' 1 4X 10 TOP PLATE NOTES SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION 2 X 6 STUDS 8 16' O.C. - EXISTING - 4' CONCRETE SLAB 2 X 6 BOT. PLATE CONNECT TO EXTG. SLAB W/ 3/4' EXPANSION BOLT AT 4' -0' D.C. DETAIL r 2 BOT. 314' EXPANSION BOLTS AT 4' -0' O.C. SECTION THROUGH WALL SCALE ' : 1 /8" = 1 DETAIL 2 SCALE: 1 " = 10' 3/8' BENT PLA W/ 4- 1/2' BO 6 X 12 I BEAM COLUMN SECTION "A" SCALE: 1 " = 10' EXISTING 4' F CONCRETE SLAB Z I~ W OC � U UO N13 J = F- N LL W O u.Q co)CY = �W z H F- O W 5 U� ON cl F- WW H LL O .. Z W U= O Z CA2POI:;.T APe>, rtorJ VCst.I '{ Eti� fZ�:S -ta - � Di51 aD5 Cs N t_ O tj L R.00F 2S PSF t;sn,owl �S NSF i i LA T E 2A L M W �ww W 1j 85 M1p1�, CKa. g Sa i s tit t c. D 2 l JIYfNJ1 W W /.,rzT14 t'Ras C-T. v% 3 n psF � Q 1 N•l1N PA SS %VC ` � J � ' �ril lrl U y} uN ¢ Go N C.& A e-r t4 P IZ.t C-T 1 O tiJ _- ROOF j 42uS5GS : USc ? 'ec FAR TWWS5F-S FIxIaMz LILAC- S 3:20 �m 3 .17 .vs anal y S i f a. a Rrk✓%T`( LC.1 : �L : I A 2 " Z- J ti t' b Winch WAi� C.e�u8.�h1� t o ps F �� QonF 1'��c9 PSF HAx LL J vJ O.L. L MAC , L A-Tr- t_ F o (0- e- 14 1( O -)CzS) +(25x' -�Z {1r (14, C 882 1,1S5 lbs. fA x . tip t.1G z 5-a-.( 1 4 FS F: A I z•5 -- I75 �Lr .:; ':- ...�:.: �:� ;...: � , u:u.:i.:h :rt:i ..iziUnd..}+:F: Z 1—Z . (Y- W 2 W D UO W= J F-' N LL W0 }}}} ~ J LL =. N = W Z �. ZO LU 5 L) o WW F- U. LL O. .. Z W U= O ~' Z z ;F- Z. �w 2 D .� U UO CO co W L = r CO U WO 9 -. U. ?. � W' Z I-, ZO U U � H W U LL O, w z CO) O z ' �.._•___.___ G92Ar,o¢t i�p r� il(,u Yc N s t A. P %"�:b PR MT -PUT - 3 z -os Lis ` Gx10 .ca,Ls �� 30 , 1 FS. C _ use- Fb ,... S'' py (pX 2 so,4 � �' = 1 • o «• is RE NN . r 11W }j i 7Ltic �� A T -n • ��LA T t� Cd.v�/,rG,T� L i\1 S • 13v; • t� �yk-A •j�.;, L 75 z ;F- Z. �w 2 D .� U UO CO co W L = r CO U WO 9 -. U. ?. � W' Z I-, ZO U U � H W U LL O, w z CO) O z f } } t I } WOOD FRAE.ANL PAGE NO. 1 * * STAAD.Pro * version 2003 Bld 1001.Us * Proprietary Program of * Research Engineers, Intl. * Date = MAR 21, 2005 * Time= 20:15:17 * * * USER ID: 1. STAAD PLANE NGUYEN RESIDENCE (CARPORT ADDITION) 2. START JOB INFORMATION 3. ENGINEER DATE 20- MAR -05 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT FEET KIP 7. JOINT COORDINATES 8. 1 2.5 0 0; 2 17.5 0 0; 3 32.5 0 0; 4 0 10 0; 5 2.5 10 0; 6 17.5 10 0 9. 7 32.5 10 0; 8 35 10 0; 9 2.5 8 0; 10 17.5 8 0; 11 32.5 8 0; 12 4.5 10 0 10. 13 15.5 10 0; 14 19.5 10 0; 15 30.5 10 0 11. MEMBER INCIDENCES 12. 1 1 9; 2 2 10; 3 3 11; 4 4 5; 5 5 12; 6 6 14; 7 7 8; 8 9 5; 9 10 6; 10 11 7 13. 11 12 13; 12 13 6; 13 14 15; 14 15 7; 15 9 12; 16 10 13; 17 10 14; 18 11 15 14. UNIT INCHES KIP 15. DEFINE MATERIAL START 16. ISOTROPIC MATERIALI 17. E 1400 18. DENSITY 2E -005 19. POISSON 0.3 20 . DAMP 2 .8026E -044 21. END DEFINE MATERIAL 22. MEMBER PROPERTY AMERICAN 23. 1 TO 3 8 TO 10 PRIS YD 5. ZD 9.5 24 . 4 TO 7 11 TO 14 PRIS YD 5.5 ZD 11.5 25. 15 TO 18 PRIS YD 5.5 ZD 5.5 26. CONSTANTS 27. MATERIAL MATERIALI MEMB 1 TO 18 28. MEMBER RELEASE 29. 8 TO 10 END MX MY MZ 30. 15 TO 18 START MX MY MZ 31. 15 TO 18 END MX MY MZ 32. SUPPORTS 33 . 1 TO 3 PINNED 34 . UNIT FEET POUND 35 . LOAD 1 DL 36 . MEMBER LOAD 37. 4 TO 7 11 TO 14 UNI GY - 188 38. SELFWEIGHT Y -1 39 . LOAD 2 LL 40. MEMBER LOAD 41. 4 TO 7 11 TO 14 UNI GY -312 NGUYEN RESIDENCE (CARPORT ADDITION) -- PAGE NO. 2 42. LOAD 3 WL (UPLIFT) 43 . MEMBER LOAD Page 1 1. . .= 1uw F+...au.�...ali.:.:a.1✓r..w iai:,:S..,.w..:.,.a- ••.»,. mow z Z W 0 ND C0 = LL W O u- Q. co) = W z F.. F- O z F- U� 0- co, 0 F-- WW u- O LLI z U= O z i t WOOD FRAE.ANL 44. 4 TO 7 11 TO 14 UNI GY 175 45 . LOAD 4 WL FROM LEFT 46. JOINT LOAD 47. 4 FX 1155 48 . LOAD COMB 5 DL +LL 49. 1 1.0 2 1.0 50. LOAD COMB 6 DL= +LL +WL 51. 1 0.75 2 0.75 4 0.75 52. LOAD COMB 7 .67DL +WIND UPLIFT 53. 1 0.67 3 1.0 54 . PERFORM ANALYSIS P R O B L E M S T A ----------------------------------- T I S T I C S NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 15/ 18/ 3 ORIGINAL /FINAL BAND - WIDTH= 8/ 2/ 9 DOF TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 39 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS REQRD /AVAIL. DISK SPACE = 12.0/ 1442 MB, EXMEM = 0.4 MB 55 . *PRINT MEMBER INFORMATION ALL 56 . LOAD LIST 5 TO 7 57. UNIT INCHES KIP 58. PRINT SUPPORT REACTION ALL SUPPORT REACTION ALL NGUYEN RESIDENCE (CARPORT ADDITION) -- PAGE NO. 3 SUPPORT REACTIONS -UNIT KIP INCH STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 5 0.45 4.74 0.00 0.00 0.00 0.00 6 0.09 3.27 0.00 0.00 0.00 0.00 7 -0.03 -0.25 0.00 0.00 0.00 0.00 2 5 0.00 9.01 0.00 0.00 0.00 0.00 6 -0.38 6.76 0.00 0.00 0.00 0.00 7 0.00 -0.55 0.00 0.00 0.00 0.00 3 5 -0.45 4.74 0.00 0.00 0.00 0.00 6 -0.58 3.84 0.00 0.00 0.00 0.00 7 0.03 -0.25 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 59 . LOAD LIST 5 6 60. PRINT MEMBER FORCES LIST 3 10 11 12 MEMBER FORCES LIST 3 0 NGUYEN RESIDENCE (CARPORT ADDITION) -- PAGE NO. 4 MEMBER END FORCES STRUCTURE TYPE = PLANE --------------- -- ALL UNITS ARE -- KIP INCH Page 2 �,�. •� '� ., ., � . . i � .. �.,.. .. ,.i�,; � . M�:c,,,, .,+, a'� =:..J `.;+.- C.I »tJ«. �b:+- .i�.::.c�1.1;cr :':, i.. 5. iso .:bw"..•'.,.k:.cWsw�...i;.�cL u.v : «+u, z Z �W UO 0 W H (1) LL WO u. cl) = CJ �W Z F- F_ O w Lu �o OW 0 F_ WW H LL O Z W U= O E-, Z MOM -Y MOM -Z 0.00 0.00 0.00 43.20 WOOD FRAE.ANL 0.00 MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION 3 5 3 4.74 0.45 0.00 0.00 0.00 -17.81 11 -4.64 -0.45 0.00 0.00 13.61 6 3 3.84 0.58 0.00 0.00 9.63 0.01 11 -3.77 -0.58 0.00 0.00 10 5 11 2.38 -1.80 0.00 0.00 6.96 0.01 7 -2.35 1.80 0.00 0.00 -6.95 6 11 0.85 -2.33 0.00 0.00 4.12 0.01 7 -0.83 2.33 0.00 0.00 11 5 12 0.45 2.28 0.00 0.00 RESULT 13 -0.45 3.39 0.00 0.00 6 12 . 0.96 1.42 0.00 0.00 13 -0.96 2.83 0.00 0.00 12 5 13 -7.36 4.41 0.00 0.00 6 7.36 -3.38 0.00 0.00 6 13 -5.85 3.97 0.00 0.00 6 5.85 -3.19 0.00 0.00 END OF LATEST ANALYSIS RESULT * * * * * * * * * * * ** 61. *PRINT MEMBER STRESSES 3 0 12 62. LOAD LIST 6 63 . PRINT MEMBER FORCES LIST 15 TO 18 MEMBER FORCES LIST 15 0 MOM -Y MOM -Z 0.00 0.00 0.00 43.20 0.00 0.00 0.00 55.83 0.00 -43.20 0.00 0.00 0.00 -55.83 0.00 0.00 0.00 6.11 0.00 -79.79 0.00 -17.81 0.00 -75.61 0.00 79.79 0.00 13.61 0.00 75.61 0.00 10.33 NGUYEN RESIDENCE (CARPORT ADDITION) -- PAGE NO. 5 MEMBER --------------- END FORCES STRUCTURE TYPE = PLANE 0.00 -- ALL UNITS ARE -- KIP INCH 0.00 0.00 0.00 MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION 15 6 9 0.66 0.01 } 0.00 0.00 12 -0.65 0.01 0.00 0.00 16 6 10 9.63 0.01 0.00 0.00 13 -9.62 0.01 0.00 0.00 17 6 10 6.96 0.01 0.00 0.00 14 -6.95 0.01 0.00 0.00 18 6 11 4.12 0.01 0.00 0.00 15 -4.11 0.01 0.00 0.00 ^ * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT 64 . FINISH Page 3 MOM -Y MOM -Z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 z Z �w QQ J0 00 N o C0 LLJ W = u- 0 LL ¢ C/) z �. I- O z �- w LLj � o' U . cn. WW L .. z ' W U= O z CIVIL. ENGINEERING FOUNDATION ANALYSIS/DESIGN REPORT PROJECT NO.: PROJECT NAME : PROJECT LOCATION: CLIENT : PROJECT TYPE: REFERENCE DOCUMENTS: MW -05 -04 Nguyen Residence (Carport Addition) Tukiwila, WA -Hoar9 Carpelmly Carport Mesa Engineering $634 NE 24th Strut z Z �w �U UO N13 co w J = N N U- w� U- C13 = �w Z r �O z �- w w 5, U� O -. o �- Uj =U O W z U Cl) 1= _ O~ Z DIMENSIONAL SOLUTIONS FOUNDATION3D Version 3.0.0 Date: 3/22/200S Page I OPTIONS CAMESA WAINGUYEN RESIDENCE\FOOTING DESIGNIFOOTING.MSC Proj. No.: MW -05-04 Engr Checker Units: Input Units: English Output Units: English Code: ACI 318 - 1989 Concrete Parameters: Compressive Strength : (psi) 2500 Fier Concrete Cover: 490 E.W Direction: (in) 1.5 N -S Direction: (in) 1.5 Footing Concrete Cover: 1 E -W Direction: (in) 3 N -S Direction: (in) 3 'Fop Steel to 'Fop of footing: (in) 2 Bottom Steel to Bottom of footing/ Top of Pile: 4in) Unit Weight: (pcf) 150 Allowable Concrete Stress increase: Wind 33.33% Earthquake 33.33% Test Cr. 00 Reinforcing Steel Parameters: Yield Strength: (ksi) 60 Unit Weight of Steel: (pco 490 Modulus ofEtasticity of Steel: (ksi) 29000 Footing Bar Spacing: Wind Pier Bars and Spacing: 1 Min Rebar spacing: (in) 6 Min Rebar spacing: (in) 2.66 Max Rebar spacing: (in) 18 Max no. of per Fier 800 Max Rebar Size 5 Temperature and Shrinkage Steel Ratio: 0.002 Min Rebar Size 3 S Parameters: Foundation Type: Allowable Bearing Pressure: (psf) Stability Ratios/Safety Factor: Minimum Stability Ratio for Erection Minimum Stability Ratio for Operation Minimum Stability Ratio for Test Safety Factor against Lateral Forces Soil- Supported Soil Unit Weight: (pcO 100 1000 Allowable Soil Pressure increase Wind 33.33% 1 Earthquake 33.33% 1 Test 20.W16 1 Type of Soil: Granular 1.5 Ultimate Passive Pressure Coeff Kp 5 Ult. Soil To Conc. Friction f: 0.25 Z ~ W rC 2 �0 00 U) o J = H U) U- 0 u - Nn = �w Z = I— O w �5 0 O� OH w w U- O •Z w co 0 O Z r DIMENSIONAL SOLUTIONS FOUNDATION31) Version 3,0.0 Date: 3/22/2005 Page 2 FOOTING PARAMETERS CAMESA WAINGUYEN RESIDENCEWOOTING DESIGNIFOOTING.MSC Proj. No.: MW -05-04 Engr Checker i Pier Parameters: Shape: Square Mn. Reinft. Ratio: 0.0018 Footing Parameters: Min. Footing or Cap Thickness Tf (ft): 1 Depth of Footing or Cap below grade Df (ft): 3 Min. Soil cover above Footing or Cap Sc (ft): 2 Depth of Water table below grade (ft): 4 Consider Buoyancy: No z �Z w. QQ � JU 0 (n w= Co LL W O � a. co = �w z f- I— O Z F— LIJ DD U co O H , W W' HU O, .. Z U CO O Z MIENSIONAL SOLUTIONS FOUNDATION3D Version 3.0.0 Date: 3/22/2005 Page 3 Applied Loads Pier - P`1 Proj. No.: AM -05-04 Engr Checker Load No. Load case Axial Load KIP Shear in V-W Dir Mom about N -S axis KIP KIP FT Shear in N -S Dir KIP Mom about E -W axis KIP FT 1 Dead 3.39 0.00 0.00 0.00 0.00 2 Live 5.62 0.00 0.00 0.00 0.00 3 Wind -3.01 0.39 0.00 0.00 0.00 4 Earthquake 0.00 0.00 0.00 0.00 0.00 U I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS THE CLEAR-THAN NOTICE IT IS DUE TO. THE QUALITY 4- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS THE CLEAR-THAN NOTICE IT IS DUE TO. THE QUALITY DEVIENSIONAL SOLUTIONS FOUNDATION31) Version 3.0.0 Date: 3/22/2005 Page 4 Allowable Strength ]Load Combinations For Bearing/Pile Capacity Pier - P1 Proj. No.: bM -05-04 Engr Checker Load No. Load Combination Axial Load KIP Shear in ErW Dit KIP Mom about N -S axis KIP FT Shear in N -S Dir KIP Mom about E -W axis KIP FT 1 Dead 3.39 0.00 0.00 0.00 0.00 2 Dead + Live 9.01 0.00 0.00 0.00 0.00 3 Dead + Live + Wired 6.00 0.38 0.00 0.00 0.00 4 Dead + Wind 0.38 0.38 0.00 0.00 0.00 5 Dead + Live + Earthquake 9.01 Y 0.00 0.00 0.00 0.00 6 Dead + Earthquake 3.39 0.00 0.00 0.00 0.00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY D]ANNSIONAL SOLUTIONS FOUNDATION31) Version 3.0.0 Date: 3/22/2005 Page 5 Ultimate! Stre+ugth Load Combinations For Concrete Design Pier - P1 Proj. No.: MW -05-04 Engr Checker . Load No. Load Combination Axial Load KIP Sheaf in E -W Dir KIP Mom about N -S. axis KIP FT Shear in N -S Dir KIP Mom about E -W axis KIP FT 1 1.4Dead 4.75 0.00 0100 0.00 0.00 2 1.4Dead + OLive 14.30 0.00 0100 0.00 0.00 3 1.05Dead + 1.275Live + 1.275Wind 6.89 0.48 0100 0.00 0.00 4 0.9Dead + 1.3Wind -0.86 0.49 0100 0.00 0.00 5 1.05Dead + 1.275Live + 1.402SEarthquake Y 10.73 0.00 0100 0.00 0.00 6 0.9Dead + 1.43Earthquake 3.05 0.00 0100 0.00 0.00 I NOTICE: IF THE DOCUMENT IN THIS FRAME IS THE CL DOCUMENT... NOTICE IT IS DUE TO THE QUALITY OIlMENSIONAL SOLUTIONS VOUNDATION31) Version 3.0.6 Date: 3/22/2005 Page 6 BEARING CAPACITY C:\MSA_WA\NGUYEN RESIDPNCE1F OTING DESIGNIFOOTING.MSC Proj. No.: MW -05-04 Eagr Checker Load No. Gross Soil Pres KSF Allow Soil Pres KSF S.R. in N/S Dir S.R in E/W Dir Allow Min S.R. Ecc. in N/S Dir FT Ecc. in - E/W Dir FT Moment @ N/S axis KIP FT Momeirt @ E/W axis KIP FT 1 0.70 1.30 100.00 100.00 1.60 0.00 0.00 0.00 0.00 2 1.26 1.30 100.00 100.00 1.00 0.00 0.00 0.00 0.00 3 1.27 1.63 100.00 13.42 1.00 0.00 0.12 1.14 0.00 4 0.65 1.63 100.00 5.61 1.00 0.00 0.28 1.14 0.00 5 1.26 1.63 100.00 Y 100.00 1.60 0.00 0.00 0.00 0.00 6 0.70 1.63 100.00 100.00 1.60 0.00 0.00 0.00 0.00 .NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR NTA THIS NOTICE IT_ IS DUE TO THE QUALITY OF THE , DIMENSIONAL SOLUTIONS FOUNDATION31) Version 3.0.0 Date: 3/22/2005 Page 7 PIER - P1 Rebar Layout CANMSA WAINGUYEN RESIDENCEWOOTING DESIGNIFOOTING.MSC Proj. No.: MW -05-04 Engr Checker i Pier Data: Pier Size in N/S Direction (ft) 1.17 Pier Size in E/W Direction (fl) 1.17 Rebar Size: 4 Number of Rebars: E/W Direction: 2 N/S Direction: 2 Total No. of bars: 4 Rebar spacing: (in) E/W Direction: 10 N/S Direction: 10 Area Required: (sq in) 0.35 Area Provided: (sq in) 0,79 Pereent SteelProvtded: a.a�iQ Tie -bars: No. of Ties 5 Tie bar size 3 Tie bar spacing (in) 5 Z �w Q � JU U wo J F--' Nw w 0 L L co = W Z F- F- 0 Z F- w �5 U U O —: O F- WW H �O .• Z W CO 0 1-- z DEKENSIONAL SOLUTIONS FOUNDATION31) Version 3.0.6 Date: 3/22/2005 Page S PIER - P1 Ultimate Loads C:\M[IgSA WA\NOUYEN RESIDENCEIVOOTIING DESIGNWOOTING.MSC . Proj. No.: MW -03-04 Engr Checker Load Case Load Combination Axial Applied Load KIP Axial Allowed Load KIP Applied Mome about N/S axis KIP FT Allowed Mom about N/S axis KIP FT plied Mom about E/W axi KIP FT owed Montt bout E/W axis KIP FT nF.S; N/S Dir Against Sliding F.S - E/W Dir ainst Sliding 1 1.41)ead 5.32 260.03 0.45 22.10 0.45 22.10 100.00 100.00 2 1.4Dead + 1.7Live 14.87 260.03 1.26 22.10 1.26 22.10 100.00 100.00 3 1.05Dead + 1.273Live + 1.27SWind 7.32 203.77 0.97 26.98 0.62 17.32 100.00 13.71 4 0.9Dead + 1.3 Wind -0,49 -8.74 0.99 17.54 0.00 0.74 100.00 9.25 5 1.05Dead + 1.275Live + 1.4025Earthquake 11.16 Y 260.03 0.95 22.10 0.95 22.10 100.00 100.00 6 0.9Dead + 1.43Eerthquake 3.42 260.03 0.29 22.10 0.29 22.10 100.00 100.00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'THAN THIS NOTICE IT IS DUE TO THE QUALITY DIMENSIONAL SOLUTIONS FOUNDATION31) Version 3.0.0 Date: 3/22/2005 Page 9 1 REBATES CAMESA NWAINGUYEN RESIDENCEWOOTING DESIGNIFOOTING MSC Proj. No.: MW -05-04 Engr Checker Footing Data: Footing/Pile Cap Size in N/S Direction (ft) 3.17 Footing/Pile Cap Size in E/W Direction (ft) 3.17 Footing/Pile Cap Thickness (ft) 1.00 Bottom Steel: Tot Bars Bar Size Rebar Sp Area Prov Area Req "t Mom Controlling Load Case (in) . " (sq in/ft) (sq iWft) (kip ft/ft) E/W Dir 5 4 . 7 0.31 0.29 0.72 N/S D•ir 5 4 8 0.31 0.29 0.72 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. D11 ENSION.AI. SOLUTIONS FOUNDATION31) Version 3.0.0 Date: 3/22/2006 Page 10 FOUNDATION PLAN AND ELEVATION C:\MSA_WAINGUYEN RESIDENCEIFOOTING DESIGN\IfOOTING.AISC ' ��.� �ti- r �.i � e. yr• `r NOTICE: IF THE DOCUMENT IN THIS FRAME I THE CLEA THIS NOTICE IT IS DUE TO THE QUALITY GR. EL POS EL. 3.00' 3.00' N i C.L. t 3 #3 i Ties @ i i 5" o.c. 3.17' 2.00' C.L. --- - - - - -- -- - - - - -- 1.17' P ''0 A A i i y i Le 1.17' 3.17' 1.00' PLAN a #ate 2 ea on E -W face MATERIAL QUANTITIES @ 10 • O.C. Ice � 2 ea on N -S fNce CONCRETE 2.8 (Cy) 5 # a @ 8.00 " o.e. (bot) @ 10 • O.C. SECTION A -A FORMWORK 132.2 (SF) F — REINF. STEEL 731.1 (LB) 5 # d @ 7.00 " o.c. (bot) EXCAVATION 75.8 (CY) FOUNDATION PLAN & ELEV FOR ELEVATION LOOKING NORTH FOOTING ' ��.� �ti- r �.i � e. yr• `r NOTICE: IF THE DOCUMENT IN THIS FRAME I THE CLEA THIS NOTICE IT IS DUE TO THE QUALITY DIMENSIONAL SOLUTIONS FOUNDATION31) Version 3.0.0 Date: 3/22/2005 Page II r r. FOUNDATION MATERIAL QUANTITIES CAMESA WA\NGUYEN RESIDENCEWOOTING DESIGNIFOOTING.MSC i i Proj. No.: MW -05-04 Engr Checker i FO UNDATION MATERIAL QUANTITIES EQUIPMENT TYPE Misce Concrete Volume: Cubic Yards (CY) Formwork Area: Square Feet (SF) Reinforcing Steel Weight: Pounds (LB) i Ex cavation Volume: Cubic Yards (CY) i 4 i i. T? x EQUIPMENT NAME/NUMBER MISC 2.84 132.24 1 73I.I4 75.84 Z �_— Z �w D J U' UO Cl) 0 : W= S2 ~ u_ w O' 9 U- Q �d = W Z� i— O Z I- W W U� :O WW u. O' Z 111 CO) O Z 09 -05 -2006 HAI NGUYEN 11620 40 AV S TUKWILA WA 98188 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05408 11620 40 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. ; Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code,sholl expire by limitation and become null and void ,if the building or ,work authorized by.such permit is. not; commenced within 180 days from the date of such permit, or. if the building or work authorized by -such permit is suspended or.. , abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • , , . . . Call the City of Tukwila Inspection Request Line at 206 - 431- 2451.to schedule for the next or final inspection. . This inspection - is intended to deterniine substantial work has been accomplished since issuance of the permit or last inspection;. or if :. the project should be considered abandoned. If such determination is•made, the. Building. Code does allow the Building Official to.approve one more extensions of time for: additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/14/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, t w� e r rshall, P er ician xe: Permit File No. D05408 ZZ Z �W QQ 3 00 Cl) CO LU J = F— W W O J W ?. � C1 = W Z F.. F— O Z F- 5 U� ON o F— W 2 LL .. Z W CO O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 w J O ; a X 1908 December 12, 2005 Hai Nguyen .. 11620 40 Av S Tukwila, WA 98168 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D05 -408 Nguyen Residence —11620 40 Av S Dear Mr. Nguyen: 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Jill Mosqueda, at 206 431 -2449, 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 accented through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, r V1 (Jen -ife Marshall Permit , echnician encl xc: File No. D05 -408 P:Vennirer\Correction Utters005 -408 Correction Ur 0LDOC jent Z �z �w QQ JU UO UU J D LL w LL Q co a =w Z �.. �O Z F- w w U� ON off wW F- �. U - O .z w U CO) O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 { PUBLIC WORKS DEPARTMENT COMMENTS } i i DATE: December 7, 2005 PROJECT: Nguyen Residence PERMIT NO: D05 -408 PLAN REVIEW: Contact Jill Mosqueda at (206) 431 -2449 if you have any questions regarding the following comments. 1. In Va1Vue sewer district, but not connected to sewers. This residence is in a septic system. Provide approval from King County Health for the carport location. z Z W: u� D 00 moo. C0 W W = H C0 L w 0 LL ¢ co)D z CY W Z �. H 0 z E-- w 2 5 U o N: 0 - : .0 H W 2 U -0 Z. lli U =. O� Z ., �w A N n� �� ` d r �Q 1908 w gsy i2 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director November 17, 2005 Hai Nguyen 11620 40 Av S Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -408 Nguyen Residence — 11620 40 Av S Dear Mr. Nguyen: This letter is to inform you that your application received at the City o f Tukwila Permit Center on November 15, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached memo. Please address the above comments in an itemized format Nvith 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 Subiiiittal Sheet' must accompany every resubmittal: I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messenger sentice. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, l ei er arshall t T chnician Enclosures File: Permit D05 -408 P:Vennifer\Incomplete Letters \D05 408 Incomplete Ltr #I.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ,,,1 %1.. .,�>.i:... r.✓,.: 4'. R.? Uss: w: :N'r�>..w- �•xn <µrr;r'r+rc:...L lzew.�.. G'n:1�.. 's.,KF >•,. x. �w.<<... aw.. J+ buwa. :j =F+�n;�U% ^Yl .:nu;a.yk.e>'.r ' wif'.:: �: r; Ak:). �•': 5, q�' 6e: ;:. °•�+rii::::t�uS:a>•�pic a:�rtiwf },,. 1'��{A. z w 6 D JU U UO W= J� !2 LL WO LLQ CO = �W z H t-- O z t— U� O� 01- WW H� LL O w z CO U ~O F- z 4 PLANNING DIVISION COMMENTS I .t r DATE: November 17, 2005 i CONTACT: Hai Nguyen RE: D05 -408 ADDRESS: 11620 40 Av S I Planning Division of DCD has reviewed the permit revision application. The application is deemed J { incomplete. The applicant needs to provides the following: 1 1. Provide site map. z Z � 2 u� D UO U) 0 J = CO LL w O. 9- LL Q N Z CY F.. w Z F- O z F- w D o O� o �- wW U_ —O id Z U N H O ~: Z :r 4 PLANNING DIVISION COMMENTS I .t r DATE: November 17, 2005 i CONTACT: Hai Nguyen RE: D05 -408 ADDRESS: 11620 40 Av S I Planning Division of DCD has reviewed the permit revision application. The application is deemed J { incomplete. The applicant needs to provides the following: 1 1. Provide site map. z Z � 2 u� D UO U) 0 J = CO LL w O. 9- LL Q N Z CY F.. w Z F- O z F- w D o O� o �- wW U_ —O id Z U N H O ~: Z I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -408 PROJECT NAME NGUYEN RESIDENCE SITE ADDRESS: 11620 40 AV S DATE 09 -14 -06 Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: .j Build g (vision Fire Prevention ❑ Planning Division F Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09-19-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ff Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10-1 7-06 Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc z -2"2 z 11-: '~ w � D J0 UO ND CO LLI J = �w w� �a-i w¢ � = a �w Zo W 2� U ON 0 F- wW 3:U O w z U= O F- z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -408 PROJECT NAME NGUYEN RESIDENCE SITE ADDRESS: 11620 40 AV S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS i 1 Building Division Fire Prevention ❑ Planning Division ❑ I Public Works Structural ❑ Permit Coordinator ❑ L4 I'm 4k 1 -670(p DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete le Incomplete ❑ Comments: DUE DATE: 01-03-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 0 Not Approved (attach comments) ❑ DATE: Docuwnenishouting slip.doc 2 -2"2 DATE: 12 -30 -05 z �w QQ JU UO Cn Cn J = I.— S2 U. W UQ Cl) = z ZO W W U� O- o t_ WW u. O w z co O z HERMIT COORD COPY - PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -408 DATE: 12- 05 - PROJECT NAME NGUYEN RESIDENCE SITE ADDRESS: 11620 40 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit issued DEPARTMENTS i Building Division ❑ Fire Prevention ❑ k ann i ng Division Public Works - Structural F Permit Coordinator ❑ �Clrl rI0A4A -(_d 1 Z4- DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 2 -06-05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 01-03-06 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: -VI/` Dnrumenictmuline din.dnr 2.28.02 ' , •. :. ..�.. ., ..,:, ;. . : .:. ,:, � ;,.:..; :., :'':::...t;•.� »i:.:�; ..i:a .,:.�, �,.w. ;`:t...`,tn:, Y ` n, id'. n•;' ,,,:.:r....S; «.':SC54�;.'. i�dt.2:ti.bx`ctiati�,trri �:. �: nk.. A+ xl�idakP .+:t;1.1.r.twnu+.x:wi.i�:.�.t� '.:.t,ir.�` v.�.yoi K' :+xiir�;:,�. z �z �w �U UO (n o U) III J = 1-- � w LL j = w z� W O w U� ON off w u. 0 .z w U= O I.. z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -408 PROJECT NAME NGUYE RESIDENCE DATE: 11 -15 -05 SITE ADDRESS: 11620 40 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: A: Buli g Division Fire Prevention Planning Division i Public Works Structural ❑ Permit Coordinator ❑ ! DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 11-1 7-05 Complete ❑ Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 04 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping)% PW ❑ Staff Initials: TUES/THURS ROUTING: I Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 12-1 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) F1 i Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshouling slip.doc 2.28-02 �f }r.! :- rr, ri•T!:•:l b�S� .F�+Wk�;skKkrxK�.:.rnF.J�i'; �+i .. tP�+!'l { 0?i�fd• Xi.+.fv�£ vF(Y34f,'�1rt ` 'in „1:F� ;uwt�li wf.�.:.ow,' �. � 4 f ' z Z �w QQ � JU UO rn 0 J = H Tw w La = �. w. z ZO W UJ U ON off w u. O ..z w U= O z PROJECT NAME: PERiMP: N0% Site Address: 41 - - -- Originai Issue Date: ��- REVISION LOG Revision ' i Date Staff I Date "Stair ' No. I Received Initials Issued Initials i Summary or Revision: IPA r 1 XI M t I A.( a-„ hn � l.., r;; o„ f , e _ L I Received By: print) (please print) ' Revision Date Staff Date Staff No. ' Received I Initials I Issued I Initials (please print) Revision Date No. Received Summary of Revision: I Staff I Initials Date Issued Staff Initials Received By: ease print) Revision No. Date I Received Staff I Initials Date I Staff I Issued j Initials I I I ! S ummary of Revision: Received By: tp ledbc P1 '114) I z z �W JU U 0 w= S2 LL WO LLQ UD = �W z H F- O z I-- W W U� O� Ww U . z ui o P � z 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 Steven M. Mullet, Mayor Steve Lancaster, Director ! Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: Do 5 -4 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued i Revision requested by a City Building Inspector or Plans Examiner Project Project Name: ) 1 , Address: Contact Person: 4" r �; b �4 Phone Number:( ct ( 6 skc-'l U Summary of Revision: ; 2 i� 73 . ti 1 �� ` i In 4P �;til^ ,I r WC111, . C.. I r, " L 1✓ 7 Ji �fi) PER MIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A i lk A Entered in Permits Plus on pp ications omis -app ications on me evasion submittal Created: 8 -13 -2004 Revised: j}an�Rt}!.:. rTj) \ F9MH.Wfn.nxNw >."KA/ .c N 14•!. N I z �w �U 0 CO O W= H S2 w wO LLQ (0 D = F- W �O Z w U CO_ o �- w W � O w z U= O z 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:11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION $TBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through Ilse mail, fax, etc. Date: �'� i �10 (Ya� Plan Check/Permit Number: ❑ 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:, �i/1`(c t-t A: 1 �;A 17 G CA: Project Address: 140 frV S Contact Person: N UUI� �N Phone Number: ') C:W (42: _( 10 Summary of Revision: 5"/, O Kk& — i- 1 46 f l G V'Stti1 912n PCX= O t E; M(A L-EV-L-22W Sheet Number(s): L� I L "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,0 Entered in Permits Plus on 0l ;5 U app ications orms- applications on Ime evision submittal Created: 8 -13 -2004 Revised: z z w w. 2 �U U 0 W-r !— N LL W U - �D = �. w Z H 1- O w ~ W U� ON o h- w U- 0 � z U= O ~ z 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 : / /tivtiviv.ci.tirinvila.iva.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S Plan Check/Permit Number: D05-408 ® Response to Incomplete Letter # 1 RECEryEp Response to Correction Letter # _� CMy OF T71KWU � Revision # after Permit is Issued I E C 0 5 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PFAM17 CENTER Project Name NGUYEN RESIDENCE Project Address 11620 40 AV S Contact Person: Hai Ngu yen Phone Number: � �a Summar of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision inchiding date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on IS " ppluations forms- applications on line evision submittal Created: 8 -13 -2004 Revised: Z Z �W Q� JU UO NO CO W J = F-- U) LL WO LLQ �D = �W z f- w� �5 U� O� oll- W F-P LL O .. Z CO O Z CITY OF TUKWILA Permit Center /Building Division: Community Development Department 206 -431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Z �-- I , PERMIT NO. : l — '�(1� n '� W STATE OF WASHINGTON) v ss. COUNTY OF KING ) U O CO J �- 52 tL W O ��II 1 J cl�h •�� , states as follows: (please print] Q 1. I have made application for a building permit from the City of Tukwila, Washington. D = CY �W 2. 1 understand that state law requires that all building construction contractors be registered with the State of ? Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of z O Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. ? O 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of v 0 — Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions W W stated under RCW 18.27.090 applies. T v 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that O Z after reading the exemptions from the registration req i ement of RCW 18.27.090, 1 consider the work authorized U CO under this building permit to be exempt under No. _, and will therefore not be performed by a registered H 0 contractor. Z I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. APPLICANT Signed and sworn to before me this X P�SsioNFAC��,��. r v N AAy 9 m . r N A • �, A VBLtG c� \applications\8.2004 affidavit in lieu of contractor registration I -AA day of .Tan a a , 20016. �<.0 -t✓ LL. • NOTARY PUBLIC in and for th State of Washington, Residing at /1 ? , County. Name as commissioned: 1 jice' 2a�� My commission expires: 6- Gig.:.. .:::i'_,i::::... + irc� ..:?.ei «c.�.u',:.ii.:d:.'..z, ..t. :..lu:�.i; .��'Ck,.S+. tnCtlw,. 1.r;..r.:.�.e .�+,'�.t� "i t:.y tie: :.vd.•� . nv�fia ..Vsl.:a�.,�c:iri�;.ticiri�iSY s3: u;:� 18.27.090 Exemptions. This chapter shall not apply to: 1, 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter .shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications \8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. Z Z �w D JU 00 w� rn w w J L? � F-w z z� W 25 D0 0 ON o H- ww �O w Z U= z i 12r I % ..I � f to , /r �� .. .T ,rp 6 BRACE I sTr °c�i"� p to 2 , r .. 4 , f7 1 f of cO w on doc does W DETAIL o _ .-c=.� - a nd,� Reoe�t Is acimlil SCALE: 1" = 1' own . 24 -6' M -4 aty of 3 e' � - - ; I to a ft 6 tho S IGN {!! �: E: Revis:cns ti.:;i require a plan sulxn tal and maY lrldttde addtlonal, GENERAL NOTES MI i 1. THE CONTRACTOR SHML VERIFY ONENSIONS D CONIXMS BEFORE CONSTRUCTIG !' NOTIFY THE OIM�IER OF MY O19CREPAN0ES OR RNCONSIMC1ES BEFORE PROCEEDING MATH THE WORIL i ti. 2 7W CONTRACTOR SHALL VERIFY. LOCATIONS AND SIZES OF ALL OPENINGS W FLOORS AND INSFRIS MD EMBEDDED ITEMS VLATH MECHM M ELECTTiICAI, AND WOOD FRNIM DRAMANGS BEFORE. PLACING CONCRM THE CONTRACTWi 9H11l.L IMMM ANY UNSINKABLE SDI!_ AM REPLACE MATH SETECT FlLL MD . MPACT IT TO 90% PROCTOR. c � - � ~•- = = - j = - - 4 rem &P.'f-ir.ACE- A:.1_-- 00HCRE?r ROCUPOW P P14W:T0.,WQ *_1WQQ FRAMING. 5. COLIIIW LINES WDTCA_TE PEDESTAL,/FO DTING CENTERLINE UNLESS SHOWN GRIERWSE FOUNDATION 1. FOLNN DA716M DE M BASED ON 1.500 PSF SOL BEING PRESSURE. . Z CONTRACTOR SiA L PROVIDE FOR DEWATEPM AT EXCAVATIONS FROM ENTHTR SURFACE WATER OR SEEPAGE. 3. CONTRACTOR SHALL PROVW ADEQUATE EXCAVATION SNORING TO PREVENT CAVE -N 4. ALL FOUNDAM EMAVA71ON SHALL BE INSPECTED BY THE OWNER PRIOR TO PLAGEM1ENT OF RE01FORaNG STEEL OR C014M TE. REINFORCING STEEL I. ALL RE WORCIC SIM SHALL BE NEW BILLET. ASTM GRADE 60 . ALL DETM.NG, FABRICATION. PLACING AND SUPPORTING SHAW- BE K ACOOROANM MAIHOURRENT ACI AND CRSL 2 ALL 010111 LLS SMALL BE THE SAME SIZE AND SPACING AS AWMING MAW ALL CON7W M BARS SHALL BE 40 BAR DUL (r -Or MW.) PROVIDE OUTSIDE CORNER BARS IN ALL BEAMS,, BARS SHALL BE SAE SM AS MAN BEAM SHIM. LAP 30 BAR OIk 3 cL AR MM M OOVERMX OF CONCRETE OVER REIWORCWG BARS SHALL BE AS FOLLOWS: CONCRETE R.M AGTAMT EARTH 3 F+ORMFD CONCRETE ACGAWW EARTH r' BEAMS TO T1ES/SiiRRIUPS 1 -1/Y . � - TOP AND BOTOM OF SLABS OR BAR !DIAMETER 31 4. ALL 103WMM BARS, 110LT% OOMALS, INSERTS` EW_ SHALL BE RIGIDLY SECURED iN POSITION PRIOR TO PLACING CONCRETE» CONCRETE � • <' ` � ft FOU SECIII GS , NO 4 x l 2 ._ 0 . 1 2' -6' 1' -0' L_ d• —n• � � COMPACTED FILL OR REINFORCEMENT NATURAL SOIL FOOTING DIMENSIONAL DETAIL TVIC FOOTING DETAIL NO SCALE NO SCALE DIRECTION BOTTOM REINFORCEMENT PEDESTAL REINFORCEMENT NORTH —SOUTH 3— NO. 5 015' O.C. 4— N0. 4 ~ EAST —WEST 4— NO. 5 O 11" O.C. 4— NO. 4 0 SEC11 ON SCALE: 1/4 = 1' 3 BOLT 5.5' X .5' X V -10.5' BASE PLATE (TYP. 1/2' U— SHAPED STEEL. tLATE 14' X 14' CONC. PIER r��■iiri�i� / „ i P ao DETAIL "9" SCALE: 1 - 4 _ . :� _ • - 1. ALL OONGXtEF_ SHALL HAVE A IANiillll UL7WAlE: COM STRENGTH OF 3,000 P.SI ®Z8 DAY LEST.,, -- -�,. _ _ ��' ' " \� . -• 2, allMM ALI. E(POSED EDGES 31-C UNLESS OTHERMASE NOTED` • ' ` ' 10 s X 10 COLUMN 3. MA)MM AG EGATE SHALL BE i --1/2� � �%;`'• - ' SHAPED METAL STRAP wfttR- - Teri call 02006 Rk Lr- 3' OfT _ 5' Ii w: CA a — ' ro 4= azs S :-- s Z' iat 4Li; � to w , :g o&—j- NO. COMMENTS BY DATE LATEST PLOT DATE 8' REVISIONS MESA ENGINEERING, INC. r:sai.�. - • iri1lL..r i CIVIL STRUCTURAL ENGINEERS 8630 NE 24th Street, Clyde Hill WA 98004 s r i DRAY" NAME - = FOUNDATION PLAN AND DETAILS PROJECT NAME CARPORT ADDITION HAI NGUYEN RESIDENCE PRoJw L WATRON PROTECT N0. SHED NM IMM 40th AVE. m% sows l[1�05 -04 i >ro -TIN - as DESM. MS APPROVED: MS DATE- 03 /23/05 kGV 2U PEmb i � 1 f 0 1 11 r a a 1 i • 1 PROPOSED CARPORT 816 SF fF EL = ma 24A6S ERSTNG GRA%U ORKUY 950 s SODS EBSING MW FUM FUN = MY 2 4W S 1171H 9 20 0 20 40 1' =40' mmmmmd scale feet 4 0 4 8 raw mumow stale Fttt COYER, ROOF AND FOUNDATION PLAN I I 960 a IMS EL I" mom I=_"\v I .HI W& - AV oftw iY UK "or R Na .AV I JAV KSKM V UK RXU ON MIX HAI NGUYEN CARPORT ADDITION NW SEC. 10, TWP. 23, RNG. 04., W.M. TUKWILA, WASHINGTON COD toMpjjA%CE bon "fMocn JAN.. 6 2036 --- Cjw Of Tu"ita n1mr, 1111mm r i i i REVtslof I rr low- pa t S. �lmit!atrsfhe ' �� I�i r VICINITY MAP N.T.S. PARCEL NUMBE 734O6Hi23 MMCT Loulm SITE LOCATION 11020 -40TH AMBNE SOUTH YUltWI A WA 98168 RECEIVED CITY OF TUKMLA SITE DESCRIPTION DEC 0 5 2005 L01rAM =A 4N SF oOS "M COVE = 2,866 SERMIT CENTER PROJECT OESCiIP110N ADD 1W APPROX 8168E W000aRAMEcwom !N C 0 Mi PL TE ORANUVG INDEX Lj R # SIFT 1- WUHR ti00F.lWD FdMilON PIJW &W2-ELEVATION SHEET 3- OETAL SHEET ,�� FOR INFORMATION _ONLY HAI MGM C " W ARPORT A06M 11620 - 40TH AVE SOUTH TUKPM1LA, WA 98106 -2439 ri WAVDs M V w nWACT 14 84WO DATE= W SEP 84 SHEET Ne i W 3__ 1 f AA z —tnwwfm 6 HAI NGUYEN CARPORT ADDITION NW SEC. 10, TWP. 23, RNG. 04., W.M. TUKWILA, WASHINGTON cmcm SEE Cie couw 4 • y �• p�� 6' :12' �JIl4 i1fP � m CMC" fOEADA110N SE 1 SEE 3 e L EAST ELEV MM 2 0 2 1• =1.4• bmmmmmmmd scale feet 1� ix in WKCIM Sm (D Ir1romum Flex b:tr K^ TV IV I w co max FCWMM scue • Feel ELEVATIONS J RV S& JAV M%M tT ON ova s• &%X JAV JAV I BESM V MX FWJ Po &%w E' RECEIVED CITY QF TUI(I�Vi[A DEC 05 2005 PERMIT CENTER FOR INFORMATION ONLY HAI NGUYEN CARPORT ADDITION 11620 — 40TH AVE SOUTH t�EVa�Dr tir ova TUKIWILA, WA 98106 -2439 • ouvm r a L. c L� 1 OATEv a2 up N STET 1a3. 2 CF 3 f 'AA REWE i. - C06 FOR Ij JAN 2006 t City Of TukvVifcl---- .q 11 N r r 4 r 4' s 4' 4' Y 4' 3' HINIMM SIDECOVER (2' FOR LCB) H NGUYEN CARPORT ADDITION NW SEC. 10, TWP. 23, RNG. 04., W.M. on TUKWILA, WASHINGTON 0 0 EiHI t LCB. CB44. CBS COW - GALVANOMI. ALL OTHER CB - SiAIPSON DRAY PAINT SWAlL1TION: 1. USEALLSPECWIEDFASTENERSAS SPECIM PER MAN IFALTIIRER. 2 FOR FULL LOADS. MUM SIDE COVER REQUIRED 1S r FOR CB, r FOR LCB. & INSTALL ALL MOOELS WITH BOTTOM OF BASE PLATE RlMH WITH CONCRETE. 4. POST BABES DO NOT PROVIDE ADEQUATE RESISTANCE TD PREVENT MEMBERS FROM ROTATING ABOUT THE BASE AND Tk1EIa3:0RE ARE NOT FOR NON INSTALLATIONS (SUCH AS FENCES OR UNBRACED STS} Simpson Strom -rw CB or LCB .. -. DETAIL SHEET I • L to T JF .. o .2� OC R EWER FOR -�.. CODE cQ !J T PLIAN i JAN - 6 ?0 06 i t Ci#y f TA W , -._ REM SOW PRODUCTS AVAILABLE N STAAAaFS8 STEB.. AWN ) tiSEALL MECMW FASM*ERS AS PER LIANWMJtl3t 2) NAtB MUST BE WWEN ATAN ANGLE 7Hf IQI THE XWT OR 7RUSS Kr0 THE HEADER TO ACH IE E THE TABLE LONE 3) NOT DESIGNED FORYUBM ORNAILERAPPLICATIOM 4) WDSlNI(ERSPGAtWX3tW)NAYBEUSElDWHEWl00 COAN+IONS ARE SPECFIEDWFWH NO REDUCnON N LOAD. MOW "D COMMONSARESPECRED6 100 COMMONS OR 100 S9§MM (0 QMI EX3 U7MAY BE USMATOAS OF THE TABLE LOAD. S) WIM 3X CNW M USE 1W X2 ill NAILS INTO THE HEADERAND 110 COMMONS W107M JOISTWMf NO LOAD REOUCTI IL WITH 3XC11RRYNNG MEMBERIL USE 1100X I Wr NAILS l�ITn THE I EACER AND 10D COMM NT0 THE .!01ST. AND REDUCE THE LOAD 70 0Ud4 OF THE TABLE VALUE. I �� JRV OWN N► SATE CHM 1T BATE JAV XSM it 8AIX i .1AV F"" am eATE • mVIs w C -3 hN PRfiACT "a 040 IIATE= 02 SEP 04 SHEET NG 3 IE 3 f 1 ,A RECEIVED CITY OF TUKVAtA DEC 0 5 2005 PERMIT CENTER FOR INFORMATION ONLY HAI NGUYEN CARPORT ADDITION 11620 — 40TH AVE SOUTH s>� w* I " TUKMLA, WA 98106 -2439 on Strong} -Tie q . a .0-a An Simpson Strong - Tie LUS26 • 1 . n FOUNDATION PLAN EXTG. HOUSE � i YP.— 6X12 BM. r 6 X 10 COL. TYP: I � l r -EXTG. SLAB Z' - -0 6 I 10' TAIL 1 NO SCALE 1' -0' FOR ROOFING MATERIAL SEE ATTACHED STRUCTURAL NOTES rKHmnu rL- \I 6 X 10 COLUM r70�_ Gl�7�a e4 `- ,,- ?td e s r pr�y 0000000 H 2 DETAIL SCALE: 1 6 X 6 BRACE TYP. JI:HLt: 1/4 4 GENERAL NOTES 2• : 0' 10'- -0': MAX. DETAIL 2 6 X 6 BRACE' TYP. SECTION 2 ,_ 0 . NO. 4 BAR TYPICAL SCALE: 1/4 = 1' DIAM. BOLT 5.5' X .5' X 0' - 10.5' BASE PLATE (TYP. 112' U— SHAPED STEEL PLATE 14' X 14' CONC. PIER PACTED FILL OR REINFORCEMENT JRAL SOIL TYPICAL FOOTING DETAIL N 0 SCALE DIRECTION BOTTOM REINFORCEMENT PEDESTAL REINFORCEMENT NORTH — SOUTH 3 — NO. 5 015" O.C. 4— NO. 4 EAST —WEST 4— NO. 5 0 11" O.C. 4 NO. 4 SCALE: 1" = 1' s N* ch R:,M be mass !o tr::;c -�4 o i 8630 NE 24th Street, Clyde Hill WA 98004 DRAWXG NAME r OUNDATION PLAN AND DETAILS PROJECT NAME CARPORT ADDITION HAI NGUYEN RESIDENCE p PROJECT LOCATTON PROJECT NOL SHEET N0. 11620 40th ME_ j TUKrA&A MIf -04 WA 56106 I ;S To-U9- as APPROVED: MS DATt: 03/23/ab c,TY O� TL;!C�Ir�lA PENULT i.E.YTEF f t SCALE: 1/4 = 1 ' 12 4 � SECTION DET AIL 1. THE CONTRACTOR SH ALL VERIFY OBIS AND COMUMS BEFORE Cuna a Kutam AM NOWT Y THE OWNER OF ANY DIS ItEPMC ES OR BIOONSLSTENCIES BEFORE PROCEEDING WITH THE WORK. 2 UE CONTRACTOR SH M! VERIFY LOCATIONS AM SIZES OF ALL OPEMNGS IN FLOORS AND INSERTS AND EMBEDDED ITEMS WITH MECHANICAL, MCTRtCAL. AND 'MOOD FRAMING DRAWINGS BEFORE PLACING CONCRETE 3. THE CONTRACTOR SHALL REMOVE ANY UNSUITABLE SOIL AND REPLACE WITH SELECT FILL AND COMPACT IT TO 90% PROCTOR. 4. THE CONTRACTOR ML,3T PLACE ALL CONCRETE INCLUDING FLOOR SLAB PRIOR TO ERECTING WOOD FRMINNG. & COLUMN LANES WDIC- PEKSTAL/TOOTIING CENTERLINE UNLESS SHOWN OTHERWISE. FOUNDATION 1. FOUNDATION M" BASED ON l. PSF SOIL BEAMG PRESSURE 2 CONTRACTOR SHALL PROVIDE FOR DEWIAMMNG AT EXCAVATIONS FROM 07HER SURFACE WATER OR SEEPAGE 3. CONTRACTOR SHALL FROVIDE ADEQUATE EXCAVATION SHORING TO PREVENT CAVE -INS. 4. ALL FOUNDATIC N EXCAVATION SHALL BE INSPECTED BY THE OWNER PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE NEW OlL.ET, ASTM MAW 60 ALL DETAS.WC. FABRICATION. PLACING no SUPPORTING SHALL BE N ACCORDANCE WIDE IMENT ACI AND CRSL 2. ALL DOWELS SHALL HE THE SAME SIZE AND SPACING AS ADJODM MAIN ALL CONIWUWG BARS SHALL BE 40 BAR DUO. (2! MW.) PROVIDE OUTSIDE CORNER BARS IN ALL BEAMS. BARS SHALL BE SINE SIZE AS MAW BEAM STEEL. LAP 30 BAR DW 3. CLEAR MUM COVERAGE OF CONCRETE OVER RENFORCWG BARS SHALL BE AS FOLLOWS: CONCRETE PLACED AGAINST EARTH FORMED CONCRETE AGANST EARTH BEAMS TO TIES/STIRRUPS 1 -1/2" vr9 TOP AND BOTTOM OF SLABS OR BAR DIAMETER 3/4" 4 ALL REINFORCING &VM BOLTS. DO%Q_% INSERTS ETC._ SHALL BE M XY SECURED IN POSITION PRIOR TO PLACING CONCRETE CONCRETE 1. ALL CONCRETE SHALL HAVE A WROAUM ULTMATE CONE STRENGTH OF 3.000 P.S.. ® 28 DAY TEST_ 2. CHAMFER ALL DFGSED EDGES 3/4" UIN ESS OTHERM SE (NOTED . 6 X 10 COLUMN 3L MAXIMUM AGMEGAiE SHALL BE 1 -112'. REVIBVED FOR CODE COMPLIANCE —U— SHAPED METAL STRAP yrftm a000n %ireca (00 $1- 710 I�Aob ' M1ovAm Momd Ig alaft 3' 0 40 1001 a[ Coleaucdm �� dw va SWIM Afl'dl�wile 5 , ft Mlolom of amr aoogftd oft or r�1< >r 1 3/4' GROUT !f N>61 O*d � CVV and aon� lions s `� _ Np COMMENTS BY DATE LATEST PLOT DATE 8' oo _ _ REVISIONS -A MESA EINC. N CIVIL /STR U CTU R AL ENGINEERS 5 001 1 1;?'