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HomeMy WebLinkAboutPermit D05-048 - PITZER HOMES - NEW HOUSEPITZER HOMES 4651 S 150 ST D05 -048 c4 Di UO. co CV, w =' H; U) IL; UJO: co J: LL < I- W`, _. Z Z o � WW; 1- U, Z. co! OF'' City a..Tukwila Department of Commuttity Development 6300 Southcenter Boulevard, Suite #100. Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwilama.us DEVELOPMENT PERMIT Parcel No.: 0042000384 Address: 4651 S 150 ST TUKW Suite No: Tenant: Name: PITZER HOMES Address: 4651 S 150 ST, TUKWILA WA Owner: Name: ZEIGER C EDWARD Address: 11828 120TH AVE E, PUYALLUP WA Contact Person: N Name: JOHN TAMBURELLI Address: 1201 MONSTER RD SW, STE 230, RENTON WA Contractor: Name: PITZER HOMES INC Address: 46533 84 AV SE, ENUMCLAW WA Contractor License No: PITZEHI978Q4 Permit Number: Issue Date: Permit Expires On: Phone: Stever: M. Mullet, Mayor Steve Lancaster, Director DOS -048 09/26/2005 03/25/2006 Phone: 425 228 -5959 ext 226 Phone: 253 - 632 -9159 Expiration Date: 11/24/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2010 SQ FT SINGLE FAMILY RESIDENCE WITH A 414 SQ FT ATTACHED GARAGE WITH I INCIDENTAL GRADING FOR FOUNDATION, DRIVEWAY, WALKS. I PULBIC WORKS ACTIVITIES INCLUDE: Erosion prevention and sediment control, 200 SF of pavement cut and overlay, roof downspouts drainage to a dispersion trench, access, underground utilties, grading. Value of Construction: $170,507.94 Fees Collected: $4,215.54 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 215 c.y. Fill 135 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 doc: IBC - Permit D05 -048 Printed: 09 -26 -2005 Z W JU U O w W N O w� U. CO) D = �w Z �. �- o, Z� W � o` U O co � H w w` �v_ O LLi Z co Z •y N.wM.MM� '• 1808 Street Use: i Water Main Extension: 1 Water Meter: City G. 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 Y Profit: N N Private: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Non - Profit: N Public: doc:IBC- Permit D05 -048 Printed: 09 -26 -2005 f Z Z z U .) O: N p" v) 111; .W =: J H: CO LL; . W W 0 � OC LL d N C'!. H W; Z 1— 0': Z H- 5' �p CO i 0 F- W W': u E- . vco , z City o.. 'Tukwila ,rte• ... "y4� �7 "� o 2 Departaiew of Camntuiiity Development l0 6300 Southcenter Boulevard, Suite #100 2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 �.. Fax: 206 -431 -3665 190 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -048 09/26/2005 03/25/2006 ! Permit Center Authorized Signature: ) V'0 A ff - k hw1& h D ate: M Z cb i I hereby certify that I have read and LLnJ this permit and know the same to be true and correct. All provisions of law and j ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating co ruction or the pert rmance of work. I am authorized to sign and obtain this development permit. Signature: Date: Z� o Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -048 Printed: 09 -26 -2005 ZZ Q W WM .00 N o w = J F - CO) LL W OO LL Q: co) �_ Z 1-- O Z 1—. LU n U� O CO) � Fr, WW AL ui Z O Z T. � City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0042000384 Permit Number: DOS-048 Address: 4651 S 150 ST TUKW Status: ISSUED Suite No: Applied Date: 02/10/2005 Tenant: PITZER HOMES Issue Date: 09/26/2005 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: AS THE FIRST ORDER OF BUSINESS, fence -off the CLEARING LIMITS and install TEMPORARY EROSION PREVENTION MEASURES to protect the steep slopes and to prevent sedimentation off -site or into existing drainage facilities. 4: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 5: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 6: 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. 7: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 10: 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. 11: 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. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: All wood to remain in placed concrete shall be treated wood. doc: Conditions D05 -048 Printed: 09 -26 -2005 z Z � JU UO W :c J CO U. W O La W D = a �W zF H- O Z F— W 7. U 0 O to O 1-- W W LL .Z w U= ~O F- . Z � ly,� ��� �µtnoi, City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. Z 16: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building W inspector. 17: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be v U) o obtained at City Hall in the office of the City Clerk. J =. 18: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the CO U. w 0 International Building Code and the Washington State Ventilation and Indoor Air Quality Code. �5 19: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances U. ¢ shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, N d bathrooms, toilet rooms, storage closets, surgical rooms. H w z Z F_ 20: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE z O GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that w w the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. ? o 21: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall o be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum w uj distance of 4- inches shall be maintained above the controls with the strapping. v F- !L 22: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Z Public Health - Seattle and King County (206/296- 4932). w v co rr- _ ~ 23: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department Z of Labor and Industries (206/248- 6630). 24: 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. * *continued on next page ** doc: Conditions D05 -048 Printed: 09 -26 -2005 City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / 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: L 241 r Print Name: r�yY1rS , /—/ �,� L �p E i i . i z z' W. U: UO: U U' w= CO) LJ.. W O U. a Ca T ? 1- O; .z F-;' U� O N ;D 1— ;W W 6 F- ..z w CO) U —. H F O .z � w, CITY OF TUKWILA z Community Development Department Public Works Department $ Permit Center ' 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ,-N Building Permit No. c� 57-0 / Mechanical Permit No. Public Works Permit No. Project No. (For once use onl Applications.and plans must be complete in order to be accepted for plan review. Applications will not be accepted through th mail or by(g) * *Please Print ** SITE LOCATION �f /,, ,+ King Co Assessor's Tax No.: Site Address: / . �0 40 Suite Number: Floor: y `� Tenant Name: New Tenant: ...... Yes ❑ ..No Property Owners Name: 1 ex- 11 0Ares , Q C / �+ 7y � Mailing Address: ��� 57 X eel SL ' O L1,V hV�'1 l4/4 eaj City State Zip CONTACT PERSON Name: aeyki g- w44*l4 h' // Q Day Telephon ) no �iyZ© Mailing Address /lleKsf,te �Q� Su/ 5 1e 320 /Ge 14JO ro V5 �jj / City State Zi E -Mail Address: f OAnTdCA✓ISreg, co"S 1 Fax Numbe a I GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) I Company Name: // L{PC/L / 1 _ 0 1 1 f Mailing Address &40 /' &GT s� �O Q ✓OVilI�1 G✓ /r� City Slate Zip Contact Person: yiim_PJ ZCL, Day Telepho Z! E -Mail Address: pl+ZG b.SZf0a40/,COApl Fax Numbe Z5 333 ­71,33 Contractor Registration Number: ' �-r-ri: ttcc.. Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** 1 .ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record ` Company Name:, Mailing Addres Al??, City late Zip Contact Person: F h 9�''1 Day Telcphon // 322f -7 z� 99'9 E -Mail Address: Fax Number: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: � Alj �GH - ✓!0 G Mailing Address: 4i ,� ' 5 )( e_ ,0 Contact Person: ..JCtYI ZqN /t /r City Day Telephon `� E -Mail Address: Fax Number: lappliculions\pcmiit application (7.2004) Pace I Z I�-: '~ W tr JU 0 N W = f" C0 LL. W O U? � = W F- _ ZF_ O W H W U� O- o l— W H- LL O W Z U= OF` Z BUILDING PERMIT INFORMATION — 206431 -3670 Valuation of Project (contractor's bid price): $ 15 Existing Building Valuatioon:: Scope of Work (please provide deta infor �ew St rtq`G ��ii �:�y �@Sl'de"ce, 411A I4 Cr �7► Qua di�t�w Fob �v�►� 1��~^� Agei: , We.. I K 4 t Will there be new rack storage? ❑ ..Yes ?QNo 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):1�1 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation ation that shows that the princi al 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? tl°'e.... Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm one ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ❑ ...No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. \applications�pertnit application (7.2004) Pace 2 Z UJ QQ� J UO 1) 0 W �. U) u. WO LL Q. d = W H =. Z F.. 1— O Z F- W 5 U � O CO) �H WW F=- U -- Z U N O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC V. Floor �7 2" Floor Ar 3` Floor Floors thru `D l Basement Accessory Structure* Attached Garage / Detached Garage Attached Carport 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):1�1 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation ation that shows that the princi al 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? tl°'e.... Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm one ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ❑ ...No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. \applications�pertnit application (7.2004) Pace 2 Z UJ QQ� J UO 1) 0 W �. U) u. WO LL Q. d = W H =. Z F.. 1— O Z F- W 5 U � O CO) �H WW F=- U -- Z U N O Z PUBLIC WORKS PERMIT INFORMATION - 206433 -0179 Scope of Work (please provide detailed information): A o G� V Wd� �// - t j JA I I 'fl h i/ u i ov( elo j Call before you Dig: 1- 800424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ' ❑ ... Tukwila Water District #125 ❑...Highline ❑...Renton ❑ ... Water Availability Provide ,Sewer District i ❑ ...Tukwila ValVue [:1 ... Renton ❑ ... Seattle ❑ ...Sewer Use Certificate Sewer Availability Provided El ... Approved Septic Plans Provided i ❑...Septic System- For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. I I S bmitt d with Apolication mark boxes which appl ...Civil Plans (Maximum Paper Size -22" x 34 I ..Technical Information Report (Storm Drainage) Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ... Bond ❑... Insurance ❑ ...Easement(s) Maintenance Agreement(s) ❑ ...Hold Harmless i Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 h urs ❑... Right -of -way Use - Profit for less than 72 hours ❑... Right- of- way Use - NoDisturbance ❑ ... Right -of -way Use— Potential Disturbance ❑ ... Construction/Excavation/Fill - Right -of -way i Non Right -o f -way_ ❑ ...Total Cu t cubic yards `(/� ... Work in Flood Zone ❑ ... Total Fill AA cubic yards ��/ ❑... Storm Drainage 0� ❑ ... Sanitary Side Sewer ❑ ...Abandon Septic Tank ❑ ...Grease Interceptor ❑ ... Cap or Remove Utilities ❑ ...Curb Cut ❑ ...Channelization ❑...Frontage Improvements ❑ ...Pavement Cut ❑ ...Trench Excavation ❑...Traffic Control ❑ ...Looped Fire Line ❑ ...Utility Undergrounding ❑ ... Backflow Prevention - Fire Protection " Irrigation " Domestic Water 5 V nent Water ter Size... WO# p rary Wa r M ter Size .. WO# ,t my eter St ............ WO# C1 ...Deduct Water Meter Size......... er Extensio ..........Pu is rivate r Main Extension ............. Pub ' rivate FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) QWater ...Sewer ❑ ... Sewage Treatment Monthly §MiW Billing to- Name: / IIAI� /L j� A Day Telephon (O �! �Y Mailing Address m'? �7 �J/�16r �E � U f yx. City State Zip Water Meter Refitnd /Billimu r Name : l�i'J�G �� C�`JJ' bJ�-G- Day Telephone Mailing Address City State Zip tapplicationstpcnnit application (7.2004) Pace 3 Z W WM UO N O: W = CO LL- W O J LL- Q S2 = CJ �W Z O W U J U W W LL- O: Z CO H � Z MECHANICAL PERMIT INFORMATION — 206431 -3670 MECHANICAL CONTRACTOR Company Name:, Mailing Address: ATION 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): $ o pp, G G Scope of Work (please provide detailed information): v h �J � �� X/ Yo i F ^GL Use: Residential: New .....kr Commercial: New ..... ❑ Fuel Tyne Electric ...... E] Gas.... Replacement ..... ❑ Replacement ..... El Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: oty Furnace <100K BTU l Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100KBTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical 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 extend the time for action by the applicant for a period not exceeding 180 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 TH I HAVE A ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJU Y B THE LA S HE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN E HORI D SIT: Signature: /� Date: Print Nam r � dNh a�bu � Da Tele / eo Z� Mailing Address : /? 0951 6g . d !;tAl S 30- t A 4 epl '1 �,(� 9 �eo S s; , City State Zip Date Application Accepted: Date Application Expires: Staff Initials: Zw tapplications\pertnit application (7 -2004) Pace 4 • 'a :t.. �.. �t7yv �{.... �G?.: z,: dµ.:::>.. a:, t�.•. as.. Uu..., r.. e.:. r.:.: rs::+ �, isr: 4:: x�. wl:. is�:..; J.. �i:.: urwu., a:.:. a..:. w. w ".�uaex.Lu.s:.wz:nts.V.v�s.. Z ~ W �QQ � JU U O. Cl) CO LU J= H CO) W W O } J LL Q 2 LLJ F— O W ~ W U� O N � H W Lu U lL ~O .• Z W U= O Z 4 City of Tukwila ' 19p6 I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0042000384 Permit Number: DOS-048 Address: 4651 S 150 ST TUKW Status: APPROVED Suite No: Applied Date: 02/10/2005 Applicant: PITZER HOMES Issue Date: Receipt No.: R05 -01423 Payment Amount: 2 Initials: JEM Payment Date: 09/26/2005 10:19 AM User ID: 1165 Balance: $0.00 Payee: PITLER HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2082 2,595.97 ACCOUNT ITEM LIST: Description ------------------------ ' BUILDING - RES PW ADDL PERMIT /INSP FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 1,724.72 000/342.400 56.25 000/342.400 72.00 000/345.830 13.50 000/344.101 500.00 000/342.400 225.00 000/386.904 4.50 Total: 2,595.97 i 9 3 7557 09/26 .71i TOTAL 2771.5 doc: Receipt Printed: 09 -26 -2005 .•. �4 Z W J L 00! N o U) =` J f—: W O J LL ?' co x W. z � z U C)' O N; W W 5. LL O; ui z CO) Z tJ r� �.� C it of Tukwila y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0042000384 Address: Suite No: Applicant: PITZER HOMES Permit Number: Status: Applied Date: Issue Date: D05 -048 PENDING 02/10/2005 Receipt No.: R05 -00183 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: Payee: PITZER HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 1072 1,619.57 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,121.07 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 225.00 1,619.57 02/10/2005 01:54 PM $1,991.22 Total: 1,619.57 1 j 9009 02/10 9716 TOTAL 1655.96 doc: Receipt - Printed: 02 -10 -2005 z Z UJ UO N o: � w LU J �. N !L wO U. z� , z w> O N D � w F- L O; Lu Z .z INSPECTION RECORD Retain a copy with permitoS' D y� INSPECTION N0: PERMIT NO. CITY OF•TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addrgs : I6,5 - .5 Date Called: / 0 b /v6 Special Instructions: f �U�!Y1lll� c e I7.7Gl Date Wanted: a.m. O �� p.m. Requester:' Phone No: Fl Approved per applicable codes. Corrections required prior to approval. h� COMMENTS: Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z N N W L QQ i. J V UO CO) CO) U. W O LL Q W H =; Z� � �z I—. �p U O = U. LL 0 lil Z U CO) O Z.. : �. y�$. �� "�n,"i2i'Fw✓C,�� w 1�t'. ij o+ 3 S�aq t t . i.. �} ,•: y'• � _• .. .. INSPECTION RECORD Retain a copy with permit © o lNSPECTIO NO. FERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Project: Type of Inspection: Address- — ate Called: Special Inst ins: Date Wanted: a, .m Requester: Phone No: I pproved per applicable codes. Corrections required prior, to approval. COMMENTS: . - T:__2 r 5= - , a f , Inspector: Date $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: �:ESW6A�'.tiK' .. -:. ., P F '.r.rx+rt l.r7ifcl' -�7 h;.... -.,, ., ... ..,: .... Z LLI Q �! J U. UQ UJ N u. UJ 9 LL (J) C) ZO W LU �p .O � F— =W Lll Z: U CO)" H M=— O Z '•ti"t +r*�.iTy ">.'T" x• "c+T - -r a- r+- - °"",r. �; -"-"-- r. i , .-v "r_— ?';'l. a '�""" -.. -.-�,� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE OM31-36�70 CITY OF TUMILA.BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 Project: Type of Inspection: Addre Date Called: Special Instru tions: lV C�. 2, S 3 Date Wanted: a.m. Requester. . o e' Phone No: — El Approved per applicable codes. Corrections required prior to approval. COMMENT5:1 Receipt No.: Date: lh•Slky gY •J .__ . - �►r-r •i�- �vnt�r•� -•.r.• ties' r.:... .r"�F�+.:.iiww�i�4v�.�++w�.w --. �4%...: wr..x .;.v i LU W � U Q, CO w� CO LL.. W O �J LL. Q N Q . = W z Z W U� O U) W W` H U: u. O ' Z . U N O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. �Y YKMt4 ' INSPECTION RECORD Retain a copy with permit "� ) + INSPECTION NO. P2 0 6)431-3670 CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: l '_ . Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: M Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: w f"," "j3 ru`;4,fi Z h W vO 0 w =: LL W O. 2}} 9-j LL �. N C7 �W Z� H O: Z H' W �j U� I W U u. 0 lil Z U N, F- _' O .Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD -0 Retain a copy with permit D Ob INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 )431 -367 P t Type of Inspection: L "( 1 :5 u Date Called: Specialinstructions: Date Wanted: 6 1(' a-.Ut- 7- Requester: Phone No: 2 S WE Z 00 � Cl) 13 co W; W -J CO U. 0 U- W W W 5 0 W M L 0� • Z CO) 0 Z El Corrections required prior to approval. >•FVeiesWr,� +nx�!?�?Px' � �s cam. r �t s,. ,:. t � . ,. � .. � ' .:. .. ., .. , , �., .�^r.a� �'d�•M*'�':$�"".JJ,f- '?t"�. �"'' ....�.rm -yam .? _ . � . ,� .... �.- .. ' .`. , �' __. .. 'n7Y SY'^.'- +rM.TVY ^kw+�'�.y'^R "' �+.'r�+'•MY!N�•aYC� +r Y'i%i'�4h'"J.Y W$.Y" f4`a'.;`3r, cYT•(+1,'?r•.R."- .i.44.Xl+;p' >MT'�.. • �"IIfR' INSPECTION RECORD p � Retain a copy with permit 4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING - DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj Type of Inspection: ( - , Address: f �^ ^� T W " ^) J U 1 Date Called: L5 0 Special Instructions: Date Wanted: a.m. 1 ` 1 p.m. Requester: f&A CA Phone No: M Approved per•applicable codes. ED Corrections required prior to approval. SQ TV'!' jv;c Fm COMMENTS: `7 25 ° L5 0 L`j L 1, C '✓�1 Inspector: r t ( Date: $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: z i!— Z . ILI JU U O C') C3 wi J 1.- N O W . � Q' J IL Q N d W z ' H O W ~ �p O N 0 F_ W LU H LL O. til z U cl) 0 z tYmW.t9r �U ^4`+�l9LOfsM`: e',iR . Project: Pi�'�.er domes Type of Inspection: LA 5D 5Q TE5u PE-SC Address 65! S ! E50 5t : 0 Date Called �- b Special Instructions: Date Wanted: 7 - 2- _ 0 6 a. m. i" Requester: - r 2sse. Pitz ' Phone No: 253— 2-55_ eq�� Z � W� UO N co w W = H CO LL .W O 1 � =W ZO W U� WW H� LL O LLi Z U N H X. O Z F WD] , AM -MAN A Flo ITEM, Of 1/ � � Z � W� UO N co w W = H CO LL .W O 1 � =W ZO W U� WW H� LL O LLi Z U N H X. O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I N CITY OF TUKWILA BUILDING DIVISION­I 6300 Southcenter Blvd., #100, TukWila, WA 98188 (206)431-36 0 Project: Type of Inspection: • 401 Address.. Date Called: Z50 Speciar Instructions: Date Wanted: M. 7, M. Requester: Phone No: Approved per applicable codes. C orrections required prior to approval. �� F1 . I A COMMENTS: r Gs Pte' tW 00 Ali 0-. 1 o� Al A A I Date: inspect--' j F-1 $59.1104EINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenfer Blvd., Suite 100. Call, to sechedule reinspection I Receipt No.: JDate: — — 1 Z W J U 0 CO) 0: C0 LLJ LLJ X _J F. S2 LL L u 0, __J LL CO) CY LLI z 0 , W H- LLI 5 cr ): 0— W L'L —0, Z' co); 0 Z1. T] INSPECTION RECORD c/ Retain a copy with permit'" / INSPECTION NO. PERMIT NO. `CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project* . Type of I rySp 0 tion� ---- Ad Date Called: Special Instructions: Date Wa JJ a.m. Requeste 1 'a Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ C f ,� sect uat p (.� --- d V;i0 REINSPECTION FEE REQ IRED. Prior t inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Ca to sechedule reinspection. yt Receipt No.: Date: ;a f Z W JU UO CO) 0 w= J N LL w O'. LL Q C a W Z P H O W c W G 5 O cn. 3 H, WW O . Z' LU N H � z �.��•� -. .,¢, ,�, n w -.t• .r�.�v n� r ?r^ ¢ S^"Ylurya.. J , �, , 7 t F• rrr+a = �. ,.. , si-..-c. ,,, t r _� Y n.-.• z 77-777 %: INSPECTION RECORD Retain a copy with permit ` INSPEL119N NO. PER f NO. CITY OF TUKWILA BUILDING DIVISION za 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 3 Project: 1 Type of Inspection. v/ � "a1�1/ ��' �/� ✓�f' Add ess: , 'Date Called: Special Instructions: Date Wa ed: M. Requester: PL•- �>-5 j Approved per applicable codes. rrections required prior to approval. COMMENTS: Inspect Date: t 5 0 REINSPECTION FEE EQUIRED. Prior o inspection, fee must be Id at 6300 Southcenter Blv ., Suite 100. It to sechedule reinspection. Receipt No.: Date: 4 . l� y5 ' � t ,,}`' 4G^ . .r. w'C t.r.. `" yr... }•. __ , r ' • : ii.' c��"' y. cNiw_.. - -- —� Z Q� W W� UO c 0 CO) =; �LL w 0 a IL Q c = W' f- 0 z W LU � p 0 N. O H. W W �Q U- . — O. Z U N; O Z . . . . . . . . . . . . . . . INSPECTION RECORD 4 4-1 Retain a copy with permit INSPECTION NO. PER T N N o CITY OF TUKWILA BUILDING DIVISIM 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-36 0 Project ;-) / 7 0 IL k10 Mt- '; Type of Inspection: ( j t j , ,.- / 2 C --,4 Id" Address: K/ (' S -S t - S - (D s -y— Date Called: Special Instructions: Date Wanted: /a. rn. Z. -- 0 6 p.m. Requester: Phone No:: - I- -� - s - S "q <`Approved per applicable codes. Corrections required prior to approval. COMMENTS: A/0 0 s 'A Ilkpec Date: JA� - 1A A 00 REINSPECTION FE REQUI D. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. E & n Receipt No.: Date: Z W C.) 0 CO a &) W UJI J Co LL 0, LL W. Z I-- 0� �z W LIJ N . .0 WW 0 z W CO) 0 Z J INSPECTION RECORD Retain a copy with permit la cpb INS PECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 1-367 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431 -3670 Project: 0 0 Type of Inspection cliw 46 gnCE5���( Address: 1 SpF Date Called: C;" -rihl Instructions: Date Wanted: p.m. Requester: Phone No: I Receipt No.: Dat e: A:k/1 N Z Z W 2. 6D J U U 0 Co 0 CO) W UJI 3: J I.Z� C0 LL 0 LL < cr) :) a F. UJ Z W U1 co 0 —i 0 F- LU Lu . LL ui Z 0 Z­... paid at 6300 Southcenter Blvd., Suite 100. Call to secheduLe reinspection. yr ..:, tip ..,.,., - mv. r .r»� -x•.t� �� .�$'ir"�r"'- '...�"�' c "'{`'i s y - is c z •' - t ^ F - — ".'n i ^ i �-' . - •; - r. �;. INSPECTION RECORD; I F;) `'' Retain a cop y with p ermit INSPECTION NO.. ;PE R O CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 Project: Type of Inspection: C.� U Address: Date Called: 6 Special Instructions: Date Wanted: a.m. ...- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: J rr J ' r Inspecto Date: Receipt No.: Date: i.K,i•',vT<wea. f -.. . e +l,:er -... :eP;.::,«._. .. n.. ..; 3i ... S: ., -._ -- Z Z. tY W W� UQ W =. C0 u_. WO } J N CY = W t— O' Z f- W Uj � p. U O tn: � F- W W' x 01 111 Z. U =` O F- Z . u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ':•?3?"'fiae' i�:"i" - r+. ^c^rcFun..a --r•r rr- .s..�.r 7+ .. ; «.. y ,,+� -r si' c ,-q.:. —""t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -367 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: M. Requester: Phone No: v� a Approved per applicable codes. Corrections required prior to approval. COMMENTS: f. Receipt No.: Date: i 1 Z Z UJI _3 UO N 0' = w J I CO L W O �a CO d = W H O Z H U� ,O W W. O; — Z ui U_ N; O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: 'ryi'fs e ol In spection : — T ':7 _ OL �p e Y ( f Address: . 116 !� 1 5 Date Called: v - /0 d /0 Special Instructions: Date Wanted: �-M 0'5 /a 31d p.m. Requester: one N&J fi Corrections required prior to approVal. El. Approved per applicable codes. COMMENTS: 5/3/o( UAJ 4-fl e 116 71 ca" . 5 Aldtw Inspector: Date: � - /� /�� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to secheclute reinspection. Receipt No.: Dat e : — Z W 2' 00 CJ) a CO) UJ; LLI z: -J I.- CJ) LL : WO 2 �. I EI LL CJ) ILLI, Ir- 0 Z 1--: UJ 0!2, W W. C. ) U- Z. co) 0 Z ..,..y... �Y�✓hp"rCw.YtN T•M1y'r .yr ✓.l.w -+ f'* f�.m .. �� INSPECTION RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: f / /. Type of Inspection: A Address: Date Called: Special Instructions: Date Wanted: // "�L� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CommEN S: ;L . c- k Inspector• Date: $58.00 REINSPECTION EE REQ &RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: t Z QQ�� J U UO CO) (3 . UJ J CO) LL' W O LL � = W H =. Z 0 �a O W W: _Z UN O ~: Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 Project: Type of Inspection: Addres : Date Called: Special Instructions: Date Wanted: rn, Requester: Phone No: t is Approved per applicable codes. Corrections required prior to approval. COMMENTS: �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ....•.�....,.. , .o =.,. ,. +.a�. . �... u,t.... '" ^3_�_. jjy< n,'t— ""art'•^ - - - Z W: J U. 00 moo. W LU J CO) O W LL Q c d H' =r Z I— O Z H- W W � O' O N O H.: W Lu , HU E-. 111 Z U CO) O. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Project: of Inspection: q0 L z6a Address: Date Called: Approved per applicable codes. Corrections required prior to approval. .. n rec eipt Fat ,eceipt No.: i �z Z� Zj L) 00 M 0; CO) Ill W LL. W O -j LL Cj) Z W ~ UJ 0 , C0 .0 0 F- LILI C.), U. �—' O. itl Z� UN O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. L.,rz Special Instructions: Date Wante M p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. .. n rec eipt Fat ,eceipt No.: i �z Z� Zj L) 00 M 0; CO) Ill W LL. W O -j LL Cj) Z W ~ UJ 0 , C0 .0 0 F- LILI C.), U. �—' O. itl Z� UN O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISIONM 000 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36k? d Project: r , Type of Inspection: Xddr6s: Date Called: Special Instructions: Date Wanted Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 z:zz L- Receipt N o.: Z z UJI 2 M 00 CO) W WX J I.— Ln LL. W O -J LL cy� W 0 W � UJ W Co 0 13 .Lu W . 3: W 0. ltl Z' X 0 Z paid at 6�00 Southcenter Blvd., Suite 100. Cali to-s reinspection. 1 INSPECTION RECORD Retain a copy with permit CF WSP TION NO. HERMIT CITY OF TUKWILA BUILDING DIVISION ✓�"-� :.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 1 Pr ct: r✓ /��,�,� f s Type of Ins tion: 7� Address: _ Date Called: Special Instructions: Date Wanted: G a.m. p.m. Requester: Phone No:, y V Approved per applicable codes. Corrections required prior to approval. eyy " i• r;. COMMENTS: icy GS C; .P (41V C( 1A1 Alrr • r ,c .ten. JTST / /7 r- Inspe r: Date: recel ptNo.: 00 REINSPECTI N FEE REQUIRE/Prior to inspection, fee must be at 6300 Southc nter•Blvd., Suite 100. Call to sechedule reinspection. Date: e . ,,'1' Y. Yr:+t:rr'i +: `;,:C•. , ., -r'.. ... qr ;ti". Y',r'.i•".i"�d4• ll �.�;.,j' ....::�,,. '°- ,`l:�S�T:d:.'i Z W �o CO Cl) �L W O LL Q C') a = a Z F.. W O a U� O CT .O H-• WW L) O W Z CO) Z INSPECTION RECORD Retain a copy with permit j INSPECTION NO. PER 4 , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4311-367 Pro ect: Type of 1pspection: Add ress: Date Called: Special Instructions: Date Wante p.m. Requester: Phone No: Approved per applicable codes Corrections reqUired prior to approval. COMMENTS: Z4 e) 141 t4e 00 70 e2ouzlgie— e-VE: iT�nsctor: x \ I - I Date: I Receipt No.: — -4 - - & $58.00 REINSPECTIO F REQUIRED n or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 - 0- Call to sechedule reinspection. W (L)0 (0 93 CO) LU LU —J C0 LL 0 Ei LL Q. N CY W z i,— 0. z I-- LLI Uj fy C3: 0 - O N C) LU 01 Z: LU CO) 0 1.-: z �!r x nta� a+ ne.:e 'rMF n �;•5 t wi - r s ^ i, .. l INSPECTION RECORD ' Retain a copy with permit INSPEC ON N0. PERM t ` .::.CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 . '<', 1 ! 2 R ?� Proje J T Type of Inspection: Address: _ y Date Called: Special Instructions: Date Wan ed: / Requester: Phone No: z 4 a Approved per applicable" codes. orrections required prior to approval. COMMENTS: is f.: v i r - 6 Inspector: Date: $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be y, .t paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. fi. Receipt No.: Date: Z iH Z W QQ �. JU UO 93: J � �LL W O W? � �W Z I— O W . Z H: � p U O N o F- . W S IF- U , L!. 0/ LI Z U_ N. O Z INSPECTION RECORD Retain a copy with permit INSPE ION N0. p CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 7� Projec 5 . Type of Ins pe tiont s Address S 1 S - 15 0 S+ . Date Called: Special Instructions: Date Wanted: // a.m. c'�-- .- Z 2 - t� Requester: Phone No: D-G 3 -3� 5 .per applicable codes. Corrections required prior to approval. In .00 REINSPECTION EE REQL a d at 6300 Southcenter Blvd., S Receipt No.: Prior to inspection, fee must be 00. Call to sechedule reinspection. Date: Z Z UJI JU C.) 0, M 0 W= J I— N LL W O J, LL Q. co) a = W H ZO f : O N 0 F- WW cy LL O .Z L!J N p . O Z r In .00 REINSPECTION EE REQL a d at 6300 Southcenter Blvd., S Receipt No.: Prior to inspection, fee must be 00. Call to sechedule reinspection. Date: Z Z UJI JU C.) 0, M 0 W= J I— N LL W O J, LL Q. co) a = W H ZO f : O N 0 F- WW cy LL O .Z L!J N p . O Z .......... , INSPECTION RE CoRb Retain a copy with permit. o4lA INSPE NO. DIVISION`; Eq. T CITY OF TUKWILA BUILDING DIVISION`; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431-36t r. 4 L Projec;te.Z Type of Inspection: Address* z Date Called: Special Instructions: Date Wanted: a.m., Requester: Phone No: R eceipt No.: e: Z iF Z' W. JU 0� Cl) 0 V) = 3: J I.- CO) LL' 0 OC :3 LL co) Cy W, 0 Z H— W L 5 cf) :0 W LL 81 iii Z . 0 Z I I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior INSPECTION RECORD Retain a copy with permit INSPE"ON NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 Project: 4 0 Type of In Ins e tion: 1 / Addres5: Date Called-, Special Instructions: Date Wanted: 1-20-044 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MENTS: Hwu; ME 1 weA MA M WN WAV Inspector: Date: F/ F] $,58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedule reinspection. 1 a Z Z� W. J0: 00� CO W 3: J IZ- CO) U. 0 95: LL CO) W Z 0 �_ IW W U C0 �O 'W W W --Z CO: O ~ �z INSPECTION RECORD Retain a copy with permit (,U S U�l INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of Inspection: Ad Tess: Date Called: 1 2 , Lk Special Instructions: Date Wanted: I a.m. c J p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 3 , Y » COMMENTS :' e t9 .' Inspector: Date: $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: Z Z Ce QQ W� 0 N co III. W C0 LL w O LL N d = W H ?H O. W �p ;O N. OH W LLJ: u' ~O W Z 2= _ .O Z ..... r J Pro' ct: ` z-EiA Type of Inspection: 11 rm Addr ss: ate Called: Special nstructions: Date Wanted: ( m` Requester: Phone No: Y aApproved per applicable codes. Corrections required prior to approval. IA� COMMENTS: .T f � Inspector: Date: E] $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: Z �Z W JU U O` NU W =' CO LL W O. J, IL Q co z . _ z I-. Z O I La O N � F- W W, H Ill Z, F- _ O I—; Z T b INSPECTION RECORD 0j g Retain a copy with permit INSPECTION NO. PER YI CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro eqt: e-i iDate Type of. I nspectign. dress: Called: Special Instructions: Date Wanted: Requester: Ph __ Z Z JU 00 ma� 0 LW W = J I.- 00 LL W O 2� 9 Ei LL. C0 Z_ 1 0: ­- Z 2 LLVW� 1 D Da 0 �O W 3: 0. z CO) O 0 Z_ 77"T 7 INSPECTION RECORD ' Retain a copy with permit )Do C) C) y I INSPECTION NO. PE IT CITY OF TUKWILA BUILDING DIVISION 6300 South,center Blvd., #100, Tukwila, WA 98188 (206)431-3670 Tel: / f Ty of Inspecti * n ' * &<Zll Address: I 4LP 4 5 11 Date Called: 11 Special Instructions: Date Wanted: ( -- M - Requester: Pho No: � ,5- — 7 4, N qproved per applicable codes. Corrections required prior to approval COMMENTS: lr�i§pectV Date: 1 2— F-1 0 REINSPECTION FEE REQUIRED, Prior d inspection, fee must be 8. a)lat 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 Rece ipt No.: J Z H . Z' ILI JU 00� to W. W CO LL W O LL ' cy. W Z— F- O� Z ILI W. 2 U W uj ! 0 Z� W CO) 0 Z— - - INSPECTION RECORD Retain a copy with permit ` INSPECTION N0. PE T N , 'CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431 -3670 i ProjeA Type of Insp 'on: A s S7 Date Called: / L Special Instructions: Date Wanted: a.m. !GI .m. Req ester: 1 Ph9tTe No: / CO ' E^ Approved per applicable codes. Corrections required prior to approval._ M ENTS: / A/ Ile te Ie t f: Date: 58.00 REINSPECTI N FEE RE QUI D. Prior to inspection, fee must be JI aid at 6300 Southc nter Blvd., ite 100. Call to sechedule reinspection. elpt No.: Date: Z W JU v O D LO =. J C0 IL. W O u_ N =W �_ . z F- Z LU 5 U� O CO) W W �U 1L Z W U= O 1... , Z Indemnification and Hold Harmless and Permit Temporary in Nature - i Reference Number(s) of Related Document(s): D05 -048 Grantor /Borrower: `j�2Ks �px Pitzer Homes 1020 "A" Street SE #8 Auburn WA 98001 Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: 4651 S 150'' St Abbreviated Work Description: .Cut pavement, install underground power and connect to ValVue sewer in one trench. Overlay cut area. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page L of J z � Z . w m . D: UO J = h N u-, W O; 9 M wQ co) C=! = W z M: �O z t- w U N. O .o �- w w: L o ..z W O'' z DATED thi day of S1=1� 1M 6< iZ 200.,,E L� GRANTOR: 17`Z� iZ y od'�-s a limited liability corporatio Prin Name: 3 d W I zzZ Its: STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this day of Sze , 200 S �before me a Notary Public in and for the State of Washington, personally appeared to me known to be the of ze �'o �"n�5 c , a limited liability corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year.first above written. �PF Name: $a ra SDK (seal) : o NOTARY' NOTARY PUBLIC, in and for the State of �i P UBLIC Washington, residing at 9 . ` '29 r° •'� fez. �-- i Y� ct 1'1 OFY SNP' , S ►nom My commission expires: Page ,�of - � Z �Z D UO Cl) o; CO X: J H CO) LL W O' LL D =W z� �O Z �- W W. 5: O N` o f-� W W LL F=' O; z O Z r DATED this of , 2005 GRANTEE: CITY of TUKWILA , By: _ Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON ry COUNTY OF KING ,i On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this { instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereuntr' set my hand and official seal the day and year first above written. A GE A D Name: Q�:•..SS Dea � A (seal) 's c ° y N: NOTARY PUBLIC, in and for the State of N ;A pUeL1G p== Washington, residing at Renton ++ + ++ 0 F My commission expires: 6 Page of T 7 Z Z, w J U. U 0 W Jam N U.. W O LL a: �d w z zo UJ 5' to o � w H U. LL Z ; z tll CO,. Z m v n ' O z - n x CD 1(*". z 03 o x _{ ��. rD 0 D O z JM DESIGNS UNLIMITE� STOCK PLANS • CUSTOM D E S I G N FILE Copy Gravitv Load Ana . Plan — 2010AJ2 Beam Calculations using Beam Chek 2.3 Software and/or TJBeam 6.01 Software y 09/18/03 SF - 9 ZOQS c •OP �E8 1 0 2005 I `a PF AM/T CF NrEA D 065 woqg 19613 - 61st Ave S -Suite F Zvi e�nt, ff° F f 2.2580 ° Fax: (253) 872 -0649 Email: designstudioCdesignsunlimited ,corn z UJI J U, U O; CO)o W = J F- N LL WO LL a° N D. = d . _' Z f.. O. z I, U 0 O , �1 'w w - O !iJ Z, UN. O z I BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 1 i MSTR BATH WIN HDR Prepared by: C. SWEI Date: 9/18/03 ii Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.2 in R2= 0.2 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments 7 x i t 5 i t j j I. Y ' Beam Span 2.5 ft Reaction 1 LL 47 # Reaction 2 LL 47 # Beam Wt per ft 7.87 # Reaction 1 TL 85# Reaction 2 TL 85 # Bm Wt Included 20 # Maximum V 85 # Max Moment 53'# Max V (Reduced) 33 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in -) Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 0.62 0.65 0.13 0.08 OK OK OK OK 1% 2% 0% 0% Uniform LL: 38 Uniform TL: 60 =A R1 = 85 R2 = 85 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. I Z Z LU J U: ' 00: CO W; CO) W; WO J; U- 12 0, HW Z � & Z Uj �j Dp V N. 0 —: 0 H! W — W' — O' LLI Z Z t-D kpsi) r-v kpsi) t kpsi x mil) t-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 =A R1 = 85 R2 = 85 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. I Z Z LU J U: ' 00: CO W; CO) W; WO J; U- 12 0, HW Z � & Z Uj �j Dp V N. 0 —: 0 H! W — W' — O' LLI Z Z SeamChek v2.4 licensed to: Designs Unlimited Reg # 8109 -1456 PLAN - 2010A/2 BEAM - 2 MSTR BDRM WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 in R2= 0.7 in' D Defl <0 .01 in. Data i Beam Span 8.0 ft Reaction 1 LL 150 # Reaction 2 LL 150 # Beam Wt per ft 7.87 # Reaction 1 TL 271 # Reaction 2 TL 271 # Bm Wt Included 63 # Maximum V 271 # Max Moment 543'# Max V (Reduced) 219 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in 3) Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.02 0.01 6.39 4.38 0.40 0.27 OK OK OK OK 13% 14% 5% 4% Uniform LL: 38 Uniform TL: 60 = A Z Z �W QQ om. UO 0 C L u J � W �O. J, U. ¢. _ CY E- _ � Z H- W W' U 01 :O W W, L L 111 Z; U co); O ~' Z i (psi) r-v (psi) t (psi x mil) Fc i (psi) Base Values 850 _ 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 = A Z Z �W QQ om. UO 0 C L u J � W �O. J, U. ¢. _ CY E- _ � Z H- W W' U 01 :O W W, L L 111 Z; U co); O ~' Z ,f BeamChek v2.4 licensed to; Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 3 STAIRYWAY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.8 in' R2= 0.8 in DL Deft <0.01 in. Data Beam Span 2.0 ft Reaction 1 LL 200 # Reaction 2 LL 200 # Beam Wt per ft 7.87 # Reaction 1 TL 328 # Reaction 2 TL 328 # Bm Wt Included 16 # Maximum V 328 # Max Moment 164'# Max V (Reduced) 75 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in - ) Shear (W) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 1.93 1.50 0.10 0.07 OK OK OK OK 4% 5% 0% 0% Uniform LL: 200 Uniform TL: 320 = A R1 = 328 R2 = 328 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z • '� Z' ix - 3 U O', W= CO) LL : W O, J LL N = O. F- _ Z H . O: Z M ' 1 0— CO, Q H .W W F U' LL 0. Z; U N `. O ~' iZ "... Fb (psi) Fv (psi) L (psi x mrt) t-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 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: 200 Uniform TL: 320 = A R1 = 328 R2 = 328 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z • '� Z' ix - 3 U O', W= CO) LL : W O, J LL N = O. F- _ Z H . O: Z M ' 1 0— CO, Q H .W W F U' LL 0. Z; U N `. O ~' iZ "... I BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101-1456 PLAN - 201 0A/2 BEAM - 4 ABOVE ENTRY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x10 HF#2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.8 in 2 R2= 0.8 in DL Defl <0.01 in. Data Attribute Actual Critical Status Ratio Values Adjustmen Loads I Beam Span 6.0 ft Reaction 1 LL 188 # Reaction 2 LL 188 # Beam Wt per ft 7.87 # Reaction 1 TL 324 # Reaction 2 TL 324 # , Bm Wt Included 47 # Maximum V 324 # Max Moment 485'# Max V (Reduced) 240 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Section (in') Shear (in TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 5.71 4.81 0.30 0.20 OK OK OK OK 11% 15% 3% 3% Uniform LL: 63 Uniform TL: 100 =A RI = 324 R2 = 324 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Z iH Z� 0 N W: -J h -; 0: OC ��` CY W Z 0 Z W LL J C0 ;0 q W Li f LL 0': Z U COX 0 Z. t-b (psi) Fv (psi) F- (psi x mil) Fc-L (psi) Base Values 850 75 1.3 405, Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1,00 1.00 1.00 C1 Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 63 Uniform TL: 100 =A RI = 324 R2 = 324 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Z iH Z� 0 N W: -J h -; 0: OC ��` CY W Z 0 Z W LL J C0 ;0 q W Li f LL 0': Z U COX 0 Z. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 5 BDRM -3 WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 156 # Reaction 2 LL 156 # Beam Wt per ft 7.87 # Reaction 1 TL 270 # Reaction 2 TL 270 # Bm Wt Included 39 # Maximum V 270 # Max Moment 337'# Max V (Reduced) 187 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.97 3.73 0.25 0.17 OK OK OK OK 8% 12% 2% 2% Uniform LL: 63 Uniform TL: 100 =A 4 Z Z W' U: OOr to W W =, J � N O W J _ CY, F- _+ Z .- H O; 'Z H: � p, O to W W' (L ,. O' 11J Z� U 00 O ~� Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 63 Uniform TL: 100 =A 4 Z Z W' U: OOr to W W =, J � N O W J _ CY, F- _+ Z .- H O; 'Z H: � p, O to W W' (L ,. O' 11J Z� U 00 O ~� Z 1 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 6 BDRM -4 WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 156 # Reaction 2 LL 156 # Beam Wt per ft 7.87 # Reaction 1 TL 270 # Reaction 2 TL 270 # Bm Wt Included 39 # Maximum V 270 # Max Moment 337'# Max V (Reduced) 187 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl 1-1>1000 Section (in') Shear (in 2) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.97 3.73 0.25 0.17 OK OK OK OK 8% 12% 2% 2% Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z Z �W' QQ g Wes. L) 0. W= J �- N U- WO OC U. Q = W Z F- O: Z F- O CO W W' H V: . U- 0 111 Z U N; O Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 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: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z Z �W' QQ g Wes. L) 0. W= J �- N U- WO OC U. Q = W Z F- O: Z F- O CO W W' H V: . U- 0 111 Z U N; O Z r` < , BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 s PLAN - 2010A/2 BEAM - 7 DEN WIN HDR Prepared by: C. SWEI Date: 9/18103 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.0 in R2= 2.0 in DL Defl <0.01 in. Data i i Attributes Actual 1 Critical Status Ratio Values y Adjustments Beam Span 5.0 ft Reaction 1 LL 500 # Reaction 2 LL 500 # Beam Wt per ft 7.87 # Reaction 1 TL 820 # Reaction 2 TL 820 # Bm Wt Included 39 # Maximum V 820 # Max Moment 1025'# Max V (Reduced) 567 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 12.05 11.34 0.25 0.17 OK OK OK OK 24% 35% 6% 6% Uniform LL: 200 Uniform TL: 320 =A R1 = 820 R2 = 820 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W UO N 0 N W: W =. LL Ei LL Q _. d; H UJ Zf, Z� W ` D: U. N :O 0 1�- W W' AL 0 w Z U UY ~ O Z r-o (psi) r-v (psi) L (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 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: 200 Uniform TL: 320 =A R1 = 820 R2 = 820 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W UO N 0 N W: W =. LL Ei LL Q _. d; H UJ Zf, Z� W ` D: U. N :O 0 1�- W W' AL 0 w Z U UY ~ O Z ul'y .'J y BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 11 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 i± Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 inz R2= 0.7 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values , Ad Lustments I Beam Span 2.0 ft Reaction 1 LL 40 # Reaction 2 LL 40 # Beam Wt per ft 7.87 # Reaction 1 TL 302 # Reaction 2 TL 302 # Bm Wt Included 16 # Maximum V 302 # Max Moment 233'# Max V (Reduced) 196 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.00 <0,01 2.74 3.91 0.10 0.07 OK OK OK OK 5% 12% 1% 0% Uniform LL: 40 Uniform TL: 130 = A Point TL Distance B = 328 1.0 Pt loads R1 = 302 R2 = 302 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z H F Z W QQ �; J U. UO moo W =' N L ,W OO J LL Q' to �; H _; Z f. �.., O', Z M-- U �. ;O N : WW i=— U: L ~O. L11 Z 0 1 U Z r - a (psi) ry (psi) t (psi x mil) FC (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le.= 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 130 = A Point TL Distance B = 328 1.0 Pt loads R1 = 302 R2 = 302 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z H F Z W QQ �; J U. UO moo W =' N L ,W OO J LL Q' to �; H _; Z f. �.., O', Z M-- U �. ;O N : WW i=— U: L ~O. L11 Z 0 1 U Z I BeamChek v2.4 licensed to: Design's Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 12 Y� ENTRY HDR Prepared b C. SWEI Date: 9/18/03 p ? Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.9 in R2= 0. in DL Defl <0.01 in. Data ' Attributes �u Actual Critical Status Ratio 7.87 # Reaction 1 TL 384 # Reaction 2 TL 384 # Bm Wt Included 47 # Values ;" tti Max Moment 575'# Adjustments 285 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl Beam Span 6.0 ft Reaction 1 LL 75 # Reaction 2 LL 75 # Beam Wt per ft 7.87 # Reaction 1 TL 384 # Reaction 2 TL 384 # Bm Wt Included 47 # Maximum V 384 # Max Moment 575'# Max V (Reduced) 285 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 6.77 5.70 0.30 0.20 OK OK OK OK 14% 18% 4% 1% it t Loads R1 = 384 Uniform LL: 25 Uniform TL: 120 = A R2 = 384 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z JU UO. N W� W =' , CO) LL� 0 . u. Q: N d. F=- W Z F O. LU Z F-; W O CO C) W H tL O Z: U CO) O Z Fb (psi) Fv (psi) L (psi x mu) r - c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stabilitv 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 it t Loads R1 = 384 Uniform LL: 25 Uniform TL: 120 = A R2 = 384 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z JU UO. N W� W =' , CO) LL� 0 . u. Q: N d. F=- W Z F O. LU Z F-; W O CO C) W H tL O Z: U CO) O Z i3 4; BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 a, PLAN - 2010A/2 BEAM - 14 NOOK WIN HDR Prepared by: C. SWEI Date: 9118103 Selection F4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min B earing Area R1= 2.1 inz R2= 1.7 inz DL Defl 0.02 in Data Attributes Actual Critical Status Ratio 1 Values Adjustments Loads Beam Span 5.0 ft Reaction 1 LL 100# Reaction 2 LL 100# Beam Wt per ft 7.87 # Reaction 1 TL 837 # Reaction 2 TL 673 # Bm Wt Included 39 # Maximum V 837 # Max Moment 1399'# Max V (Reduced) 730 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in -) Shear (in z) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 16.45 14.61 0.25 0.17 OK OK OK OK 33% 45% 8% 1% Uniform LL: 40 Uniform TL: 130 =A Point TL Distance B = 820 2.0 Pt load: R1 = 837 Z H' Z �W 0 Cf) O' V) W' W =: J CO) U.; W O, Q: N d Z_..: +- O Z H: 2 5. �p ,O N, C1 H W fW' _ 0 ; U Co O ~� Z R2 = 673 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. r-o (psi) ry (psi) t (psi x mi) t-c! (psi) Base Values ,. 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 130 =A Point TL Distance B = 820 2.0 Pt load: R1 = 837 Z H' Z �W 0 Cf) O' V) W' W =: J CO) U.; W O, Q: N d Z_..: +- O Z H: 2 5. �p ,O N, C1 H W fW' _ 0 ; U Co O ~� Z R2 = 673 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. "= BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 r PLAN - 2010A/2 BEAM - 19 PORCH BEAM Prepared by: C. SWEI Date: 9/18103 ° Selection 4x 10 HF #2 Lu = 0.0 Ft :AJ Conditions NDS '91 �i ;s Min Bearing Area R1= 0.8 inz R2= 0.8 in' DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 188 # Reaction 2 LL 188 # Beam Wt per ft 7.87 # Reaction 1 TL 320 # Reaction 2 TL 320 # Bm Wt Included 39 # Maximum V 320 # Max Moment 400'# Max V (Reduced) 221 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 4.70 4.42 0.25 0.17 OK OK OK OK 9% 14% 2% 2% Uniform LL: 75 Uniform TL: 120 =A R1 = 320 R2 = 320 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z J V� U O N CO W H. CO) u.: W O; . J �a N d; W Z f ZO U �1 :0 H! W W' LL .. Z.. W N� U— O 'Z t-b (psi) ry (psi) t (psi x mil) I-c! (psi) Base Values 850 ,, 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr* Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 75 Uniform TL: 120 =A R1 = 320 R2 = 320 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z J V� U O N CO W H. CO) u.: W O; . J �a N d; W Z f ZO U �1 :0 H! W W' LL .. Z.. W N� U— O 'Z 'a w� BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 20 PORCH BEAM Prepared by: C. SWEI Date: 9/18103 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.6 in R2= 0.4 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio _ Values Values . _.._. .. Adiustments Beam Span 2.0 ft Reaction 1 LL 105 # Reaction 2 LL 85# Beam Wt per ft 7.87 # Reaction 1 TL 236 # Reaction 2 TL 171 # Bm Wt Included 16# Maximum V 236 # Max Moment 108'# Max V (Reduced) 72 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L1360 LL Actual Defl L / >1000 Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 1.27 1.45 0.10 0.07 OK OK OK OK 3% 4% 0% 0% Uniform LL: 75 Uniform TL: 120 =A Point TL Distance Par Unif LL Par Unif TL Start End B =21 1.0 40 H =130 0 1.0 Pt loads R1 = 236 R2 = 171 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z> W' J O 00 CO) 0 N W` J = 1-- W L Q . rn _ CY H. _ Z 1- O ' Z F_ 5 , D 0. ,O N W W' H 0 _ Z ui CO) O Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 75 • 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 75 Uniform TL: 120 =A Point TL Distance Par Unif LL Par Unif TL Start End B =21 1.0 40 H =130 0 1.0 Pt loads R1 = 236 R2 = 171 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z> W' J O 00 CO) 0 N W` J = 1-- W L Q . rn _ CY H. _ Z 1- O ' Z F_ 5 , D 0. ,O N W W' H 0 _ Z ui CO) O Z L. �r Cornerstone to Geotechnical, Inc. January 18, 2005 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425. 844.1977 Fax: 425. 844.1987 FILE COPY peg'; '" Mr. Jim Pitzer Pitzer Homes c/o Davis Consulting, Inc. 1201 Monster Road SW, Suite #320, Renton, WA 98055 Geotechnical Engineering Report Zieger Property Tukwila, Washington CG File No. 1798 Dear Mr. Pitzer: INTRODUCTION r-° lIEA ''' 7D F CODE C0[1/i ' LIANCE SEP - O Z005 i. CITY OF T FEB 1 0 2005 PERMIT CENTER This report presents the results of our geotechnical engineering investigation at the proposed residential project in Tukwila, Washington. The site is located at 4651 South 150` Street, as shown on the Vicinity Map in Figure 1. We understand that the City of Tukwila has required that a geotechnical engineer evaluate site conditions due to steep slopes on the site. You have requested that we complete this report to evaluate subsurface conditions and provide recommendations for site development including recommendations for handling roof downspout discharges. For our use in this report, we have been provided with an electronic version of a site plan showing the planned building footprint and existing topography. PROJECT DESCRIPTION The "L "- shaped parcel is 0.27 acres in size, with a south - facing slope on the southern third of the property. We understand that the current plan is to construct a two -story single - family residence toward the front (north) side of the site. We have not been provided with floor elevations or a grading plan. Figure 2 shows a preliminary building footprint and its relation to the slope on the southern portion of the property. r>05 oqB Z Z . v U O ND w3: J �_ CO L W O. J U. Q �d �_ Z O W 2 5 U0 'O N: W w . � V LL ~ o lil Z CO) O Z The majority of the site is flat to gently sloping and contains a southwest - facing steep slope that runs from the western property line to the south end of the property. This slope has up to 12 feet of vertical relief, and then gently slopes to the bottom of a drainage swale that extends across the southwest corner of the site. We measured cross sections, presented as Figure 5 and 6, through the planned building site, explorations and into the drainage swale. The site is vegetated with medium -sized trees and grasses on the northern portion of the site, with brush and large trees located near the south and west property line. Geology Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 11,000 years ago. Many of Cornerstone Geotechnical, Inc. ' Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 2 SCOPE Z z` The purpose of this study is to explore and characterize the subsurface conditions and present ;�- o W . U recommendations for site development. Specifically, our scope of services as outlined in our Services J v o Agreement, dated December 28, 2004, includes the following: CO W J H 1. Review available geologic maps of the site. w p 2. Explore the subsurface conditions at the site with backhoe- excavated test pits. U 3. Provide recommendations for building foundations. Q co d HW 4. Provide recommendations for site preparation and grading. ? O. 5. Provide general recommendations for site drainage, including recommendations for Z w w infiltration or dispersion of storm water from roof downspouts. v p' io N 6. Prepare a written report to document our conclusion and recommendations. o H- SITE CONDITIONS z Surface Conditions ui coi v The project site is 0.27 acres in size and has maximum dimensions of 126 feet in the east -west direction z and 150 feet in the north -south direction. The site is bordered by 150th Street South to the north, residential property to the east and a drainage swale to the south and west. A site plan of the project site is shown in Figure 2. The majority of the site is flat to gently sloping and contains a southwest - facing steep slope that runs from the western property line to the south end of the property. This slope has up to 12 feet of vertical relief, and then gently slopes to the bottom of a drainage swale that extends across the southwest corner of the site. We measured cross sections, presented as Figure 5 and 6, through the planned building site, explorations and into the drainage swale. The site is vegetated with medium -sized trees and grasses on the northern portion of the site, with brush and large trees located near the south and west property line. Geology Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 11,000 years ago. Many of Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 3 the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, much of the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. The site is shown on the Geology of the Des Moines Quadrangle, Washington by Howard H. Waldron, (USGS, 1962). The map indicates that the site soils are lacustrine silts and clays (Qic) and is on the contact with ground moraine deposits (Qgt). Ground moraines are deposited by glaciers and are composed of mostly compact unoxidized till with a discontinuous cover of sand and gravel. Our explorations encountered deposits consistent with recessional outwash (Qsr), compiled of poorly - graded sand with pebble to cobble gravel. We did not encounter any deposits consistent with lacustrine silts and clays. Explorations Subsurface conditions were explored at the site on January 5, 2005, by excavating three test pits with a backhoe. The test pits were excavated to depths of 12.0, 11.0 and 8.0 feet, respectively, below the ground surface. The explorations were located in the field by a representative from this firm who examined the soils and geologic conditions encountered, and maintained logs of the test pits. The approximate locations of the test pits are shown on the Site Plan in Figure 2. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the test pits are presented in Figure 4. Subsurface Conditions A brief description of the conditions encountered in our explorations is included below. For a more detailed description of the soils encountered, review the test pit logs in Figure 4. Test Pit 1 encountered a thin surficial layer of topsoil. The topsoil consisted of loose, dark brown silty sand with roots and gravel. tUriderlying:the topsoil, a_tluck layer :of -fill'conslsthng of brown siltysanii gravel .,roots;11uWires,3` alummum _ roofing and``other,�'debns;` :was ,;;encountered This fill layer was approximately 9.0 feet thick. Below the fill, we encountered loose to medium dense, moist, light brown medium sand with gravel and silt, interpreted as weathered recessional outwash. Test Pit 2 encountered a thin layer of topsoil consisting of brown silty sand with gravel and roots. Below i the topsoil, we encountered loose fill, consisting of dark brown silty sand with gravel. Underlying the Cornerstone Geotechnical, Inc. z 1z W W QQ JU UO WO W W J (0 LL W 0 �aJ LL Q a =w F- O z �_ W Uj � o U o �- w LL H. O ui z UN O z '� ..� .. :. :..:� ....:... • .:�.: .. ,.:_..: .. ...:..::...�.. .i..wz,. ;��.: y�.',iWr_w � viw.`t.;..;E ✓� �i:�4:w1.L:.tia.� .. �. a+ �. u.: r` is : +gid:r3:�i;t+.i�axa.:`�..: =:. .;c'..c�....s':. • t • Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 4 �$ilty s and, we „observed'a and 'Asp alrcl un Approximatel '0.5.feet m thicknesss Below - ,ve f ., ... _ . y',•. a.'�a"..,.. 'i ,. .Y. ,,sa . ,.: ;,N. ., x . ........:... t the concrete, we encountered topsoil, consisting of dark brown silty sand with gravel and roots. We w interpret this to be buried topsoil. Below the buried topsoil, we encountered a weathered zone that v consisted of a approximately 2.3 feet of loose to medium dense, d pp y dry, red -brown silty fine to medium sand U O co p with gravel. Next, we encountered loose to medium dense, brown, medium to coarse sand with gravel LU H and trace silt overlying light brown medium to coarse sand with trace gravel. These deposits, interpreted CO L W as recessional outwash, extended to 11 feet below the ground surface. �Q Test Pit 3 encountered topsoil consisting of loose, moist, dark brown silty sand with gravel and roots. = a Below the topsoil, we encountered loose, dry, brown silty sand with gravel overlying loose, dry, brown- Z H gray medium sand with trace gravel. Test Pit 3 was completed in medium dense, gray fine to medium 1-- O sand with silt seams at 8.0 feet below the ground surface. j tA: O Hydrologic Conditions o No ground water seepage was encountered in our explorations; however, perched water can occur in w uj t? areas. During the wetter times of the year, we expect perched water conditions will occur as � 0 localized Z pockets of water on top of layers of low permeable soils, such as the glacial drift that typically underlies recessional outwash or silt seams like those encountered in Test Pit 3. Perched water does not represent a O ~' Z regional ground water "table” within the upper soil horizons. Volumes of perched ground water vary depending upon the time of year and the upslope recharge conditions. Although wet conditions can exist due to perched ground water, flow volumes are expected to be low. ` GEOLOGIC HAZARDS Landslide Hazards The subject site is partially underlain by medium dense sand with gravel at moderate depths. These soils have high shear strength and high resistance against slope failures. In addition, the neighboring residences have been in place for many years, indicating that no significant slope movement has occurred for some time. The loose fill encountered near to the drainage swale does not have high shear strength. However, provided our recommendations are followed, we consider that the development proposal will result in minimal risk of soil instability. Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 5 Erosion Hazard The erosion hazard criteria used for determination of affected areas include soil type, slope gradient, vegetation cover, and ground water conditions. The erosion potential is related to vegetative cover and the specific surface soil types (group classification), which are related to the underlying geologic units. Over the majority of the site we consider the erosion hazard to be slight with vegetative cover in place and moderate when stripped of vegetation. Best management practices (BMPs) and applicable codes should be followed during site grading to limit potential for erosion. We do not expect this site will require unusual or extreme erosion management methods. Seismic Hazard The site is classified based on its overall soil profile using Table 1615.1.1 of the 2003 International Building Code (IBC). Site conditions best fit the IBC definition for Site Class D ( "Stiff soil profile "). The IBC provides parameters and coefficients to be used in seismic design based upon this site class. Additional seismic considerations include liquefaction potential and amplification of ground motions by soft soil deposits. The liquefaction potential is highest for loose sand with a high ground water table. The underlying loose to medium dense recessional outwash is considered to have a low to moderate potential for liquefaction and amplification of ground motion. We did not observe any evidence for ground water or a perched water table. Nevertheless, if these soils become saturated, the site may have increased risk of settlement during a seismic event. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site is compatible with the planned development. The foundation should extend through any topsoil, fill, loose, or disturbed soils, and bear on medium dense or better native soils, or on structural fill extending to these soils. In our Foundations subsection, we provide recommendations for overexcavation and replacement of loose soils. The project budget should include extra funds for the addition overexcavation to suitable soils. We will also need to be retained to evaluate the outwash deposit to confirm its density prior to footing form placement. Based on our observations and explorations, it is our opinion that the steep slope toward the southern end of the site consists of a fill embankment that was created through past grading activities. Provided our Cornerstone Geotechnical, Inc. Z a S Z' '~ w . U 00 00 w= CO w w 0 J CY =w z� �- 0 Z i-- w 2 �: D0 O N' 0 I-- wr w 0; _ ui P _: O Z Geotechnical Engineering Report Zeiger Property t: Tukwila Washington ' January 18, 2005 t CG File No. 1798 Page 6 recommendations are followed, it is our opinion that this slope can be exempted under TMC 18.45.060(E)(2). Structure Setback and Embedment Uncertainties related to building along the top of a drainage swale are typically addressed by the use of i building setbacks. The purpose of the setback is to establish a "buffer zone" between the structure and the top of the slope, so that ample room is allowed for normal slope recession during a reasonable life span of the structure (usually taken to be 100 years). In a general sense, a greater setback will result in a lower risk to the structure. We recommend the footings have adequate setback and embedment. The foundation should be embedded through the fill and resting on medium dense or better soils or structural fill extending to these soils. We expect at least 6 to 8 feet of overexcavation below the planned footings at the southwest corner of the planned residence. This soil should be evaluated during construction to verify bearing soils. Based on the approximate embedment shown in Cross - Section B -B', Figure 6, we expect the setback from the top of the steep slope to be adequate for the planned residence. We recommend that no excavation or stockpiling of soils occur within 5 feet of the top of slope during construction, unless reviewed and approved by the geotechnical engineer. Site Preparations and Grading .'st�st � 'of'�ite''preparatton4should:;be to st�p�:the'wegetation fill topsoil, or loose soils to expose �. .,. u. i 1 t' 6r r•1: 1ti i!' .x�`e ::�l.i;::i.'.�.: u..u::ii >di�l�i%`denseNaoy,very dense native_ soils :pavement,: and < building areas This material should be •� u: �.'. n+ aN :Jk;::..d'.s`�'•irw:`.;.:Gec.e I ........ e.....: f. �....'_ wr-;. F'a �ri:r: S�::t.. ...o.._. -. ... ..,..n... t.... r ...c.i•r'st ....'. remoYed:;,from.,.the_ site, or stockpiled for laterruse,asjandscaping •;fill. ;:The .resulhn subgrade should be tt ; •::, r : • _ . _:.,- .::.:,.,•:,. a g •. 1 +.115• k 2 u ,,� : ,h��'�' = �S;+Jat,'� Fzu�tth?t+i �• .., '. . � . .. cat .P�a�ccted t�:a:firm;ynon- 3neldmg. condition: r Areas 'observed to: pump or: weave should be repaired pridr j1~ placinghard:surfaces;'`µ ' w` " The soils likely to be exposed during construction is considered moisture sensitive, and the surface will disturb easily when wet. We expect these soils would be difficult, if not impossible, to compact to structural fill specifications in wet weather. We recommend that earthwork be conducted during the drier months. Additional expenses of wet weather or winter construction could include extra excavation and use of imported fill or rock spalls. During wet weather, alternative site preparation methods may be necessary. These methods may include utilizing a smooth - bucket trackhoe to complete site stripping and Cornerstone Geotechnical, Inc. Z a Z �1 D JU UO J � �U� w O �:3 U_ ?. N CY F w Z� F- O w Uj D o. :O N;. 0� w LL:O .. Z w O� Z Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 7 diverting construction traffic around prepared subgrades. Disturbance to the prepared subgrade may be minimized by placing a blanket of rock spalls or imported sand and gravel in traffic and roadway areas. Cutoff drains or ditches can also be helpful in reducing grading costs during the wet season. These methods can be evaluated at the time of construction. Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field- monitoring procedures would include the performance of a representative number of in -place density tests to document the attainment of the desired degree of relative compaction. Materials: Imported structural fill should consist of a good quality, free - draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3/4 -inch sieve. The on -site soils should be suitable for use as structural fill, but their use will be dependent on moisture j content control. Some drying of the native soils may be necessary in order to achieve compaction. i Y rY P During warm, sunny days this could be accomplished by spreading the material in thin lifts and i compacting. Some aeration and/or addition of moisture may also be necessary. We expect that ; compaction of the native soils to structural fill specifications would be difficult, if not impossible, during wet weather. Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. Fill el�ni�lrl 1,P r�17rPr1 in R_ +n 1 (1_innl,_ +l,inli iri�nrrr, lifln n,,.l a.nl� li� ol�n»lrl l,n arrnorl utnnl�i or,ll l,u ,z '~ w � JU UO U O CO) J F_ N U. w O. LL _. � �w 1­0 Z F_ w Do U 0— CO), w 1... U w CO , W O Z Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 8 readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Temporary and Permanent Slopes Temporary cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or ground water. It is exceedingly difficult under these variable conditions to estimate a stable temporary cut slope geometry. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations, since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and ground water conditions encountered. We anticipate temporary cuts for installation of the foundation and utilities. For planning purposes, we recommend that temporary cuts in the fill or near - surface weathered or loose soils be no greater than 1.5 Horizontal to 1 Vertical (1.5H:1V). Cuts in the medium dense or better soils may stand at a 1H:1V inclination. If ground water seepage is encountered, we would expect that flatter inclinations would be necessary. We recommend that cut slopes be protected from erosion. Measures taken may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to local and WISHA/OSHA standards. Final slope inclinations for structural fill and the cuts in the native soils should be no steeper than 2H:1 V. Lightly compacted fills or common fills should be no steeper than 3H: IV. Common fills are defined as fill material with some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it is established. Cornerstone Geotechnical, Inc. Z �W Q 2 JU UO. N 0 UJ J � N U. w O w Q' �d F =. z� 1- O Z 1-: w � o. U O N` w w �_.. U- u- ~O: w Z O ~' Z s Geotechnical Engineering Report Zeiger Property Tukwila Washington i January 18, 2005 CG File No. 1798 i Page 9 Foundations z i Conventional shallow spread foundations should be founded on undisturbed, medium dense to very u� D dense, native soils, or be supported on structural fill extending to those soils. If the soil at the planned . v v O bottom of footing elevation is not at least medium dense, it should be overexcavated to expose suitable 0 w W bearing soil, and the excavation should be filled with structural fill, or the footing may be overpoured y with extra concrete or controlled - density fill (CDF). Other options could consist of drilled piers or pin W 0 piles that extend into the underlying medium dense or better native soils. a J �a Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost _ i protection and bearing capacity considerations. Minimum foundation widths of 16 and 24 inches should ? ~ be used for continuous and isolated spread footings, respectively. Standing water should not be allowed F- O w U j to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation �o I v co: excavation prior to placing concrete. O p �. I. WW U, For foundations constructed as outlined above, we recommend an allowable design bearing pressure of F=- u_ 2,000 pounds per square foot (psf) be used for the footing design. International Building Code (IBC) N` guidelines should be followed when considering short-term transitory wind or seismic loads. Potential O foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1- Z inch total and '/s -inch differential between footings or across a distance of about 30 feet. Higher soil bearing values may be appropriate for wider footings. These higher values can be determined after a review of a specific design. Lateral loads can be resisted by friction between the foundation and subgrade soil, and by passive soil resistance acting on the below -grade portion of the foundation. For the latter, the foundation must be poured "neat" against undisturbed soil or backfilled with clean, free - draining, compacted structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. We recommend that an equivalent fluid density of 200 pounds per cubic foot (pcf) be used to calculate the allowable lateral passive resistance for the case of a level ground surface adjacent to the footing. An allowable coefficient of friction between footings and soil of 0.4 may be used, and should be applied toua the vertical dead load only. A factor of safety of 2.0 has been applied to the passive pressure to account for required movements to generate these pressures. The friction coefficient does not include a factor of� hl ; safety. Cornerstone Geotechnical, Inc. • 4 • Geotechnical Engineering Report Zeiger Property a Tukwila Washington { January 18, 2005 CG File No. 1798 Page 10 Slabs -On -Grade I Slab -on -grade areas should be prepared as recommended in the Site Preparation and Grading subsection. Slabs should be supported on medium dense to very dense native soils, or on structural fill extending to these soils. Depending on conditions encountered during excavation, structural fill or crushed rock may need to be used below slab for support. Where moisture control is a concern, we recommend that slabs be underlain by 6 inches of free - draining, coarse sand or pea gravel for use as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the capillary break. Storm Water Infiltration/Dispersion We referred to the 1998 King County Surface Water Design Manual for establishing requirements for infiltration systems at the planned single - family residences. The relevant sections of this manual for your project include Appendix C (Small Site Drainage Requirements) and Chapter 5 (Flow Control Design). The shallow soils encountered in our explorations, such as the undocumented fill and the underlying silty sand, would not meet the description of soils suitable for infiltration using a drywell or trench as defined in the King County manual. For lots smaller than 22,000 square feet with soils that are not well suited for downspout infiltration, it is our interpretation that downspout dispersion should be used on this site. Use of downspout dispersion in the manual (section 5.1.2) includes splash blocks or dispersion trenches depending on conditions at the site. The King County manual allows for splash blocks discharging to a vegetated flow path at least 50 feet in length from the downspout to the property line. However, we recommend that roof downspout flows be tightlined past the steep fill embankment and discharged into the drainage Swale. Since the distance between this recommended discharge point and the property line is less than 50 feet, the County recommends the use of downspout dispersal trenches. Downspout trenches designed as shown in the King County manual in Figure 5.01.2.A and 4.2.2.0 may be used. Copies of these figures are included as attachments to this letter. The manual recommends 10 feet of trenchline for every 700 square feet of rooftop area. Given a planned rooftop area of about 1,400 square feet, a total trench length of 20 feet would be suitable. The top of the trench should have a generally level outlet as shown. Cornerstone Geotechnical, Inc. z = Z JU UO 0 01 w= J U., w O o� U_ Q. �d = W z �.. �— O z �_' UJ w U 'O_ OH w w �Z ui U N F � O Z Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 11 If moisture control is important for the planned residence, then we recommend that footing drains be installed. If the downspout dispersal system should be placed on the downslope side of the planned residence, the footing drains are not likely to intercept a large amount of water. But they are considered cheap insurance where moisture control is a concern. Footing drains should not be allowed to be connected to downspout pipes if the site grades could allow water to back up into the footing drain. The footing drain could be connected to the downspout drain only if the surface of the dispersion trench was below the footing drain elevation. This may be feasible if the dispersal trench is placed below the steep slope area. MONITORING We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. USE OF THIS REPORT We have prepared this report for Pitzer Homes and its agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. The scope of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. Cornerstone Geotechnical, Inc. z W 2 JU UO U D. Cl) J H CO LL ,W O :. U- ¢ = a �w Z z O. U� ca w u. O w z U CO O F- z Geotechnical Engineering Report Zeiger Property Tukwila Washington January 18, 2005 CG File No. 1798 Page 12 We appreciate the opportunity to be of servimto you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Jeff Laub, LG Project Geologist A H� f� w 30538 01YAL EXPI1tES 08116Ax Rick B. Powell, PE Principal j KLA:JPL:RBP:nt 3 !. Three Copies Submitted Six Figures I Figure 5.01.2.A — 1998 King County Surface Water Design Manual i Cornerstone Geotechnical, Inc. Vicinity Map Cornerstone Phone: (425) 844 -1977 Zeiger Property Fax: (425) 844 -1987 x Geotechnical, Inc File Number Figure 17625 -130th Ave NE, C -102 - Woodinville, WA - 98072 1798 1 Z . �2 �W. rU UO U13 C O lL W O U- 0 :3 _Cf �W Z F- l— O Z 1-- w U� O N o I-- WW Z U-f' O W Z U =. O ~. Z GAS t — GAS - --i GS GZ-- c+ Reference: Site Plan Based a scanned version of an electronic site plan provided by Pitzer Homes, Inc, received January 6, 2004. 1 i �i '_---- EXi0 Vftr&VAY ow G � f + i 4 9 i; I I , I 5 Site Plan LEGEND TP -1 Number and Approximate Location of Test Pit Location of cross - section 0 30 60 Scale 1" = 30' Cornerstone Phone: (425) 844 -1977 Zeiger Property .;- Fax: (425) 844 -1987 Geotechnical, Inc File Number Figure 17625 -130th Ave NE, C -102 - Woodinville, WA - 98072 1798 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Unified Soil Classification System MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAVEL CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY-GRADED GRAVEL GRAINED MORE THAN 50% OF COARSE FRACTION GRAVEL WITH FINES GM SILTY GRAVEL SOILS RETAINED ON NO.4 SIEVE GC CLAYEY GRAVEL MORE THAN 50% RETAINED ON number 200 SIEVE SAND CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY-GRADED SAND MORE THAN 50% OF SAND COARSE FRACTION PASSES NO.4 SIEVE WITH FINES SM SILTY SAND SC CLAYEY SAND FINE - SILTAND CLAY INORGANIC ML SILT CL CLAY GRAINED LIQUID LIMIT LESS THAN 50% SOILS ORGANIC OL ORGANIC SILT, ORGANIC CLAY MORETHAN50% PASSES NO. 200 SIEV SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY LIQUID LIMIT 50% OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488 -83. 2) Soil classification using laboratory Moist- Damp, but no visible water tests is based on ASTM D 2487 -83. Wet - Visible free water or saturated, 3) Descriptions of soil density or usually soil is obtained from consistency are based on below water table interpretation of blowcount data, visual appearance of soils, and /or test data. Cornerstone Phone: (425) 844 -1977 Unified Soil Classification System Geotechnical, Inc. Fax: (425) 844-1987 17625 -130th Ave NE, C -102 • Woodinville, WA• 98072 Figure 3 Z �Z �w QQ� JU UO MO J = H C0 U. WO U_ Q Cj ) :D = CY �W Z I— !_ O Z F_ W U� 0— . 0 E_ WW H O. .. Z W co 0 F=— Z 1 ...+. �J.�1 w! °.1i.,:+ .:nl.......LSi;liA�14r2.' S ri `:'�f:1V4`� >p.�4ypk.SN)M+ ��'.SFl .Vila Leh i i 1 ' LOG OF EXPLORATION DEPTH USC SOIL DESCRIPTION TEST PIT ONE 0.0-0.2 SM DARK BROWN SILTY SAND WITH GRAVEL AND ROOTS (LOOSE, MOIST) (TOPSOIL) 0.2-9.0 SM BROWN SILTY SAND WITH GRAVEL, ROOTS, WIRES, ALUMINUM ROOFING AND DEBRIS (LOOSE, MOIST) (FILL) 9.0-12.0 SP -SM LIGHT BROWN FINE TO MEDIUM SAND WITH GRAVEL AND SILT (LOOSE TO MEDIUM DENSE, MOIST) (WEATHERED OUTWASH) SAMPLES WERE COLLECTED AT 2.0 AND 9.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED SLIGHT TEST PIT CAVING WAS ENCOUNTERED BELOW 4.0 FEET TEST PIT WAS COMPLETED AT 12.0 FEET ON 1/5/05 TEST PIT TWO 0.0-0.2 SM BROWN SILTY SAND WITH GRAVEL AND ROOTS (LOOSE, MOIST) (TOPSOIL) SM DARK BROWN SILTY SAND WITH GRAVEL (LOOSE, MOIST) (FILL) 4.0-4.5 CONCRETE AND ASPHALT CHUNKS (FILL) 4.5 -4.7 SM DARK BROWN SILTY SAND WITH GRAVEL AND ROOTS (LOOSE, DRY) (BURIED TOPSOIL) 4.7 -7.0 SM RED -BROWN SILTY FINE TO MEDIUM SAND WITH TRACE GRAVEL (LOOSE TO MEDIUM DENSE, DRY) (WEATHERED OUTWASH) 7.0-10.0 SP -SM BROWN FINE TO MEDIUM SAND WITH GRAVEL AND SILT (LOOSE TO MEDIUM DENSE, DRY) (WEATHERED OUTWASH) 10.0-11.0 SP -SM LIGHT BROWN FINE TO MEDIUM SAND WITH SILT AND TRACE GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (RECESSIONAL OUTWASH) SAMPLES WERE COLLECTED AT 6.0 TO 11.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 11.0 FEET ON 1/5/05 TEST PIT THREE 0.0-1.0 SM DARK BROWN SILTY SAND WITH GRAVEL AND ROOTS (LOOSE, DRY) (TOPSOIL) 1.0-3.0 SM BROWN SILTY SAND WITH GRAVEL AND ROOTS (LOOSE, DRY) (WEATHERED OUTWASH) 3.0-5.5 SP BROWN -GRAY MEDIUM SAND WITH TRACE GRAVEL (LOOSE TO MEDIUM DENSE, DRY) (RECESSIONAL OUTWASH) 5.5-8.0 SP /ML GRAY FINE TO MEDIUM SAND WITH SILT SEAMS (MEDIUM DENSE, MOIST) (RECESSIONAL OUTWASH) SAMPLES WERE COLLECTED AT 5.0 AND 8.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 8.0 FEET ON 1/5/05 CORNERSTONE GEOTECHNICAL, INC. FILE NO 1798 FIGURE 4 Z �Z � W� J U: 0 N O W= J f.. N U_. WO u- Q N d I _. Z f-. F- O Z F- ? p, O co, D I- : W X 01 iL O til Z U— O Z CROSS - SECTION A -A' 100 Planned Residence 100 95 95 90 - -- Fill 90 85 �P t d Outwash ? 85 80 eastward) TP -2 Fill 80 (projected ? ........ 75 75 eastward) TP - 70 Outwash 70 65 65 0 20 40 ; Scale 1" = 20' aference: Cross - section based on ;Id exploration, measurements id electronic site plan for Pitzer Ames, Inc, received January 6, )04. _,�._ —._... �..... 7....0....>.... i;l�':s*_ =.�::; r )SS- SECTION B-B' Project number CODE COi i..i.E`-3.N4"E- ':r""".. ,-;". SEP -- 0 ?-605 Design Unlimited Plan 2010 A/2 ,1 Client / Project Scope of work Description 04-389 sheet 1 of 35 Plan date 7/04 Plan revision date Calculations date 8/04 Calculation revision date Lateral Design ( Seismic Design based on 98005 Zip Code) Calculation Construction Technologies Jan V. Rohlik P.E. 11661 S.E. First Street, Suite # 204 Bellevue, WA 98005 425 - 450 — 0454 Phone 425 - 450 — 0507 Fax CITY 01: T � /�q FEB 10 ZooS P ERMIT CENr .? .' �• i'�i /A��A 1 fit•, ' ` -'- �� ?'.�� Gi ,�/� IRE y Kilc'��V � �•.,.4..! Note These calculations were prepared for the above client and specifically for this project. Project location shall be describe by the address or specific plat - lot number. Calculations shall match project location as well as the plan date as shown above with date on the plans. Construction Technologies specifically reserves the right to review and approve of each individual site ( by written letter, signed and sealed with wet stamp) upon which the plan is to be applied and does not warrant the design without such individual site review and approval. The calculations are not valid without an original wet stamp signed in blue Ink. Construction Technologies has been retained to provide engineering and design for the specific items as indicated within these calculations. No other areas of the structure have been investigated nor are their suitability implied by the work contained herein. Dos o�8 RM COPY z �_ 00: w 0 w = W U W O u. Q C d; = Z F.. O 2 D' D0. .0 �'. U- O: Ll.l Z Z v NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.,, 1 "F NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.,, I = D M b O 0 D G� rn - u� •y3 �3 �1 a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE. QUALITY OF THE DOCUMENT. mil r 4 LATERAL DESIGN ASSUMPTIONS LIGHT FRAME RESIDENTIAL STRUCTURE LOAD CARRYING SYSTEM S EXTERIOR AND INTERIOR WALLS WITH HEADERS AND MISC. BEAMS EXTERIOR AND INTERIOR CONCRETE FOUNDATION WALL AND FOOTINGS j WITH INTERIOR CONCRETE PADS AND OR FOOTINGS i LATERAL RESISTING SYSTEM EXTERIOR AND INTERIOR SHEAR WALLS ROOF TRUSSES OR 2x RAFTERS MAXIMUM STRUCTURE HEIGHT FRONT ELEV. 27.10 FT LEFT SIDE ELEV. 27.10 FT RIGHT SIDE ELEV. 27.10 FT BACK ELEV. 27.10 FT PONY WALLS NO PONY WALLS ASSUMED 27.10 i FRONT ELEV. 0.00 FT LEFT SIDE ELEV, 0.00 FT RIGHT SIDE ELEV. 0.00 FT BACK ELEV. 0.00 FT f UPPER FLOOR EXT. AND INTER. WALLS PLATE HIGH 8.10 FT MAIN FLOOR EXT. AND INTER. WALLS PLATE HIGH 9.00 FT j AVERAGE HEIGHT OF STRUCTURE 27.10 FT MEAN ROOF HT 26,00 FT TOTAL HT TO TOP PLATE UPPER FLOOR 18 .10 FT TOTAL HT TO TOP PLATE MAIN FLOOR i - 9.50 FT f. t' MAX ROOF PROJECTION 9.00 FT MEAN ROOF PROJECTION 4 .00 FT ROOF DEAD LOAD Shakes,Plywood,Rafters 8.00 SF ROOF DEAD LOAD Clg JoisLGW8 CIg,Misc 7.00 SF f TOTAL ROOF LOAD 15.00 SF L ROOF SLOPE 6 12 ROOF ADJ FOR SLOPE 15.94 SF ROOF SNOW LOAD ( INCLUDED (@ SEISMIC CALCS) 0,00 SF TOTAL ROOF DL ( ROOF ADJ FOR SLOPE) 15.94 SF FLOOR DEAD LOAD 15.00 SF EXTERIOR WALL DEAD LOAD 12.00 SF INTERIOR WALL DEAD LOAD 10.00 SF ROOF AREA WITH OVERHANG 1288.0 SF MAIN FLOOR AREA WITH LOW ROOF 1198.0 SF GARAGE Included above 0.0 SF SEISMIC FORCE TRIB TO ROOF PLATE 8.33 KIPS SEISMIC FORCE TRIB TO FLOOR PLATE 5.09 KIPS SEISMIC INERTIA TO ROOF PLATE 6.47 PSF SEISMIC INERTIA TO FLOOR PLATE 4.25 PSF SEISMIC INERTIA TO ROOF DIAPH. 6.47 PSF SEISMIC INERTIA TO FLOOR DIAPH. 7.83 PSF Maxim Roof Projection = 27' -0" WIND LOAD TO ROOF PLATE End Zone 130.50 PLF WIND LOAD TO FLOOR PLATE End Zone 136.80 PLF Maxim Roof Projection = 27' -0" WIND LOAD TO ROOF PLATE InterlorZone 130.50 PLF WIND LOAD TO FLOOR PLATE InterlorZone 98.80 PLF Maxim Roof Projection = 28' -0" WIND LOAD TO ROOF PLATE End Zone 100.50 PLF WIND LOAD TO FLOOR PLATE End Zone 136.80 PLF Maxim Roof Projection = 28' -0" WIND LOAD TO ROOF PLATE InterlorZone 100.50 PLF WIND LOAD TO FLOOR PLATE InterforZone 98.80 PLF I s i i i t z Z � W' J U> U O N D: N W; W =; J � CO) U. Q �.. W Z F- O : Z F 2 5 U CO 0 CO W w U _ 0.; 11J Z! U co); O Z F" ` LATERAL DESIGN WIND DESIGN EXPOSURE : "B" MWFRS wind force loading diagram IBC flg.1609.6.2.1 WIND SPEED: per fig 1609 V( 3s) = 85 3-second gust wind speed( mph) = Use Vfm = 85 mph Use IBC 2003 1609.6 Simplifled wind load method Ps = I'Iw' Ps30 Where I = 1.0 exp B - Adj.Factor for height and exposure Table 1609.6.2.1.(4) Iw=1.0 Importance factor from section 1609.5 - building category II ps30 = Simplified design wind presure for exp B at h =30ft from table 1609.6.2.1.(1) IBC 2003 Table 1609.6.2.1. 1 A 14.40 14.40 ZONES Case 1 I Case 2 Building Geometry Roof rise Load case Horizontal Pressures Vertical Pressures Height = Overhan s In 12 „ MIn.Horiz A 11.50 B •5.90 C 7.60 D -3.50 E -13.80 F -7.80 G -9.60 H -6.10 Eoh -19.30 Goh -15.10 Flat 1 2 1 12.90 •5.40 8.60 -3.10 -13 80 -8.40 -9.60 -6.50 -19.30 -15.10 3 1 14.40 4.80 9.60 -2.70 -13.80 .9.00 •9.60 .6.90 •19.30 -15.10 4 1 15.90 -4.20 10.60 -2.30 -13.80 •9.60 -9.60 -7.30 -19.30 -15.10 10.40 16.40 17.22 17.88 1 14.40 2.30 10.40 2.40 -6.40 -8.70 -4.60 -7.00 -11.90 •10.10 6 2 -2.40 -4.70 0.70 -3.00 1 12.80 8.80 10.20 7.00 1.00 -7.80 0.30 - 6.70 -4.50 •5.20 7 To 12 2 12.90 8.80 10.20 7.00 5.00 -3.90 4.30 -2.80 -4.50 -5.20 A 14.40 14.40 Note: Hor. Force Comp. Acting In minus X direction ...consider to be "0" Case 1 I Case 2 Building Geometry 2.30 End Zone P roof P roof Height = 27.10 Ft 10.84 "= h'0.4" MIn.Horiz 28.00 Horiz. width = 28.00 Ft 2.80 "= w•0.1" 4% = 1.12 Horiz.Length = 46.00 Ft 4.60 "= L "0.1" Min 3' -0" 3.00 Roof slope = 6 :12 2.80 "= Min End Zone" Design End Zone 17.40 Main floor Plate Ht = 9.0 Ft Max Structure Ht 27.10 Ft 0.00 Upper floor Plate Ht = 8.1 Ft Max Walls Ht 18.10 Ft 14.00 Rims depth 1.0 Ft Roof Mean Ht 22.60 Ft 14.40 19.70 Main Roof Projection = 9.0 Ft 10.40 16.40 Interior Zone - Horiz. Pressure Pwall . A 14.40 14.40 Note: Hor. Force Comp. Acting In minus X direction ...consider to be "0" Case 1 I Case 2 B 2.30 2.30 P roof P roof C 10.40 10.40 Ht =30' Hl =35' D 2.40 2.40 12.75 10.40 8.40 E -6.40 •2.40 0.00 0.00 F -8.70 -4.70 17.40 9.40 G 4.60 -0.70 0.00 0.00 H -7.00 •3.00 14.00 6.00 case 1 Ht =35' Ht =40' 14.40 19.70 20.69 End Zone - Horiz Pressure 10.40 16.40 Interior Zone - Horiz. Pressure Pwall . P roof P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Ht =35' Hl =40' 14.40 19.70 20.69 21.47 10.40 16.40 17.22 17.88 Zone Tabulated Pressure Horiz.Component Note: Hor. Force Comp. Acting In minus X direction ...consider to be "0" Case 1 I Case 2 lCas e 1 Case 2 Zone - Horiz Pressure End Zone - Horiz Pressure I Interior Zone - Horiz. Pressure I Interior Zone - Horiz. Pressure I Pwall P roof P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Hl =35' Ht =40' 14.40 11.70 12.29 12.75 10.40 8.40 8.82 9.16 GOVERNING CASE USE FOR DESIGN End Zone - Horiz Pressure PSF Interior Zone - Horiz. Pressure PSF Pwall P roof P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Ht =35' Ht =40' 14.40 19.70 20.69 21.47 10.40 16.40 17.22 17.86 5.60 Ft s i i i Z J U UO CO W = CO LL,, WO U. Q; C 0: H W. Z� Z0 0 E - . W W, 2 O: Z W U_ Z For Structures meeting design criteria as specified by IBC 2003 - 1609.6 use horizontal pressures for MWFRS P Ps = I •Iw • Ps30 IBC 2003 - EQ 16.34 t Maxim Roof Projection = 27' -0" End zones I MAX PROJECTED HT OF THE STRUCTURE 27 FT f MEAN ROOF HT (Zones E,F,G and H - Pres. = 0) MAX PROJECTED HT OF THE ROOF TRIB. HT TO ROOF PLATE 2.42 PSF = Ill 0 FT @ h2 9 FT @ h3 4.05 FT 14,40 PSF = h4 0 FT 40,5 PLF j TOTAL UNIFORM LOAD TO ROOF PLATE i 0.00 PLF j TRIB. HT TO FLOOR PLATE h1 OFT @, h2 5 FT @ h3 4.5 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 72.00 PLF TRIB. HT TO LOWER PLATE 14.40 PSF = h1 0 FT @ h2 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE Maxim Roof Projection = 27' -0" Interior zones MAX PROJECTED HT OF THE STRUCTURE Governing Wind Pressure MEAN ROOF HT 136.80 PLF MAX PROJECTED HT OF THE ROOF 0.00 PLF TRIB, HT TO ROOF PLATE 14.40 PSF = h1 0 FT @ h2 9 FT @ h3 4.05 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO ROOF PLATE TRIB, HT TO FLOOR PLATE 27 FT hi 0 FT @ h2 5 FT @ h3 4.5 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 21.60 PLF TRIB. HT TO LOWER PLATE 10,40 PSF = h1 0 FT @ h2 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE i 27 FT Min Pressure per sec 1609.6.2.1.1. 27 FT (Zones E,F,G and H - Pres. = 0) 9.00 FT Use P = 10 psf 2.42 PSF = 0.00 PLF 0 PLF 2.30 PSF = 20.70 PLF 90 PLF 14,40 PSF = 58.32 PLF 40,5 PLF 14.40 PSF = 0.00 PLF 0 PLF 79.02 PLF 130.50 PLF Governing Wind Pressure 130.50 PLF 14.40 PSF = 0.00 PLF 0 PLF 14.40 PSF = 72.00 PLF 50 PLF 14.40 PSF = 64.80 PLF 45 PLF 14.40 PSF = 0.00 PLF 0 PLF 136.80 PLF 95.00 PLF Governing Wind Pressure 136.80 PLF 14.40 PSF = 0.00 PLF 0 PLF 14.40 PSF = 0.00 PLF 0 PLF 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF 27 FT Min Pressure per sec 1609.6.2.1.1. 27 FT (Zones E,F,G and H - Pres. = 0) 9.00 FT Use P =10 psf 2.52 PSF = 0.00 PLF 0 PLF 2.40 PSF = 21.60 PLF 90 PLF 10,40 PSF = 42.12 PLF 40.5 PLF 10,40 PSF = 0.00 PLF 0 PLF 63.72 PLF 130.50 PLF Governing Wind Pressure 130,50 PLF 10.40 PSF = 0.00 PLF 0 PLF 10.40 PSF = 52.00 PLF 50 PLF 10.40 PSF = 46.80 PLF 45 PLF 10.40 PSF = 0.00 PLF 0 PLF 98.80 PLF 95.00 PLF Governing Wind Pressure 98.80 PLF 10.40 PSF = 0.00 PLF 0 PLF 10.40 PSF = 0.00 PLF 0 PLF 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF �i Z. . Q � Z , �W W D UO N W =I J � CO) LL W O: - U.. Q. co H W Z� O Z H' O _ ( �J" Q. 111 Z C.) O Z I or Maxim Roof Pro ection = 28' -0" End zones MAX PROJECTED HT OF THE STRUCTURE 25 MEAN ROOF HT FT MAX PROJECTED HT OF THE ROOF FT TRIB. HT TO ROOF PLATE 2.30 Ill 0 FT @ h2 6 FT @ h3 4.05 FT @ 114 0 FT @ TOTAL UNIFORM LOAD TO ROOF PLATE PSF = TRIB. HT TO FLOOR PLATE PSF = ht 0 FT @ h2 5 FT @ h3 4.5 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE PSF = TRIB. HT TO LOWER PLATE 14.40 h1 0 FT @ 112 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE PLF Maxim Roof Projection = 28' -0" Interior zones MAX PROJECTED HT OF THE STRUCTURE 52.00 MEAN ROOF HT 10.40 MAX PROJECTED HT OF THE ROOF PSF = TRIB. HT TO ROOF PLATE 14.40 h1 0 FT @ h2 6 FT @ h3 4.05 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO ROOF PLATE TRIB. HT TO FLOOR PLATE 10.40 h1 0 FT @ h2 5 FT @ h3 4.5 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 TRIB. HT TO LOWER PLATE h1 0 FT @ h2 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 28 FT 25 FT FT 6.00 FT 6.00 2.30 PSF = 0.00 PLF 2.30 PSF = 13.80 PLF 14.40 PSF = 58.32 PLF 14.40 PSF = 0.00 PLF PSF = 42.12 72.12 PLF 10.40 Governing Wind Pressure 0.00 14.40 PSF = 0.00 PLF 14.40 PSF = 72.00 PLF 14.40 PSF = 64.80 PLF 14.40 PSF = 0.00 PLF PLF 10.40 136.80 PLF 52.00 Governing Wind Pressure 10.40 14.40 PSF = 0.00 PLF 14.40 PSF = 0.00 PLF PLF 0.00 PLF 98.80 Governing Wind Pressure 28 FT 25 FT 6.00 FT 2.40 PSF = 0.00 PLF 2.40 PSF = 14.40 PLF 10.40 PSF = 42.12 PLF 10.40 PSF = 0.00 PLF 56.52 PLF Governing Wind Pressure 10.40 PSF = 0.00 PLF 10.40 PSF = 52.00 PLF 10.40 PSF = 46.80 PLF 10.40 PSF = 0.00 PLF 98.80 PLF Governing Wind Pressure 10.40 PSF = 0.00 PLF 10.40 PSF = 0.00 PLF 0.00 PLF Governing Wind Pressure q Min Pressure per sec 1609.6.2.1.1 (Zones E,F,G and H - Pres, = 0) Use P = 10 psf 0 PLF 60 PLF 40.5 PLF 0 PLF 100.50 PLF 100.50 PLF 0 PLF 50 PLF 45 PLF 0 PLF 95.00 PLF 136.80 PLF 0 PLF 0 PLF 0.00 PLF 0.00 PLF Min Pressure per sec 1609.6.2.1.1. (Zones E,F,G and H - Pres. = 0) Use P = 10 psf 0 PLF 60 PLF 40.5 PLF 0 PLF 100.50 PLF 100.50 PLF 0 PLF 50 PLF 45 PLF 0 PLF 95.00 PLF 98.80 PLF 0 PLF 0 PLF 0.00 PLF 0.00 PLF Z ZI W g. U U O' CO 13' N W; H CO) U. W O. J'. LLa N = 2 d . F. W _; ? 1-0 Z ice W Wi Dp io U. _O W Z V ca Z S E I S M I C Building Category 11 Seismic Imp Fact I Seismic category I R - factor 6.5 Sd (work sheet) 1.003 Overstrenght Fac. 3 Sol[ class D Seismic Use Group D Seismic Coeff. 0.1642 WHERE Wt = W(ROOF) + W(FLOOR) SEISMIC LOADS PSF ROOF (SNOW) 15.94 (WHERE APPLICABLE) FLOOR 15.00 EXT. WALL 12.00 INT. WALL 10.00 1) LOAD TRIBUTARY TO ROOF PLATE LOAD WIDTH LENGTH LOAD KIPS ROOF 15.94 28.00 46.00 20.54 ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 ROOF OVERH 15.94 160.00 1.50 3.83 EXT.WALL 12.00 4.05 148.00 7.19 EXT.WALL 12.00 4.05 0.00 0.00 EXT.WALL 12.00 4.05 0.00 0.00 EXT.WALL 12.00 4.05 0.00 0.00 INTMALL 10.00 4.05 214.00 8.67 TOTAL ROOF PLATE 40.22 2) LOAD TRIBUTARY TO FLOOR PLATE LOAD WIDTH LENGTH LOAD KIPS LOW ROOF 15.94 10.00 5.00 0.80 LOW ROOF 15.94 0.00 0.00 0.00 LOW ROOF 15.94 0.00 0.00 0.00 LOW ROOF 15.94 0.00 0.00 0.00 FLOOR 15.00 28.00 46.00 19.32 FLOOR 15.00 -20.00 7.00 -2.10 FLOOR 15.00 0.00 0.00 0.00 FLOOR 15.00 0.00 0.00 0.00 EXT.WALL 12.00 9.00 148.00 15.98 EXT.WALL 12.00 4.00 0.00 0.00 EXT.WALL 12.00 6.50 0.00 0.00 INTMALL 10.00 4.00 214.00 8.56 INT.WALL 10.00 4.50 94.00 4.23 TOTAL FLOOR PLATE 46.79 9 4. • .z Z� =Y Q 0 O: CO) (1) uj W 0 ,W LL CY: TV 11-- 0 � W ,O 50), IM Uj i x Z IOU •0 'Z 3) BASE SHEAR Vb = BASE SHEAR COEFFICIENT ' W(ROOF)' W(FLOOR) Vb= 0.154 40.22 46.79 Vb= 13.42 KIPS ti{ t� 3 4) STORY SHEAR = Fx ;? PLATE-HT WI HT • WI Story Force Story Force Diaphragm Force Diaphragm as [ Ft) [ KIPS J [ K -FT I Fx Coefficient. [ KIPS J Fpx Coef. i 18.10 40.22 728.03 8.33 0.21 8.33 0.21 9.50 46.79 444.52 5.09 0.11 7.22 0.20 87.01 1172.55 13.42 15.55 ' 5) ROOF DIAPHRAGM SHEAR = Fpx ( using Story Coef.) Sd 1 W x Force Kips 1 area Em Inertia PSF s Design 0.2 Sd•I'Wpx 1.00 1.00 40.2 8.07 6.26 I MIn Fpx Fx coef.•Wpx 40.2 8.33 6.47 Max Design 0.4 Sd•1•W x 1.00 1.00 40.2 16.14 12.53 1 Fx =Governing 8.33 6.47 6) FLOOR DIAPHRAGM SHEAR = Fpx ( using Story Coef. ) Sd I W x Force Kips / area Em Inertia PSF Min Design 0.2 Sd•I*Wpx 1.00 1.00 46.8 9.39 7.83 1 Fpx Fx coef.*Wpx 46.8 9.39 7.83 Max Design 0.4 Sd•I•W x 1.00 1.00 46.8 18.77 15.67 Fx = Governing 9.39 7.83 EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS SEISMIC FORCE -ROOF LEVEL 8.33 KIPS SEISMIC FORCE - FLOOR LEVEL 9.39 KIPS WIDTH OF STRC.@ ROOF PLATE N- S 50.00 FT WIDTH OF STRC.@ ROOF PLATE W- E 50.00 FT WIDTH OF STRC.@ FLOOR PLATE N- S 50.00 FT WIDTH OF STRC.@ FLOOR PLATE W- E 50.00 .FT SEISM FAC.E'0.7 WIND 'UNIFORM LOAD ROOF PLATE N -S. Wn -s 166.6 116.6 130.50 } UNIFORM LOAD ROOF PLATE W -E We -w 166.6 116.6 130.50 UNIFORM LOAD FLOOR PLATE N -S Wn -s. FL 187.7 131.4 136.80 UNIFORM LOAD FLOOR PLATE W -E We -w 187.7 131.4 136.80 WIND GOVERNS YES/ NO ROOF 130.5 PLF FLOOR 136.8 PLF SEISMIC GOVERNS YES/ NO ROOF 116.6 PLF MAX FLOOR i s 131.4 PLF MAX ROOF UNIFORM LOAD RATIO SEISMIC TO WIND N -S 0.89 Max Wn -s 130.5 PLF RATIO SEISMIC TO WIND W -E 0.89 Max Ww -e 130.5 PLF BASE SEISMIC LOAD N -S 248.0 Max Wn -s 267.3 PLF BASE WIND LOAD N -S 267.3 BASE SEISMIC LOAD W -E 248.0 Max Ww -e 267.3 PLF BASE WIND LOAD W -E 267.3 BASE UNIFORM LOAD RATIO SEISMIC TO WIND N -S 0.93 RATIO SEISMIC TO WIND W -E 0.93 Z Z'. � W •. J U UO W =, J � N U_ W O W Q. N d! = W Z� H O Z 1'-; � p ON W W: H O Z: U =. Z Uniform Loads to Roof pla te N- S Trib. L Seis. Inertia Seismic load PLF Wind Load 46 6.47 w1 = 298 101.00 Uniform Loads to Roof plate W -E Trib. L Seis. Inertia Seismic load PLF Wind Load 28 6.47 w1 = 181 130.50 Uniform Loads to Floor pla te N- S SHEAR WALL Trib. L Seis. Inertia Seismic load PLF Wind Load 45 4.25 w1 = 191 136.80 Uniform Loads to Floor Dia h. N- S DIAPH. Trib. L Seis. Inertia Seismic load PLF 45 7.83 w1 = 28 7.83 w2 = 353 219 Uniform Loads to Floor plate ]W -E SHEAR WALL Trib. L Seis. Inertia Seismic load PLF Wind Load 28 4.25 w1 = 119 136.80 Uniform Loads to Floor Dia h. W -E DIAPH. Trib. L Seis. Inertia Seismic load PLF 28 7.83 w1 = 20 7.83 w2 = 219 157 f 1 i j c i �d Z Z . Z. �W D U' UO mo o` (n LU W =: J � 1 LL J� LL Q. N D. Z d F- W Z F-, D U� O N = W' LIL - O' W Z F II� 33 I 0 Z64+ 1 7 1 - Z Y 13+v 5So I� 9 2 O 2( L—c NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 7 v Z` Zi �W W D, JU. . L) 0: w= J H, .CO) LL :. W O� J. D W F— _, �., 0 Z I—. O N, ZI F— W W' F=— U O; Z; U co), O Z SEISMIC NORTH SOUTH DIRECTION 1 DIST -CUCL ROOF FORCE TOT L DIST -CULL FLOOR FORCE TOT L FROM TO CL FROM TO CL s 3 CLA 4618.0 46 FLOOR ' 28 CLC 4618.0 46 FROM TO ? 0 CLA s 6530.0 46 1720.0 20 CLB 2674.0 20 16 CL2 j 8 CLC 5382.0 20 WIND NORTH SOUTH DIRECTION DIST -CUCL ROOF FORCE DIST -CUCL FLOOR FROM TO CL CL5 /CL6 FROM TO CL CLA 1615.0 46 28 CLC ; 1615.0 46 0 0 CLA 2985.0 46 0 20 CLB 1920.0 20 0 8 CLC 2170.0 20 0 SEISMIC WEST EAST DIRECTION DIST - CUCL ROOF FORCE DIST -CUCL FLOOR FORCE FROM TO CL DIST -CUCL FROM TO CL FROM TO CL 0 CL1 1720.0 28 0 CL1 4977.0 28 16 CL2 2896.0 28 24 CL3 7831.0 20 16 CL4 2368.0 28 22 CL5 /CL6 4154.0 20 WIND WEST EAST DIRECTION DIST -CUCL ROOF FORCE DIST -CUCL FLOOR FORCE FROM TO CL FROM TO CL CL1 1250.0 28 CL1 4977.0 28 16 CL2 2100.0 28 24 CL3 3608.0 20 16 CL4 1970.0 28 22 CL5 /CL6 4154.0 20 14 CL5 1120.0 20 t Z W� JU UO co 0 W= J �— , co) LL WO (L Q: N d = Z �. F— 6 Z Ui =;. Da ;O N A W co) O Z N - 5 DIRECTION SEISMIC ROOF ROOF FLOOR FLOOR FLOOR CLA CLC CLA CLB CLC HOLDOWN FORC T MAX 1 -579 -753 -924 -145 791 U S E - HOLDOWN Holdown Type OV" . pv/ i SHEAR v not fact'd 139.9 124.8 171.8 140.7 215.3 SHEAR (E/1.4) v max 100.0 89.2 122.7 100.5 153.8 REDUND.FACTOF 1.001 100 123 1,01. 154 r �" 1 SHEAR WALL TYPE P1 -6 f P1 -6 P1 -61 P1 -6 NOTES: L •` _. Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin'hmax'((Vmaxl.4)•1 /L) RM - ((0.5•(Lm1n ^2)'hmax•DLWALL)) DOTM - OTM- ((RMDL +RMRDL +RMFDL)•(0.9)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR VmaxlfOT L I WORKING STRESS VALUE SHEAR WALL = Vmax/1.4 *TOTAL L MAX TOT.SHEAR Vmax 4618 4618 6530 2674 5382 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8.1 L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 12.0 DL FLR 15.0 15.0 15.0 15.0 15.0 OL ROOF 15.9 15.9 15.9 15.9 15,9 T.W.FLR 0.0 0.0 110 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0.0 0.0 WALLS LENGTH L1 16.0 20.0 38.0 19.0 16.0 L2 17.0 17.0 0.0 0.0 9.0 L3 0.0 0.0 0.0 0.0 0.0 L4 0.0 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 0.0 OVERTURNING TOT L 33.0 37.0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 't O.T.M. 12954.4 12276.0 37780.7 15471.0 11209.9 R.M. WDL 12441.6 14045.4 70178.4 17544.6 3936.6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 9263.7 - 12806.1 - 35126.8 - 2755.9 7120.2 C=T r� N - 5 DIRECTION SEISMIC ROOF ROOF FLOOR FLOOR FLOOR CLA CLC CLA CLB CLC HOLDOWN FORC T MAX 1 -579 -753 -924 -145 791 U S E - HOLDOWN Holdown Type OV" . pv/ i SHEAR v not fact'd 139.9 124.8 171.8 140.7 215.3 SHEAR (E/1.4) v max 100.0 89.2 122.7 100.5 153.8 REDUND.FACTOF 1.001 100 123 1,01. 154 r �" 1 SHEAR WALL TYPE P1 -6 f P1 -6 P1 -61 P1 -6 NOTES: L •` _. Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin'hmax'((Vmaxl.4)•1 /L) RM - ((0.5•(Lm1n ^2)'hmax•DLWALL)) DOTM - OTM- ((RMDL +RMRDL +RMFDL)•(0.9)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR VmaxlfOT L I WORKING STRESS VALUE SHEAR WALL = Vmax/1.4 *TOTAL L MAX TOT.SHEAR Vmax 4618 4618 6530 2674 5382 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8.1 L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 12.0 DL FLR 15.0 15.0 15.0 15.0 15.0 OL ROOF 15.9 15.9 15.9 15.9 15,9 T.W.FLR 0.0 0.0 110 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0.0 0.0 WALLS LENGTH L1 16.0 20.0 38.0 19.0 16.0 L2 17.0 17.0 0.0 0.0 9.0 L3 0.0 0.0 0.0 0.0 0.0 L4 0.0 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 0.0 OVERTURNING TOT L 33.0 37.0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 't O.T.M. 12954.4 12276.0 37780.7 15471.0 11209.9 R.M. WDL 12441.6 14045.4 70178.4 17544.6 3936.6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 9263.7 - 12806.1 - 35126.8 - 2755.9 7120.2 C=T Z a � 'J U: 001 N � W= J CO) LL J LL Q co) Z H: O Z H1 O N W W' H V` u- ~. lui z' U =, O ~: Z -579.0 -753.3 -924.4 -145.0 791.1 Z a � 'J U: 001 N � W= J CO) LL J LL Q co) Z H: O Z H1 O N W W' H V` u- ~. lui z' U =, O ~: Z at N - S DIRECTION WIND �i ROOF ROOF CLA CLC HOLDOWN FORC DESIGN T 1 -637 Vmax 1615.0 1615.0 365 -745 -792 104 hmax 8.1 8.1 U S E - HOLDOWN TYPE J 8.1 � L SHEAR v max 49 37.0 38.0 19.0 87 44 79 101 12.0 12.0 12.0 SHEAR WALL TYPE P1 -6 P1 -6 P1 -6 P1 -6 P1 -6 w / Wlnd 40% Incr. P1 -6 P1 -6 P1.6 P1.6 P1 -6 NOTES: " Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS, 15.9 15.9 15.9 hmax - WALL PLATE HEIGHT T.W.FLR 0,0 0.0 L. TOTAL WALL LENGTH (Li ..... L6) 1.0 1.0 T.W.ROOF WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL 6.0 0.0 0.0 Lmin - WALL UNDER CONSIDERATION L1 16.0 20.0 38.0 OTM - Lmin'hmax'((Vma)'1 /L) 16.0 WALLS LENGTH L2 RM ((0.5'(LminA2)'hmax'DLWALL)) 17.0 0.0 0.0 9.0 DOTM - OTM- ((RMDL +RMRDL +RMFDL)•(0.67)) L3 0.0 0.0 0.0 C =T - DOTM/Lmin 0.0 L4 0.0 HOLDOWN FORCE (C =T) 0.0 0.0 0.0 UNIT SHEAR Vmax/TOT L 0.0 0.0 0.0 0.0 FLOOR FLOOR FLO CLA CLB c MAX TOT.SHEAR Vmax 1615.0 1615.0 2985.0 1920.0 2170.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8 L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 12.0 DL FLR 15.0 15.0 15.0 15.0 15.0 DL ROOF 15,9 15.9 15.9 15.9 15.9 T.W.FLR 0,0 0.0 1.0 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0.0 0.0 L1 16.0 20.0 38.0 19.0 16.0 WALLS LENGTH L2 17.0 17.0 0.0 0.0 9.0 L3 0.0 0.0 0.0 0.0 0.0 L4 0.0 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 0.0 OVERTURNING TOT L 33.0 37.0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 O.TAA. 6342.5 6010.4 24178.5 15552.0 6327.7 R.M. WDL 12441.6 14045.4 70178.4 17544.6 3936.6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 10197.6 - 12661.9 - 30097.1 1983.1 3283.2 C=T -637.4 -744.8 -792.0 104.4 364.8 1(te9 Z Z` � q W W � J U. U Q: W I. W U. co a _ d.. �W Z H 4- O Z I- o w , ci O o W W U- ~ Zi W i 0 Z CHECK REDUNDANCY FACTOR NORTH SOUTH DIRECTION MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q <= 1.0 V story 13.42 KIPS AREA FLOOR 1198.00 SF Vumax 775.31 PLF MAX ACTUAL WALL SHEAR 215.00 PLF RHO" q A.61 USE "RHO" 1 Vmax 1720.0 1 ci �i. 1192.0 WALL GEOMETR hmax W- E DIRECTION SEISMIC ROOF ROOF ROOF ROOF CL1 CL2 CL4 CL5 MAX TOT.SHEAR Vmax 1720.0 2896.0 2368.0 1192.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 Lmin - L 15.0 8.0 12.0 10.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 Vmax[TOT L DL FLR 15.0 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 0.0 0.0 T.W. ROOF 110 1.0 1.0 1.0 WALLS LENGTH Ll 9.0 8.0 7.0 2.5 L2 6.0 0.0 5.0 5.0 L3 0.0 0.0 0.0 2.5 L4 0.0 0.0 0.0 0.0 LS 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 OVERTURNING TOT L 15.0 8.0 12.0 10.0 L MIN 6.0 8.0 5.0 2.5 O.T.M. 3980.6 16755.4 5708.6 1724.1 R.M. WDL 1749.6 3110.4 1215.0 303.8 R.M. RDL 28f.0 -510.2 199.3 49.8 R.M. FDL 0.0 0.0 0.0 0.0 D.O.T.M. 2147.6 13496.9 4435.7 1405.9 C=T 357.9 1687.1 887.1 562.4 HOLDOWN FORC T MAX 358 1687 887 562 U S E- HOLDOWN TYPE i �,� f O 1h M` b ,�c�1 y Slb- w ' key SHEAR v not.fadd 114.7 362.0 197.3 119.2 SHEAR (E/1.4) v max 81.9 258.6 141.0 85.1 REDUND.FACTOF 1.081 88 279 152 92 SHEAR WALL TYPE P1.6 I Z P1 -6 P1.6 I Z Z D U O ui J F.. co) Il; W O' J u. Q N cy'. F _ Z F- F- O Z F-' , w a U O; O Ti O F- W W'. F- U _O W Z: U_ co), Z NOTES: Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS i hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (1-1 ..... 1-6) I + WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM Lmin'hmax'((Vmax1.4)'1 /L) - - f RM ((0.5'(LminA2)'hmax'DLWALL)) ` DOTM - OTM- ((RMDL +RMRDL +RMFOL)'(0.9)) C =T - DOTMILmin HOLDOWN FORCE (C =T) UNIT SHEAR Vmax[TOT L 1 WORKING STRESS VALUE SHEAR WALL = Vmax/1.4 *TOTAL L I Z Z D U O ui J F.. co) Il; W O' J u. Q N cy'. F _ Z F- F- O Z F-' , w a U O; O Ti O F- W W'. F- U _O W Z: U_ co), Z r .. r r W - E DIRECTION WIND ROOF ROOF ROOF ROOF CL1 CL2 CL4 CL5 MAX TOT.SHEAR Vmax 1250.0 2100.0 1970.0 1120.0 WALL GEOMETR hmax 8.1 8,1 8.1 8.1 L 15.0 8.0 12.0 10.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 OL FLR 15.0 15.0 15.0 15,0 DL ROOF 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 0,0 0.0 T.W.ROOF 1.0 1.0 1.0 1.0 WALLS LENGTH L1 9.0 8.0 7.0 2.5 L2 6.0 0.0 5.0 5.0 L3 0.0 0.0 0.0 2.5 L4 0.0 0.0 0.0 0.0 1-5 0.0 0.0 0.0 0,0 L6 0.0 0.0 0.0 0.0 OVERTURNING TOT L 15.0 R, 8,0 12.0 10,0 L MIN 6.0 8.0 5.0 2.5 O.T.M. 4050.0 17010.0 6648.8 2268.0 R.M. WDL 1749.6 3110,4 1215.0 303.8 R.M. RDL 287.0 510.2 1993 . 49.8 R.M. FDL 0.0 0.0 0.0 0.0 D.O.T.M. 2685.5 14584.2 5701.2 2031.1 C=T 447.6 1823,0 1140.2 812.4 Z ' a ,W Q �` WD JU UO UO Lu J TO LL W _ d �.. W ,Z II.- Z 0 W � Q ;W W 2 . LL ~ O w Z, . . U O H Z; HOLDOWN FORC DESIGN T 448 1 1823 1 1140 8 812 f U S E - HOLDOWN TYPE S S Tl �f7•� / / I. \ \ A'S �� e C S SHEAR v v max 83 2 263 1 164 1 112 P WALL T P1 -6 0 0-4SHEAR W P1 -6 ( ( PI-6 ) w I Wind 40% Incr. P P1 -6 P P1 -6 P P1 -6 P P1 -6 ` NOTES: Vmax - M MAX SHEAR FORCE TO THE C.L. OF THE W WALLS hmax - W WALL PLATE HEIGHT L - T TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD - T TOTAL DL AND /OR LL TRIBUTARY TO THE WALL f Lmin ' 'WALL UNDER CONSIDERATION OTM - L Lmin ` hmax'((Vma)•l /L) RM ( ((0.5•(LminA2)'hmax'DLWALL)) DOTM - O OTM- ((RMDL +RMRDL +RMFDL)'(0.67)) C =T - D DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR V Vmax[TOT L 447.6 1823,0 1140.2 812.4 Z ' a ,W Q �` WD JU UO UO Lu J TO LL W _ d �.. W ,Z II.- Z 0 W � Q ;W W 2 . LL ~ O w Z, . . U O H Z; Z ' a ,W Q �` WD JU UO UO Lu J TO LL W _ d �.. W ,Z II.- Z 0 W � Q ;W W 2 . LL ~ O w Z, . . U O H Z; W- E DIRECTION SEISMIC FLOOR FLOOR FLOOR CL1 CL3 CL5 /CL6 MAX TOT.SHEAR Vmax 4977.0 7831.0 4154.0 WALL GEOMETR hmax 9.0 9.0 5.0 ( Vumax) FOR q - 1.0 L 12.0 8.5 3.5 WALL LOADING DL WALL 12.0 12.0 12.0 UNIT SHEAR DL FLR 15.0 15.0 15.0 921.3 DL ROOF 15.9 15.9 15.9 v max T.W.FLR 8.0 16.0 8.0 847.8 T.W.ROOF 0.0 0.0 0.0 WALLS LENGTH L1 6.0 8.5 2.0 SHEAR WALL L2 6.0 0.0 1.5 P2-4 L3 0.0 0.0 0.0 L4 0.0 0.0 0.0 L5 0.0 0.0 0.0 L6 0.0 0.0 0.0 OVERTURNING TOT L 12.0 8.5 3.5 L MIN 6.0 8.0 •: 1.5 O.T.M. 15997.5 47380.8 6358.2 R.M. WDL 1944.0 3456.0 67.5 R.M. RDL 0.0 0.0 0.0 R.M. FDL 2160.0 7680.0 135.0 D.O.T.M. 12303.9 37358.4 6175.9 C=T 2050.7 4669.8 4117.3 HOLDOWN FORC T MAX 2051 4670 4117 MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q - 1.0 U S E - HOLDOWN TYPE Std' KIPS AREA FLOOR UNIT SHEAR v not.fact'd 414.8 921.3 1186.9 SHEAR (Ell.4) v max 296.3 658.1 847.8 REDUND.FACTOF 1.081 320 711 916 SHEAR WALL TYPE P1-4 P2-4 1 -3 f . f 1 CHECK REDUNDANCY FACTOR WEST EAST DIRECTION MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q - 1.0 V story 13.42 KIPS AREA FLOOR 1198.00 SF Vumax 775.31 PLF MAX ACTUAL WALL SHEAR 847.00 PLF I I "RHO" CALCULAT'D 1.08 USE "RHO" Of i t i Z �W W� J U. U O; N Q: W= J F-' N LL WO LL Q CO c F y U F- O. Z I- Ml 2 2 D Q. O tA, H � ui Z, U =. �Z W - E DIRECTION WIND FLOOR i .. CL1 CL3 CL5 /CL6 MAX TOT.SHEAR Vmax 4977.0 3608.0 4154.0 WALL GEOMETR hmax 9.0 9.0 5.0 L 12.0 8.5 3.5 WALL LOADING DL WALL 12.0 12.0 12.0 OIL FLR 15.0 15.0 15.0 414.8 DL ROOF 15.9 15.9 15.9 P1 -3 T.W.FLR 8.0 16.0 8.0 P1-4 T.W.ROOF 0.0 0.0 0.0 WALLS LENGTH L7 6.0 8.5 2.0 L2 6.0 0.0 1.5 L3 0.0 0.0 0.0 a L4 0.0 0.0 0.0 L5 0.0 0.0 0.0 L6 0.0 0.0 0.0 OVERTURNING TOT L 12.0 8.5 3.5 L MIN 6.0 8.0 1.5 O.T.M. 22396.5 30561.9 8901.4 R.M. WDL 1944.0 3456.0 67.5 R.M. RDL 0.0 0.0 0.0 R.M. FDL 2160.0 7680.0 135.0 D.O.T.M. 19646.8 23100.8 8765.8 C = T 3274.5 2887.6 5843.8 HOLDOWN FORC T MAX U S E - HOLDOWN TYPE UNIT SHEAR v max SHEAR WALL TYPE w / Wind 40% incr. 3274.5 2887.6 5843.8 T v ` Z � - �+, yn 414.8 424.5 1186.9 P1 -3 P1 -3 P2 -2 P1-4 P1-4 P2 -3 Z/ z W . QQ � WD v O U) 0: NW U . W O' J. lL Q co _ CY. �.. W. Z� � O, Z F- DO. ! O W LLJ H U, LL H: O: Z , U N. rj APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS F; fj t, SEISMIC NORTH SOUTH Y:I ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID DIAPH CL DIST GRIDIGRID LEFT OF GRID LEFT OF GRID RIGHT OF GRID CLA 4618.0 46.0 CLA 28.0 71.7 TYP CLC 28.0 4618.0 46.0 71.7 TYP CLC CLA 0.0 8150.0 46.0 35.1 TYP 126.6 TYP CLB 20.0 4410.0 20.0 112.5 TYP 45.0 TYP CLC 8.0 5500.0 20.0 196.4 F1 2985.0 ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID LEFT OF GRID RIGHT OF GRID RIGHT OF GRID CL1 CLA 28.0 1615.0 46.0 61.4 TYP 35.1 TYP CLC 28.0 1615.0 46.0 35.1 TYP 2368.0 28.0 32.2 TYP 28.2 TYP CL5 14.0 1192.0 20.0 42.6 CLA 0.0 2985.0 46.0 64.9 TYP CLB 20.0 1920.0 20.0 68.6 TYP 27.4 TYP CLC 8.0 2170.0 20.0 108.5 TYP SEISMIC WEST EAST ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID RIGHT OF GRID CL1 1720.0 28.0 61.4 TYP CL2 16.0 ' 2896.0 28.0 36.9 TYP 36.9 TYP CL4 16.0 2368.0 28.0 32.2 TYP 28.2 TYP CL5 14.0 1192.0 20.0 42.6 TYP WIND WEST EAST ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID RIGHT OF GRID CL1 1250.0 28.0 44.6 TYP CL2 16.0 2100.0 28.0 37.5 TYP 37.5 TYP CL4 16.0 1970.0 28.0 37.5 TYP 32.8 TYP CL5 14.0 1120.0 20.0 56.0 TYP zz Z 1 Z Z �QQ lL W� UO W =: J f.. N LL WO I N d ILI Z l'- O'. Z H- U.1 Lui 13 'O W W', H V` U. H; O ui Z U N O :Z s Z , J U' U O: CO w =, N u, � O tL Q, H LU UJ �j U 'O N; 0 F—' w w '. _ . F- 0; LI Z L U co) Z 6 1, ROOF DIAPRAGM 15 / 32 " 2X FRAMING - H.F. h TYPE NAILS DIAPH SUPPORTED OTHER PANEL BLOCKING DESIGN BOUNDARIES CONT EDGES EDGES V allowable 3 TYP 10 d 6" o.c. 6" o.c. NO 155 PLF R1 10 d 6" o.c. 6" o.c. 6" o.c. YES 237 PLF . R2 10 d 4" o.c. 4" o.c. 4" o.c. YES 315 PLF R3 y 10 d 2.5" o.c. 2.5" o.c. 6" o.c. YES 470 PLF y WHERE NAILS SPACED 2.5 AND LESS FRAMING AT ADJOINING PANEL I EDGES SHALL BE 3X AND SHALL BE STAGGERED. FLOOR DIAPRAGM 19 / 32 " 2X FRAMING - H.F. i TYPE NAILS DIAPH SUPPORTED OTHER PANEL BLOCKING DESIGN BOUNDARIES . CONT EDGES EDGES V allowable TYP 10. -d_ 6 ". o.c.. 6" o.c. NO 176 PLF F1 10' d 6" o.c. 6" o.c. 6" o.c. YES 262 PLF F2 10 d 4" o.c. 4" o.c. 4" o.c. YES 348 PLF F3 10 d 2.5" o.c. 2.5" o.c. 6" o.c. YES 524 PLF . WHERE NAILS SPACED 2.5 AND LESS FRAMING AT ADJOINING PANEL I I r.. y i l . I 4 . i' EDGES SHALL BE 3X AND SHALL BE STAGGERED. 1, 1 J 9 N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARYHAN THIS NOTICE IT IS DUE TOTHR THE DOCUMENT. �. - s+ n n•'i- ^..w,.+.YS� n�fYY _ .:{.t'i =T'. .__.. ... �. �........ ���.... �,. �..... �.... �.... .��..�.�...- �...��.....�� -.w.. �..�....�...`.. - ....r......�..... - _ "— _ _ a. v' v++'.. vrC�cfxi.t. rl ua�tu��ffx: u:.;.:. 1:r' f_... �. �vY. �:+- FT.. r.' t-....[..., vJ.... av:. n' M^.. m... s, �_ F +_u.- a.�_.a..M.....v...s..✓.... �a�r. r.- F. �r.....+.. r++..,. �.-. ..._....�...........,._...�._�. ._1�.: _.. �.__.. ... .... • li� - - - QIDL/o1M AA 149) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN t THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. :. _ o > r •' O 1 � y x Al- k9 ; V aD r O o ) ISA p a t� \L THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Mm _ a r O o ) ISA p a t� \L THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 506E S6D. w L 9010 TRANSOM 1 3 D06p ppl_ V�1f� NOR , 5 VIP x,' DlD T4r•V4 OP/D1� 96' ICDO ATROVSD DIR VO1T m I FIRa11GG TV 20• FGJIT}1. MIN 6 SO. IN. OD. COfE AIR w O"ONAL T.V. NIGIC A50VG — 0 DINING GARRET I LIVIN4 +41' K I TOHEN 1 �° I A CI! xAC� e v4• • r-o• �UARE FOOTAGE SUMMARY 6ARA49 I 1 2y Z W UO (I) W =` —J F-. CQ LL. W O. U. �. cl) a = w Z H W 25 U� o w LL Z ui O ~. Z (� 11DIe fii O ! rANTRY I Q � Y .y.yACC, 5 SHV. M � ;y 01 lfl �D Fat V.7 . -- - 1 I 5R' 1 AN CONf=T it1 LI OP � 7 112. , 2 1 -1 . - 5 4r1" I'-b I/2" l t KV1�' ff I J 4' CONCRM 5LA5. I ry 4 xOre 4' TO Olt. DOORS 5m NOiL' •IS a" OVi�� 0 4) 1 �* n I A - - - - - -- - - - -- I ---------- - - - - -- - - --1— I — C � { -- ' A 1 I P I c 41.o5c 6' -0' I I I 1 1 NCR GONG. 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N15HED MXTMOR 6RACe To SLOPE r " A y FROM MOILDINS AT A %Dpe OF AT =A5T 2% FOR A "NIKH or 9 rl=r WILY VISIBLE AND LE61BLt FROH THE 1/4 - 1--o- .NOTICE: IF THE DOCUMENT IN I THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT., . �� 3�. r. Y« R:::✓ 1". c: S: 3Y: x.:::..!.-: c.' cLr/' �::.. esK' U:: s�`_'.: ��?:: s�:.^ i': 1'.:: 3r � . .. ..`_.= K::. »�::52'.�..::.":: :-:�.:: �.` «'._�..:."'._ - .�.. s w 6:13 � 2090 SKYU6HT GoNTINJOU' 6x13 ELEVATION NOTE5 1. rROv ve CONTIl omm META TYPICAL 2. rROvme Poor VD" rer SECTION Moss TYFlGAL F 5. PROVIDE &ALV AN97ZD SHC rLAS"NS AM aoWlMt rL ALL 8001- reNa7WATIOM3 'T. CHMNEYS. 4. R80C TO - 1LT10N 3707 U •� C+V)- Y C0N5TM4TIC4l _ 9045 EMT S. PROVIDE hIATT�- STRIrr Zt10 TRIH �� COMS Ado rt?400VI& CA JOINTS AND PENEMAT IM 1 MALL __ _1._____ _ ___ _ __ _ _ ----- I---------- ... - - - - -� 6. EI[1GK TO BE 9LPP'O1tTLD! __— `- ------- - - - - -- EJ05T MOM UK AND SHALL NOT 8 j� PRAHIN6. � i LE V 1190 �. LEAOT le rranoo areAae AHAY PROM SMONS AT . t eA4r b roa A rtaearu4 . 0. ro 7T ArPROVCD KHMM'- SCALE V4* V-0- PL.AMY VIN&V AND LEb STRST rROHTIH6 THE DYE : NOTICE: IF THE DOCUMENT IN THIS FRAME IS LES CLEAR 1 -1 THIS NOTICE IT IS DUE TO THE QUALITY . OF , SGALE V4• . I'-O• PLAIM-Y V131 AW L.Eb STR@T IRomnNs Tm DW 12 b(Rh 3%'7 IM t tt�ttttttt� �ttt�ttttttt. tttttt� O �ttttt� �� ttttttttt. ntttttttttttttt ■tttttttttttttttt� �� ttttttttt�r �� ..� ttttttttt. ttttttttt. tarj � f• scxx . V4• . V-1 V_0• 1' GHHMFM 4 4 1/2' � i 4X4 n GEVAIZ n �{,� sc�� r.T-o• n ROOF 5R,4GKET @¢6a extsr. E :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT. I N. THIS NOTICE IT IS DUE TO THE QUALITY OF THE _ _ SHIN6LE5� 6u TEK TYP. - T .O. PLATE F& 5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C --mill u M NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C BUFFER DATA BUFFER SPACE = B SPEED 04PH) 1 25 1 30 1 35 1 40 1 45 20 40 F ll signs are block on orange LENGTH (feet)l 55 1 85 1 120 1 — I — '25 180 245 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35 30 60 25/30 20 40 SIGN SPACING = X (FEET) Urban Arterlals 35 MPH . 350'+ - Urban Streets 105 Residential Areas 6 . 25/30 MPH 200'F- Buslness Districts F ll signs are block on orange 115 nless otherwise designated. 225 a a X ROAD WORK AHEAD W20 -1 SHOULDER WORK W21 -5 LEGEND q SIGN LOCATION - TRIPOD MOUNTED a o a TEMPORARY TRAFFIC CONTROL DEVICES ®° PROTECTIVE VEHICLE (WHEN SPECIFIED IN CONTRACT) X PERMIT CENTER MINIMUM. TAPER LENGTH (L) IN FEET Lane Width (feet) Posted Speed (mph) 25 30 35 40 10 105 150 205 - 11 115 165 225 - 12 '25 180 245 - 10" MIN -f- 2 a a a 0_0 a a a a a L/3 B 1 500 "MAX. G20 -2A END ROAD WORK A F D A .f 15213 �O GISTS ssf0NAL S SHOULDER CLOSURE (35 MPH OR LESS) LOW SPEED STANDARD PLAN K -10 SHEET 1 OF 1 SHEET APPROVED FOR PUBUCATION Harold J. Peterfeso 1 2- -20-02 Amr IIO nN1Y �oTA 1fGLOY GMOOOOYIINf.M WC1�CWUfJ1! STATE Mf DK MTE neawaYn sa�nn�ar uowwam�ar�ut masrtnaw T W�Y� Sew a.vwkwd d TRWAPWaXon ATMwaf.Win. ifARCO.w1O /G.IMOVnA11Oa A-- -/, Ul CO Df J)C) ^- - \ -A C � rl� �soa% City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 6, 2006 John Tamburelli 1201 Monster Rd SW, Ste 320 Renton, WA 98055 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D05 -048 Pitzer Homes — 4651 S 150 St 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: L. 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 accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, i ti � ( � 'l J fer ars all it chnician encl xc: File No. D05 -048 P:Vennifer\Correction Letters\2005\D05 -048 Correction Ltr aI to Revision #I.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Z '�- W U00 CO 0 J =: U. W o. LL CO = CJ F- _ Z� I— 6 Zt 5, � p. U O O 1- W LLJ O. ..Z w U CO Ham O. Z ji J 9 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit M D05 -048 Revision #1 Project Name: Pitzer Homes 4651 S 150 St Review M 1 Date: 03.02.06 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. All revisions shall be made to the approved set of plans. PW received an approval for a revision from WD 125, but did not receive the revised plan set. Please provide your revision to the approved set of plans along with your approval from WD125. 2. Please note that this revision may change your bond and pavement mitigation requirements. 3. Please note that each revision to a permit is charged a fee. Z Z w: qq 2; J U UO N 0 N W: W =: S2 w ; w O' J LL Q = a W ?� z C.) w L a H 5 : w�: _ 0 ui : O'' z r 1908 ' Pese"A NeN T T4& COVO y City of Tukwila Steven M. Mullet, Mayor Department of Public Works February 13, 2006 Mr. James Pitzer, Jr. 46533 284` Street SE Enumclaw, WA 98022 James F. Morrow, P.E., Director Subject: D05 -048 at 4651 S. 150 Street Dear Mr. Pitzer: 3 This letter responds to your letter requesting a waiver to the undergrounding requirement for this single- family residence. Per TMC 11.28.140 an underground waiver may be granted if there is undue hardship in the in: of undergrounding. Undue hardship is defined as a technical or environmental diiiiculty making the installation unfeasible, or when the cost of undergrounding outweighs the general (public) welfare. A site visit confirmed that there is a power pole directly across the street from the site and that all new structures in the area have underground power. It is my opinion that your project conditions do not meet the definition of undue hardship. Therefore, I am denying your request for a waiver to undergrounding. Sincerely, V� Jim Morrow LJM:lw cc: Greg Villanueva Brown: File - Pernik D05 -048:' (P:Laurie Admin/Jim/Letter James Pitzer 021306) f. i 4 j t� 1 { 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 � z w , cc � D J U' vO N o. w= N LL w O; U_ Q d; LLJ ? t-- ' HO z �— U cl. O CO) W W' H LL. O , ui zI COI O ~' 'z . PERMANENT FILE COPY PITZER HOMES 46533 284 SE ENUMCLAW, WA. 98022 360 802 -4909 Mr. Jim Morrow, P.E. City of Tukwila Dept. of Public Works 6300 Southcenter Blvd. #100 Tukwila, Wa. 98188 Re: #005 -048 4651 S. 150 St. Tukwila Dear Mr. Morrow, I am requesting a waiver to the underground requirement on a single family home I am building within the city of Tukwila. This home is located on a dead end road , the road will have to be completely closed down for a period of several days. I feel this would be an extreme hardship for the residents to the east. All other power on the street is overhead, and all major utilities i.e. gas main, water, sewer etc. are in the road. It would be very difficult and expensive to go underneath. I would appreciate your consideration in this matter, please feel free to call me with any questions you may have. Sincerely, aOW2 IP2 z UJ U' UO moo C0 =. S2 V w O- -. LL cy: �w z Z 2� D o: U N. O w s � U, o. iii Z; U N. .o z August 11, 2005 ,/,._„\ Allen Johannessen, Plans Examiner City of Tukwila 6300 Southcenter Blvd., Suite #100. Tukwila, WA 98188 Re: Permit # D05 -048 Pitzer Homes Dear Allen: i Tamburelli is Real Estate Group RECEIVED CITY OF TUOI A AUG 1 1 2005 PERMIT CENTER 1201 Monster Road SW - Suite #320 CORRECTION Renton, WA 98055 425 -228 -5959 ext. 226 (o) 425.226.9227 (F) johnt04avisreg.com P05 aw 048 As a follow up to our phone conversation on 8/4/05, I hereby give you the authorization to redline the existing drawings to address items 1 -3 on the attached Building Division Review Memo dated 7/28/05. I'm confident this letter will complete and approve (review) our building permit application. Thank you for your attention to this matter. If you should have any questions please call me at the number listed below. Sincerely, , / Z N .W` �_: J U 00 U W= J �.. S2 LL W O; J, LL ¢. �d w. Z 1 �- O Z F-- .2 -1 D5 ,O w U- O; w z, L) O F-. z g r o u p .r i oili` i \ � � 4 e6�• 1908 July 29, 2005 City of Tukwib Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director John Tamburelli 1201 Monster Road, Suite 230 Renton, WA 98055 RE: CORRECTION LETTER 93 Development Permit Application Number D05 -048 Pitzer Homes — 4651 S 150 St 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 Planning, Public Works and Fire 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) 433 -7165. S' berely, Brenda o t Permit Coordinator encl xc: File No. D05 -048 P:Nplanning\brendAD05.048 — correction Itr fildoc bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax. 206 - 431 -3665 Z w , Q om Q ?. J U. UO CO 0. w= J �.. LL Q� O }}' OC J'. LL Q: CO W Z� �- O Z F- 2 5. U 0 O CO) ' o wL- w F- LL. O; li! Z U �: O Z ,f ,r Building Division Review Memo Date: July 28, 2005 Project Name: Pitzer Homes Inc. Permit #: D05 -048 Plan Review: Allen Johannessen, Plans Examiner A follow -up Building Division plan review has been conducted on the subject permit applications. Only three items of concern remains. Please address the following comment with revised plans, specifications and/or other applicable documentation. 1. On sheet (S -1 through S -3) Structural notes" and plan details make several references to outdated UBC codes. Washington State has adopted the third printing of the 2003 IRC & IBC. Example of IRC changes is the use of 3" x 3" plates washers rather then 2 ", (Section R602.11.1). A complete review of the Code Text, details and tables should be completed and revised as necessary. 2. In addition to item (1) in reference to some outdated energy code text and details. Most references are correct with some inconsistencies with other text and details. One example on page (2), detail (6) floor insulation shall require R-30 for crawlspaces. The Washington State has adopted the 2004 edition of the Washington State Energy Code (WSEC), Table 6-1 and the 2003 edition of the Washington State Indoor Air Quality Code. A complete review of the Code Text, details and tables should be completed and revised as necessary. 3. Sheets (5 & 6) show the attic access in close proximity to the lower roof framing in the closet of the master bedroom. The attic vertical access clearance requires 30 inches per IRC 807.1. Review plans ensure attic access shall meet requirements for vertical access as well as opening requirements. Relocate attic access if necessary to meet the code. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. z W' JU UO cr) Cl) J -, C0 W W O}}. OC J U. CO)d = W Z t... �_ O z f_- 2 U �: O C. W HU U _ O ui z U N z e 6 - : 0 = '= 'Arlif City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director �soa Z Z July 8, 2005 w John Tamburelli 00. 1201 Monster Road SW, Suite 320 N uj Renton, WA 98055 � H LL Ui RE: CORRECTION LETTER #2 Development Permit Application Number D05 -048 U. Q Pitzer Homes — 4651 South 150 Street = Cy Uj Dear Mr. Tamburelli: ? �" tr-- O This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. Z I-- g Uj All correction requests from each department must be addressed at the same time and reflected on your drawings. I v co have enclosed comments from the Building, Planning and Public Works Departments. At this time, the Fire Department :0 has no comments. ~ w Buildine Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the LL attached memo. w Z, Plannine Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the U CO), attached memo. p �— Public Works Department Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the attached Z 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) 433 -7165. Sincerely, 4 rnYa oIt Permit Coordinator encl xc: File No. D05 -048 P: \p1anning \brcnda\D05 -048 — correction Itr Nl,doc bh 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 4 r? z Building Division Review Memo Date: June 27, 2005 Project Name: Pitzer Homes Inc. Permit #: D05 -048 Plan Review: Allen Johannessen, Plans Examiner A follow -up Building Division plan review has been conducted on the subject permit applications. Only one item of concern remains. Please address the following comment with revised plans, specifications and/or other applicable documentation. 1. The Geotechnical Engineering Report dated January 18, 2005 page (11) makes recommendation for the use of footing drains. The site plan submitted does not show installation of footing drains. 2. Provide additional plan details to identify a footing drain or a crawl space water discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department and the recommendations from the Geotechnical engineering report. The intent is that groundwater will not accumulate in the crawl space. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. i Z 4Z w : �D JU UO CO 0' " w =: CO) ur W O'. J. LL Cl) a. I Z� �O z W U N' O ._ o f- W w; X U Z' U co) O Z PLANNING DIVISION COMMENTS a DATE: June 30, 2005 CONTACT: John Tamburelli RE: D05 -048 ADDRESS: 4651 s. 150"' Street The Planning Division of DCD has reviewed the above permit application that was submitted on June 14, 2005. On March 31, 2005, the City requested that additional information be submitted. The applicant did provide some of the requested information but failed to provide some of the requested information. 1. Provide the total amount of cut/fill for the entire project, not just for the home's foundation. i . Z �Q � W ' WD J U: UO. Co (n W W X: J U. W O, LL <' = a W . I- O' Z 1-; 2 �, U p, :O CO) ,W W` H U; u. ~O L11 Z:: O ~` Z ' Permit M Project Name: Review M Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.cl.tukwila.wa.us Development Guide lines and Design and Construction Standards D05 - 048 Pitzer Homes 4651 S 150` St 2 07.07.05 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. l� 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. Provide the following before the permit is issued. See attached Bulletin A4. a) Traffic Control Plan b) . Completed Hold Harmless Agreement c) Liability Insurance with City of Tukwila as additional insured d) Automobile insurance e) Performance Financial Guarantee for $13, 500. 3. Before the permit is final, provide a maintenance bond for $900.00. rt z w & J U UO: N o Nw J w O. J: U- 4 N D: = C7: UJ z w w 25 U �'' O N;. w w :. U- Z . U CO) z. d Cornerstone I* Ceotechnical, Inc. 17625 -130 Avenue NE, Suite C102 ♦ Woodinville, WA 98072 Phone 425 -844 -1977 ♦ Fax 425 - 844 -1987 DATE: April 22, 2005 TO: Jim Pitzer, Pitzer Homes John Tamburelli, Davis Real Estate Group FROM: Rick B. Powell, PE Jeff Laub, LG RE: Planning Division Comments Zeiger Property Tukwila, Washington CG File No. 1798 L r 3(1530 AL EXPIRES 08/16/0 i This memorandum provides our response to comments made by the City of Tukwila regarding the planned residence at 4654 —150` street. In our Geotechnical Engineering Report, dated January 18, 2005, we identified a wedge of fill at the site and provided recommendations for site development with consideration for this fill. In a memorandum prepared by the City of Tukwila, dated March 2, 2005, the City states: RECEIVED CITY OF TUKWILA The geotechnical report provides recommendations for the construction of the building and paved areas. However, the report needs to also address the stability of the remaining fill that was brought into the site. Will this fill be stable for use as a lawn or other activities that are typical of a single-family dwelling? t� JUN t4 2005 PERMIT CENTER In our opinion, the existing fill can be reworked as a "common" fill. In Page 8 of our report, we state that "Common fills are defined as fill material with some organics that are `trackrolled' into place. They would not meet the compaction specification of structural fill. Lightly compacted fills or common fills should be no steeper than 3H:1 V. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it is established." The amount of reworking needed to create a common fill for the yard areas should be evaluated during construction. Provided our recommendations are followed, we consider common fill to be suitable for use as a lawn area. The geotechnical report also needs to address drainage on areas of the property with the illegal fill. Will these areas provide sufficient drainage for stormwater? Provided the existing fill is reworked as a common fill, vegetated and maintained and the stormwater dispersion system is installed and functioning property, it is our opinion that resulting common fill areas should provide sufficient drainage, as a typical backyard, for stormwater. CORRECTION LTR# z �_- Z W, o: 2 JU UO = W J C0 U W O J U- (0 ►_-- _ F- O' z f- UJ 2-1 U� ON O F- WW H U LL H. O z: O Z f r 5 %I x O• a W c p M 1908 March 31, 2005 r City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. John Tamburelli 1201 Monster Road SW, Suite 320 Renton, WA 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -048 Pitzer Homes, Inc. — 4651 South 150 Street Dear John: 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 sane time and reflected on your drawings. I . have enclosed comments from the Planning and Public Works Departments. At this time, the Building and Fire Departments have no comments. Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. 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, �Gse� Stefan a Spencer Permit Technician encl xc: File No. D05 -048 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206.431.3665 A I IN 01111A. Z �Z U (a a ; U) J � N LL W O; LL ¢ C d H =; Z �. �- O. Z �- ? D� O— o ff W — - LL' O . Z. U CO) O Z 4 Yi ;i r: o 1906 O City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: March 2, 2005 CONTACT: Jim Pitzer RE: D05 -048 ADDRESS: 4654S. 150 Street The Planning Division of DCD has reviewed the above permit applications that were submitted on February 10, 2005. One of the items that was submitted was a geotechnical report dated January 18, 2005. The Planning Division of DCD cannot approve the application until the following items are addressed: 1. In 1999, the City received reports of illegal fill activity on this property. The Geotechnical report prepared by Cornerstone conforms the presence of this fill. Please provide additional infonmation regarding the following: How much fill will be removed as a result of construction activities on the site? The application notes that there will 30 cubic yards of cut/fill from this project. This number seems very low. The geotechnical report provides recommendations for the construction of the building and paved areas, however, the report needs to also address the stability of the remaining fill that was brought into the site. Will this fill be stable for use as a lawn or other activities that are typical of a single - family dwelling. The geotechnical report also needs to address drainage on areas of the property with the illegal fill. Will these areas provide sufficient drainage for stormwater? t; 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z W UO CO) 0. LU J N �. W O LL j. c d. =W �_ F- O: Z H- LLI5 U N_ O � H W W. LL 0: _ ui U H O Z I } CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: Project Name: Review #: Date: Reviewer: D05 -048 Pitzer Homes 4651 S 150 St 1 03.01.05 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. Provide a civil plan that shows all expected work related to the project. This includes: a) All items on attached Bulletin C1 b) Work limits, especially for excavation of fill as recommended by the geotechnical engineer. c) Erosion prevention and sediment control d) Existing and proposed contours e) All utility work, including work in the right -of -way and expected cut limits, regardless of which utility company or who will get the permits. Projects /D05 -048 pitzer Comm 1 1 z Cr w a � W D. U CO o: w =` J � N U. W� 2 �. L L S2 d �w Z �. �- o z F- 25 D L) �', o� w W. L- ..z U CO) o � z PL REVI BIVRO U T1 N G suP ACTT VI TY N U M BBB: D05-048 DATE 02/24/06 PROMT NAME Pitzer Homes SI TE AD D ReSS 4651 S 150 St Original Plan Submittal _ to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued z '~ w JU 00 CO W= J F— U! U. W 0. U. Q D. = d. �w z _ f- H0 z I-- 2 � U 0. ON C3 w �0 F- u. 0 .z W 0 0 O ~. z D EPARTM EN T& Building Division ❑ Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator is Works DEEM MINATI N OFCOMPLUENESS (Tues., Thura) Complete Incomplete ❑ DUE DATE 02/28/06 Not Applicable ❑ Comments: Fbrmit Center Use Only I NCOM PLETE LETTER MAI LED: LETTER OF CO M PLETEV ESS MAI LED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TU ES/TH U RS R01 NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIMERS INITIALS DATE APPROVALS ORCORREIMON& DUEDATE 03/28/06 i Approved ❑ Approved with Conditions[] Not Approved (attach comments) Notation: REVIEWERS INITIALS DATE Fbrmit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Fire ❑ Rng ❑ PW ❑ Staff Initials: Documentslrouting dip.doc 2 -28 -02 PLAN RB11 BIVRO U T1 N G SIJP ACTIVITY NUMBER D05 -048 DATE 02/24/06 PRO,BCT NAME Pitzer Homes SI TE AD D RER 4651 S 150 St Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued D EPARTM ENT& Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ DErE MINAMON OFCOMPMENES (rues., Thurs.) DUEDATE 02128106 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: Fbrmit Center Use Only INCOMPLETE LETTER M AI LED : LETTER OF CO M PLETEV ESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUEITHURSRDUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIB/VER S INITIALS DATE APPROVALS 0 R CO RRECTI 0 N St DUEDATE 03/28/06 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) Fq Notation: �- REVI EVVER S INITIALS DATE 3 • o • a a Permit Center Use Only CO RRIOTI O N LETTER MAI LED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentdrouting d1p.doc 2 -28.02 z � z w �U UQ Cl) W= NLL w O U. Q CO) D =d �w z 1 z t- w 5. U0 O C0 a H =v I- '� o .z U CO), H � O Z y RM1T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -048 DATE: 8 -11 -05 PROJECT NAME PITZER HOMES .SITE ADDRESS 4651 S 150 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DEPARTMENT , � 19 ffic/ Buildin�Dlvlsion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator a* DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8 -16-05 Complete Incomplete ❑ Not Applicable E] Comments: Permit.Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9-13-05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2 -2M2 z � z if- w UO CO) io CO) =` J �. C0 w 0 LL �. co a =w �_ Z I✓. 1-- 0 z 1-- W U� 0 - 0 H. w H U H LL .. z. w O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -048 DATE: 7 -22 -05 PR03ECT NAME PITZER HOMES SITE ADDRESS 4651 S 150 ST Original Plan Submittal Response to Incomplete Letter # X I Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: -aS Af I - t& I Buil ing ivision Fire Prevention ❑ PI nal ni g Division l i Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-26-05 f Complete ❑v� Incomplete ❑ Not Applicable ❑ i Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 8-23-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 5 Departments issued corrections: Bldg ( Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28.02 z Z �w Q � JU U CO U. CO) J F. T W U. �a = w z� Zo W �5 U OS2 o� W w z W U= O z e �' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -048 DATE: 06 -14 -05 PROJECT NAME: PITZER HOMES, INC. SITE ADDRESS: 4651 SOUTH 150 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # '{ Revision #_after /before permit is issued DEPARTMENTS Building Division ❑ Public Works 1 _ Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator If DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete] Incomplete ❑ Comments: DUE DATE: 06 -16 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route M Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only --! CORRECTION LETTER MAILED: Departments issued corrections: Bldg %_ Fire ❑ Ping PW (j Staff Initials. b Documents/routing sllp.doc PERMIT C OO R D COPY 2.28.02 DUE DATE 07 -14 -05 Not Approved (attach comments) ❑ z �Z � D U O� to o co W J D LL W O. 2 QQ LL? � = W ZO 5 U� O N: :0 F- W LL .. Z W U= O z �, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -048 DATE: 02 -10 -05 PROJECT NAME: PITZER HOMES INC. SITE ADDRESS: A ' W SOUTH 150 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEP ARTMENTS: �- -off sib ►� 3• !�•o • �� ,,.,�,��o�' Buildi g iv ision [W Fire Prevention Planning Division Publi orks VN► Structural ❑ Permit Coordinator A . DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 02 -15 -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 7 TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: •3'"���� Departments issued corrections: Bldg ❑ Fire ❑ Ping N PW P! Staff Initials: M1 1" k10 R D rf 0 P DocumenWroudng sllp.doc 2 -28.02 DUE DATE: 03 -15 -05 Not Approved (attach comments) z z . �w QQ JU U O CO co UJI J Dw w O Q N = = CI �. w z �. 1 - 0 w 25 3 U O CO � E- w W. U- O LLt z . U CO. F- 0 Z PROJECT NAME: .�., j�►1z� Y ; PER,tiA;x -.N0 Site Address: _ y6 s 1 Origin., Issue Dater �s REVISION LOG Revision' i Date I Staff i Date !' "Staff No. ` Received I Initials Issued ! Initials A�� I I Summary of Revision: eLo I Lje, . , t - Received �� r • Received By: Revision No. Date Staff Received i Initials I Date Staff Issued Initials ! I I I Summary of Revision: Summary of Revision: Received By: (please princT Revision fro. Date Received Staff I Initials I Date Staff Issued Initials I I I c Summary of Revision: Received By: (please prind (please print) Revision No. Date I Received Staff I Initials Date Staff I Issued Initials I I I c Summary of Revision: Received By: tpiease prmu z h �w a 2 JD UO CO W= J F, N LL w o U- �D =a �w ' z3: �O z f- w D� O �. 01- wW H� LL —0 ui z U= O ~. Z 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 Web site: http:! /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6�c��'��G� �► Plan Check/Permit Number: ��U _ 6 `/ g ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ?+2,e r kr.1' ie.5 Project Address: Contact Person: .. �� - ` Phone Number: Summary of Revision: Ci� C `�`' �'? �.� Gy', r i�l � �'1 C i L' �' K.� C` X11 I '�i • �!'L -1 S t /'�r= < <'�'� , r�wEo sm Of ruPaayt PERMIT CENTER Sheet Number(s): i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J-1J i -- Entered in Permits Plus on pp ications orms -app ications on ine evision submittal Created: 8 -13 -2004 Revised: Z w t � JU 0 N 0 W = J CO LL W 1 LLQ = F- O Z H w LLI Do O� 0 H. w �U LL O W CO O Z tL City of Tukwila Steven M. N�_ 1968 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.lukwilawa.us Steve Ganclrster, 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: I� �� Plan ChecWPermit Number: D05 -048 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name PITZER HOMES . EPr 11LCr1___ CITY OF TUKWII.A AI16 1 1 2005 PEAAAIT CENTER Sheet Number(s): "Clout!" or Highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: � .. Entered in Permits Plus on tpplications corms - applications on Ime revision submittal Created: 5 -13 -2004 Revised: Z F-' i~ W W� 00 N 0 J� NLL w 0: N a w' Z� Z 0. w 7- 51 D 0 O N; ❑ I— :w w . F- u 0 .. z: U CO) O F- Z Project Address 4651 S 150 St Contact Person John Tamburelli Phone Numbe ZOO �zo,-azzo f�" 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 :llitvww.ci.tulnvila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fkr, etc. Date: 21,7 QJ Plan ChecWPermit Number: D05 ❑ 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 PITZER HOMES Project Address 4651 South 150 Street Contact Person John Tamburelli Phone Numbe • 20<D 5z d) --0- 2� RECEIVED CrTY OF TUKMLA L PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on applications forms - applications on line revision submittal Created: 8 -13 -2004 Revised: Z IM D JU U U D to J = H CO) u.. W O. L¢ �a �W z= I ~ 1- O Z 1— w w U CO , O N; w _ Z CO Z �' ..n� , ..:. � .:'..'v......;;;:.:i; tit;�'t.iui..r. •v.u:.- .1:��1,i 1.. w.:.�...1.ac:,G, 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 Web site: ht(n : / /www.ci.tukwila.wa.us ' REVISION ; SUBMITTAL 1 1 � Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a� Plan Check/Permit Number: D05-048 ■ /1 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 Pitzer Homes, Inc. J0, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 'c4s Et Entered in Permits Plus on 6'lq O T" pp ►cations orms -app ►cations on I►ne ev►sion submittal Created: 8 -13 -2004 Revised: z '~ w � QQ? UO U) 0 J CO U. w O LLQ d �w 1— O z F- w U0 O - 0 F_ LLI =U ui z L) =' O z Project Address 4651 South 150 Street Contact Person John Tamburelli Phone Number 0(,) Look Up a Contractor, Electri,4 or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License PITZEHI978Q4 Licensee Name PITZER HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602313880 Ind. Ins. Account Id Business Type CORPORATION Address 1 46533 284TH AVE SE Address 2 Cancel City ENUMCLAW County KING State WA Zip 98022 Phone 2536329159 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/24/2003 Expiration Date 11/24/2005 Suspend Date Separation Date Parent Company Until Previous License PITZECC993R6 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PITZER, JAMES M PRESIDENT 11/24/2003 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date DEVELOPERS SURETY & Until #2 INDEM CO 544074C 11/05/2004 Cancelled $12,000.00 10/20/2004 CUMBERLAND https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= PITZEHI978Q4 Page 1 of 2 09/26/2005 Z Z. JU UO CO 0 J F N LL W O J LL N d = W Z F. E- O Z H U0 O N' 0 H . 2W U_ LL r— Z CO) O Z N CONNECT SS TO EXIST MAIN SEE DETAIL 1, SHEET C1.2 6" SIDE SEWER ' PER CITY STDS., COORD GRADE WITH BUILDING STUB NEAREST FIRE HYDRANT OUT (2% MIN) RESTORE ASPHALT PER - • DETAIL 2, SHEET C1.2, TYP S 150TH STREET CONNECT 3/4" WATER SERVICE PER ! • CITY OF TUKWILA STANDARDS ' SEE DETAIL 3, SHEET C1.2 , � mil ,• t• , . ` f 30' N t t r , 14 "E f: ......................... ....... -- -- .� ' - POWER, TELCO, CATV, A •, e!t tir..;� s.� GAS, COORDINATE NTH cf v►r , ..+" ma" t th UTILITY CONTRACTORS • ' SLOPE DRIVEWAY TO ( ' ., - � of w . 20 SHEET FLOW WEST f, -- ►.__ •� + a ne Pion mjbmtw a • �'J\r\ \ ; Ss } ` UGP i t J � HOUSE FF= 98 4" FOOTING DRAIN VERIFY) SEE DETAIL 4, C1.2 y. 25• .� - 65LF 6 ADS TUBING .0 2% MINIMUM, NO JOINTS (DOWNSPOUTS) W I FZLE 4" DOWNSPOUT DRAIN, TYP � TR AWOW I ��eCe to ,►s0ons, BUILDING do FOUNDATION !h! YIp��Jp� � �tltrlt4 dpp� � on auuxft I PER ARCH PLANS d�ppy� � a � Code or � o Is Of Tw i 9.75' SLOPE TO HWSE AND T TO SOUTH FRO D1V� / I I I The Public Works militia iaspaxa. 3 1 0 O O Date: $p 4" ADS TUBING 0 2% MIN, NO JOINTS 1 FOOTING DRAIN 1 � r J. 1 PROMDE 20LF DOWNSPOUT DISPERSAL TRENCH LOCATE 10' FROM TOE_ - SW 1 2'39'E t y I I I I �.w• I co GENER NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206- 433 - -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work sholl conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless othennise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities sholl be done under the direction of a Washington licensed land surveyor. Vertical datum sholl be NAVD 1988. Horizontal datum sholl be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights- -of --way, easements, and Access Tracts. T �CW- REPORT''3Y CORNERSTONE GEOTECHNICAL, INC. (1/18/05) FOR SITE WORK 1 W O.C. SMAMTE PERl�t=T RECOMMENDATIONS. I � • 2 - RED FM S( nkmil pipe O.D. I ' -0 1'-0 2 grade 4 J �l mi° min end cap or plug board notches 2" � P�mb'n9 . . ° ° ° o clean out wye from pipe Gas Pi a o NOTES_ 4` or W perforated pipe laid ftat/level CR Y Of Tu. "4. ►�� notched 1. This trench shall tie constructed so grade hoard ` as to prevent point discharge and/or BUILDING DMSION o erosion. 2"x 2' notches A "a v type I CB w /solid cover (locking) 18" O.C. A 2- Trenches may be placed no closer than 50 feet to one another. (100 feet - __ "♦' along ftowline) influent pipe (max design 3. Trench and grade hoard must be ; `, J - _ , _ - .�, � p, flow <_ 0.5 CFS per trench) level. Align to hollow contours of site. ° Dean out wye from pipe 4. Support post spacing as required by ' `: _ ��; :.� ° o ° o o soil conditions to ensure grade hoard ( 3 0 remains level. _ - slope ,.� _ PLAN small catch basin or yard drain IVTS 2' x 10' level trenches pipe on. galvanized bolts min min _7OO sq. ft. • Type I CB 2' x12" • a o J p ressure treated grade E • p : 0 4' or 6 perforated >700 sq. ft. standard board N ° 9 . o pipe laid flat dispersion trench -- e o 0 7 � w/ notched grade board 4 x 4` support Po � o n dean (5 5% lines) length 10' per 700 n ft. • 0 1lie - 3I • washed rock of roof area, t = a °. • ° see Figure 4.2.2 -C of the ,ter fabric Surface Wat er Design Manual "15% max for flow ccx it, oftater qualit treatte in rural areas. PLAN VIEW C)F ROOF SECTION A - NTS DOVMSPOtff DISPERSION TIRENCN SURVEY NOTES ^�..�•� �.�. .. . � -_,!_ ��•,�,•, SURVE PERFORMED BY GEOD IN C. PROJECT) 2044 -470 • r • - THE ORIGIN SURVEY I I I I �.w• I co GENER NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206- 433 - -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work sholl conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless othennise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities sholl be done under the direction of a Washington licensed land surveyor. Vertical datum sholl be NAVD 1988. Horizontal datum sholl be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights- -of --way, easements, and Access Tracts. T �CW- REPORT''3Y CORNERSTONE GEOTECHNICAL, INC. (1/18/05) FOR SITE WORK 1 W O.C. SMAMTE PERl�t=T RECOMMENDATIONS. I � • 2 - RED FM S( nkmil pipe O.D. I ' -0 1'-0 2 grade 4 J �l mi° min end cap or plug board notches 2" � P�mb'n9 . . ° ° ° o clean out wye from pipe Gas Pi a o NOTES_ 4` or W perforated pipe laid ftat/level CR Y Of Tu. "4. ►�� notched 1. This trench shall tie constructed so grade hoard ` as to prevent point discharge and/or BUILDING DMSION o erosion. 2"x 2' notches A "a v type I CB w /solid cover (locking) 18" O.C. A 2- Trenches may be placed no closer than 50 feet to one another. (100 feet - __ "♦' along ftowline) influent pipe (max design 3. Trench and grade hoard must be ; `, J - _ , _ - .�, � p, flow <_ 0.5 CFS per trench) level. Align to hollow contours of site. ° Dean out wye from pipe 4. Support post spacing as required by ' `: _ ��; :.� ° o ° o o soil conditions to ensure grade hoard ( 3 0 remains level. _ - slope ,.� _ PLAN small catch basin or yard drain IVTS 2' x 10' level trenches pipe on. galvanized bolts min min _7OO sq. ft. • Type I CB 2' x12" • a o J p ressure treated grade E • p : 0 4' or 6 perforated >700 sq. ft. standard board N ° 9 . o pipe laid flat dispersion trench -- e o 0 7 � w/ notched grade board 4 x 4` support Po � o n dean (5 5% lines) length 10' per 700 n ft. • 0 1lie - 3I • washed rock of roof area, t = a °. • ° see Figure 4.2.2 -C of the ,ter fabric Surface Wat er Design Manual "15% max for flow ccx it, oftater qualit treatte in rural areas. PLAN VIEW C)F ROOF SECTION A - NTS DOVMSPOtff DISPERSION TIRENCN CALITK)N iINDE10CM0t1N0 Ui1UTIES EAST M ThE AREA AND U7UTY riORMAllai SHOWN MAY BE l4OaPLE7E. STALE 'tAN REQUIRES THAT C01i7QACTat CONTACT THE OW-CALL UTUTY LOCA7E SERVICE Ai LEAST 18 MQXtS BEFORE STAR7lK' ANY CON57RlJCllai. 1800 - 424 -v666 �- .�.. SURVEY NOTES ^�..�•� �.�. .. . � -_,!_ ��•,�,•, SURVE PERFORMED BY GEOD IN C. PROJECT) 2044 -470 • DR AWI NG0 2004 - 470 S1.DGN. NOTES LASTED BELOW ARE ASSOCIATED 1MTH • - THE ORIGIN SURVEY }= 1 THIS SURVEY WAS COMPLETED 1M THOI; T BENEFI T OF A CURRENT TI - - REPORT_ EASEMENTS AND OTHER EW:UMBERAMCES MAY EXIST ON THIS w..... +mow► � _.�. - -�- - - w� • • ._ ..�.. - - ' ._� - �- _.� .�,�,r PROPERTY THAT ARE NOT SHOW4 AEON. • 2 - INSTRUMENTATION FOR o 4 SURVE WAS A 3 SECOND NMCON NPL o TOTAL STATION_ PROCEDURES USED 1 *1 T}YS SURVEY MEET OR EX(:EEO • - o STANDARDS SET BY 1NAC 332• - 130 v� a 0 0 Z 0 3. THE i�FORYATION ON 7WS MAP REPRE TS THE RESULTS OF A SURVEY 1 26.03' MADE IN OECEM!" 20014 AND CAN ONLY BE CONSIC RIED AS W111111MCATING THE _ IERAL CON ITII NS E)C'ST1NG AT PR AT T11ME_ I 4 U TIIUTIES SHOWN ON Tr*S SURVEY ARE BASED UPON ABOVE GROUND H OBSERVATIOR S AND AS -BLOT PLANS V#RE AVARJ1JEr A+C71UAL LOCA71ONS OF UTI11IIES WAY VARY AND U11IJ71 S NOT 5MM ON INS SURVEY MAY EMT ON THIS SIIX 7H S 9JZWY DOES NOT FSPRE T A 9"XMRY REV W IT ZS NTDiDED O &Y AS A I sufftEY CALITK)N iINDE10CM0t1N0 Ui1UTIES EAST M ThE AREA AND U7UTY riORMAllai SHOWN MAY BE l4OaPLE7E. STALE 'tAN REQUIRES THAT C01i7QACTat CONTACT THE OW-CALL UTUTY LOCA7E SERVICE Ai LEAST 18 MQXtS BEFORE STAR7lK' ANY CON57RlJCllai. 1800 - 424 -v666 �- .�.. s- ' vc +r\i ^ ^. T/�..��- +•r+�..�+�..�.•.� _ ^�..�•� �.�. .. . � -_,!_ ��•,�,•, ..» �.... •.�r�� S� -."••.� - - .� -�.r+- � ter.. -•�e. � POWER: THO TELEPHONE: QWEST FIRE: TBD SCHOOL: X406 w..... +mow► � _.�. - -�- - - w� • • ._ ..�.. - - ' ._� - �- _.� .�,�,r - - - - �w ^t.....� .�. --..► �.� . -••�.- •. -...r_ ......w.. -- CAN: COMCAST LEGAL DESCR IPTION 0 i `1 e--c runs have been reviewed by the Public I cri Works for con&oeffilla with current J o 0 ' CiTI• standards. Aamptnee b sobjeet tn errnrs and nraissiOiK which do >IMt aatbedse violations of 0 I EdcTted sumdsr& 11e a >OStllt!!!. The re gmsibility for the . f afteat7 of the d tests fatally with the designer• uumft �detioels or rrvisioaa to these d'-1vnnP 06W Oi AN VM void this aomptanoe and wffl ping • s+a ekW of wvisw drawings r for sabsequm 1g; o A Final aooephmoe is aeb�eef to &M fnvectioe by SW09' 14 "E CONTACT INFORMATION APPLICANT: PITZER HOMES, INC REPRESENTATIVE: JOHN TAMBURELLI DAMS REAL ESTATE GROUP 1201 MONSTER ROAD SW, SUITE 230 RENTON, WA 98055 (206) 920 -2220 ENGINEER: DUNCANSON COMPANY, INC. 145 SW 155th STREET, SUITE 102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON, P.E. (206) 244 -4141 UTILITY INFORMATION SEWER: VALWE WATER: WD# 125 POWER: THO TELEPHONE: QWEST FIRE: TBD SCHOOL: X406 GAS: PSE CAN: COMCAST LEGAL DESCR IPTION (PER CLIENT SITE PLAN) ° - -- - - .... LOT 1, KING COUNTY SHORT PLAT NUMBER IpO 1064070, ACCORDING TO THE SHORT PLAT RECORDED- UNDER- RE60RDMiG NUMBER 851205 RECORDS OF KING CpUIVTY, W,A. XCEPT THE SOUTH 150 FEET TFffF2E0F. Y CLASS B ACP " F COMPACTED SUBGRADE 4- CRUSHED ROCK U EARTHWORK ESTIMATE If CUT = 275 CY � FILL = 135 CY DRIVEWAY CROSS SECTION / _ EXPORT = 80 CY ' �.��. f�. s'�_ �► � � - �'��'. -�_` - � �- .- +•�! "-'�. � a 71- '..ten �►.- �� �.. _�A. NTS LT-- 26 i+ECE-Z w CrrfOF JUI r 2QPU P8%W C8CTEA GRAPHIC SCALE o s 14 ao •a if FEET t wch - 1 • a DUNCANSON Company, Inc. 145 SW 155th Street, Saute 102 Seattle, Washington 98166 Phone 206.244.`141 Fax 206. 244' .4455 U M z� W Cn Z 0 0 i a 0 0 Z 0 �. N C 4 s a 0 Z� 0 V 0 H W L Ono a � t U - a Ej DRAWN: CJB DC1 NO: C5474 DATE: 06/0`8/05 C1 61 1 OF 3 SHEETS t ip- M W Cn Z 0 i W Z 0 �. 0 Z� 0 V 0 0 W L � cr. W W � � � U') o N n O Z ± r t U - a Ej DRAWN: CJB DC1 NO: C5474 DATE: 06/0`8/05 C1 61 1 OF 3 SHEETS t ip- .__. NOTES: 1. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE. FN SLOPE AWAY FROM WALL 1�1 1I:J I Is IJr H 11 • +1.111111114 11: 11 -'4JI I.10MI1 /v•If111I1AI•.II •. •I � I 'Ai I I 1 1149 1 CIA lit I'li :'I I.N U1 .I 11 11 I% Y P• 114 • 10.11 L'Y I I i'.'.1 I I I I I —n 10 hJ 1 I •Its •K NII 1 —_— _ 44 4 k1 I • I:Y — — — — I11 1 I V ��_1 4 '11/4 1 1 f -14 11 - sp V-11 -11 I'I l4Jl !NX NI IM A .1 1 N 111 I'll• .I I •.;ti : J I I I'A - • • 1 I Y.1%1114-141.111 I XO- IN# ..J 1 I!4 1 1'r•:•:l rti 111 I X I••- I N Is 1 141 1.L- -. I • ': 1.11P1•.•.8X1.4 'At -11li '.1; M1.111-411 1111 1•:':•1.1 @'kit 14 11 I{'i I I N • .111' N N O' 11611 1 111 III�X-X-wll �'t r r 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH • — "� r1 • • • • , A. PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREADTAP, ROMAC 202S OR EQUAL SIZE AS REQUIRED. B. CORPORATION STOP, AWWA LP. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B -2969 OR EQUAL AS NEEDED. C. COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H -15451 OR EQUAL. D. COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. E. TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SP READER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. ............... WATER PROOFING BY OTHERS r ` 7% - 1 DRAIN GRAVEL, - r ` l 12 MIN SURROUND 4" RIGID PERF PIPE WRAP W/ NON WOVEN - FILTER FABRIC` k7 I n 2"f N TS C rV �� ,A iU IL 7 % 2E PERW CEKr0l CAUTION! uNDERGRICIx+o ururFS ousT IN THE NtEA AND utk:rr *cotWAna+ qww+ MAY BE MookfwLM STALE UN REWliES THAT Ca1lRAC1QR pplITACT !IE OW-CALL U7lJT1l LOCATE SERMCE AT (EAST 18 FgIJRS BEFOp£ STARTrIG ANY CaNS1RUC710N. 1- 800 - 424- .��66u ,. ._�"'.rw •-.w r.+.�..�. •.�. +�+- .w�.r�.� r•�. w.rs �'�/'.� +r..��- --.�►- ��-..� �.� . -�.�w. t .�....s+ - ..�. �. :..� - ` T•M• ��._. �M.��� --- .PW. - 'dPI y w► ►sue.. _ �.-�� -..... - .w- --� --' ..-y .�.�+ .. - .. y.s,�.+...� _ �.- - .... _ � 44 .1 .1 11 I'#I ' d -W'-. t 11 I 1.4-1111 •1.1 I'll I F•. I xhINI II fit NI II 1 KA 111 111 — — — — -- — •. r'' I.111Jt I � �.: 1.11'!.• • 1 I t — — — - -_ — -- 0441N41 �IIII It: "!.I Lai NI I)lvi' ' — — — — — IIN AJIY w IN 1.11111 11 NI [IF1 I • —� I:1 .1 If TYPICAL PATCH FOR RIGID PAVEMENT - — - — - — a.— -- ..=— w"1� - a - — — .. , .•w.w.... M- i �. - .,P . "..�-�� -« - — — _..w -��... up a DUNCANS0N Company, Inc. 145 SW 1551h Street. Suite 102 Seattle, Washingim 48166 Phone 206.244.4141 Fax 206.244.4455 U z� ONO w � � 3 x Q W o N R a F R+ co ru � a DRAWN: C 00 No: 05474 DA : 06/08/C5 r-.► ; 44t - Cl 2. cw 3 SHUTS Ill W 2 O i to z W 2 Z F= 10- Icr 7E o U 0 I U Imo' � LAJ U cr W a � Ir - 1 � ' ' O� I I o o N 1 o Z ! co ru � a DRAWN: C 00 No: 05474 DA : 06/08/C5 r-.► ; 44t - Cl 2. cw 3 SHUTS Ill • 1 W.") ',' rnK1CT01 Ir`Tir1A1 CAITD AAIrC ti i i i i i i i i i i i i i i i i i i i i i i i i i i i MIRAFI 140NS OR EQ. FILTER FABRIC MATERIAL (60' WIDE ROLLS) OVER 2" x 2" x 14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO HARE I I BURY BOTTOM OF FILTER II II FABRIC IN 8" x 12" TRENCH II I II U U 6' MAX. -- -�, 2" x 4" STANDARD OR BTR (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS ELEVATION PROVIDE 3/4" — 1-- BACKRLL IN TRENCH OF FILTER FABRIC M 19!1! r mom Z loe oP o G� \c> PER KING CO. ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID DAMAGING PAVEMENT EDGE. CROWN ENTRANCE TO DRAIN. Yr+ 0 ©&- s � PROVIDE FULL WIDTH - OF INGRESS/EGRESS AREA OO lJCTM 2 CE DE Ti4� �• co co ui TE9C NOTES 1. THE EROSION PREVEIN AN SEDIMENT CONTROL (ESC) M E ASURE S ON THE APPROVED PLAN ARE MINIMUM REOUIREMENTS. GRAPHIC SCALE 2- BUOK BEGINNING ANY CONSTRUCTION ACTIVITIES, EST ABLISH THE CLEARING LIMIT'S, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND 40 in SEDIMENT CONTROL MEASURES. 0 3. BEFORE A GROUND DISTURBANCE O ALL DOWNS TREAM EROSION AND �4 OPER INST�'VONTAIrI ALL — SC MEADS T ACX:OR�N 0 THE ESC N �r PLAN. t ici - IQ CITY OF TUKMA 4. ESC MEASURM I CILLXWG ALL PERIMETER CONTROLS, SHAD REMAIN IN PLACE UNTIL F 4 AL SITE CONSTRUCTION IS COL PLE "I AM PERMANENT STABILI ZA TH)h IS JUL 3 I 2% ESTASUSHIED. 5. FROM MAY t THROUGH SEPTE]MBER 30, PRONE TEMPORARY AND PERMANENT PowTam" COVER MEASURES TO PROTECT 01S7U0*" AREAS THAT WIILL REMAIN UNWORXED FOR SEVEN DAYS OR M CAUTIOIVI INIDERGR0UM U7R17E5 ExiST N THE AREA A!() unun WORMAnON sHoM MAY BE INCONIPLIM STATE Uw REfUNE5 THAT CONTRACTOR CONTACT TW ONE -GILL U7IIJTII LOCATE SERVICE AT LE/1ST 18 HOURS AFORE STARTING ANY CON57RNC710p. IAKM-424-55W �./�\ - .J _ i�� � •.��� .�.�. .._ � �... -"••�� �. _ � ��.�.lr �. 4-.i • �_� - -ter . t .•�^� y.y�..t.. -. .'+tom - _' �. � - `� ---.. .•.•�.�..�• w�• - .�. - .mow DUNCANS0N compmy, Inc. 145 SW 155th street Suite 102 Seattle. Washington 98166 Phone 206.211.1111 Fax 206.244.4455 U Z� W w I 1 3 O il Z 0 x Q W W Ra N 0 o U 0 c): U ;cA H M P4 �i� j 9 I ai W I 1 (n Z Z 0 W z ;= CL 0 o U 0 c): U ;cA }� F �i� j 9 I V W > a_ i W! I I 1 I ! ;kn i I ' N I � i 2 r , a w� '- DRAWN: CvS DO N4: 054- DATE: 06/08 Room 7-3-x• 3 OF 3 suers 4 4 14 LLGAL RIP LOT 1, KING COUNTY SHORT PLAT NUMBER 1064070, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8512050572, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 150 FEET THEREOF. :. 11. 111 :• J_QPOG l4N: TOPOGRAPHY BASE IS USING KING COUNTY GIS MAPPING. FIELD VERIFICATION REQUIRED. IMPERVIOUS SURFACE (RESIDENCE): 1260 S.F. IMPERVIOUS SURFACE (PARCH /WALK): 19 S.F. IMPERVIOUS SURFACE (DRIVEWAY): 400 S.F. TOTAL IMPERVIOUS SURFACE (ON SITE): 1679 S.F. RIGHT OF WAY UTILITY WORK do HOOK - UP WILL BE UNDER SEPARATE PERMIT BY THE RESPECTED U11UTY PROVIDERS. 5 OVER -HEAD POWER do TELCO an, .�._ an. _..._ ovw -., an, � oM -� a►M --- �,,, —..._ � � oM __._ • 3 5 one APPROX SEWER LINE LOCATION ,Aq APPROX EDGE OF PAVED ROAD 4 SS APPROX GAS LINE LOCATION SS -- - _ SS _ S 15 4TH STREET 6 I I o I CENTER LINE OF PAVED ROAD au ---.• .. N I W w w w w - --- -- I APPROX EDGE OF R.O.W. -- w w I w—� w 10; STRIP DEDICATED i _ - • TO COUNTY(SP 1084070) " TO BE REMOVED $88'09' 1 4`E ' I --�- _ APPROX WATER LINE LOCATION I 16" I 1 20 -0 I t i CONCRETE I DRNEWAY I EXISTING DRIVEWAY I I i � ► 1 - I I OVERHANG j I I I I I 9 6 I i t I I I . r I PROPOSED I I I SINGLE FAMILY ! I I RESIDENCE i ................ I I i i i t�U► :• S 144th St ° +� a V. 4 S 1441M S! v, 4 O L 'Z 14M 3t Sn V5 VIP � t S2e►tt St _ �+ �� S : Sind S t a ' ct S • � St 2094 MwpCzw5t UL- • +y 15' EASEMENT FOR INGRESS; EGRESS AND-JUTUUTIES .. PITZER HOMES, INC. \ TUKWILA / ZE]GER 4651 SOUTH 150TH ST \ `Sl TUKWILA, WA SITE PLAN t 5 R ' o DOWNSPOUT CONNECTION POINT (TYP) �Q 1 CONCRETE S I I O� 2 I I � L (EXISTING I 4„ HOUSE 24 I 1 • PVC TIGHTLINE .9 X TYPE l CATCH BASIN (TYP) IL (2) 2'X 10' LEVEL TRENCHS =' 81 ao I ! \ 20 \ 9� 1 \ a o I qr �� I � r- SW0 9' 14 1p 63.4 . \� I 10 1 \ 16' 80 4p i •� �, I .+ 1 I � , I �__ r _ r 12. /.. j iflRE ,.� 1 a�► avr 1 w a E�nr LK r DRAINAGE. PLAN NOTES: I - STORM WATER RUNOFF FROM TI E RO OF SHALL Bf- ('OI.I.E('"TI:D IN A TYPE I CATCI BASIN AND - 1 - I ILN ROUTED 'I'l LROUGI I A 4" PVC PIPE TO A DISPERSION TRENCI1. 2. (2) 2'x 10' DISPERSION TRFNCIIS WILL BE INSTALLFI), ON FOR A( 700 SQ. FT. OF ROOF AREA. (1260 sq. ft.) 3. T HE FINAI. GRADE ELEVATION MAY BE ADJUSTED AS NF:SESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLPOLS FOR DRIVEWAY, OR TO FAC'ILITAT'E DRAINAGE: FLOWS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPI:NIN(;S DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG (1/5/05) ON THE LOT. TI IE SOIL TYPE. AND STRATIFICATION WAS 'TYPICALLY AS FOLLOWS: 0 -3.0' BROWN SILTY SAND 3.0 -9.0' BROWN /GREY MEDIUM SAND NO EVIDENCE OF WATER TABLE ENCOUN'T'ERED SCS SOIL CLASSIFICATION: URBAN LAND 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. Legend xx -- -- INDEX CONTOURS - 10' INTERVALS xx -- - INTERMEDIATE CONTOURS - 2' INTERVALS CONIFEROUS TREE (LABELED WITH CALIPER) • DECIDUOUS TREE (LABELED WITH CALIPER) DECIDUOUS MULTI -TRUNK TREE (LABELED WITH CALIPERS) o� �+ •�+ OVERHEAD ELECTRICAL LINES ---ss SANITARY SEWER UNES (PER AS -BUILT INFO) - - `•- WATER LINES (PER AS -BUILT INFO) GAS LINE Kev Notes Q1 R y, 6 IL a Cmr OF Ts KVS" � F a * fto cEmrm 9 1 r r 1 1 r r � n J i ~ l WATER METER �2 SEWER MANHOLE �3 FIRE HYDRANT Q4 WATER VALVE A UTILITY POLE A ASPHALT e GRAVEL R y, 6 IL a Cmr OF Ts KVS" � F a * fto cEmrm 9 1 r r 1 1 r r � n J i ~ l Z /b�0� -OZ 1 N�I�id a a tit ll � wa��� rL s ly I t a ll 2 Pf 4 � 4 faqa � t I i (; 5: t 11 pb R - I t IL IL ci IM lu ub a�`E9xg �• Y as In 46 r IN s e � gift L IDA iLE je in 2d Sdd �i d 5 I E I� E� i� i Q �Z N �I �I ' 'JNI =m ""a r0 I; itl Nt�INO Nafta U GMMM TT/ dW OftLW O UDU ini1~W A ; sl aM =1641'M "Ma NOW 40"1$40M Na"WA Aft%U M rOru to w wtVW NUKL ro IW"O.l pro TW iO dOPJA + AW ,r 0WU*t kfMM 'A�&'# 4%%a S 0"IM i'JN�+aboo�w NI M► *ffu Mitt '�L M M NOW AMIM ow "I" " 11 4 1 1 7fO1 "" %" NOLL 9" Al %WNW %4 d"M IW RI�I BW 1 81 10d M dO Aft"ft of k) ORO MI! lu IN IT 2 1 t �s W LL I f Is 2 1 0 R� p Y rd 8'd gu oil - it § < ) -N�g 5�3Y� x� Ji vz9d y 4 �i&`�� o� � a 3 IL 8 Y O O v w ly tu � �� Z V V9 ?< II.0 HL S9S 3 r � s ! r 4 T e A F t !6C B p E g r j d i'Y C B �B 4Ply 4 ao oRol gift L IDA iLE je in 2d Sdd �i d 5 I E I� E� i� i Q �Z N �I �I ' 'JNI =m ""a r0 I; itl Nt�INO Nafta U GMMM TT/ dW OftLW O UDU ini1~W A ; sl aM =1641'M "Ma NOW 40"1$40M Na"WA Aft%U M rOru to w wtVW NUKL ro IW"O.l pro TW iO dOPJA + AW ,r 0WU*t kfMM 'A�&'# 4%%a S 0"IM i'JN�+aboo�w NI M► *ffu Mitt '�L M M NOW AMIM ow "I" " 11 4 1 1 7fO1 "" %" NOLL 9" Al %WNW %4 d"M IW RI�I BW 1 81 10d M dO Aft"ft of k) ORO MI! lu IN IT 2 1 t �s W LL I f Is 2 1 0 R� p Y rd 8'd gu oil - it § < ) -N�g 5�3Y� x� Ji vz9d y 4 �i&`�� o� � a 3 IL 8 Y O O v w ly tu � �� Z V V9 ?< II.0 HL iN In in All I e di i t 1K IL WN lc� 21 1p gy EL N 4 4 eg� 9 1 x . aL �SE�g IL e 3� �� � u z � ci of NI-i F- �ju LL Jim tu z IV 1 IL iYF61L 3 [il � ^ sY 1 Z Y n C C a lu S9S 3 9 3t ! �i 4 A F t !6C B p E i'Y C B �B 4Ply 4 ao oRol I R 8 r 8�� i A iN In in All I e di i t 1K IL WN lc� 21 1p gy EL N 4 4 eg� 9 1 x . aL �SE�g IL e 3� �� � u z � ci of NI-i F- �ju LL Jim tu z IV 1 IL iYF61L 3 [il � ^ sY 1 Z Y n C C a lu S9S 3 9 3t ! U-' 4Ply 4 ao oRol I R 8 r pqo 0 LUL q t% g���C t z �3 1 t f z o il ASK je S9S 3 9 3t ! 4Ply 4 � oRol I R pqo 0 4 it M w= e e Ip ¢es�t v g f ee R IO �n i� i 1 . i 0 9 ` R r I i r� ��N510R� -ATI P RAMINb AND FOUNDATION 2Xb STUDS • I b" O.G. DIMENSION V ATI ON NQ= R - 21 BATT. INSULATION FINISH PER ELEVATION O/ 2X6 STUDS • 16" O.G. I. 1NRITM DIM"IONS TAKE PRECEDENCE FINISH PER ER ELEVATION O/ R -90 BATT INSULATION 15 LB. BLDG. PAP OR � OVER SCALED DIMENSION'S. 15 LIS OLD PAPER OR AIR INFILTRATION BARRIER R -21 BAIT. INSULATION AIR INFILTRATION BARRIER 5/4 T46 PLYWIOOD SUBPLOOR O/ SHEATHINS PER PLAN 2. ALL FOOTIN65 TO HAVE. A MIND 0/ SHEATHING PER PLAN GLUED AND NAILED R -50 BATT. INSUL-ATION p!!PTH OF I8' BELOW FINISHM GRADE. S. STEP FOUNDATIONS PER SITE Z- FLASHINS CONDITIONS WUOD TRIM 3 / 4 ' T46 PLYW °JI OOD WLOOK 4. ALL C4NCRM FOOTINb�S TO REST ON OPTIONAL E CDR E � UNDISTURBED I EXT. OLLED AND NAILED. FIRM UNITBED EARTH TH MINIMUM 2X FLOOR JST OR T.J.I.S PER PLANS 2A000 PSF BEARING PRESSURE �!l49gR '4' GONf�. SLAB TO SOIL'S me"M I Y#EN R Atw). PIa!l: TREATED L1. _ z 2X6 55iRE (1) w4 BAR i PLATE W/ 1/2' DIAMETER S. ALL WOOD IN CONTACT WITH GONGRE M �0 GOVT. TOP ANCHOR BOLTS AT 4'-0" O.G. OR MASONRY OR EJQ�D TO EARTH OR AND 12" MAX. FROM ENDS, OR - 2X .UST's OR T .I. PER WEATN�lt TO DE I°RL"39URE T1llIh1CD. % _ PZR SCHEDULE STUB OUT 4 Zvi 7 MIN. EMBEDMENT _ • l6" O.G. 2X6 t�A TED SILL � TI6rHTLINE # i w _I PLATE IW I/2" D� z 6. 'VERIFY ALL DIMl�IONS AND FIELD STORM I I I J HOOK BAR PM IRG 405.1.6 -_ � I � i I Al G Ik BOLTS AT 4'- O O.G. GOND TION�lS. Z 11 REQUIRRW I N b MIL. BLACK VAPOR BAPME R IL (I) �4 COW. T � AWE IZ` MAX. FROM ENDS, OR � _ � L '1�MIN, Ei�EDMENT � T. R)RGIUN UNTIL ALL PERMAPLNT J HOOK BAR MR PL X109.19 z_ b MIL. BLACK V.D. G4X•IGTION5 AND STIF7"'GTIINQr HAVE Imp I I_ OM INSTALLED. l (2) 04 CONT. BOT. Z - � � � � � 11 1 - 1 1 J , ` 1 6. PROVIDE DOUDL.E LVL JOIST OR 10LOGKIN6 1 ' (2) M4 GONT. BOTTOM AT PARTITIONS ABOVE. 4 PERF. ( 4" 8" Q 4" PERF. � PON. ORAI L SCALE 1 1 • • I'-O" FD� DRAIN b SCALE a I' • 1'-0 4. PROVIDE 11 "x'1` FOUNDATION VENTS q 01 CODE. PER WITH I/4' C40 RONON RESISTANT WIRE I Q I 1 � � � . NA �sF! �IIRL'PER 2 PORCH 5LAB/ t AS R 10. ■ DENOT M 811 AMN6 POINT IN 2X4 PO WALL, PROVIDE MIN. 2X6 PRE5e5lJRE TREATED SILL 2X6 STUDS AT 16 O.G. F'RAMINS 4 FOUNDATION DIMENSION Y ION (2) 2x4 STUDS • INDICATED POINT PLATE W/ l/2' DIAMETER 4' BRICK VENEER O/ 2X6 STUDS • 16` O.G. A NOTED O THEMSE NGMOR BOLTS AT 4' -0' O.G. 5/6" TYPE 'X' 6YW.B. • ALL 15 LB. BLDG. PAPER OR R -21 BATT. INSULATION AND 12" MAX. FROM ENDS, OR COMMON LIVING WALLS. PER AIR INFILTRATION BARRIER 111. GRANL SPACE TO BE A MINIMUM OF 16 ' '1' MIN. O/ SI~EATHINS PER PLANS R-90 BATT INSULATION BELOW M-00R JOIST AND 12 BELOW 6 R -21 BAIT. INSULATION BEAMS OR GIRDERS WITH MIN. b MIL BL.AGK 3/4' O U PLYWOOD LR. FACE STAPLED. . 9/4" T46 PLYYVOOD VAPOR SAIRRILR 6PZUND GO IM VLR LAPM EXT. laJ!°D AND NAILED. G, �METAL TIES AT 16" O.G. SM M_OOR EXT. 12 AT SEAMS AND Uf EACH V4AY GLUED AND NAILED FOUNDATION WALL TO SILL PLATE OVER PRAMIIN6 AND TYPICAL. FOUNDATION WALL 12. ALL BEAMS TO BE 4x10 MDF (SEE SHEET 1 z 4` CONC. SLAB O/ FOR S1 946TH VALUES). UNLESS RI FLOOR JOIST b MIL. VAPOR BARER O/ OR T.J.1.15 PER PLANS 4 6RANULAR PILL SOLID GROUT BELOW PLA5HIN6 2X KX. JSTS OR T.J.I.'S PER PLANS 13. ALL P05'T5 TO BE 4x4 (4x6 AT Z LINE OF T.O. SLAB • PORCH 2X6 PR SSURE TREATED SI PL BEAM SPLICES) TYPICAL UNLESS NOTED R-JO BATT. IN5U LATI — — ....._.. �..... • . PLATE W/ I/2" DIAMETER OTI�ERNq°M TYP • I'50 ATW SEAM RLWS. Z I t (2) w4 BAR ANC.HOIR BOLTS AT 4'-0' O.G. (1) 04 BAR ad GOVT. TOP 4' G.M.U. ` AND 12 MAX. FROM EWS, OR 14. ALL ISOLATED SPREAD FOOTIN65 TO Be PER S SC 24•x2 TH ICK WITH (2,) •4 BARS GOVT. TOP ; ° ^° TI L INE L �" MIN, _Z � � � i N � I � OTF!°RYrISE. MAY, Ut�1.E''�'8 NOTED 6 MIL BLACK VB I I EI I I - -I I b MIL.. BL.AGK V.S. _ t I Z FO . 1'3. FOUNDATION AOrh OR BOLTS �11RE A t M 104 M OF S"kS'xl/4• PLATE Y44S RS. (i t J NOOK BAR 4 X I Rb02J 1.1 1_ I PER W *ZJ� _ '� II - • .1 (21 r4 GON'T. DCyTTOM � ? � r 16. A" MNvST BE TIED IN L J PER�RG � 3 PLACE MW FOIJI�ATION fFBI"BG1'ION. 8109.1.1. 4 8 4 (:J " GONT. eoTTOM FOO E Lo .q n SCALE = I ` • 1' -0" 4 F� DRAIN In Aq 7� - -1 SCALE = I • ■ 1' 24' VIA 1el= X 10" TN' " HOUSE / &ARA &E FIN. 6ARA &E FDNABRICK VENEER (2) 04 A� FRAMING AND FOUNDATION 9/4' T46 PLYWOOD 5UBFLOCI t SW DIAMET X 12' THiG EXT. 6LUED AND NAiL.ED • � �3) �4 BARS EACH MAY. INSULATION MIN. 2X4 STUDS AT Ib' Or,. 9O' FINSH PPR EL.EVATION O/ IS LB. OLD6. PAPER OR AIR INFILTRATION BARRIER 2X4 TREATED SILL O/ Sf 24'k5' TtNC�iC G04iTil�lliOtlr' GONG. EATWNb PER PLANS PLATE VV I/2 DIAMETER ANC WW BOL TS AT 4 '-0' O.G. 13 POOTINIS WI'M (9) 04 OARS. AND 1 20 MAK FROM ENDS, Oft PER Si'EARWAL.L 2X SOLID BLOCAONS Z- FLASHIN& r MIN. A000 TRIM 40 GONG. SLAB O/ 2x FLOOR JOISTS BEAM PER PLANS OPTI,010L 6 MIL. VAPOR BAP RIER O/ OR T. U.S PER PLANS {m 6FL UI"AR FILL. META POST TO % BEAM z (1) 04 BAR (� ° G � AG44 • 4X4 POST ACA6 • 4X6 POST METAL POST '40 � GCiI�f T. TOP _ d 1 Z POST PER PLANS % O 00 PH44 • 4X4 POST Wr4cm 1 °° °0 °0 °00 ° ° ° °0 ° ° ^o PB�b • 4X6 POST PAPER TO Z STORM GRAIN i r, ° ` °" ° I ` °� o f t� 4`I KRr�FT N4� E b MILL VAPOR Oft EGAIAL _ — BAS IF 2 ' J HOOK BAR .4 94 C4INT_ EXMOM M 04 BARS SEE 150LAIM FT&. 4PDl� EA. NIAY • DDRAW b • ONCE STORY Z ,_ O . 77� 1501�►T!°D lF'fb5. NOT TO 4 8' 4 • TAO STORY SCALE _ !• : 11'-06 28-00 T Y ' G � &ARA&E 6 CONTI FOOT IN& �.. ,�. ,,.r..r'�,_, -lam.. � +...� -.� al�..�q..• _-+N�"�ti i..r�..�s -.. -r. �,. w - ''A�. �.� w�.�. .-- .�••- ..--- ,� -.w+ .► _ _ _ _ ��� �� - .......► - .� .... -. �..�,.,,,....r -- . r..�..- ....- . -s — - M 4 STONE vacm TYP. I`0JNi 0AT10 VENT GAL C5. 8" 5-F./ 00 = 5.6 S.F. Mot VENT "a 105 / 144 x _15 : X41 SF. PER YTW. 5.6 SF. / 541 = 10 FVk VENTS 10111940 25 �'`'' c . F " r -. ► w L/ w a •' I v\r PERWCEWM AWG^Vw MEW r Ib a I'' 1 1/2" 4 MIN. --.- -- GOVT . HANDRAIL T h i z • s �J�I� 10" MIN. TREAD NOTE- SPACING BETYCEN INTERMEDIATE 6UARDRAIL I,Ef TO BE A MAXIMUM OF 4" CLEAR, SUCH THAT A SPHERE OF 4" DIAMETER SHALL. NOT PASS TWtjOUSH ANY OPENIN& BALUSTERS TO CON TO IRC SEC. R5115 A -54 PRAMINS ANCHOR 'T s LA YERS 1 1 M X M &m. eD. BELOW STAIRS MAIN FLOOR TRAM I NG NO?' 5 I. WRITTEN DIMENSIONS TAKE PRIZEDENGE OVER SCALED DIMENSIONS 2. PLATE HEI6HT q' -0" THIS FLOOR V.N.O. S. ALL HEADERS TO BE 4x10. D.F. 02 UNLESS OTHEMSE NOTED, CHECK PLAN. eWIVAl.ENT PARALLAM SEAM MAY BE SLOSTITUTED IN PLACE OF BEAMS 4 HORS. 4. BOTTOM OF HEADERS TO BE 6 -6" THIS FLOOR UNLESS NOTED OTHER"W. 5. ALL EXTERIOR MU4LLS 2x6 WITH R -21 INSULATION U.N.D. (5) 2X12 STRINGERS 6 . ALL FRAME NAILINS TO SATI5FY CHAPTER 6 IRC BLOCK ALL FIRE BLOCKINS • MID -SPAN S • WALL PLYY40M EDd !S. ALL CXTERJOR ALON& 511RIPIGER SETYqm STUDS SH EATHIN6 NAILED WITH IOd AT 6" O.G. AND AT TOP AND BOTTOM OF STAIRS �D6� AND 12" O.C. t1�IELD), UNLESS NOTED 071ERAISE, TYPICAL. 2X4 THRUST BLOCK NOT TO 5CALE TYP. INTERIOR STAIR 0 1. PROVIDE DOUBLE JOISTS OR BLOCKING "4M PARTITIONS OCCUR ABOVE. 6. PROVIDE SOLID SLOGKINS OVER SUM%WTS. A. FIRE BLOCKING AT ALL PL UMENNO PENETRATIONS 10. ALL STORA6E AMA SPACES RIDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE 'X" OYPS M BOARD. II. • DENOTM SOLID BEARING UNDER GONGENTRATPD LOADS USE (2) 2xb AT 6" WAILS. USE (2) 2x4 AT 4• WALLS UNL NOTED OTFERMSE. 12. FINISH ALL C- EILINSS WITH 516" GYPS M BOARD. IS. AT 6ARA61! USE 5/6" TYPE "X"' 6YP. BD. AT ALL COMMON MALLS, ALL CLILIN6 AND ALL EXPOSED BEAMS. 14. PROVIDE 26 -6AUSE 6ALVANIZED SHEET META. FLASHIN6 ABOVE WINDOWS AND DOORS. (TYP LAP BUILDING PAPER OVER 15. HOLD SMAN6 6" ABOVE FINISHED GRADE, TYPICAL. 16. 1007OY'13 SPECIFIED ARE Waft BY: SUMMIT OR EWAL.. U * PER SCHE AA .E CAONTRAC TO VERIFY ALL ROUGH OFWUNG . 17. FASSTM MULTI -LAM 2X BEAMS PER I.R..G. STA WARDS, CHAPTER 6, TA9L..F R602.S(I), TYPICAL I6. HANbERS AT POSITIVE CONNECTIONS TO BE SIMP 5014 OR EQUAL. M. CEILING JOISTS TO BE 2x6 AT 24" O.C., TYPICAL U.KO„ PLAN SHOWS JOIST DIRECTION. 20. ALL VOIDS TO HE FWREAMAFT PER, IRC SECTION R602.6. 21. INSTALL WATER NEATER PER M7 NAEGA. SEE SHEET 1. PROTWT FROM IMPACT PER 2003 IMC 22. f RJRNAC E TO BE PLACED 16' ADV. FLOOR ON i MOI R IFURNAGE PLATFORM VV (2) 3/4' LAYERS PLYWOOD. PPZnWT FROM IMPACT PER 2003 M. 25. DOOR BETWEEN MOM AND 60RA4E TO BE 20 MAN RATED, SOLO CORD, TIGHT Frrnr+b, MTN SELF u — .URE 24. NSTAL.L DWL VENT PRPL. fot TEItMlS OF LJSTMb AND MF6R5 5F FWt 5WT10N RI001 IR.G. 25. PRQ qVI! GOVT. HANDRAIL AT STASIS A MIN OF I In" FROM WS{AI. L. REf°@t TO DETAIL I ON SHEET NO. S. 26. STRAP THE P&WER HEATERS AT POINTS MTN IN THE UPPM IPS AMA LOVANt I/S OF "S VERTWOAL Doolla Lum 1.omm PlOon SHALl BE 1 �Wl 4' ABONE CONTROLS 27. WA.LS Y TN OREATOt Tt" SW PLF P95G WM A MlIN*4JM OF A Sx M 134Mt AT PAM EL EDGES AND SLL FLATES. FOR WAA.,LS 350 AND 600 AWACK DOLT SPAC 14S HIAEi Q�I DECAEAMW BY V2 AM 2x Si.L FL.AM. FER R40816 I JLC. .2q. ALL SHOO DIETWTO" TO BE 110 VOLT JMM BATTMY DA ICIP. TW. 'SO. 11<J n Alit' '9M01'�!'.fR • rm a�o�uc — BEIVEM4 STUDS. • LJ T 5"O"t FL4N TO 2-S srx • 14A1 L°JlF1tO0F F%M.L TO FWTH N l%r AaOME ZX%Am LEFT. '• ALL GLA INS rWn# W 1W AMOdE DRAB 04lR TO w WOW 4L/ S& VA#�= eAII010 t 0000 dfPM4 OP. 10 » to I* t SQUARE FOOTAGE SUMMARY NMGI R..CKM - S24 SP. Up" m FL OM IJbi St. Ta*AL PSOSSHED 2.000 Sp. 28 —D emAXAm I" SF. - r C"OFTtAIMS" N Q 1 O N z / �c, v 0 If IV 13 lit •k - "- -- ...r+ -��► �c �..� .- _ -� - -- - - '+ � �-- •�'-- ..�........�..- �..w+ _..__- ..�... _ M.� �. - -+Oa - �.-w. -ter. ► - -ter .r/�._ -.� - .��..�► +.+.... s. -�..+- w -w ..��► +A.�- � - +- �.l�a^_� - - -��_ ...� . +r-�r w►.- .�� I$ RUN I EAC FRAMING . NOTES I. HRITTEN DI -IONS TAKE PRECEDENCE OVER 'SCALED DIMENSIONS 2. PLATE IEI644T 8' -1' THIS FLOOR UNLESS NOTED OTNEMSE. S. ALL HEADERS TO BE 4x10. D.F. 02 UNLESS OTHIRWISE NOTED, G4*CK PLAN. LWI VALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS ! HDRS. 4. BOTTOM OF HEADERS TO BE W-8' THIS FLOOR UNLESS NOTED OTHERWISE. S. ALL EXTERIOR WALLS 2x MTN R -21 INSULATION Ul LEW NOTED OTHERWISE. 6. ALL FRAME NAIL INS TO SATISFY SWTIONS R502; 8602 S 8602 I.R.G. BLOCK ALL PLYY40OD WeCS AND NAIL WITH IOd AT 6' O.G. TYPICAL ALL EXT. WALLS. I. PROVIDE DOUBLE JOI5T5 OR BLOCKINS Y6ERE PARTITIONS OCCUR ABOVE. 6. PROVIDE SOLID BLOCIGNS OVER .SUPPORTS. 4. FIRE BLOCKING AT ALL PLU BIN6 PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED PITH 5/8' TYPE 'X' 6YPSUM BOARD. ■ DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6' INAL.S. USE (2) 2x4 AT 4' YrAL.LS UNLESS NOTED OT ERMSE. 12. FINISH ALL C.EILIN&S YSTH 5/8' 6 M BOARD. 13. AT 6ARA6E USE 5/8' TYPE 'X' GYP. BD. AT ALL COMM MALLS, ALL CEILINS AND ALL EXPOSED BEAMS. 14. FASTEN MULTI -LAM 2X BEAMS PER IRG STNVARDS, 6, TABLE R602.'J(I), TYPICAL 15. HAS AT POSITIVE WW ECTIONS TO BE SINPSON OR EGII)A L 16. ALL VOIDS TO BE F I MRAFT BLOCKED PIM IRC SECTION 8602.8. h. PROVIDE COW. HiANIP"L AT STAIRS A MIN OF I V2 FROM WN.L, P23T TO DETAIL I ON SHEET NO. 3. 16. = s LOCATIONS OF FLOOR REGISTERS 1q. UPPER FLOOR 1'RAMINS TO BE I1 1/6' T.M/PRO 560 • K2 O.G., TYPICAL LWE NOTED OTH StHGE, PLAN SHOWS DfREGTIGK SOFFIT 4 INSULATE A S N O r 0 N z a. F1 JUNNAEMIFLOOR �RAMIING PL/� I/4' it 1'-0' mom M1L7 m TO ' S ' SETS FOR a"" I ETA LS 2x SOL •BJM4 r ..- a Pmalce"m i l ie 21 a, 6� ^&% p^lw ls,E 4 4 _._.�.� -.� .- .r.�.�. - .....� ...- ...�_-- �..�.. _ .�.� ...��..��...�. t� -i.-- -r- "�-- �-�- +- +�_��...w.�. -+w - s�»,.�,.. � +r+-+r � � .mss +w - -. -•w • • k a V QFMR FLOOR FRAMING NQTE5 I . WRITTEN DI HENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE 1EI&4T TO DE 6' -1" THIS FLOOR U.N.O. S. ALL HEADER'S TO BE 4x 10 D.F. 02, U.N.O. 4. BOTTOM OP HEADERS TO W 6' -6 THIS FLOOR UNLESS OTHERWISE NOTED S. ALL EXTERIOR WALLS 2x6 WITH R -ZI INSULATION llN XSS OTHERWISE NOTED 6. ALL FRAME NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLYW000 E06oES. ALL EXTERIOR SHEATHINO NAILED MTN IOd AT 6' O.G. =40) AND 12" O.G. (F IELD), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUDLE JOISTS OR SOLID BLOGKIN6 OVER SUPPORTS. 6. FIRE BLOCKING AT ALL PU"IN6 11" El q. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/6' TY'P'E "X' GYPSUM BOARD. 10. R DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4' WAUS UNL rss OTIE:IRYyISE NOTED. 11. FINISH ALL CEILINGS WITH 5/9" 6yPsm BOARD. 12. PROVIDE 26 -OAAA E GALVANIZED SHIFT METAL FLASHING ADOVE WINDOMS AND DOORS. (TTYP) LAP BUILDING PAPER OVER. 19. WINDIOWS 51" EDIFIED ARE WdR. DYt: 9A4AT OR EGSJA14-. U • PER 5G1fDUl.E TOR TO VERIFY ALL ROUGH OPENING. 14. FASTEN MULTI -LAM 2x BEAMS PER IRC STANDARDS, C+IAPT °R 6, TYPICAL.. 15. GEILINIS JOISTS TO BE 2xlb AT 24" O.C., TYPICAL UND , PLAN SHOWS JOIST nIRSGTION. 16. ALL VOIDS TO BE F1 /DRAFT BLOCKED P!R IRE, SECTIGN R6023. 11. ALL TUBS AND Sfi0010M • FIRE BET Im 5T1JDr. " LIKT 914OP!".1t FLOW TO 25 &P.M. ' WATERFROOIe WALL TO AITHIIN 10' A )OVE DRAIN *LET. ALL 6LAZ** r4THIN 10' A 3 VE DRAIN DILET TO BE SAFfTY GLASS. • VAPOR BAftRM BEHIIND 6YP. SD. W. ALL SMOKE DETECTORS TO BE 110 VOLT VM 19ATTE W BACK -UP, TED. M. PROVIDE GONE. I IN MAIL AT STAIRS A MIN OF 1 142' rROM PIALL, IR19Vt TO DETAIL I ON SHEET NO. 9 20. YrALLS WIT1i 61REATM THAN 960 PL F OR50LWM A I,RIM OF A 9x DER AT ABUTTIt S, PANEL EDGES AV SILL PLATC5. FOR WALLS VIETMEM 960 AND 600 PLF, ANCHOR DOLT SPACING HAS BEEN by I/2 ASE 2x IRG, TABLE 186023.1. 21. 1 AT P09r" /E C.OMEGTI(X4 TO BE SD PSlm OR Elmmm_ rJ' CACZ s V4' a 1*-0' `► it ervl U" �V z YE e 1C+n,► OF TU " FE d Air► DM►7� �a 1�a 66 4 r - �.-- ir+�..s�s .�..r - ._.� - .ter -.... -..�,. - .../ -...,r j ^,... --• - rte.. .. _. .� "..' �...�.�/.�.t ^. •.'Ma- '�..�.' +� ��� � _ _ _. � � �.•.....r-- w.r... �.w._'•i��� �ti � _ �.�•�.�..- s+..�+�•- ►�.- .. -^�w� � � _ _ — ter t2 8° d c tits h �;�kf p c�r� 0 16 E • GOTH'. SHIN&LES O/ 15 I.B. R!LT O/ 1/2" CDX PLYWOOD O/ 2x RAFTERS OR TR OSM • 24' O.G. SCALE , I' s 1'-0' PLATE AT RCOF/FLAT • .. MVQF FRAM I N& NOTE I. SHADED AREAS DENOTE DUMW FRAMING OVER ROOF FRAMIN& BELOW. 2. • DENOTES SOLID EIEARIN6 UNDER CONCENTRATED LOADS. 9. SM FLOOR PLANS FOR STRUGTU!!AL EW-A&- 3 AND HEADERS. 4. ALL RAFTERS TO BED 2x8 HP #2 AT 24 O.C. TYPICAL UIRO. S. ALL TRU55ES TO Be AT 24' O.C. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS PER SEC. 8606 IRG. 1. ROOF PITCH TO BE 6s 12, TYPICAL UNLESS OTHERWISE NOTED. 6. 16 O.N. TYPICAL • EAVES $ 6' O.H. TYPICAL • &ABLE ENDS, RAKES. q. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS (PER TRW MAN IF Y6ERE APPL.IGA ". PROVIDE 'S W50N' Hfl FRAMINS AN +4ORS AT EVERY AT EACH END AND AT &ADLL END TRU56E5. 10. VENTED BL.O ONS OVER SUI- PORTS. li. GHII Y HE16W TO HE 2' MIN. ABOVE ANY PORTION OF BUILDIN& WITHIN 10'-0• PER IRC SECTION Ri001,6 12. BRAC1NFs: (STICK FRAMED AREAS ONLY) • (2) 2x4 UP TO 10' LONG. (2) 2x6 IO' TO 14' L.ONS. * (5) 2x6 OVM 14' L0f4Ts. 15. PLATE HE164M 0 MAIN FLOOR 4' -0', TYP. UNA. UPPER FLOM 8'-1', Tyr. UNA 14. TRU56E% • CARRY $TAW. • DO NOT ALTER WITHOUT BUILDING DEPAOtTMEW APPROVAL. • INSTALL AND BRACE PER H 6R SPEC. * NON - BEARING YVALI.S SHALL BE HELD DOM FROM THE TRIM BOTTOM CHORDS WITH A64 APPROVED FASTEH@t (SUCH AS SIMF'SON STC). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOD SUPPORT DRAGIN& OR POSTINS AND PR01/IDE AD AZ^TE BEARING TO FOUNDATION. 16. MA04SERS AT POSiTNE CONNECTIONS TO BE SIHy =50N OR EGILal1L. 1'7. NAIL ROOF SHEATINS 1VV 60 CO"AON * 6 Or., AT PA R L EPSM AND AT KA" PLAT IN CKMS AND 0 12 ' OL FELD, TYPICAL PER FRG R60" j. " TRUS6 ENbIt'E£RING= PER RC R602JOJ Tom{ ENb t OF RECORD VINO V%LL REV AND NOTE ON THE Ti"T THEY HAVE FOLD TO BE M 6EFERAL C4HrOW04CE MTN THE DE &ON OF THE W&JANS. THE ENb1iE - r1PPROVw 1 THEN IM F0FW4AJtVW TO THE BULD 0 OFFICIAL. FOR PIMPA SN AND API■ROVAd- PRIOR TO rWA# 11NG INSPEGTIOM. CITY AFVROYM SHALL NE ON THE JOB SITE AT MSPWWA.S. T1RW E1ibREERl15 SHALL OCL11DE SPECAMG TWLISS d�AGMG olo ROOF VENT GALCf2. ,- pkxr APEA. 1900 St. /'!00 s 4*0 SF. V NTOW PEOV- 4:60 St. / 2 s 2..90 St. V194T1i6 1111MM AT 047M R 2 W "- / (.44x.IW s 'I NIIf TS 1lP1ii'O. MDT 1110998 TO ' S ' SiEEPT'S fOR OMLLEr MTA&S P cnv TWIMA FF: 1 3 (g(D �V z 2@00 mc L1 lit A oM►T� - •�..._..._- -_ w-..r.► +r — y.. - � Jam. - . .�..q.1..�.�►�n..�.••'� -�__ ....a is 14 . i , \� _ .+ •,..wow. ►v+ �. � �w r��.. r.� _v: ia�...wa..��..r R-56 INSULATION So CONTINW)US M ;_ -• ` - _ JOIS �� ( OR TRUSS PM .. . WE P LANS FINISH PER ELE VATION It-21 BATT INSULATI _ - . ,. PAPER O 3, - . BARRIER 0/ SHEATHIN& PER PLANS SCALE , I' s 1'-0' PLATE AT RCOF/FLAT • .. MVQF FRAM I N& NOTE I. SHADED AREAS DENOTE DUMW FRAMING OVER ROOF FRAMIN& BELOW. 2. • DENOTES SOLID EIEARIN6 UNDER CONCENTRATED LOADS. 9. SM FLOOR PLANS FOR STRUGTU!!AL EW-A&- 3 AND HEADERS. 4. ALL RAFTERS TO BED 2x8 HP #2 AT 24 O.C. TYPICAL UIRO. S. ALL TRU55ES TO Be AT 24' O.C. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS PER SEC. 8606 IRG. 1. ROOF PITCH TO BE 6s 12, TYPICAL UNLESS OTHERWISE NOTED. 6. 16 O.N. TYPICAL • EAVES $ 6' O.H. TYPICAL • &ABLE ENDS, RAKES. q. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS (PER TRW MAN IF Y6ERE APPL.IGA ". PROVIDE 'S W50N' Hfl FRAMINS AN +4ORS AT EVERY AT EACH END AND AT &ADLL END TRU56E5. 10. VENTED BL.O ONS OVER SUI- PORTS. li. GHII Y HE16W TO HE 2' MIN. ABOVE ANY PORTION OF BUILDIN& WITHIN 10'-0• PER IRC SECTION Ri001,6 12. BRAC1NFs: (STICK FRAMED AREAS ONLY) • (2) 2x4 UP TO 10' LONG. (2) 2x6 IO' TO 14' L.ONS. * (5) 2x6 OVM 14' L0f4Ts. 15. PLATE HE164M 0 MAIN FLOOR 4' -0', TYP. UNA. UPPER FLOM 8'-1', Tyr. UNA 14. TRU56E% • CARRY $TAW. • DO NOT ALTER WITHOUT BUILDING DEPAOtTMEW APPROVAL. • INSTALL AND BRACE PER H 6R SPEC. * NON - BEARING YVALI.S SHALL BE HELD DOM FROM THE TRIM BOTTOM CHORDS WITH A64 APPROVED FASTEH@t (SUCH AS SIMF'SON STC). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOD SUPPORT DRAGIN& OR POSTINS AND PR01/IDE AD AZ^TE BEARING TO FOUNDATION. 16. MA04SERS AT POSiTNE CONNECTIONS TO BE SIHy =50N OR EGILal1L. 1'7. NAIL ROOF SHEATINS 1VV 60 CO"AON * 6 Or., AT PA R L EPSM AND AT KA" PLAT IN CKMS AND 0 12 ' OL FELD, TYPICAL PER FRG R60" j. " TRUS6 ENbIt'E£RING= PER RC R602JOJ Tom{ ENb t OF RECORD VINO V%LL REV AND NOTE ON THE Ti"T THEY HAVE FOLD TO BE M 6EFERAL C4HrOW04CE MTN THE DE &ON OF THE W&JANS. THE ENb1iE - r1PPROVw 1 THEN IM F0FW4AJtVW TO THE BULD 0 OFFICIAL. FOR PIMPA SN AND API■ROVAd- PRIOR TO rWA# 11NG INSPEGTIOM. CITY AFVROYM SHALL NE ON THE JOB SITE AT MSPWWA.S. T1RW E1ibREERl15 SHALL OCL11DE SPECAMG TWLISS d�AGMG olo ROOF VENT GALCf2. ,- pkxr APEA. 1900 St. /'!00 s 4*0 SF. V NTOW PEOV- 4:60 St. / 2 s 2..90 St. V194T1i6 1111MM AT 047M R 2 W "- / (.44x.IW s 'I NIIf TS 1lP1ii'O. MDT 1110998 TO ' S ' SiEEPT'S fOR OMLLEr MTA&S P cnv TWIMA FF: 1 3 (g(D �V z 2@00 mc L1 lit A oM►T� - •�..._..._- -_ w-..r.► +r — y.. - � Jam. - . .�..q.1..�.�►�n..�.••'� -�__ ....a is 14 'i" �LEVA SCALD I 00 2050 #I 1/4" a V-01 T.O. FIN. SftAVE T3 IN(ol L !W,ALE VW T.O. PLATE z A T.D. 51 gLoopt In . T.O. PLATE F-K 6KAVE e -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- � !? I /e. \Id SCALD V LW a r-00 C A I LAITFi � 12 Tm 6 ROOF aPLACKET TYP. - SM DETAIL SHEET 2050 SKYLIGHT SHINSLE SIDING, Typ. 2x9 SILL IN/ Ix4 STOOL - El EVATION NOTES I. PPWMM CoONTINUOUS METAL. WrnWS TYPICAL.. Z. PROVIDE ROOF VENTS PER IjWC 'SECTION R806.1 TYPICAL. S. PROVIDE 6ALVANIZM SHEET METAL FLASMW AND COUNTER FLA-%RNS AT ALL ROOF PB - TRATIONS IWAAVINSP CMI'MNEYS. 4. FWI TO SECTION Rjooj M. FOR om -# Y CZNSTWL1cTk*k 5. PROVIDE MATHER-STRIPPINdi AT ALL DOORS AND "N OM. CAI X ALL JOINTS AND F 1!9 rMA'nONS IN EXTERIOR MALL 6. MRJCK TO BE SLPVN;PtTED ISY STEEL LINMELS AND SNA" NOT BEAR ON yt= FRAMNS. 1. FINISHW EXTERIOR 6toi To SLOPE AM AY FROM BMJMNS AT A SLOPE OF AT LEAST 2% rM A "NIMM OF 5 FMT 1b. FIMT APPROVED NL*4E95%5 OR Ac)vqwr ON IM PKILINS. ACORESS SKALL BE PLAINLY VISORM AM LJ5841XZ rROM TM STREET FRONTING THE EW*!LLIN&. 41/201 4X4 CEDAR, 2' Typ. 2X4 61WAFt ry SCALE: I's 1'-0" n R.00F mArKr=T 1% rar-W. L Is L Ua i Z4M 2�jj � 0- - - - - - - - - - - - VAIS 01hoomm PLE 46 46 cooll -- I --M—� ob th T.O. PLATE r Ix4 TRIM, Tyr. 6* HOFUZ. dJ LAP SIDING, Typ- l�� ;;A�w TYP. ROOF PRAUCET, TYrICAL - SEE VeTA THIS SHEE 0 0 2 (Wo 2x!3 SILL IOV Ix4 STOOL 0 RETURN VIEW AND 12 SOFr1T o g lit GANTU-E%1M jvkgf BRACAIZET. TYP. 21 1 -4 0 IV STRAWWr �����@ C4LUMK TYP- STONE v13QmK Tyr. Ail FEE � 'fix ��� Raw migin e q T :2'--Ow 11roop4m • &W a r6a, - - � ■�i�ll■rl�■�iill�l�Ilil�l� �I� - _ Ilk Mo ' ! W w i ME] m a ■INK LEE AL ME ■ �i% Mi P- A T.O. FIN. SftAVE T3 IN(ol L !W,ALE VW T.O. PLATE z A T.D. 51 gLoopt In . T.O. PLATE F-K 6KAVE e -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- � !? I /e. \Id SCALD V LW a r-00 C A I LAITFi � 12 Tm 6 ROOF aPLACKET TYP. - SM DETAIL SHEET 2050 SKYLIGHT SHINSLE SIDING, Typ. 2x9 SILL IN/ Ix4 STOOL - El EVATION NOTES I. PPWMM CoONTINUOUS METAL. WrnWS TYPICAL.. Z. PROVIDE ROOF VENTS PER IjWC 'SECTION R806.1 TYPICAL. S. PROVIDE 6ALVANIZM SHEET METAL FLASMW AND COUNTER FLA-%RNS AT ALL ROOF PB - TRATIONS IWAAVINSP CMI'MNEYS. 4. FWI TO SECTION Rjooj M. FOR om -# Y CZNSTWL1cTk*k 5. PROVIDE MATHER-STRIPPINdi AT ALL DOORS AND "N OM. CAI X ALL JOINTS AND F 1!9 rMA'nONS IN EXTERIOR MALL 6. MRJCK TO BE SLPVN;PtTED ISY STEEL LINMELS AND SNA" NOT BEAR ON yt= FRAMNS. 1. FINISHW EXTERIOR 6toi To SLOPE AM AY FROM BMJMNS AT A SLOPE OF AT LEAST 2% rM A "NIMM OF 5 FMT 1b. FIMT APPROVED NL*4E95%5 OR Ac)vqwr ON IM PKILINS. ACORESS SKALL BE PLAINLY VISORM AM LJ5841XZ rROM TM STREET FRONTING THE EW*!LLIN&. 41/201 4X4 CEDAR, 2' Typ. 2X4 61WAFt ry SCALE: I's 1'-0" n R.00F mArKr=T 1% rar-W. L Is L Ua i Z4M 2�jj � 0- - - - - - - - - - - - VAIS 01hoomm PLE 46 46 cooll -- I --M—� ob th T.O. PLATE r Ix4 TRIM, Tyr. 6* HOFUZ. dJ LAP SIDING, Typ- l�� ;;A�w TYP. ROOF PRAUCET, TYrICAL - SEE VeTA THIS SHEE 0 0 2 (Wo 2x!3 SILL IOV Ix4 STOOL 0 RETURN VIEW AND 12 SOFr1T o g lit GANTU-E%1M jvkgf BRACAIZET. TYP. 21 1 -4 0 IV STRAWWr �����@ C4LUMK TYP- STONE v13QmK Tyr. Ail FEE � 'fix ��� Raw migin e q T :2'--Ow 11roop4m • &W a r6a, I �bLAZINb SGHEDVj,,,r= .. PLAN 2010 - /2 l.CaGTION �_ M�" , MOM rRJ1N! N Altt/1 *A6 AIR L E U nook_ s .g.d. - _ _ It 66'10 vin I . 1-' _ - - trCinsom abv s d _ ._ -.. - - - _ «_a. _ _ 5 .00 _ - - b -61 _ 33.35 -- air 1/2" no 0.330 _� mmit _ 863_0 vinyl 1 5.00 1.00 5.00 air 1/ no 0.320 family d_ov Summit 8650 - vi 1 I - - _. - _�_ - --- - _-- __--_ _ _ f arri l double vent - - "- `-- 8.00 _ 6.0 -- -_ 48.00 _ air _ 1/2" _ no 0.350 _86 viny I - 8.00 2.00_ 16.00 air 1/� no 0.350 powder s.h. ._� 1111 -- -_- _ 2.00 4.00 8 .00 a lit" no 0.350 entry sid Summ 8 b30 2 - 1.25 5.00 12.50 air 1/2" no 0.320 entry tr 5urr►rn __ - vtnl i - - - nook sldr __ nit ,0650 1 _ 6.00 air _ _ I/2" no 0.320 moor sldr -_ _ _ vinyl I 5.00 6 0 _3 air I � no 0.3 _ _ _5vmm it_ 86_50_ vinyl I 5.00 2.50_ 12.50 air 1/2 no 0.35 rrt_tr bath fix ed - _ Summit ' v 8630 I 1 2.50 __ _ m_str bdrm dol. vent nit -- - - - -_ __ _ -_--- _ 2 X 50_ 6.25 _ _ air I/2" no 0.320 8_650 viral _ I 8.00 T 5.00 40.00 air 1/2" no 0.350 ►rway fi st _ _5 ft 3o V _ _30 v I I 2.00 4.00 .00 _ _ _ - 8.00 _alr I/2" no 0.320 f fixed above ent�n ' xnit 8630 - vl I 3 T 2 .00 _ _ 12.00 a _ _ - I/2" no 0.320 b drm -4 sldr -- _Summit _8650_ v I 1 5.00 4.00 20.00 air 1/2" no 0.350 bdrm -3 sidr _.._ 5u mmlt _A650 _ v I I 5 .00 4 .00 20.00 air 1/2" no 0.350 bdrrn 2 s 1dr Summit - - 6650 vi 1 1 5.00 4. _ n� T 00 20.00 air 1/2" no 0.350 _ 64INDC irk TOTAL _ SKYLISHM LOCATION - tO". _ MOD!!1. rRA1"! H _ AREA GAS AIR L E U -Vi�L. yppe r� - _ nit CUSTOM aium/tb i 2.00 3.00 6.00 air 1/2" NO 0.40 SICYLIdHT TOTAL _...._ 6LAZINS W44AW total finished area OTHER FUELS Mm. CHAP TER 6 PRE5GRI PTI VE 1644 Ste to tal W.C. Si5 o f�laz fr�q AVO. U-VAL . KITCHEN 100 cfm nutone/eq qtl5O 115 16.46 4,5,4,E -- 9 _ - no T A NTILATION SYSTEM ource specific exhaust ventilation 0.35 0.5 ach - er 66.053 122.933 cfm -sett LOGATtON MiN. OTHER FUELS Mm. CHAP TER 6 PRE5GRI PTI VE x crw . I . KITCHEN 100 cfm nutone/eq qtl5O 115 cfm 150 cfm no n/a LAUNDRY 50 cfm roAone/ Eq 9 t80 62 cfm 80 cfm no n/a POYYDER 100 cfm nAono% 1150 115 cfm 150 cfm In unheated spaces 1.5 MSTR BATH W.G. 50 cfm nutoIs 9t80 62 cfm 80 cfm no n/a MA5TER BATH 50 cfm nutone/ t80 62 cfm 80 cfm no n/a MAIN BATH 100 cfm rwtone/ t #50 115 cfm 150 cfm 1.5 K40LE HOUR' E EXHAUST VENTILATION SYSTEM Gombwwd use of source "cons fans as Indicated above. Fans indicated above as be" KH.' (Mhole House), are to be connected to an approved 24 hour tMnar. YV PW CHEC (LIST TAER.E 6-2 2X6 NW.L ELECTRIC RE515TANGE OTHER FUELS x CHAP TER 6 PRE5GRI PTI VE x CHAPTER 5 TRADE -OFF Pr hsu lation: tion number IV Vaulted cell R -38 Max qlaztq allowed % 21.00 Flat cell /attics R -38 Pro sod jqIozLnq % 16.46 Exterior walls R -21 Max. 1az u -value allowed 0.650 Hone/ common walls R -21 Pr qlozN u- -value 0344 Floors over unheated s R -30 Max. door u -value allowed 0.400 51;b perimeter R -10 Proposed door w -value 0.340 JVVcts In unheated spaces R -8 TOT 11 ._00 - 1.60 16.80 5.60 2.60 4.00 1.92 10.50 4.38 2.00 14.00 2.56 3.84 - 7.00 1.00 17.00 102.00 TOT 2.40 .2.40 r ,,.- .rte'.. - -. .�- ...�� •..�.w - -�a.`� . -.� - .+- �...s •�_ _ _ � 1111 -- -- -- - -- ---- i�nn� r'.n�1c,T�l • CEDAR SHAKES • " BELT SOLID SHEATHING /CEILING JOIST'S PER PLAN • R - 56 BATT OR 5LOYWI - IN INSULATION MIN. GAS HEAT ' 5/6" OYPAH WALL WARD a GEILINS WALL CON5TRUCTION is SIDING Pill ELEVAT#ONS I" DUILDINb PAPER s 1/2" COX PLYWOOD SHEATH#N6 (OR EQUAL) " 2x6 STUDS AT 16" O.G. +' R -21 GATT INSULATION WITH V.B. FACE STAPLED. FLOOR CONSTRUCTION FINISH FLOOR PER PLANS • $/4" T4 6 PLYWOOD GLUED AND NAILED ' FLOOR JOISTS PER PLAN R -30 GATT INSULATION MIN. OVER L**IEAIW AREAS ' POST AND REAM SUPPORT BELOW JOISTS OvER GRADE • G+RAWL SPACES • 6 MIL CLACK VAPOR BAJRPAR 4 TOP OF PLATE INSULATION BAFFLE ROOF T1 R-Sb FULL N-OM 024" D.G. It�1LATION, TYP. TTP1 TOP OF PLATE 11 1/8" TJI/5'.50 PRO • 1q.2" Q.G. W/ R -30 BAIT. INSULATION LINE OF SUBI, BEYONL )CATION OF VIRNAGE 4 TER HEATI / 516 11 6Y 8. • ALL WALLS TYP. HALF WAt..L 4 im OPE P TO BEYOND f ,g L 4" CONCRETE SLAB MIL BLACK VB. O/ 6 MIL. BLACK V.B. 3 MOM O/ 4" &RANULAR FILL Z r bury, Typ. T.O. SUBFM TOP OF PLATE 2X6 STUD W/ Ft-21 INS. MIN. 0 2xIO FLOOR JOISTS 0 24" O.G. YVI R-50 INS. MIN. FIN. bRADE TelP nF Fn ATF Cr 0 ILICmItA FF �Ilrr�� N O r N z Q c�. RIC O cr►Ie. O P" 96 ow�o�s w I. S J 4 r a S J 4 - STRUCTURAL NOTES ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE FRAMING; DRAWINGS, SPECIFICATIONS, AND THE 2003 INTERNATIONAL BUILDING CODE. ALL FRAMING TO COMPLY WITH i5C CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO APPLICABLE CODES AND STANDARDS IBC AND NDS (LATEST EDITIONS) ALL TiM15ER KILN DRIED. ALL GRAVES SHALL CONFORM TO " WWPA" GRADING RULES FOR WESTERN LUMBER ,LATEST EDITION. BOLT HEADS AND NUTS AMERICAN CONCRETE INSTITUTE - ACI 315ACI 318,401 301, ACI 301 BEARING WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHE L NAILING NOT NOTED AMERICAN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICATION FOR THE DESIGN, ON DRAWINGS SHALL CONFORM T ` ?r (c_ FABRICATION AND ERECTION OF THE STRUCTURAL STEEL. FOUNDATION PLATES SHALL BE BOLTED TO THE FOUNDATION WITH NO LESS THAN 5/8" NOMINAL AMERICAN WELDING SOCIETY - AWS STRUCTURAL WIELDING CODE. DIAMETER STEEL BOLT EMBEDDED AT LEAST 10" INTO CONCRETE AND SPACED NO LESS THAN STEEL STRUCTURE PAINTING COUNCIL - SSPC STEEL STRUCTURE PAINTING MANUAL. 48 APART. THERE SHALL BE A MINIMUM OF TWO BOLT$ PER PIECE AND WITHIN 12" FROM EACH U.S. PRODUCT STANDARDS - PS - 1- 14. l LATEST ADDITION END INTERNATIONAL BUILDING CODE (IBC), ( 2003 EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) - l 2001 EDITION) AT SAWN TIMBER JOIST AREAS : PROVIDE CROSS - BRIDGING PER IBC DIV. IiI AND NDS, SOLID LUESTERN WOOD PRODUCTS ASSOCIATION - WWPA GRADING RULES FOR LUMBER AND BLOCKING; AT BEARING POINTS. f B CK AT POINT LOADS - INSTALL BLOCKING WITH GRAIN PLYWOOD ORIENTED VERTICALLY. SEE PROVIDE DOUBLE JOISTS UNDER PARTITIONS CABO NER - 212 PNEUMATIC OR MECHANICALLY DRIVEN STAPLES, NAILS, P -NAILS AND PROVIDE SOLID BLOCKING OVER BEARING WALLS AND BEAMS . PROVIDE SOLID BLOCKING; UNDER ALLIED FASTENERS. PERPENDICULAR WA T AT SPLICE FOR CONTINUOUS BEAMS (CRAWL- FRAMING) USE &X4 OF. M. STRUCTURAL DE51CsN IS IN ACCORDANCE WITH THE LATEST EDITION OF THE ABOVE CODES AND STANDARDS. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE ABOVE CODES AND STANDARDS. STRUCTURAL DRAWINGS SHALL BE USED iN CONJUNCTION WITH ARCHiTECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. DRAM a$ INDICATES GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOl1 KSIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER OF TIME RECORD. I ADDITION TO THE REQUIRED INSPECTIONS 15Y BUILDING; DEPARTMENT OFFICIALS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SNORING FOR THE STRUCTURE AND STRUCTURAL TS UNTIL ALL FINAL CONNECTIONS HAVE SEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHOD, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED iN WRITING TO THE ARCHITECT OR EMCsINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRICTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY TH REQUIREMENT. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTION PREPARED BY THE SUPPLIER. DESIGN LOADS ROOF LIVE LOAD FLOOR LIVE LOAD STAIR 4 CORRIDOR LIVE LOAD wn yi -- EARTHQUAKE SOILS 25 P.SF. (SNOW FACTOR 16 = 1.0) 40 P.S.F. 60 P.S.F. SPEED 85 MPH, EXPOSURE "B ", Iw =I0 I - f.0, SEISMIC USE GROUP - 1, SITE CLASSIFICATION = "D ", SEISMIC DESIGN CATEGORY ■ D, Roil BUILDING OCCUPANCY CATEGORY -II UNLESS A SOILS INVESTIGATION REPORT BY A QUALIFIED ENGINEER IS PROVIDED ALL 1"OOTNGS AND FOLNDATiONS SHALL BEAR ON SOLID, UNDISTURBED FiRM NATURAL EARTH OR COMPACTED SOIL OF 22)00 PSF BEARING CAPACITY AT LEAST 18' BELOW LOWEST ADJACENT FINISHED GRADE AND FREE OF ORGANIC MATERIALS. FOOTING AND FOUNDATION EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS AND FREE WATER AT ALL TIMES. FOUNDATION SUPPORTED WOOD $HALL EXTEND AT LEAST 6" ABOVE ADJACENT FINISH GRADE. FOUNDATION WALL BACKFILL.. SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF THE WALL. PROVIDE 4" PERFORATED PIPE FOR ( AS REQUIRED ) SUBSURFACE DRAINAGE. ALL EN F SOIL PREP 2000 PSF ASSUMED EQUIV PRESSURE 35 PCF CANTILEVER WALL 55 PGF BA &EMENT WALL ASSUMED PASSIVE PRESSURE 200 P°SF CONCRETE AND REINFORCING STEEL NEW CLEAN AND FREE Fil DIRT - CONCRETE REW<)RCWa STEEL SHALL CONFORM TO ASTM - A&15 - 16A, C RODE 40, (fy 040 000 Fll FCR • 4 BARS AND SMALLER, GRADE 60 ( f y .60AW 0 PSG) FOR BARS 0 5 AND LARGER REINFORCING SHALL BE CONTINUOUS WITH ALL SPLICES STAGGERED. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND ; NTERSECTION. PROVIDE ALL HORIZONTAL BARS WITH 2' -6" X 2'- 6" CORNER BARS OF THE SAME SIZE AT ALL CORNERS AND WALL INTERSECTIONS. ALL STEEL SHALL BE jiliIiiiiSCUIRATELY LOCATED N THE FORMS AND SEC XNRM BEFORE AND DURING THE PLACWS OF THE CONCRETE Y TIaE FORM TIES ADEQUATE TO PREVENT RE DISPL-A+C13 EW DURING PRO CONSTRUCTION. VIDE CORNER BARS TO MATCH HORIZONTAL RE , W1-ERE A CONCRETE WALL END DOES NOT N4TERSECT ANOTHER WALL, HOOK HORIZONTAL BARS 90 DE<xREES AND PROVIDE A ( b) BAR DIAMETER EXTENSION. AT WALLS LAP VERTICAL RE 48 DIAMETERS WITH FOOTING DOLLS. WELDED WIRE FABRIC SHALL "O ASTM -186. LAP FABRIC 1' -0 MNNIUM AT SPLICES, LAP BAR REiNFORGNCs 30 DIAMETERS L;ITI -: * 110*11.M 18" LAP. LAP ADJACENT MATS OF WELDED UNRE MES14 ONE FULL MESH AT SIDES AN= ENDS. REINFORCINCs STEEL SHALL BE DETAILED (NCLUDNCs HOOK AND BENDS) IN ,-- CCOiRDANCE WITH ACI 315 AND 318 - (LATEST EDITION). MAXIh' UM AREA OF SLAB BEFORE TIROL OR EXPANSION JONNT : 200 SOFT. CONTRACTOR TO PROVIDE PLAN iW LOCATIONS OF CONSTRUCTION 4 EXPANSION JOINT • CONCRETE SLAT 4 TO ARCM. FOR REVIEW PRIOR TO INSTALLATION. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f c AS i BELOW. CONCRETE SHALL C:4>C- -0R'1 TO AMERICAN C *11CRETE INSTITUTE STANDARD 301, "SPECIFICATIONS FOR STRSGTUM?AL.. CONCRETE FOR BUILDNG AN AIR LNG ADMIXTURE CONFORMING TO U IBC STC 2CP -'3 51- ALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WEATHER PROVIDE 5% - M ENTRAINED AIR MAXR"tM MAXf'I1 SLUE' SMALL BE 4 AT TrE OF PLACING. MIN SACKS OF CEMENT PER SPEC l AL NNSP. f *c -C`r' OF CONIGR (REQUIRED USE USE -------------------------------------------------------------------------------------- - - - - -- do. 5 NO SLAB ON G1 4 FOUNDATION A. CONCRETE OE56i MI MAY BE c*43 'iITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO BEARING WALLS SHALL HAVE A 51NGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATE$ AND BOTTOM PLATES TO EACH STUD WITH (2) I6d NAILS. FACE NAIL DOUBLE TOP PLATES WITH I6d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH (2) ifod NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM 48 INCHES. FACE NAIL BOTTOM PLATE TO FLOOR JOISTS OR 2x SOLID BLOCKING; UUTH (2)16d NAILS (FOR SHEARWALLS - SEE SCHEDULE AND NOTES) — EX NOT LESS THAN 3 STUDS SHALL BE INSTALLED AT EACH CORNER OF AN RIOR WALL. LAP EXTERIOR SHEATHING CONTINUOUS ACROSS END STUD OR PERPENDICULAR WALL. /2 C NON - BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS !BOTTOM CHORD WiT14 APPROVED FASTENERS TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLAN SHALL BE 4 X 8 OR* 2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENiNCs 4' -0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENING MORE THAN 4' -0" WIDE. WINDOW OR DOOR OPENING END STUDS CALLED OUT ON PLANS ARE AS FOLLOWS: (1) 2X : (1) TRIMMER PLUS I KING STUD. (2) 2X (2) TRIMMER PLUS 1 KING STUD. ( 3) 2X (3) TRIMMER PLUS I KiNG STUD. NAIL STUDS W/ (2)16d • 8 O.C. FOR DOUBLE STUD AND (2) lbd 0 8" O.C. EACH SiDE TO THE CENTER STUD. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO STUDS, SPIKE LAMINATED COLUMNS TOGETHER WITH I(od * 6" O.C. STAGGERED. - STRUCTURAL TIMBER 2x FLOOR AND ROOF JOISTS HEM -FIR 0 2 Fb - 850 PSi 4x BEAMS AND HEADERS DOUG- FIR/LARCH 0 2 Fb = 815 PSI 6x BEAMS AND HEADERS DOUG- FIR/LARCH 0 2 Fb - 815 PSI COLUMNS DOUG- FIR/LARCH 0 1 Fb = 1300 PSI - GLUED LAMINATED TIMBER LAMINATED TIMBER SHALL CONFORM TO AITC STANDARDS i11. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACGO'?PANIED BY AN AITC CERTIFICATE OF . STRESS GRADE COMBINATION - SNGLE SPAN 24F -V4/0F (Fb = 2400 PSI, Fv = 190 PSI MN.) STRESS GRADE COMBINATION - CANTILEVER 24F -V8/DF (Fb • 2400 PSI, Fv • 190 PSI MIN,) STANDARD CAMBER (3500 FT. RADIUS) ONE COAT OFi SEALER SHALL BE APPL IMMEDIATELY AFTE TRIMMING M EITHER SHOP OR FIELD. - LAMINATED VENEER TIMBER 1.5E TMBEISTRAINO Fb ■ 2250 PSI Fv - 285 PSI 2.0E WS PARALLAM Fb = 29¢X0 PSI Fv : 285 PSI ROOF FRAMING - PROVIDE CONTINUOUS 15LOCKW3 FOR RAFTERS AT THE SUPPORTS AND CROSS 8MOGW.x AS REQUIRED. PROVIDE BLOCKING AND BRIDGING FOR TRU,ISl PER ROOF TRUSSES MANUFACTURER REQUIREMENTS. "POST DOWN" - PROVIDE MIN. 6X4 OF. 'I WITH ACE SIMPSON! POST CAPS POST TO TOP BEAM AND POST TO POST OR STUDS OR BEAM BELOW (USE AC/ACE INVERTED) PLYWOOD /055 PLYWOOD SHEATHING SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF V.S. PRODUCT STANDARD P$- I FOR SOFTWOOD PLYIIIOop'. EACH PIECE SHALL BEAR THE Al GRADE TRADEMARK OF THE APA, PLYWOOD ROOF, FLOOR AND WALL S- EATHNCs TO BE APA RATED SHEATHING Fl IMMj==aL4l UNLESS NOTED On*U WISE ROOF SHEATHNG 5/8" COX (OR 1/Ib oes ) APA RATED PLYWOOD ( 32/16) LAY Lip WITH MiNR" N, m 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING - SEE SWEAR SCHEDULE. FLOOR SIEATNNVG 3/4" COX APA RATED PLYWOOD (46/14) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG OL PROVIDE TOG EDGES AT LONG PANEL EDGES. "LNG - SEE SHEAR SCHEDULE TIOO_ (COMPOSiTKJN OR CEDAR - PL` 10:00) 1 /ib' OSB. SHT'G 0/15' FELT wAX4 SOLID • OVERHANGS NAIL PER ROOF SI~EATWIM SCHEDULE (TYP. UNLESS NOTED OT SE) CONS TRUCTION: 0 IONUER ROOF TILE - PLYWOOD) MONIER ROOF TILE ON SPACED CEDAR W BATTENS 5/8 0.,50. (32/1(p) SHT'G w/30 FELT w/EK4 SOLID UNBLOCX ED w/FACE GRAIN PERPENDKXLAR TO FRAMING BELOW, STAGGER END JOISTS. NAIL PER ROOF °,SFEATHNCs SiDULE (T7P_ UNLESS NOTED OT1 ERUUSE) ALL WOOD PLATES AND BLOCKING N DIRECT CONTACT WiTH CZNGRETE SHALL BE PRESSURE- TREATED 1UJiTw AN APPROVED PRESERVATIVE_ FI�CMPJ OR WAL- L CONSTRL CT ION: UNLESS o NOTED. SID Ill PER ELEVATION OR BFWX VETEER PER SEC. 3006 (B) ON BUILOW3 PAPER PER IBC. 14 -4 1/16' SHEATHM - SEE PLANS FOR SITAR WALL NAILNCs 2X STUDS • I6 OC. INSUIL.ATION w/PVA PAINT 4 VAPOR BARRIER - SEE AJRC ITEC i JP.AL PLANS We GAWB_ PER 2003 reC TABLE 2306.45 UNLESS NOTED OT1•ERU115E MISCELL.ANECX* USE AS AN ALTERNATIVE TO TIME CEMNT CONTENT NOTED ABOVE. BRICK VENEER SHALL 8E ANCN IO1RED TO BACKWS WALLS PEIR TWE td5Z. KNT14 TE PROTECTION lCCNSQ' FOR REII!JFORC NG STEEL Sj L L BE AS FOLLOUIB: N'x22 GAUGE GALVANQM SWEET METAL ANG440RS MMf'7li'1 ANC44CM TIES &44LL BE SPACED FOCTWaS AND OTWER UNFORMED SU WAGES. EARS FACE 3 11 50 AS TO _N9 SORT NOT MORE TAM TWO Sal&JIaE SET aF UW.LL AREA ANC.WOR TiES Si44L -L SURFACES EX11 TO EARTH OR i1EATWER 95E SPACED NOT MORE TWIA1N 24' O:C. ALLY. { ••t!5 BARS OR ) 1 { :►' `�`�`'� ..,,...�"'°" TAT'IONS ON D RE&_ATi4G 'O FRAMWx CA_W S..jO*T Al OTHER (% BARB OR LAWxER) 4� ••`'' } ;- G E C*#C:TOR IA & MAF BY TWE sT100NC: -CIE CC)1'1PA><Yr'. SLABS AN WALLS ACE 3 EO"AL.EW DEVICES BY OT ER MAPAPACTUIPIERS MAY BE ft0$Trr1j1W. N10W TWY "AVE ICBC APPROVAL. FOR ECUAL LCAAD CAPACI?ES ABBRE ✓i AT AB ANCHOR BOLTS EW EACW it AL T l ALTS WAATE EXT EXTEMIOR OLKA BL ocxj Vas FA &4 e U DARY NAIL - SEE FDN F<)UNDATION AL CLAIPHIRAG1111 FJ FLOOR JOOT EMIG Is FAR SDE DML OOIRJLE 1 pooTwx �lA D W �sAUCsE GrALY C&ALVANL E EXOTNG GILD CAAA D LArOiATED OEAM �-- i EA EA04 HIM NEACGR Ef EACH FACE wm MST Neil EK F. W616L - SEE V19VICAL IF 94MM FACE 1 jw I _J4c r EG1 EG1i�. OR E�ii1/AL�ff "T Bb EArCM SDE r so 0 TYPICAL SWEAR NQTE6: 1) ABOVE ALLOWABLE SHEAR CAPACITIES APPLIES FOR 2X FRAMING SPACED NO MORE THAN 16" O.G. (HFV OR BETTER). 2) WHERE APA SHEATHMS IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 13 LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FR4MIWx MEMBER OR FRAMING; SHALL BE 3X NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. WI -ERE ALLOWABLE SWEAR VALUES EXCEED 350 PLF (NAIL SPACING 3" OR LESS OR SHEAR WALLS WITH PLYWOOD APPLIED ON EACH SIDE OF STUD WALL) FOUNDATION SILL PLATE$ AND FRAMING FOR PANEL EDGES SHALL BE 3" NOMINAL NAILS SHALL BE STAGGERED. (SEE DETAIL 0 31) 3) ALL SHEAR WALL$ SHALL COMFORMTen 23 REQUIiE" iENTS. NAILS FOR OSS SHALL BE 8d (UN-O_) NAILS (8d SHALL HAVE A 0.131" DIAMETER). APPLY NAILWx TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALT. BE *APA RATED SHEATHING OVER 2X STUDS 0 16" O.C. WITH Sd C 0MMON NAILS ! b" O.C. AT SHEATHING; PANEL EDGES AND 12" O-C AT iNTERMEOIATE FRAMWx MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2X STUDS. 3) ANCHOR BOLTS SHALL BE STANDARD "J - BOLT" WITH A 4d RETURN, OR A STANDARD "L- BOLT" WITH 12d EXTENSION. ANC14OR BOLTS SHALL BE A 36 STEEL OR BETTER MIN91UIM CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO T �, y 3" WHEN EXPOSED TO EARTH. (USiG. CHAPTER 0 4 23). ALL ANCHOR BOLTS SHALL SAVE MIN.. 1�"& A.B. PLACEMENT NOT MORE THAN 12" AND NOT LESS THAN 1 BOLT DIAMETERS FROM EACH END OF EACH INDIVIDUAL FOUNDATION SILL PLATE CoA) SHEM IALLS PARALLEL WITH FRAMINIG - PROVIDE SINCsLE JOIST BELOW 4 TOP OF SHEARIUALL - FOR SHEARWALLS W/ PI -2, P2 -4, P2 -3 4 P2 -2 PROVIDE DOUBLE JOIST BELOW 4 TOP OF SI- EARIUALL bB) SHEARWALLS PERPENDICULAR TO FR,4MWx PROVIDE MIlk 2x SOLID BLOCKING= BELOW A TOP OF SHEAR TALL - FOR SWEA UJAL.L$ W/ PI -2, P2 -4, P2 -3 4 P2 -2 PROVIDE DOUBLE SOLID BLOCKING BELOW 4 TOP OF SMAJaUALL 1) DO NOT OVERDRIVE NAIL INTO $ EATHNG. FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHNG. 8) NAIL 2X4" OR 2X6 SOLE PLATES MN1 IUM W1/ I6d AT 12" O.C. (UNO1 FOR OTWER NAILW-s SEE SMEAR WALL SC44EDULE. 9) ON EXTERIOR WIt.1LL$ SI- EATI-IM SMALL LAP RIM JOIST AND TOP PLATE. 10) DOUJ$LE ALL TOP PLATES AND LAP AT LEAST 48" AT JOINTS WI 8 -I6d EACH SiDE AND Will AT NOT OVER 12" OC. (MIN. NAILM PER I.D.C. TABLE 2304 SD ALONG PLATE FOR EXTERIOR AND MAIN NTE!'?fOR WALLS. 11) PROVIDE MIN. TWO STUDS AT HOLDDOWN LOCATION.. SE MANXFACTLIRER'S REQUIREMEN T6 AND DETAILS FOR EACH TYPE OF HOLDD )WN, STRAP AND CONNECTOR ECTOR FOR PROPER W3TALLATION. D • B11E E BLOCKING HOLDOLLN ETErt STUDS 0 RIM OR l3LOCrKNCs - SEE 13 CsAt,IGE STAPLES OR 0131 D IAM. P -NAILS CAN BE USED N LIEU OF 8d CO"/"'IONS - ONLY FOR $I-EAR WALLS W1/ MAX ALLOWABLE S1-EAR LESS TNAN 350 PLF (DR) AND 321 PLF (HF.) VERIFY WITH ENGII EER 13) FOR T14E ABOVE SWELL SCrNEDI.IL.E - W WEN PANELS APPLIED OVER 1/2. OR 5/8 GYPSUM SWEATNG SASE NAIL SIZE TO Ii TYP. FOR ALL SWEARWALL EXCEPT M -3, P1 -2, P2 -4, P2 -3 (MUST BE APPLIED DIRECTLY OVER FRAMNCs). 14) ALTERNIATiVELY A35 (SIMIPSON CLiP) CAN BE SUBSTITUTED BY L.TP4 (SMPSON) Wlv SAFE SPAC II NG FOR 'FLA APPL NNSTALL LTP4 OVER 2x FRAMING FOR SWEARWALL M -2, P2-4, P2 -3 4 P2-2 STAGGER A35 ON EACH SIDE OF OBL R! " (DEL- BLK'G) PROVIDE SOLID BLOC 3CJ NG • WEOL.DO UIINS AND POINT LOADS ABOVE. USE (D SAME SIZE AS POST OR MULTIPLE $TUas A50YE FOR BLOC K94G. U 44E N PIUE.T1PLE STUDS ARE USED. ORIENT GRANS VERTICALLY. (FOR 6)(6 POST ABOVE, USE 4X8 POST dLOC1KWx • RIM) RW POST TO BOTTOM OF FLOOR PLYWOOD D! . P'l E P 1VE CONNECT101V (MTL STRAP - MIN. (2) CSIb -Ad. MAIL ONE ON T14E OP FACE OF THE OTWER). � PEE SOLID QLOCXJ x BETUAMN TOP CAF BEA1"1 AND SO ""TOM OF 3 PLC • FLOOR D - SE O ASefQE VI AT I ONS ( MIS SHEAR W ALL SCHEDULE (VERTICAL DIAPWRAGM SEE SHEAR NOTES 1 -14 STD SW f''AH Mod„y,M EN FN "mc AB SN FA SN HEAR SC* T40 'TOP 4 DO?"TCM ►'IT'S P40T TO SCALE Tw (F N) OG Ch C047ER TN TOEMA< OD 3� I i Of CI M re o ZMAND e0AP O uo" J J J VERi J AUO I- -,1 m J 1111119lDED TARE FADRIG Pit PLATE NAGNM w liA'fi4 NEW IRE ME awo MTN cw SM 994LAR am SHEA1111t MAL - SEE � � VW ICAL 0I1111 SlEA1R MIL W J N.- M (L GI-1 1/2" Gm ONE SIDE bd COOLER 1 1 YES 5/$ "048" 16d *12" I6Q�1 ?" • - GI -4 5/6* GLIB ONE SIDE " 1/2" 4 4 YES S/i"o48" 16dow A35036" 104 62 Cs2 -1 1/7" GM 2 SiDES 6d COOLER 1 1 YES 5/8 "048" 1641*6" - G2 - 5/8" GM 2 SIDES FOIQ 518 4 4 YES 5/8 lbdob" A35024" 16dM" 205 104 PI -6 1116" Ohs. ONE SIDE 8d COMMON 0.131 DIA. 6 12 YES 5/8 "03' -9" 16do!V A35 *16" 164104" 338 PLF 241 PLF P1 -4 1/160 0A.B. ONE SIDE 8d COMMON 0.131 CIA. 4 12 YES 5/8 "03' -4" Ifid03" A35*120 16d02" 4S4 PLF 353 f"LF P1 -3 1116" O.SB. ONE SiDE Sd C4;PT1ON 0.131 DIA. 3 12 YES S /8 "• ? 3X SILL (2) 16d *4' A35 *8" ( ?) 1111 04" 631 PLF 4bb PLF P11-2 016.15. . Bd GOP'1:'10N 2 1? YES '.S /8 "O?' -0" (2) 164103" A3'S*fr' OR ( ?) ROWS 164103" O 1/16" NE SIDE (41.131 lA, p 3X SILL (2) A35s12" STAGGERED $33 PLF 695 PLF DEL. RIM P2 - 1/16 0,5.8. TWO SIDES STAGGER 8d C XIMON 4 12 YES 8/8 "020" (2) ROWS A3b*S" OR (2) ROIJS Wd03" 0 106 SWIG JOINTS +0.131 DIA. 3X SILL lbd *3" (2) A3600" STAGGERED 988 PLF PLF DEL. RIM W 1/Ifw" 0.58. TWO l2) RUW16 P2 -3 SIDES S TAGGER 841 COMMON 3 12 YES 5/8 *1 (2) ROWS A35 *4' OR 164103 1214 PLF 910 PLF SWT'G JONT9 0.131 DiA. 3X SILL Ibd03' (3) A3501?" 6T 4�Cs(sE D 05111. RIM P2 -2 71/16" O.S.B. TWO SIDES STAGG ER G�,�„1 (6.131 1�IA. 2 12 YES b/8 "0n" (2) ROWS (4) A35�12" (2) ROWS 16d03" 1660 PLF 1190 PLF 5HT'G JOINTS 3X bILL 16d02' STAGGERED DBE. R;M'1 STRUCTURAL NOTES ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE FRAMING; DRAWINGS, SPECIFICATIONS, AND THE 2003 INTERNATIONAL BUILDING CODE. ALL FRAMING TO COMPLY WITH i5C CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO APPLICABLE CODES AND STANDARDS IBC AND NDS (LATEST EDITIONS) ALL TiM15ER KILN DRIED. ALL GRAVES SHALL CONFORM TO " WWPA" GRADING RULES FOR WESTERN LUMBER ,LATEST EDITION. BOLT HEADS AND NUTS AMERICAN CONCRETE INSTITUTE - ACI 315ACI 318,401 301, ACI 301 BEARING WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHE L NAILING NOT NOTED AMERICAN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICATION FOR THE DESIGN, ON DRAWINGS SHALL CONFORM T ` ?r (c_ FABRICATION AND ERECTION OF THE STRUCTURAL STEEL. FOUNDATION PLATES SHALL BE BOLTED TO THE FOUNDATION WITH NO LESS THAN 5/8" NOMINAL AMERICAN WELDING SOCIETY - AWS STRUCTURAL WIELDING CODE. DIAMETER STEEL BOLT EMBEDDED AT LEAST 10" INTO CONCRETE AND SPACED NO LESS THAN STEEL STRUCTURE PAINTING COUNCIL - SSPC STEEL STRUCTURE PAINTING MANUAL. 48 APART. THERE SHALL BE A MINIMUM OF TWO BOLT$ PER PIECE AND WITHIN 12" FROM EACH U.S. PRODUCT STANDARDS - PS - 1- 14. l LATEST ADDITION END INTERNATIONAL BUILDING CODE (IBC), ( 2003 EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) - l 2001 EDITION) AT SAWN TIMBER JOIST AREAS : PROVIDE CROSS - BRIDGING PER IBC DIV. IiI AND NDS, SOLID LUESTERN WOOD PRODUCTS ASSOCIATION - WWPA GRADING RULES FOR LUMBER AND BLOCKING; AT BEARING POINTS. f B CK AT POINT LOADS - INSTALL BLOCKING WITH GRAIN PLYWOOD ORIENTED VERTICALLY. SEE PROVIDE DOUBLE JOISTS UNDER PARTITIONS CABO NER - 212 PNEUMATIC OR MECHANICALLY DRIVEN STAPLES, NAILS, P -NAILS AND PROVIDE SOLID BLOCKING OVER BEARING WALLS AND BEAMS . PROVIDE SOLID BLOCKING; UNDER ALLIED FASTENERS. PERPENDICULAR WA T AT SPLICE FOR CONTINUOUS BEAMS (CRAWL- FRAMING) USE &X4 OF. M. STRUCTURAL DE51CsN IS IN ACCORDANCE WITH THE LATEST EDITION OF THE ABOVE CODES AND STANDARDS. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE ABOVE CODES AND STANDARDS. STRUCTURAL DRAWINGS SHALL BE USED iN CONJUNCTION WITH ARCHiTECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. DRAM a$ INDICATES GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOl1 KSIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER OF TIME RECORD. I ADDITION TO THE REQUIRED INSPECTIONS 15Y BUILDING; DEPARTMENT OFFICIALS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SNORING FOR THE STRUCTURE AND STRUCTURAL TS UNTIL ALL FINAL CONNECTIONS HAVE SEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHOD, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED iN WRITING TO THE ARCHITECT OR EMCsINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRICTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY TH REQUIREMENT. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTION PREPARED BY THE SUPPLIER. DESIGN LOADS ROOF LIVE LOAD FLOOR LIVE LOAD STAIR 4 CORRIDOR LIVE LOAD wn yi -- EARTHQUAKE SOILS 25 P.SF. (SNOW FACTOR 16 = 1.0) 40 P.S.F. 60 P.S.F. SPEED 85 MPH, EXPOSURE "B ", Iw =I0 I - f.0, SEISMIC USE GROUP - 1, SITE CLASSIFICATION = "D ", SEISMIC DESIGN CATEGORY ■ D, Roil BUILDING OCCUPANCY CATEGORY -II UNLESS A SOILS INVESTIGATION REPORT BY A QUALIFIED ENGINEER IS PROVIDED ALL 1"OOTNGS AND FOLNDATiONS SHALL BEAR ON SOLID, UNDISTURBED FiRM NATURAL EARTH OR COMPACTED SOIL OF 22)00 PSF BEARING CAPACITY AT LEAST 18' BELOW LOWEST ADJACENT FINISHED GRADE AND FREE OF ORGANIC MATERIALS. FOOTING AND FOUNDATION EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS AND FREE WATER AT ALL TIMES. FOUNDATION SUPPORTED WOOD $HALL EXTEND AT LEAST 6" ABOVE ADJACENT FINISH GRADE. FOUNDATION WALL BACKFILL.. SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF THE WALL. PROVIDE 4" PERFORATED PIPE FOR ( AS REQUIRED ) SUBSURFACE DRAINAGE. ALL EN F SOIL PREP 2000 PSF ASSUMED EQUIV PRESSURE 35 PCF CANTILEVER WALL 55 PGF BA &EMENT WALL ASSUMED PASSIVE PRESSURE 200 P°SF CONCRETE AND REINFORCING STEEL NEW CLEAN AND FREE Fil DIRT - CONCRETE REW<)RCWa STEEL SHALL CONFORM TO ASTM - A&15 - 16A, C RODE 40, (fy 040 000 Fll FCR • 4 BARS AND SMALLER, GRADE 60 ( f y .60AW 0 PSG) FOR BARS 0 5 AND LARGER REINFORCING SHALL BE CONTINUOUS WITH ALL SPLICES STAGGERED. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND ; NTERSECTION. PROVIDE ALL HORIZONTAL BARS WITH 2' -6" X 2'- 6" CORNER BARS OF THE SAME SIZE AT ALL CORNERS AND WALL INTERSECTIONS. ALL STEEL SHALL BE jiliIiiiiSCUIRATELY LOCATED N THE FORMS AND SEC XNRM BEFORE AND DURING THE PLACWS OF THE CONCRETE Y TIaE FORM TIES ADEQUATE TO PREVENT RE DISPL-A+C13 EW DURING PRO CONSTRUCTION. VIDE CORNER BARS TO MATCH HORIZONTAL RE , W1-ERE A CONCRETE WALL END DOES NOT N4TERSECT ANOTHER WALL, HOOK HORIZONTAL BARS 90 DE<xREES AND PROVIDE A ( b) BAR DIAMETER EXTENSION. AT WALLS LAP VERTICAL RE 48 DIAMETERS WITH FOOTING DOLLS. WELDED WIRE FABRIC SHALL "O ASTM -186. LAP FABRIC 1' -0 MNNIUM AT SPLICES, LAP BAR REiNFORGNCs 30 DIAMETERS L;ITI -: * 110*11.M 18" LAP. LAP ADJACENT MATS OF WELDED UNRE MES14 ONE FULL MESH AT SIDES AN= ENDS. REINFORCINCs STEEL SHALL BE DETAILED (NCLUDNCs HOOK AND BENDS) IN ,-- CCOiRDANCE WITH ACI 315 AND 318 - (LATEST EDITION). MAXIh' UM AREA OF SLAB BEFORE TIROL OR EXPANSION JONNT : 200 SOFT. CONTRACTOR TO PROVIDE PLAN iW LOCATIONS OF CONSTRUCTION 4 EXPANSION JOINT • CONCRETE SLAT 4 TO ARCM. FOR REVIEW PRIOR TO INSTALLATION. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f c AS i BELOW. CONCRETE SHALL C:4>C- -0R'1 TO AMERICAN C *11CRETE INSTITUTE STANDARD 301, "SPECIFICATIONS FOR STRSGTUM?AL.. CONCRETE FOR BUILDNG AN AIR LNG ADMIXTURE CONFORMING TO U IBC STC 2CP -'3 51- ALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WEATHER PROVIDE 5% - M ENTRAINED AIR MAXR"tM MAXf'I1 SLUE' SMALL BE 4 AT TrE OF PLACING. MIN SACKS OF CEMENT PER SPEC l AL NNSP. f *c -C`r' OF CONIGR (REQUIRED USE USE -------------------------------------------------------------------------------------- - - - - -- do. 5 NO SLAB ON G1 4 FOUNDATION A. CONCRETE OE56i MI MAY BE c*43 'iITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO BEARING WALLS SHALL HAVE A 51NGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATE$ AND BOTTOM PLATES TO EACH STUD WITH (2) I6d NAILS. FACE NAIL DOUBLE TOP PLATES WITH I6d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH (2) ifod NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM 48 INCHES. FACE NAIL BOTTOM PLATE TO FLOOR JOISTS OR 2x SOLID BLOCKING; UUTH (2)16d NAILS (FOR SHEARWALLS - SEE SCHEDULE AND NOTES) — EX NOT LESS THAN 3 STUDS SHALL BE INSTALLED AT EACH CORNER OF AN RIOR WALL. LAP EXTERIOR SHEATHING CONTINUOUS ACROSS END STUD OR PERPENDICULAR WALL. /2 C NON - BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS !BOTTOM CHORD WiT14 APPROVED FASTENERS TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLAN SHALL BE 4 X 8 OR* 2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENiNCs 4' -0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENING MORE THAN 4' -0" WIDE. WINDOW OR DOOR OPENING END STUDS CALLED OUT ON PLANS ARE AS FOLLOWS: (1) 2X : (1) TRIMMER PLUS I KING STUD. (2) 2X (2) TRIMMER PLUS 1 KING STUD. ( 3) 2X (3) TRIMMER PLUS I KiNG STUD. NAIL STUDS W/ (2)16d • 8 O.C. FOR DOUBLE STUD AND (2) lbd 0 8" O.C. EACH SiDE TO THE CENTER STUD. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO STUDS, SPIKE LAMINATED COLUMNS TOGETHER WITH I(od * 6" O.C. STAGGERED. - STRUCTURAL TIMBER 2x FLOOR AND ROOF JOISTS HEM -FIR 0 2 Fb - 850 PSi 4x BEAMS AND HEADERS DOUG- FIR/LARCH 0 2 Fb = 815 PSI 6x BEAMS AND HEADERS DOUG- FIR/LARCH 0 2 Fb - 815 PSI COLUMNS DOUG- FIR/LARCH 0 1 Fb = 1300 PSI - GLUED LAMINATED TIMBER LAMINATED TIMBER SHALL CONFORM TO AITC STANDARDS i11. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACGO'?PANIED BY AN AITC CERTIFICATE OF . STRESS GRADE COMBINATION - SNGLE SPAN 24F -V4/0F (Fb = 2400 PSI, Fv = 190 PSI MN.) STRESS GRADE COMBINATION - CANTILEVER 24F -V8/DF (Fb • 2400 PSI, Fv • 190 PSI MIN,) STANDARD CAMBER (3500 FT. RADIUS) ONE COAT OFi SEALER SHALL BE APPL IMMEDIATELY AFTE TRIMMING M EITHER SHOP OR FIELD. - LAMINATED VENEER TIMBER 1.5E TMBEISTRAINO Fb ■ 2250 PSI Fv - 285 PSI 2.0E WS PARALLAM Fb = 29¢X0 PSI Fv : 285 PSI ROOF FRAMING - PROVIDE CONTINUOUS 15LOCKW3 FOR RAFTERS AT THE SUPPORTS AND CROSS 8MOGW.x AS REQUIRED. PROVIDE BLOCKING AND BRIDGING FOR TRU,ISl PER ROOF TRUSSES MANUFACTURER REQUIREMENTS. "POST DOWN" - PROVIDE MIN. 6X4 OF. 'I WITH ACE SIMPSON! POST CAPS POST TO TOP BEAM AND POST TO POST OR STUDS OR BEAM BELOW (USE AC/ACE INVERTED) PLYWOOD /055 PLYWOOD SHEATHING SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF V.S. PRODUCT STANDARD P$- I FOR SOFTWOOD PLYIIIOop'. EACH PIECE SHALL BEAR THE Al GRADE TRADEMARK OF THE APA, PLYWOOD ROOF, FLOOR AND WALL S- EATHNCs TO BE APA RATED SHEATHING Fl IMMj==aL4l UNLESS NOTED On*U WISE ROOF SHEATHNG 5/8" COX (OR 1/Ib oes ) APA RATED PLYWOOD ( 32/16) LAY Lip WITH MiNR" N, m 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING - SEE SWEAR SCHEDULE. FLOOR SIEATNNVG 3/4" COX APA RATED PLYWOOD (46/14) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG OL PROVIDE TOG EDGES AT LONG PANEL EDGES. "LNG - SEE SHEAR SCHEDULE TIOO_ (COMPOSiTKJN OR CEDAR - PL` 10:00) 1 /ib' OSB. SHT'G 0/15' FELT wAX4 SOLID • OVERHANGS NAIL PER ROOF SI~EATWIM SCHEDULE (TYP. UNLESS NOTED OT SE) CONS TRUCTION: 0 IONUER ROOF TILE - PLYWOOD) MONIER ROOF TILE ON SPACED CEDAR W BATTENS 5/8 0.,50. (32/1(p) SHT'G w/30 FELT w/EK4 SOLID UNBLOCX ED w/FACE GRAIN PERPENDKXLAR TO FRAMING BELOW, STAGGER END JOISTS. NAIL PER ROOF °,SFEATHNCs SiDULE (T7P_ UNLESS NOTED OT1 ERUUSE) ALL WOOD PLATES AND BLOCKING N DIRECT CONTACT WiTH CZNGRETE SHALL BE PRESSURE- TREATED 1UJiTw AN APPROVED PRESERVATIVE_ FI�CMPJ OR WAL- L CONSTRL CT ION: UNLESS o NOTED. SID Ill PER ELEVATION OR BFWX VETEER PER SEC. 3006 (B) ON BUILOW3 PAPER PER IBC. 14 -4 1/16' SHEATHM - SEE PLANS FOR SITAR WALL NAILNCs 2X STUDS • I6 OC. INSUIL.ATION w/PVA PAINT 4 VAPOR BARRIER - SEE AJRC ITEC i JP.AL PLANS We GAWB_ PER 2003 reC TABLE 2306.45 UNLESS NOTED OT1•ERU115E MISCELL.ANECX* USE AS AN ALTERNATIVE TO TIME CEMNT CONTENT NOTED ABOVE. BRICK VENEER SHALL 8E ANCN IO1RED TO BACKWS WALLS PEIR TWE td5Z. KNT14 TE PROTECTION lCCNSQ' FOR REII!JFORC NG STEEL Sj L L BE AS FOLLOUIB: N'x22 GAUGE GALVANQM SWEET METAL ANG440RS MMf'7li'1 ANC44CM TIES &44LL BE SPACED FOCTWaS AND OTWER UNFORMED SU WAGES. EARS FACE 3 11 50 AS TO _N9 SORT NOT MORE TAM TWO Sal&JIaE SET aF UW.LL AREA ANC.WOR TiES Si44L -L SURFACES EX11 TO EARTH OR i1EATWER 95E SPACED NOT MORE TWIA1N 24' O:C. ALLY. { ••t!5 BARS OR ) 1 { :►' `�`�`'� ..,,...�"'°" TAT'IONS ON D RE&_ATi4G 'O FRAMWx CA_W S..jO*T Al OTHER (% BARB OR LAWxER) 4� ••`'' } ;- G E C*#C:TOR IA & MAF BY TWE sT100NC: -CIE CC)1'1PA><Yr'. SLABS AN WALLS ACE 3 EO"AL.EW DEVICES BY OT ER MAPAPACTUIPIERS MAY BE ft0$Trr1j1W. N10W TWY "AVE ICBC APPROVAL. FOR ECUAL LCAAD CAPACI?ES ABBRE ✓i AT AB ANCHOR BOLTS EW EACW it AL T l ALTS WAATE EXT EXTEMIOR OLKA BL ocxj Vas FA &4 e U DARY NAIL - SEE FDN F<)UNDATION AL CLAIPHIRAG1111 FJ FLOOR JOOT EMIG Is FAR SDE DML OOIRJLE 1 pooTwx �lA D W �sAUCsE GrALY C&ALVANL E EXOTNG GILD CAAA D LArOiATED OEAM �-- i EA EA04 HIM NEACGR Ef EACH FACE wm MST Neil EK F. W616L - SEE V19VICAL IF 94MM FACE 1 jw I _J4c r EG1 EG1i�. OR E�ii1/AL�ff "T Bb EArCM SDE r so 0 TYPICAL SWEAR NQTE6: 1) ABOVE ALLOWABLE SHEAR CAPACITIES APPLIES FOR 2X FRAMING SPACED NO MORE THAN 16" O.G. (HFV OR BETTER). 2) WHERE APA SHEATHMS IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 13 LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FR4MIWx MEMBER OR FRAMING; SHALL BE 3X NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. WI -ERE ALLOWABLE SWEAR VALUES EXCEED 350 PLF (NAIL SPACING 3" OR LESS OR SHEAR WALLS WITH PLYWOOD APPLIED ON EACH SIDE OF STUD WALL) FOUNDATION SILL PLATE$ AND FRAMING FOR PANEL EDGES SHALL BE 3" NOMINAL NAILS SHALL BE STAGGERED. (SEE DETAIL 0 31) 3) ALL SHEAR WALL$ SHALL COMFORMTen 23 REQUIiE" iENTS. NAILS FOR OSS SHALL BE 8d (UN-O_) NAILS (8d SHALL HAVE A 0.131" DIAMETER). APPLY NAILWx TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALT. BE *APA RATED SHEATHING OVER 2X STUDS 0 16" O.C. WITH Sd C 0MMON NAILS ! b" O.C. AT SHEATHING; PANEL EDGES AND 12" O-C AT iNTERMEOIATE FRAMWx MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2X STUDS. 3) ANCHOR BOLTS SHALL BE STANDARD "J - BOLT" WITH A 4d RETURN, OR A STANDARD "L- BOLT" WITH 12d EXTENSION. ANC14OR BOLTS SHALL BE A 36 STEEL OR BETTER MIN91UIM CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO T �, y 3" WHEN EXPOSED TO EARTH. (USiG. CHAPTER 0 4 23). ALL ANCHOR BOLTS SHALL SAVE MIN.. 1�"& A.B. PLACEMENT NOT MORE THAN 12" AND NOT LESS THAN 1 BOLT DIAMETERS FROM EACH END OF EACH INDIVIDUAL FOUNDATION SILL PLATE CoA) SHEM IALLS PARALLEL WITH FRAMINIG - PROVIDE SINCsLE JOIST BELOW 4 TOP OF SHEARIUALL - FOR SHEARWALLS W/ PI -2, P2 -4, P2 -3 4 P2 -2 PROVIDE DOUBLE JOIST BELOW 4 TOP OF SI- EARIUALL bB) SHEARWALLS PERPENDICULAR TO FR,4MWx PROVIDE MIlk 2x SOLID BLOCKING= BELOW A TOP OF SHEAR TALL - FOR SWEA UJAL.L$ W/ PI -2, P2 -4, P2 -3 4 P2 -2 PROVIDE DOUBLE SOLID BLOCKING BELOW 4 TOP OF SMAJaUALL 1) DO NOT OVERDRIVE NAIL INTO $ EATHNG. FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHNG. 8) NAIL 2X4" OR 2X6 SOLE PLATES MN1 IUM W1/ I6d AT 12" O.C. (UNO1 FOR OTWER NAILW-s SEE SMEAR WALL SC44EDULE. 9) ON EXTERIOR WIt.1LL$ SI- EATI-IM SMALL LAP RIM JOIST AND TOP PLATE. 10) DOUJ$LE ALL TOP PLATES AND LAP AT LEAST 48" AT JOINTS WI 8 -I6d EACH SiDE AND Will AT NOT OVER 12" OC. (MIN. NAILM PER I.D.C. TABLE 2304 SD ALONG PLATE FOR EXTERIOR AND MAIN NTE!'?fOR WALLS. 11) PROVIDE MIN. TWO STUDS AT HOLDDOWN LOCATION.. SE MANXFACTLIRER'S REQUIREMEN T6 AND DETAILS FOR EACH TYPE OF HOLDD )WN, STRAP AND CONNECTOR ECTOR FOR PROPER W3TALLATION. D • B11E E BLOCKING HOLDOLLN ETErt STUDS 0 RIM OR l3LOCrKNCs - SEE 13 CsAt,IGE STAPLES OR 0131 D IAM. P -NAILS CAN BE USED N LIEU OF 8d CO"/"'IONS - ONLY FOR $I-EAR WALLS W1/ MAX ALLOWABLE S1-EAR LESS TNAN 350 PLF (DR) AND 321 PLF (HF.) VERIFY WITH ENGII EER 13) FOR T14E ABOVE SWELL SCrNEDI.IL.E - W WEN PANELS APPLIED OVER 1/2. OR 5/8 GYPSUM SWEATNG SASE NAIL SIZE TO Ii TYP. FOR ALL SWEARWALL EXCEPT M -3, P1 -2, P2 -4, P2 -3 (MUST BE APPLIED DIRECTLY OVER FRAMNCs). 14) ALTERNIATiVELY A35 (SIMIPSON CLiP) CAN BE SUBSTITUTED BY L.TP4 (SMPSON) Wlv SAFE SPAC II NG FOR 'FLA APPL NNSTALL LTP4 OVER 2x FRAMING FOR SWEARWALL M -2, P2-4, P2 -3 4 P2-2 STAGGER A35 ON EACH SIDE OF OBL R! " (DEL- BLK'G) PROVIDE SOLID BLOC 3CJ NG • WEOL.DO UIINS AND POINT LOADS ABOVE. USE (D SAME SIZE AS POST OR MULTIPLE $TUas A50YE FOR BLOC K94G. U 44E N PIUE.T1PLE STUDS ARE USED. ORIENT GRANS VERTICALLY. (FOR 6)(6 POST ABOVE, USE 4X8 POST dLOC1KWx • RIM) RW POST TO BOTTOM OF FLOOR PLYWOOD D! . P'l E P 1VE CONNECT101V (MTL STRAP - MIN. (2) CSIb -Ad. MAIL ONE ON T14E OP FACE OF THE OTWER). � PEE SOLID QLOCXJ x BETUAMN TOP CAF BEA1"1 AND SO ""TOM OF 3 PLC • FLOOR D - SE O ASefQE VI AT I ONS ( MIS MAG14111HE BOLT STD STANDARD f''AH Mod„y,M STGR STAGGER "mc r1l0liCELLANEOUS STPF S NS HEAR SC* T40 'TOP 4 DO?"TCM ►'IT'S P40T TO SCALE Tw (F N) OG Ch C047ER TN TOEMA< OD IOd TYP I V (CAL Of CI M re o ZMAND e0AP O uo" um"36 CIWEPNOW NOTED to yw PLYVX= VERi VERTICAL PT A►TIYE TIOEATED i5F 1111119lDED TARE FADRIG Pit PLATE NAGNM w liA'fi4 NEW IRE ME awo MTN cw SM 994LAR am SHEA1111t MAL - SEE � � VW ICAL 0I1111 SlEA1R MIL W J N.- R NAILING SCHEDULE (HORIZONTAL DIAPHRAGM) TYP. ROOF SHEATHNG: 1/16" O$B APA RATED SI- EATHNG (24/0) EXP. I EM. BONG NEROA391, RPA". LAY UP Ua/ MINW%H I/8" CLEAR 15ETIIEEN PANELS TO ALLOW FOR EXPANSION. NAILNG SMALL 13E 8d AT 6 O,C, AT PANEL EDGES AND 12 O.C. AT INMRMEDIATE SUPPORTS. PROVIDE EDGE CLIPS 0 24" OZ. AT ALL EDGES. ALLOWABLE 0IAPHRACIP1 SWEAR - 190X0.93042 plf (SEISMIC) 245 pif NAND) ROOF 12 15/32" 2x FRAMING - W.F. 0 24" OC. TYPE NAILS DIAPHRAGM SUPPORTED BLOCKED BLK'G DESIGN BOUNDARIES EDGES EDGES V ALLOWABLE (B N) (F N) (B E) SEISMIC WIND RI IOd 6" O.C. b" O.C. 6" O.C. YES 269 PLF 310 PLF R2 10d 4" OZ. 4" OC. 4" O.G. YES 350 PLF 550 PLF R3 IOd 23" OZ. 25' O:C. 6 O.C. YES SW PLF 140 PLF FLOOR NAiLINC= SCHEDULE (HORIZONTAL DIAP14ZAGM) TYP. FLOOR swEATMINCs: 3/4" COX Tics APA RATED PLYWOOD (48,!24) NAILED AND GLUED. ADHESIVE SMALL COWOR'1 TO APA SPECIFICATION AFG OL PROVIDE T4G EDGES AT LONG PANEL EDGES. NAIL Ws SHALL BE 1041 AT 6" OZ. AT PANEL EDGES AND ID" OZ. AT RM]IRMEDIATE SUPPORTS. ALLOl1140LE PLAFWAdilill SWEAR - 215X0,8? M pif. FLOOR DIAPHRAGM 19/32' 2x FRA IWS - W.F. • 16 or, TYPE NAILS DIAFNRA<aM OUP111 BLOCKED 1151_0 N x DESIIM l301.NDAR1ES EDGES EDGES � V ALLOIo49!iLE (B N) (F N) (B E) O SEISMIC WIND F! IOd 6" OC. 6 OC. b" O.C. YES 291 PLF 40 PLF F2 IOd 4" O.C. 4" OC. 4" OC_ YES 390 PLF 550 PLF F3 10d 2S' O.G. 2S" O,C_ b" OC. YES sw PLF 830 PLF TYPICAL NOTES FOR ROOF 4 FLOOR D : WERE NAILS SPACED 25" AND LESS FRAM NS AT ADJOWOiG PANEL EDGES SMALL BE 3x AND SMALL DE STAGGeFtED. ROOF OR FLOOR PLYWOOD SMALL BE LAID UII/ FACE CAIN PER!°EINDKAM -AR TO AND END JOINTS STACICARIll 4 _ ALL PLYWOOD SW ALL BE HSTAL.LM PER AMERICAN Pi.YUJpOD ,C1580GIAT10Ni8 STANDARDS. 14OLID DOWN SCH EDULE: A) 901-10 BLOCKING; RIM OR SLOUGNCs BETWEEN T14E WALLS o HOLOCuN LOCATION -SEE 16 TYP. ALL HOLDOILNS. SHEAR PANELS MUST BE NAILED TO 'S POST (STEED) WITH EN NAILING PER SCHEDULE. B) FINGER JONED STUDS SHALL NOT 8E USED AT ANY HOLDOIN OR LATERAL RESiSTNCs STRAP LOC.AMN. C) ALL HOLD- DOl REFERENCED MAMFACTLAED BY 0 SIIMP$ON STRONiG -TiE C MPANY, NC." WOLD -DOWNS OF ECAAVALBN'T CAPACITY BY OTl-ER (U SPJ MANUFACTURERS MAY BE USED. ALL HOLD- DO,UNS SHALL BE INSTALLED PER LATEST MANLFAGTU TREWS SPECiFICATiON (9IMPSoN CATALOG; C- 2004). SE PLANS FOR LOCATION. I WPM= - - IN E, NAIL TO (2) 2X STUD WITH 24 - I6d NAILS. C5I6 iW (28) $d TO (2) 2x STNS ABOVE AND BELOW 2 (CLEAR SPAN PLUS 3b - : TOTAL LF3NGTH). PRovtoE Ib" (MK) END LENNGTR (FOR TOTAL LENGTH SE PLANS). 3 MST48 STRAP TIE - NAIL To (2) 2x STUDS ABOVE AND BELOW IIWTH (46) 1bd NAILS. CMSTCI6 W/ (64) I6d SNCERS TO (2) 2x STUDS ABOVE 4 AND BELOW (CLEAR $PAN PLUS 50' 0 TOTAL L 1MG11.1). P10 IV1DE 25 END LENGTH. (FOR TOTAL L WxTW 5E PLANS) STWIDt4RJ - c'318ED N C CNC. NAIL TO (2) 2x STUDS 5 447164 (36) 16d N1AL AVOID SPALLWs of WOLOCill WE'>" - USE SST028 UAT14 24 MD4116U 4 h ED!'BNT, ISOLT TO (3) 2X STUNS LWTN 7�EE 1/8 Dia. MACN11INE BOLTS. P+408 - 145E 567528 1W 24 rM EMBED 1 LASE SCIPSON 503 V4'x3' 5100D 5CFL=VZ INTO (3) ?x STUDS. �7iT1r OF Tt4@11A N d z OL JOB NO: 04-3a DATE: 08/02 DRi�l By: T" REVISED: �/�,_... r��► -.•.fie -"'�. - ne.�.. -... _. „oaf..... r � � A,�►„- - ^�'-R .-•�..... ��.w�►. ��►�rtr -- .r►•. tea. - �• - �►++ -. -� rte.._ w ��. ��. - - ---a- --...- mow.+► -•w..� _.w• ts� Iq r O W v � 0 � O W Z °' Q � LL Z U � 0 W e LL W � � N W J N.- M (L N d z OL JOB NO: 04-3a DATE: 08/02 DRi�l By: T" REVISED: �/�,_... r��► -.•.fie -"'�. - ne.�.. -... _. „oaf..... r � � A,�►„- - ^�'-R .-•�..... ��.w�►. ��►�rtr -- .r►•. tea. - �• - �►++ -. -� rte.._ w ��. ��. - - ---a- --...- mow.+► -•w..� _.w• ts� Iq L] ;fir ON EN ON 2x BLKV& OR 2x RIM JOIST ex Dx -- ox DL.00KIWs — SHEAR WALL bripsoN HOLD %N - , 'SEE PLAN FOR TYPE AND LOCATION SEE DETAIL IB :- COW. REIN. FLOOR JOIST --" - PE1 PENVICt'L.AR AJ5. x 10• - FOR SIZE 4 TO WALL • SPACING SEE PLAN A3 (SR PSON) 32 OTC. FOR CONC. WALL N > 4' -m• $W = SHEAR WALL FA • FRAM1MCs ANCHOR EN • EDGE NAILING M • DGUAS'2ARY NAIL WCs ON = BOTT /TOP PLATE NAIL ING FN • FIELD NAIL / SUPPORT EDGE$ BE • BLOCKED EDGE NAILING AD W1/ PLATE ew W ! • STUD WALL PER PLAN SN AS V PLATE W1A% ERS PLATE � V FN EN FOR I AND HOLDOIINb AND LOADS SEE � i �._. � I._. - BN N � {n Q 2x BLKYs OR � FLOOR 2x RIM JOIST DIA^i?AP9 NON STRUCTURAL I RIM JOIST ALT. CLIP LOCATION � FA (6WAR NOTES 94) 0 W O ON �1 4 a !� --m bN 2x dLKYa OR 2x RPM JOIST JOIST SA Ex SW +SHEAR WALL FA + FRAMING ANC 4OR EN + EDGE NAILINCs BN s BOUNDARY NAILNG STUD WALL ON • BOTT / TOP PLATE NAILING FN • FIELD NAIL / 6UF4 T P PER PLAN OE • BLOCKED EDGE NAILING SOLE PLATE SWEAR WALL SW STUD WAIL PER PLAN PN PLATE SK SH BE TO DLK'G ZR B)y Wip"SCI I HOLDOMN • 11 11 FN SEE PLAN FOR I Y1°E IN 2x BLOCKING AND LOCATION EN m v I 19N I I I SILL PLATE W II UM; FOR TYPICAL SHEAR WALLS 4 HORIZONTAL V) I I SILL PLATE • < AD W1/ PLATE D NAILING SEE NOTES W ! • I I I I 4 AS V PLATE W1A% ERS � V I WASWERS CONCRETE FOR I AND HOLDOIINb AND LOADS SEE � i �._. � I._. - 1 O N � {n Q Z � b1'EM WALL � �LK`G '8' SHEET NOTES FOR FRAMM CONCRETE V � � 0 W O ON �1 4 a !� STEM WALL 2r 2 AR Et t,UAL L O FLLIl I� , WALL 5NE A�WAL L t� 6 E XTE R I OR NOTE ALL NAILS IExA NAILING PER SHA LL BE P LACE D A. � GWEAR PATH a C �' Alh '- (FLOOR Jo19T PERPItTpICLILAR TO WALL) FOO T I NCB (JOI F'E RF - ) EDGE AND X rEMeER ` �'� SW • SHEAR WALL FA • FRAMING A -44M SW • SHEAR WALL FA + FRAMING ANC4IOR SW • SWEAR WALL. FA . FRAMING ANC4�OR EN r EDGE NAILING BAN + BOUNDARY NAILING EN = EDGE NAILING ON • BOUNDARY NAILING EN = EDGE AI NLWx ON • ON • dOTT / TOP PLATE NAILING FN • FIELD NAIL / 6UP 21 OW EDGES SH • DOTT / TOP PLATE NAILNG FN • FIELD NAIL / StNOPORT E SN • BOTT / TOP PLATE NAILING FN •FIELD NAIL / SUPPORT Epp #b BE = BLOCKED EDCsE NAILING BE • BLOCKED EDGE NAILING BE = BLOCKED EDGE NAILING 8N ROOF OR FLOOR DIAPHI. Stu STUD WALL PER PLAN aw `N SOLE PLATE SN LL STUD WA PER PLAN FN SOLE PLATE 2x I5L.K'G (SHEAR NOTES EN EN FN 'Ibb) JOIST ON + EN . FA 2x OLKYs OR 2x RPM JOIST I I I I 3/a• I I JOIST 2x DLK'G OR I FLUOR E N RIM FIER LL I 2x RPM JOIST I I DIAPFNRAM N!99 FA I j/g• I 2x BLK`G JOIST , ( SHEAR NOTES SW EN EIIV 'wig) TOP PLATES ALT CLIP l LOCATION (SHEAR NOTE'S _._. 14) NAIL OYEIR FRAMNCs TOP PLATES Sill INTERIOR S14EAIIWALL saaaaaass saaaaaaa ASOYE FLOOR JOIST *WADER - SEE !°LAN IEXTEND HEADER TOP PLATE 2x4 TWM PANEL) Sd - 3 O.G. COr'1"tON NAILS TOP PLATE NAIL SWEATING TO DEADER 3 O.C. EA "AY - TYP. 1 (3) 2x STUBS NAIL. STUDS W/ 11*t I 1 4 PMT O Q B P SIEATNNG ONE SLOE MV Od CGI°1' ON NALS (2) ISOIIJG 0 3" O C. • PANEL E IGGES (FOR P-b') - Typ. I W_ HOLDOWNS PER FILM 11x4 EI•D (TYP> I 'S/S'• x i6' A19- (2 REBID) • • at ,•• -34 0 4 CONT. v`ECTION u STUD WALL PER PLAN SOLE PLATE r- 1 SEE DETAIL 25 NON STRUCT. RIM --+, DID _pLOOR 'B S�IIL ST 0. 0 4 C4". REIN. 2x BLKYs OR 2x RPM JOIST I JOIST •. A x I0 - FOR SIZE 4 ALT. CLIP LOCATION FA ESN. • . w SPACING SEE 'PLAN (SHEAR NOTES 4 I4) I BLK'G AS 9102V I I by FLOOR DIA BILL PLATE !'w�. E W I t . I I . SILL PLATE r • AS We PLATE � FOR TYPICAL SHEAR WALLS 4 HORIZONTAL W I uu DIAIrNR,4csl'1 NAILING SEE NOTES � • - I I 4 ,pd W PLATE � ' ` I CO TE BLK _ POW I I u,,ot�.lERs FOR 'G � � �31 NOTE'.! FOR FRAM r�IG SEE �' -� 4 STEM WALL 000 � ,,,w, 1 4 STEM WAL +� r L . 2 AX NOTE (ENJ: WAL L 10 OUND . WALL 5kE ARWAL L a E XTE ' I Oil ALL NAILING PElPFM NO saaaaaaa G ) 4�E t Na LS swaLL eE PLACED No ar4LT 1 T� SEN= ST PARA►I_LEL TO ) ( *;F OOTIN G l JO I STS A ) EDGE � X R PANEL AN. �„� a1�.1n ' RAL . SW • SHEAR WALL FA • FRAMING ANC 4OR vp EN • EDGE NAILING DN + BOtI DARY NAILING ow STUD WALL ON - BOTT / TOP PLATE NAILING FN •MELD NAIL / SUPPORT EDGE& Sw PER PLAN BE ' BLOCKED EDGE NAILING STUD WALL PER PLAN 8N SOLE PLATE ON SOLE PLATE F R4 Sw STUD WALL FN EN PER PLAN Elf SOLE PLATE ME - � ON 2x BLKYs OR ININ 2x BLK'G OR 2x R" JOIST ESN 2x RM JC*T JOIST ON IDN = JOR9T S.W. s► ON 2x dLK'G OR I' • MN. SAL 2x RNM JOIST I I t JOIST 2x DLKYG OR I 01 RIM FILLER I 2x RIM JOIST I I EK ALT. FA I � I ALT. I � TOP PLATES � � SW ALT. C -P TOP PLATES ,--P ANEL SPLICE LOCATION (fi �� ANEL $PUCE HNE.4R NOTES PER MFGI! RECG 14) NAIL OVER TOP PLATES PER MFCs'R REC. EN FRAMING Ell 2x OLKIG AT PANEL SW L 2x DLK'G AT PANEL NOTE (E or 8PLiGE ALTE0IATE AT PSI JOIST ' J. N 6 NAL NG S MALL DE Na Al.TOW"IN G&M�AR IDAM E SHE ARWA NA& (E MA + L �-- w�e►ILS �L � >ry ALTt!!�lATf lDATi� L %G THAN 3Abw N RWH PANEL pl,,4 OLri I� � LESS TIE+AN 3/0 N FI&OP'1 ESE A0V 2 ME IBER PARAL_ L EL TO F.J. ECWmE AND 2x r281"IMER SW . SHEAR WALL SN • BOTT / TON* PLATE NAILING FA = FFt4Q`jNrs AN 34M PN • FIELD NAIL / SUPPORT mxem EN • EDGE NAILING BE BLOCKED EDGE NAILING EN • BOIWARY NAILING It Tot v" ROCIF D 1 F D LSIV SH 4a+ ot. 2x BLKrGx BN ROOF TPWWS • 24. OjC. L610 (SAM SPAC 4G AS 1=A• FOR SMI ISELOW 9f'PS014 "tr#+ CL AT n 2x IXK Cs of EACW TWU86 OR RAFTER '- E BETWEEN TWIG (LOCATE AT NSDE OR dl�1'SDE GF PLATE). IN L 1111100IF TIMOSES • 24 OTC, SW ALTET�IATE Wvmkm _ lNaOF SNTYs/ DLKYs 3/4• 11a00F SNT1G EW m AT EA TldR lsb ORAF1ETt (LOCATE AT DOM OR 3W iJ1d CWTiDE OF 1■LAATE). FA OR 1,S10 (SAM SPACING; l AT44 SOFFIT ' '� AS'FA= FOR SW DEL+OW AL RNATE 3 r2fC;33Q d • RAKED 2x 8I.Krz f 120 EN U[? hKW SGTfIT X9,4 SECTION - ROOF PLYu10OD 1 INTERIOR SHEARWALL $A BELOW WITH BLOCKING • 1 u- ,A. GOVT NOR I ` 1 1 r X I r � L �(2)'S 6 04 0 w GARAGE SL/EI < i> r w ~ Ib• x t0• CONT. "G L A ALT. TALS OF VERT. ��Al SECTION '-- ALTEANATE AT RIM JOIST E XT�RIOR SNARt,UAL L f'ERF r, ICULAR TO F.J. W� .Q �I S p s tN- STUDS • HOLD 0M T. WoLDoIIFI 0 OR HL GID We S679M ") SROW N N FOR TYPE > LOCATION (2) S COW. TANLS OF 04 (3) 04 CONT. SECTION A -4 evv 0 f _ —.. ow. - ..�.- �r..-r 'rc-- .�f.►+���_ _ . -: �..�.�- .+��. �..+.�..- �.�. w. ... _..- w.r+- wr--- ..--- .�.. -. ate. .-.. _... -..�. �. — -- - - + 4 ,_ A - TA—W P, Z V) r 0 0 w 0 v � V O a 1 O N � {n Q Z Q Z V � 0 W a F- E: JJ4W �m a N 4 Z 4 J JOB NO: 04 -389 DATE: 08'02104 DRllN- B7: TH REVISED: SWEET No- S ? OF 3 (2) 2x4 BLCKWNG -•-- -^.�- w.. �, w.w+.s• w..r. ,�_ � _ �.- �� �-- ....� ----�� -�- -� � .. �-- : �.� -�.r__ ��- -rws a�+� -• 7r�-- _....�. I� -- `r�r �w_w'�'7�i��- . - It- SW ■ SHEAR WALL 91`4 • BOTT / TOP PLATE NAILING EN • EDGE NAILING 1 15E BLOCKED EDGE NAILING 2X6 BRACE • 48' OZ. MAX. INSTALL ROOF DIAPNIeA M . 45 -60 DEGREE ANGLE. LOCATE BLK'G TO 2ND OR 3RD TRI158 DAY FN ROOF DIAPR IF REO'D DY HEKsbT OF GABLE USE TO 2xb BLKr2 (4) i6d NAIL$ TOP 4 DOT. OF BRACE 2x6 BLK'G ON FN 2x OUTLOOKE . 24" O Z. FASCIA - SEE \ ARCH. DRAWINGS \ \ L SW It - Wvvv rg+ipv ` A \ SN EN 2x4 A WALL SMAT14NG TO BE SW C.ONT*4UO J8 TO TIE STUD WALL TO GABLE END. BLOCKING F REQ.D ALT. USE FA OR LPT4 SEE SCHEDULE BOTTOM C1.10RD OF GABLE TRJSS TO TOP PLATE OF 314EARLIALL. SPACING PER SW BELOW 20 5 I -SEAR WALL (PARALLEL W/ ROOF TR�lSSES) (2) 2X PLATE 3X MEMBERS -- ABUTTING PANEL EDGES 2X STUDS (TYP 3X HLOC cm • HORIZ EDGES F REQ'D 2X SOLE PLATE FLR JST. BEYOND - PLATE WASHER - 27Q'X3/16 TH1C 3X P.T. MUID PLATE ANCHOR BOLT PER SC4EDIJLE I — J I SAM wo FA s FRAMING ANCHOR FN • FIELD NAIL / SUPPORT EDGES SW • SHEAR WALL FA • FRAMING ANCWM BN • BOUNDARY NAILNG EN • EDGE NAILWG ON • BOUNDARY NAILNG 8N • DOTT /TOP PLATE NAILING FN • FIELD NAIL / SUPPORT EDGES BE • BLOCKED EDGE NAILING (2) 2x STUDS 8N La SW EN FA ON 2X6 BRACE 2X4 (4)16d FA BRA /2X4 NAIL W/ (2) 16d NAIL 2X4 FLAT U61 TO MOT. CHORD OF END TR " BOTTOM CWORp AND 16d NAILS • b' OCL TO OF TRU85 NAIL 2x4 ON EDGE TO 2x4 FLAT FOR THE RILL LENGTH SECTION A -A 1 w =I J� r .N n NAIL NG F ELE VATION -- FANEL W1 3X FRAMING l REF. TO SHEAR W ALL NOTES 0 2 ) 2X 5 ANIEL BrLIGE —(2) 2X STU a PANEL SPLICE (2)"• a• O:c. ALTERNATE DETAIL MQI IQH A (2) 2x STUDS .Y. I A 0 a w (4) A3b - USE L6 Q (1 ) O R W/(l) 0816 -48 U 8) _ (8) A35 USE .. Cr (SEE PLAN) c 04 W/0) CS* - A& CAI Fm— ST1JD WALL a NOTE, l2) Cs16 -48 CAN BE SUDBT. BY TJ11018T/BEAM PLYWOOD SHEATHING V) y (U CM$TC16 VERFY ON PL.ANB Z U SIZE 4 PLACEr'IENT � : Ys III I I 1 I REAM - VERIFY ES I � (_ TJI WEd ON PLANS 1 i i ASS WRAP AROtND BLKra I I I 1 BLKrx w C ' A ON A N6 STRAP H6 STRAP FLOOR JOIST WEADE!! WEAPER DBL 2x OLKY. OR 4x DBL 2x BLK'G OR MK (2) 2X STUB OR MIN. (2) 2X STUDS AT OR 4x TYP. 2x BLK'G SEC T ION AT SHEAR WALL A- A SEE H01-DOILN SC44ECXJLE FOR ADDITIONAL INFO. FOR BLK'G AND HOLDO" AND POINT LOADS SEE �OO ON 'S' SHEET NOTES FOR FRAMMG SECT l ON �3E �41"i /JOIST CONNECT I ONS 244 32 Z V 0 a w L6 Q U O .. Cr O CAI Fm— Z `n X Q V) y Z U 4 w � (_ 3 A Lh LL W to w C ' A lu CD :1 a- N Q P 0 N Z Q J05 NO: 04 -38 0 5 DATE: 08/021C4 E RUN. 8Y - TW REVISED: 4 c r r y F�a1� SwEET NO. r, 0 -r. ,m �o s 3 OF 3 I $ SHEAR WALL ""' !PARALLEL WITW ROOF TRUSS) t TYPICAL EXTINJOR 46' BRA Mdrp PANM -- ASE J15 Y 5fEATw* OR sw GDX OR 1/16' CON ALT. FOR OPAKMIFF TYPE 1RG It6O2.103 wwL.. w Od • 6 OZ. B76M t Ur 04. MELD OR 16 &A, SrAPtJ!S - 7/16o CAR DM - I V4' L EEPS SA#e SPAGM6. TYF"ICAL &4TERM 40` B RACAft PANEL -- 47 fwd MAIL VWW G0040i NAA-S • W Oz. Prow 4 4.04. EIS MAIIN FLOOOR STRUCTU Nom-M_ U PVmVt TO ' S ' 'STS FOR BLURT ZETA& S _> IREF t TO S}$T S I or S FOR �l J J t i N Q O O N z Q J P z l�6�[ OZ , cryvcw :m vr " ou — — .cam+ -m. -��. — �— ..�..�..�...�.. ... ..� -- ••�--- a.-�.,.,�,�,,�.... �,� .�— ...� •.....,.— ...�— .�.....a....` ....�._._ �— ._....�..�,. —� - - - - . �- - ' _- ^w- - - ... - y^' - fK fir. - � M. • a Wb V SCALE: tw = 1' 91 51 N NOTE: TYPW.*AL EXTEPUM -W ORAGN6 PAlELz AM JS I 0ma Y *A� WX OR " OR V* OM ^ T. FOR OPIAGNS TYPE NtG 8602 OS K44ALw 6 O_c. EMPE5 t tr OZ. FIELD OR Ib 6dk SrAF% ES - 1,'lb' GROM - 1 t!;' LESS SAME 3PAGN6. 'TYPICAL IN I - iG[ 40' lltAGNS PANEL.- Vr GM k*4L f%Oa COMP40H w►a.S . 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