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Permit D05-270 - POWELL HOME BUILDERS - NEW HOUSE
POWELL HOME BUILDERS 4011 S 148 ST City o: Tukwila - Steven M. Mullet, Mayor Department of Commui :ity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Steve Lancaster, Director ' Parcel No.: 0041000166 t ' Address: 4011 S 148 ST TUKW Suite No: Permit Number D05 -270 Issue Date: 08/23/2005 Permit Expires On: 02/19/2006 Tenant: FT COVERED DECK AREA. Name: POWELL HOME BUILDERS INC i Address: 40XX S 148 ST, TUKWILA WA i Value of Construction: $197,761.18 Owner: Fees Collected: $3,780.97 Type of Fire Protection: NONE ' Name: LE TIEN Phone: Address: 9420 8 AV SW, SEATTLE WA Contact Person: Curb Cut / Access / Sidewalk / CSS: N Name: TODD POWELL Phone: 206 - 423 -2256 Address: i PO BOX 98309, DES MOINES WA Hauling: N Contractor: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Name: POWELL HOME BUILDERS INC Phone: (206)824 -6224 Address: P.O. BOX 98309, DES MOINES, WA Contractor License No: POWELHB121K3 Expiration Date: 03/15/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,078 SQ FT SINGLE FAMILY RESIDENCE, 460 SQ FT ATTACHED GARAGE AND A 200 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DIST. i Value of Construction: $197,761.18 Fees Collected: $3,780.97 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 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N i 4 Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non- Profit: N doc: IBC - Permit D05 -270 Printed: 08 -23 -2005 Z Z . W J U UO CO) J F. to LL W O: 95 LL a, = Cy H- _ Z �--. Z o 5 U O. O co: o H: w W: LLO Zf UN z City 0. Tukwila Department of Comn:uiuty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.iva.us Water Main Extension: N Private: Public: Steven M. Mullet, Mayor Steve Lancaster, Director 5 i doc: IBC- Permit D05 -270 Printed: 08 -23 -2005 0011.A, w i i i O City o.�I'uk Steven M. Mullet, Mayor Depart►►ce► :t of Coninturiity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steve Lancaster, Director Permit Number D05 -270 Issue Date: 08/23/2005 Permit Expires On: 02/19/2006 l Permit Center Authorized Signature: Date: 13) 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. i The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: (? kW Date: a' 23.OS i i j Print Name: CA 1 eY qa r•ie 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. f i f i. i 1 i i i i doc: IBC - Permit D05 -270 Printed: 08 -23 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0041000166 Address: 4011 S 148 ST TUKW Suite No: Tenant: POWELL HOME BUILDERS INC Permit Number: Status: Applied Date: Issue Date: DOS -270 ISSUED 07/26/2005 08/23/2005 1: ** *FIRE DEPARTMENT CONDITIONS * ** 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 4: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 5: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix 8105.1) 6: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 7: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 8: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 9: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 11: ** *PUBLIC WORKS bEPARTMENT CONDITIONS * ** 12: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 13: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. Z '~ W U Q 6 JU U 0 0 CO LU J � CO L w 0 La CO) D = d �w ZO U� 0 00) o F— wW u. 0 .Z w CO) O ~: Z doc: Conditions D05 -270 Printed: 08 -23 -2005 I ,g City of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I 14: Any material spilled onto any street shall be cleaned up immediately. 15: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 16: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final 1 doc: Conditions D05 -270 Printed: 08 -23 -2005 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances D: W governing this work will be complied with, whether specified herein or not. `3 v, ' UO: The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws N 0' cn W; regulating construction or the performance of work. a W O Signature: ias Date: LL < Print Name: W 00. z U + I M o; N. •. ;UO W :S W , 1 i I .. J4. r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 7soe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Few 1 UH1Y�1 A Building Permit No. X)0 ,5 - oZ - 7 0 Mechanical Permit No. M 0 5 -1 11 Public Works Permit No. Project No. ul' g1lice Ilse Applications and plans must be complete in order to be accepted for plan review. - t•�� will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION V:—.- 1�_ A ------- f.- Site Address: Tenant Name:_jIf -A 1 p' K Suite Number: Floor: r New Tenant: El ..... Yes �No Property Owners Name: �WaL, .40M �B4l : , t ll L . Mailing Address: ap G&X 4234c1 ►, city State Zip CONTACT PERSON Name: T onzvl - sue Day Telephone: -.796 4 �.73 Mailing Address: PO bu+c. `7P -30* ne* s /71 Z 4a ; llel fA city state Zip E -Mail Address: �'Odi -I / >y 1_L - -��am S . /•chn Fax Number: ?gab 9� 7_4 9D_�O GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) I Company Name: F w e_r t_ l(C.1>� a.1/ae..S 47L Mailing Address I)Ox 1 -- lg city State Zip Contact Person: Day Telephone: aO6 41..73 -ZZ,t E -Mail Address - d e U_ -� c 7mg5 . em Fax Number: 70e, f ; r/ �iD�cS Contractor Registration Number: V L44 B 1 Z 111.3 Expiration Date: * *An original or notarized copy of current Washington State Contractor Licensp must be presented'at the time of permit issuance ** ARCHITECT OF RECORD - 'All plans must be wet stamped ky Architect of Record Company Name: Mailing Address: 330 Z LU-ron 51 (IJ rn�nr�S ,c�c� �I�UZ -p City Sate Zip Contact Person: V A4� ��2. -ems Day Telephone: E-Mail Address: imcttaPt. Fax Number: � 774. 4 7,0 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: L _ Q�� ✓�. Mailing Address: City sate Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: q:\lpannits pluslice dungemlpermit application (7 -2004) Revised: 6.8.05 bh Page 1 Z z` �W QQ� JU 00 �0 CO) C0 W WO 9Ei U. N Cy = W H = t- O Z H w Ul �o U O N .0 H Ww H� U _ _Z Lll CO O Z BUILDING PERMIT INFORM -k it'ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ Zi taoo . o© Existing Building Valuation: $ 4A , Scope of Work (please provide detailed information): !221= 2 — 8 49D L4d4ll _ Will there be new rack storage? El.-Yes 0 ...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DMSION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: IIandicap: Will there be a change in use? ❑ .... Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ .. Automatic Fire Alarm K..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes ©.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. q:Opemdta plusicc du iMVeandt application t7 -2004) Retve& 6.8-05 Page 2 i bh W W J U UO W = J I... S2 LL.. W O J LL. 4. CO = W H = I-0 Z F- W W U 0. O N: W lll. =U LL O Z' U= O ~� Z Z Existing Interior Remodel Addition to Existing Stricture New Type of Constriction er IBC Type of Occupancy per IBC 1 Floor �y 3 Z 2" Floor Ti �O 3' Floor Floors thru Basement Accessory Stricture* Attached Garage�id Detached Garage Attached Carport Detached Carport Covered Deck ao v Uncovered Deck PLANNING DMSION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: IIandicap: Will there be a change in use? ❑ .... Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ .. Automatic Fire Alarm K..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes ©.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. q:Opemdta plusicc du iMVeandt application t7 -2004) Retve& 6.8-05 Page 2 i bh W W J U UO W = J I... S2 LL.. W O J LL. 4. CO = W H = I-0 Z F- W W U 0. O N: W lll. =U LL O Z' U= O ~� Z Z PUBLIC WORKS PERMIT INFORMATION - 206 -433 -0179 Scope of Work (please provide detailed information): Ct',yAlAlCe TO eXt `>T"b I-A o l �n yf pLi fr.� LINt�� 2 SIWT 01 4 Lai- 619 Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Tukwila 10 ...Water District #125 ❑ .. Highline ❑ .. Renton Water Availability Provided Sewer District ❑ ...Tukwila %,.NalVue ❑ ...Sewer Use Certificate Seicer Availability ProvidedAvailability Pro�'ided ❑ ...Septic System - For onsite septic system, provide 2 copies of Sub(nitled with Application (mark boxes which apply): Ej ..Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond El.. Insurance ❑ .. Easement(s) ❑ .. Renton ❑ .. Seattle ❑ .. Approved Septic Plans Provided "a current septic design approval by King County Health Department. ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours �❑A ght -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance ..Construction/Excavation/Fill - Right -of -way / Non Right -of -way �. Total Cut � 10 cubic yards Total Fill 1(— cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ Work in Flood Zone Storm Drainage ❑ ..Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line >f ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............Public _ Private ❑ ...Water Main Extension .............Public _ Private _ ❑ .. Grease Interceptor ❑ .. Channelization ` ❑ . Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydnmt(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billinm: Name: Day Telephone: Mailing Address: City State Zip gAkpmn its pluxVcc damg m*radt application (7-2004) aeviwo& 6-&0 bn Page 3 Z .11-: aE W � U0 N W. J � CO) LL. W O: LL. Q CO) d �W 2 HO Z !-- � p O WW (5 LL Z . UN Z : MECHANICAL PERMIT INFORMATION — 206 -431 -3670 s MECHANICAL CO rtlI ACTOR INFORMATION 1 Atw Company Name: Mailing Address: City State Zip Contact Person: - ro l n &iylylikp� .- Day Telephone: E -Mail Address: 1111 Fax Number: a-A l — .96 a olxP.5c,2- Contractor Registration Number: &l` &11 :K 173,14 Expiration Date: **An original or notarized copy of c Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): i Use: Residential: New ....IR Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Tvne Electric ..... ❑ Gas .... (g Other: Indicate type of mechanical work being installed and the quantity below: 1 Unit Type: Qh Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace -.100K BTU Air Handlin, Unit 'A0.000 Fire Damper 0 -3 HP100.000 BTU CFM Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP•'500.000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP. 1.000.000 BTU to Single Duct Suspended /Walffloor Ventilation System Wood'Gas Stove 30-50 HP /1.750.000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP 1.750.000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator— Comm %Ind Other Mechanical <10.000 CFM I I I I Equipment PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.32 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AII_ ED Signature: Date: -7,6 A Day Telephone; city state Date Application Accepted: Date Application Expires: Staff Initials: D - 7 U q:tlpemats plus\icc dtangesVenmt application (7.2004) Revised 6.8-05 Page 4 bh Z '~ W JU 0 0 0 W� CO) LL WO LL_ �W Z O. W U� O N WW 3: C. ) H O. W Z CO) O ~. Z Print Name: Mailing Address: �'C `�1�AC Gynz L / S i BULLETIN A2 TYPE C PERN11T FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees B. 2.5% of first $100,000 of A. 1`73 C. 2.0% of amount over $100,000, but less than $200,000 of A. D:a1.5 %o of amount over $200,000 of A. +' 4. TOTAL PL"AICRIVIEW FEE (B +C +D) $ �'13 (4) 5. GRADING Plan Review and Permit Fees (5) Enter total excavation volume !d cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. 3. Calculate improvement -based fees: ?S PROJECT RA'ME, fl _ Aaaz, 2 r ) i tde. (Y4 - L O 19C PERMIT # _,� l If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 250 (1) 2. Enter total construction cost for each improvement category: General $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. Erosion prevention $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. Water $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Sewer /.;z m Storm water Road /Parking /Access z soU A. Total Improvements QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. z u� D UO. CO co W H �LL W O a�5 �v W, ? �. zH �p U o f- WW u. O w z O z TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4Z S?� The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 (�D5.210 RECEIVED CITY Of TUKWILA J U L 2 3 2005 PERMIT CENTER r� {- BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PVI/may adiust estimated fees 6-. Permit Issuance /Inspection Fee (B +C +D) $ 1'7 3 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavq*nt Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) 'x$3.30 5-2(25%) ►. = $2.50 2 -1 10% ) '%%$1.00 0 -1 $0.00 t J 8. GRADING Permit Review Fee $ Z 3 (8) i. Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1s` 10,000'CY plus $66.00 for each"a"dditional.10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. j s { j i i 1 Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03• n ` """' Revised 06.07.04 ..T A A BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) I C. Water Meter- Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* I * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ i C. Ryan Hill Water (Ordinance 1777) $ _ D. Special Connection (TMC Title 14) $ �. E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) i DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 9'7 � ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE { This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's� action or inaction shall be charged $47.00 per inspection. I i 1 i i Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Parcel No.: 0041000166 Address: 4011 S 148 ST TUKW Suite No: Applicant: POWELL HOME BUILDERS INC RECEIPT Permit Number: Status: Applied Date: Issue Date: Receipt No.: R05 -01249 Payment Amount: Initials: LAW Payment Date: User ID: 1630 Balance: Payee: POWELL HOME BUILDERS INC is j TRANSACTION LIST: t Type Method Description l. Amount ---- - - - - -- -- - - - - -- --------------------- f Payment Check 13768 - - - - -- ------ - - - - -- 2,288.10 RD Pmts Re -Dist i .00 I 1 ACCOUNT ITEM LIST: Description Account Code Current Pmts ----=------------------- - - - - -- BUILDING - RES ---------- - - - - 000/322.100 -- ------ - - - - -- 1,912.10 PLAN CHECK - NONRES 000/345.830 - 1,242.87 PLAN CHECK - RES 000/345.830 1,242.87 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 174.00 PW PLAN REVIEW 000/345.830 174.00 STATE BUILDING SURCHARGE 000/386.904 4.50 DOS -270 APPROVED 07/26/2005 2,288.10 08/23/2005 12:19 PM $0.00 Total: 2,288.1a 6456 08/24 9716 TOTAL 288.10 A . . 13-- ,i.. Printed: 08 -23 -2005 Citv Of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0041000166 Address: 4011 S 148 ST TUiKW Suite No: Applicant: POWELL HOME BUILDERS INC Receipt No.: R05 -01115 Initials: BLH User ID: ADMIN Permit Number DOS-270 Status: PENDING Applied Date: 07/26/2005 Issue Date: Payment Amount: 250.00 Payment Date: 07/28/2005 01:41 PM Balance: $2,264.60 s Z QQ U O� :W = i J ~ - ; W 0. LL. Q; N a: w _ - p i W to O;, �Z N U j, i O City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0041000166 Permit Number DOS-270 Address: 4011 S 148 ST TUKW Status: PENDING Suite No: Applied Date: 07/26/2005 Applicant: POWELL HOME BUILDERS INC Issue Date: Receipt No.: R05 -01104 Payment Amount: 1 Initials: LAW Payment Date: 07/26/2005 11:18 AM User ID: 1630 Balance: $1,916.60 Payee: POWELL HOME BUILDERS INC TRANSACTION LIST: Type Method Description Amount --- - - - - -- -- - - - - -- ------------- .-------- - - - - -- ------ - - - - -- Payment Check 13635 1,242.87 j ACCOUNT ITEM LIST: ' Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 1,242.87 f l Total: 1,242.87 v 5+39 07/26 9716 TOTAL 1277.18 1 i doc: Receipt Printed: 07 -26 -2005 Z U� 0 0. a wz ,W u- ¢, cr) = d; �w Z Z F- LLI �p -0 N D F- =W LL_ LLI Z' U to O ~` Z i{ E ProjectVI Type of Inspection: Addres : 0 Date a ed: Special Instructions: Date Wanted: a.m. v � Requester: Phone No: F� Project: Type of Inspection: Addr s: 10 S S Date Called: / Special Special Instructions: Date Wanted: a.m. P.M. Requester: TU U W Phone �Io L 1 4 2 2Z Approved per applicable codes. Corrections required prior to approval. J� 'l.:• F] $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: i INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206 - 575 -4407 i f � 1 i 1 g Project: Proule-d P Type of Inspection: Address: Suite #: Contact erson: Special Instructions: Phone No.: [�J�Approved per applicable codes. FICorrections required prior to approval. COMMENTS: - f l Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup T e: r Inspect Date. Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be id at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 i i� z Z �w 2 D UO N UJ S2 LL w 0 U - = d. F- w �0 w ~ w U� N 0-- a �-. WW H� lL 0 .z W H O F- z Projec Type of Inspection: I Addr , / � Date Called;, Special Instructions: Date Wanted: l p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �`°✓ f ee f e-P owl 66q 51)geop A6q �5,4 4�V 3 k Ins ctor: Date: i $58.00 REINSPE ION FEE REQU D. Prior to inspection, fee must be paid at 6300 So center Blvd., uite 100. Ca to sechedule reinspection. W O: Pro' t: / Type of Inspection: - Addr ss: -1— / 0 Date Called: Special Instructions: Date anted a.m. p.m. Requester: Phone No: r Approved per applicable codes. Corrections required prior to approval. COMMENTS: f A i } r f • S i 1 s In ctor: Date: r�r v X47.00 REINSPECTION EE REQUIRED. for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 -00. Call to schedule reinspection. Receipt No.: Date: u_ a �.. W S H O. Z F- �p til W Ltl Z Z Project l Type of In pectin : Addr ss: Date Called: Special Instructions: Date Wanted: m . Requester: Phone No: I i s r • i INSPECTION RECORD 7 } Retain a copy with permit 7a ' INSS2ECTION NO. PERM 0. Y CITY OF TUKWILA BUILDING ..DIVISION 6300 Southcenter Blvd., f 100, Tukwila, WA 98188 (206)431 -3670 Pro' t: Type =nspctio d rt3;�7 A r ss: r L.. f Date Called: 2O O Spe is I strGctions: Date Wanted: .m. Requester: /1 4 N Phone No: f � r J i j i t Approved per applicable codes. Corrections required prior to approval. x' COMMENTS: f t •ask •' i • t S i In t — 1 j < Clnspec r: Date: i F .00 REINSPECTION FEE QUIRED. Pria to inspe ion, ee must be 5 at 6300 Southcenter Blvd. Suite 100.. Call to sechedule reinspection. eipt No.: Date: i Z J U: U O' W =, i S2 IL: w O 2 J IL j. N cy W, Z � W LUr 1-- U: U_ H Ill N O Z P r ojie fi t: . V On-2 - 4 Type of Ins ctpn: Address: Date Calle Spe ial Instructions: Date Want d: OP.M. Request • Phone � _ t x J -(4 "C i I Approved per applicable codes. Corrections required prior to approval. j COM NT t r .. 1 r 1 I 1 nspec or Date: _- AAA A 8 7 00 REINSPECTION F E REQUIRED. Rri r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to sechedule reinspection. pffi ceipt No.: Date: INSPECTION RECORD Retain a copy with permit_ INSPECTION NO. P I NO. CITY OF TUKWILA BUILDING V G D ISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PrAect: Type of Inspection: ' ; • ..t Addr� si� � r Date Cal !J J Special Instructions: Date Wanted: m ;� p.m. Requester: Phon N o- Approved per applicable codes. Corrections required prior to approv4P COMMENTS: ffA l �L. 1 i { I t t Inspector: Date: $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.:, Date: 1 z W W JU U O 0 CO) = J U- w O' U— CY F _, Z f. Z O W LLj O N W W H U LL 11 Z L UN H .O Z Project: ZZ Type of Inspection: Address: I Date Called Specia In tructions: 4 h L � C /f�� • Date Wanted: C �p.m. Requester: Phone No: Z Z �W QQ J U: UO N Cl W =. J � N U. W } J� lL 4: . f will Z Z �W QQ J U: UO N Cl W =. J � N U. W } J� lL 4: r. INSPECTION RECORD Retain a co with ermit }} INSP CTION NO. cop p PERM) NO. l.: CITY ,OF TUKWILA BUILDING DIVISION . 6300 'Southcenter Blvd., #100, Tukwila, WA 98188 (0 4 1 -36 Proj Type o spection: A dr ss: Date Called: ' Special I structions: Date Wanted: a.m. - - � _ — e,52-5— Requester: Ph ne N o l a Approved per applicable codes. Corrections required prior to approval COMMENTS: t�dllsf A!d Ws�1> /lf�fi _L_ A/ jo t �.: I 3 1113FJ VI LJdIC. --0 5" 8.00 REINSPECTICIN F REQUIRED. P or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. eceipt No.: I Date: G� INSPECTION RECORD Retain a co ' py with permit _ D INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila, WA 98188 (206)431 -3670 L� Pr 'ect: Type of Ins ction: Add ess: Date Call d: Spe ial Instructions: Date wanted: M. p.m. Requester: �. I ale Pho a No: {: Approved per applicable codes. Corrections required prior to approval. z F. COMMENTS: i ✓Q i � s'�S' a - Inspecto Da1e : 8.00 REINSPECTIO FEE REQUIR . Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to sechedule reinspection. ' Receipt No.: Date: i Z Ii `W ! , U V O N �. W =� J �- ,W O• J, LL Q W. Z �. �O. W L U �p . U O N. W W.. H U. u- 111 Z to O'' . Z 777 77 7 INSPECTION RECORD E: Z- lRetainA copy with permit �� ` �G INSPECTION NO. �PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Pr t: Type of Inspection: (7 i ����� Actdress: Date Call 05-1 Special Instructions: Dateftnte • , L rAiL.0 Ul Requeste 3) TO uj C-0-IttNtA - Phone No Approved per applicabi Corre ctions appr ctions required prior to appr al,� COMMENTS: (7 & k C-A L rAiL.0 Ul 3) TO uj C-0-IttNtA - ins!!�r: N uate 8 00 REINSPECTIOHII EE REQUIRED/ . - jdor to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. l Receipt No.: I Date: 7 ....... ... r INSPECTION RECORD'' Retain a copy with permit INSPEnON NO. PIER AT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '(206)43 Proj & Type of Address* If . — 4Date Date Oalle V Special lnstructions. — Wanted 71 Requester:' Ph one No: Approved per applicable codes. c orrections required prior to approval. 9 COMMENTS: kn; -e I A e Inspector: i. 1 06)431 -3670 Pr t: J Type of In ection: 4 �� - A ress: Dat Iled: S pecial Instructions: �y l Date Wanted: a.m. p.m. Requester; Pho e No: ��!! I gO t r r z i i E] Approved per applicable codes. Corrections required prior to approval -w ' ti' _ l ✓ s • �. E 1 / ,4 i I rI J _ l ✓ s • �. E 1 / / All '., f ✓ , • �xq OW f i t r I i i i .i.. - Inspector: Date: $58.00 REINSPECTION FEE SQUIRED. Prior•.to inspection, fee must be , paid at 6300 Southcenter Blvd., Suite 100. : 61l to sechedule reinspection. ' Receipt No.: Date: Z i Z W J 0 UO N 0 CO) W: J H' (0 LL W O. LL .0 CY = W Z H. W 5`. U • O N . 0 F-; W W'. H U?. !6 . Z • W H- _ O Z Projec / Type of Inspect• on: A Ad res : Date Called: Special Instructions: 1 c7 r Date Wanted: rri Requester: Phone No: - -� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Late: y v $58. EINSPECTION F REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: P . ect: Type of Inspection," , [A d .dress � .Oro 1 Date Called: Sp cial Instructions* Date Wanted: M. O � p.m. Requester: { Phone No: -' �FY '. , Fl Approved per applicable codes. orrections required prior to approval. COMMENTS: r 1 � lnspector L I Date: $58.00 REINSPECTIO FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 9F INSPECTION RECORD IT NO. INSPECTION NO. ] Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro* - I ,- , i'' wr- / f e Type of Inspection: Address: �o /l .4e s Date Called: 0 0/ y /U� Special Instructions: - Date Wanted: a.m. Requester: Phone No: F1 Approved per applicable codes. Corrections required prior to approval. I COMMENTS: 9 / S 0S d, n L Inspector: Date: Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W UQ UJI N J H to u_ W0 = d I- W Z F ' N>.. lw*. r.... �..... v, r.... c. r. �v�:..,.,.. y..,.... r..;..;.. r�.- r......,.^ T. y;'..-:. ....:w..,,rvi��.�- ....�...,.. -. 1 INSPECTION RECORD Retain a copy with permit 005-970 Q I ECTION NO. P N f CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: C// Type -oflns ectio : a 44 to All dress - / � . / � _L 4-0 Date Called: j w14 Special Instructions: -- Date Wanted: • rn p.m. Requester: Phone No: .. 1 I j e i i 3 r t f I f t f l t E �( 1 f r I F inspe o : Date: LZ 4paid REINSPECTION F E REQUIRED. Prior o inspection, fee must be at 6300 Southcente Blvd., Suite 100. 11 to sechedule reinspection. Receipt No.: / jDate: P ject: Typ of Inspection: Add �e �s: � I 9 � N Date Called: � � . • . .... Special Instructions: Date Wanted: fiz ajji. �S Requ t S a ✓ r�s Pho Do / r. /7A pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 r i { Ins ctor: Date: / — p 'E") $58.00 REINSPECTION EE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 . Call to sechedule reinspection. eceipt No.: Date: Proj ty Typ�„of Inspec Address: t � Date Called: Special Instructions: Date W nted� p.m. Requester: ; . Ph ne No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .— r I i Receipt No.: Date: u paid at 6300 Southcenter Blvd., Suite 100. CaU to sechedule reinspectfi AMENE0 orry OF TUKWLA TARGET COMPONENT VALUF-5 i u L 2 G FOR GROUP R OCrUPAN('-',Y 2005 NSEC, PERMIT CENTEt' _ OWNER: Powell Homes PLAN #- 2075A1 'JOB #- HEATED F- - 0 --- F-� V L AREA: 23'72 z Q Z w 2. D 0 CO) a CO) w W Cl) w0 2� 9:3 LL co) cl LU Z H 0 z F-• � W LLJ co) 0 w o L z U N z 1GROUP R OCCUPANCY TAR&r-T TAP,&ET,,55EMBLIE5 loull AREA U X A FLOOK5 R-30) .029 414 12.006 CEILIN65 Pi /ATTIC, R-55) .031 1254 58.254 CEILIN6-:-: VAULTED (R-30) .054 GLAZING 15 0 F LOOR AR (U = .40) .400 500 11 9.88 OVERHE,-' GLAZING .550 12 &A(b NALL5 (R-1(9 as heat) .062 2054 126.13 .200 55 SLAB 0 . 540 116 62.64 WALL (R-1q) .043 SLAB (R - 10) F= .690 --- 6 R - A 15 INTERIOR WALL (R-1q) .041 .640 5LAB (R-10) F= INTERIOR WALL (R-1q) .057 5LAE3 (R-10) F= .570 TARGET TOTAL 4148 375.47 J&Rouf ti orcupmy FKopo5Ev UA PPZOPO��' A55EM15LIE5 flull AREA U X A EXPOSE!' FLOORS (R -1q WOOD J015T) .062 EXCP05 :D FLOORS (R-30 JOST) .040 74 2.96 _ WOOD FLOORS (R-ici JOI SPACE) .041 FLOORS (R-30 JO _ 15T 5PACE) .029 540 qh(b - FLAT 5/12 PITCH R-35 .050 668 20.04 6112 PITCH (R-35) .027 5/12 PITCH (R-35) .055 566 19.81 6112 PITCH (R-55) .031 CEILINGS VAULTED (24" OC 2 X 12 VENTED (R-30) .033 GL AZING .5'70 255 95.558 OV ERH E, GLAZING .550 12 6A6 i - x - 6 , W L L' 5 - 5 - T , - A 'N' - E - 1q - L" - A f > F ED .062 424 26.255 2 x & K-`%LL5 STANDARD (R-1q), Tl-ll .065 1652 101.35 DOOR 5 .40"7 55 15.466 GRADE - - (R - - 5 RI 2' H 0 P, I Z 116 62.64 2.0 ft. 6LLOW GRADE INTERIOR WALL (R-15) .540 .064 ------------- 5LAE3 (R-10) W T5 F= .600 5.5 ft. 5-1' ORil"-DE INTERIOR WALL (R-13) .055 SLAB (R-10) IAV TB F= .570 1.0 ft, BLI-OH GRADE INTERIOR WALL (R-13) .050 SLAB (R-10)Yq/TB F= .420 P R OPO SED TOTAL 4148 36614 z Q Z w 2. D 0 CO) a CO) w W Cl) w0 2� 9:3 LL co) cl LU Z H 0 z F-• � W LLJ co) 0 w o L z U N z �. Feb 17 2006 10:27AM JAMES-ANDERSON DESIGN 4257766766 p.2 .1AMP.6- ANDERSON 00816N, 1 RMZ7EN77AL ARGN/TEC rURE February 1'7, 2006 i E City of Tukwila Inspections Division RE: D05 -270 4011 5.145' Street Dear Inspector, After reviewing the plans, this office has determined that the shear transfer connection at the roof truss to double top plate is structurally adequate, with the existing Simpson H -1 tie, without edge nailing at the block. Please see attached sketch. The H -1 is capable of resisting 400# for wind in the F1 direction, which is greater than the 100 plf required. Sincerely, Cathy and on RE Z = Zi LU' U' (10, U W =, J � CO w o w z� a z t- N; ,o w w 1 ; LL o k Z' Uj . N' t i 4257766766 p.3 FW, f P,-j t Z j F y6 � �7 .B ��! RT yyy E A ra t Z z W �` � • J Vi V W =' F LL.., } 95, Q_i, s LL O ,i W W W w Ali Z• ± S V CO) t Z j F y6 � �7 .B ��! RT yyy E A ra d ry w all i mc. reuben knoblauch � P .O. box 989 summer, wa 98390 tj office 253/926.8667 fax 233/926.8712 " Vapor Retarder paint Certificate Vapor Barrier faint Type Rodda 32976 Palnt Coverage 400 sq. ft. /gal. Installer Drywall Inc, General Contractor Powell Homes Job site 40115148" 5t., Tukwilla, WA Plan Tug# 8auare Footage Covered Total 0mlloms Ueed 21 CL,IV FEB 17 ?006 BUILDING DEPARTMENT z vO. CO) i N U.: 0? � , F FV / a: D'' VV �. 0 w w . • 0 ,w W . „ 0.;. w 1 U N, T .0 j YVIND DESIGN CRITERIA BASK WIND SPEED 85 mph WIND EXP05URE CATEGORY "B" WIND IMPORTANCE FACTOR 1.0 5EISMIC DE516N CRITERIA SEISMIC U5E GROUP 1 SEISMIC IMPORTANCE FACTOR 1.0 SEISMIC DE516N CATEGORY D2 SHORT PERIOD ACCELERATION 1.25 1- 5ECOND ACCELERATIONS 0.4 5EI5 FORGE RES15TINS SYSTEM 1.K. RESPONSE MOD. FACTOR 6.5 . 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I I i i i i i 6 -Do not penetrate past flush 9 -If using nail gun, 0.131" x 3" = ad common 'I- Anchor bolts embedded min ?" into concrete 10 -Where E.S. is indicated, and nailing 15 <6" oc, min 2 bolts per piece, 2X PT min 5111 UNO ,joints, to be offset to fall on Jiff. members, or 8- Common na115:8d= 0.131 "x2- 1/2 ",10d= 0.148 "x3" use min 3X mbrs and Stagger nails 12d =0 .148x3- 1/4 ",16d= 0.162x3 -1/2 ", 11 -If 5W design value > 490 #, framing members, 16d5inker= 0.148x3 -1/4" receiving edge nailing from abutting panels to be 3X(min) Stagger all ,joint and 5111 plate nailing. 5T1:ZAP TIE5/ HOLDOMS - Z 6 -j Y A • SIMPSON STRONG -TIE (133 4 160) U.N.O. MARK HOLDOWN 9 (1) 5TRAP TIE •(1) FA5TENER5 TO 2 -STUD MIN (UNO) FOUNDATION ANCHOR 0 (3,4) COMMENTS T -1 3a - I� s I rl � �L T -2 2 - 1 (9 o 6IX :e T -4 T -5 T -6 1- Locate hoidown• at each end of shearwall 4- Threaded rod 4 coupler as read 2 - Cripple wall 4 gable end same as 5W above or below 5 -H -1e ea truss /rafter, A35® 24" to gable ends, ' 5-Deepen fdn to receive holdown AB embedment rim St or sill at fdn. LTP4 4 LTP5 = A35 5HEARAALL 5GHEDULE per 2306.1 MARK "(2) 5HEATHING ON 2X HF 5TUD5 ® 16" UNO •(10,11) 5HEATHN6 EDGE NAIL5 BLKD 0 (8,9) 5HEATHIN6 FIELD NAIL5 0 (8,9) SHEAR FLOW NAILING SILL PLATE AB w 2 "X2 "X 3/16" WA5HE •(1) BA5E PLATE •(8) FLOOR TO TOP PL OR FON 5ILL •(5) 51^l -1 -7 1I(e 11 os►� Q- I �lGl e �1 �j 7�GI G I �� I GI 4 I (j d y�j�� ie wind= � seismic= 5W -2 1 I /oil wind = X13 `6 seismic= ° l. 2 I c.r wind = 41-5 seismic= � 5 77 I Vv 1 L wind= C 1 seismic = Cj �I wind= seismic= 5W -6 ----- ....__ ------- - - - - - -- wind= __ —___ - - - -- seismic= z Z w J U' 0 0 W 0 . W =` J F. C1) �.. w 01 . U- a C� z a �w z H I — O W H W �o 0 N. O —: O H-' W W S O LLI z U= O z August 11, 200 5 City of Tukwila RE: D05 -270 JAMES- ANDERSON VESIGN, P.S. Mr- SIMNT /AL ARGH/TEGTURr 0 ... Allen, I am authorizing you to make remove the wording "and Seattle amendments if applicable" to the above permit. y Anderson Architect 9G C � CATHY ANDEK50N RE615TERED ARCHITECT 330 DAYTON 5T. IF6 EDMONM, WA. 4 180 20 (425) 716 -b'766 PHONE/FAX fames- Anderson Design 330 Dayton Street sb Edmonds, V40 ftO2O Fax Cover 5heet e7 VATS d o Imoi E TO: PINE• f FROM: Cathy Md&oon PHONE 425 - Mb- 61661 206P q10 -5354 .kne6- Anderson Design FA* 425 ?76 -6166 RE:- v 20050210000295 TIEN LE Return Address: Cramer NW 945 N. cENTRAi. AVE X104 200 KENT. WA. 96032 PACE0001 OF 005 02/10/2005 09:47 KING COUNTY, WA vL-... WAVaY NrTON STATE RECORDER'S Cover Sheet (RCW 65.041 Document Titles) (or transactions contained thercin): (all areas applicable to your document must be filled in) 1. Acces&/Utility Maintenance Easement and Release of Easement 2. 3. 4 Reference Number(s) of Documents assigned or released: N/A Additional reference #'s on page of document City of Tukwila Short Plat #L03 -014 Grantor(s) (Last name, first name, initials) 1. I e, Tien , .2. Nguyen, Vui Thi _ - ExCISF TAX NOT REQUIRED King County Records DiVt5i011 Additional names on page of aocznnent... ®Y; -h\1� 1. Grantee(s) (Last name first, then first name and initials) n - m n M ►:.- f) J n 1. Je, Tien 2. Nguyen, Vui Thi Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) Lot 12, Block 2, First Addition To Adams Home Tracts Additional legal is on page 3 of document Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned 0041000164 The Auditor/Rewrder will rely on the information provided on the form. The staff will not read the document to verify vcrify the accuracy or comp leteness of the indexing information provided berein. I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text of the original document. Signature of Requesting Party z ;f- w � Q 2 J U U O U 0 W= J F.. W O: 9 7 W Q to =) = CY, �.. W z H . NO z H W LU Dp U O N. a �. W � O W z U to O z • OWNER, HEIRS, AND SUCCESSORS AND ASSIGNS, HEREBY COVENANT TO; (I) KEEP ANY PART OF SAID PRIVATE STREET AFFECTED BY GRANTEE'S USE OF IT IN GOOD CONDITION AND REPAIR, . (ED NOT TO REMOVE OR DEMOLISH PRIVATE STREET OR ANY PART TIHDI AOF, (III) RESTORE PROPERLY AND IN GOOD AND WORKMANLIKE MANNER ANY PART OF SAID PRIVATE STREET, WHICH MAY SUFFER FUTURE DAMAGE, (IV) TO COMPLY WITH AND NOT SUFFER VIOLATIONS OF APPLCABLE LAWS, ORDINANCES, REGULATIONS, AND STANDARDS, (V) NOT TO COMMIT OR PERMIT WASTE OF PRIVATE STREET, (VI) NO PARKING WI'I'IIIN THE DRIVEWAY AREA, AND PRIVATE STREET SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS CONSISTENT WITH THE CONDITIONS IN EXISTENCE ON PUBLIC STREETS IN THE VICINITY. PRIVATE STREET SHALL AT ALL TIMES BE MAINTAINED TO SUPPORT SAFE AND UNIMPEDED PEDESTRIAN AND VEHICULAR ACCESS, INCLUDING FIRE AND OTHER EMERGENCY VEHICLES. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, PROPER UPKEEP OF PAVEMENT SURFACES, SHOULDERS AND VEGETATION CONTROL. (VII) EACH PARTICIPATING PROPERTY WILL BEAR 1/3 (ONE THIRD) OF THE COST OF MAINTAINING SAID PRIVATE DRIVEWAY. THIS AGREEMENT IS TO AMEND THE MAINTENANCE AND AGREEMENT RECORDED IN KING COUNTY RECORDS UNDER RECORDING NUMBER 20041220002548. THIS AGREEMENT SHALL INURE TO THE BENEFIT OF AND BE BINDING UPON THE HEIRS, SUCCESSORS AND ASSIGNS OF EACH RESPECTIVE PARTY HERvr. rO. ALL COVENANTS HEREIN SHALL BE DEEMED, AND ARE INTENDED TO BE COVENANTS RUNNING WITH THE LAND AS LOT 1, LOT 2, LOT 3 OF SAID CITY OF TUKWILA SHORT PLAT. Tien Le VW Thi N m STATE OF WASHINGTON) IX *Ilk 7- / / //lop WASN\; )Ss COUNTY OF KING ) 1, THE UNDERSIGNED, A NOTAR LIC FOR THE STATE OF WASHINGTON, DO HEREBY CERTIFY THAT ON THIS = DAY OF K-- PERSONALLY APPEARED BEFORE ME. TIEN LE AND VUI THI NGUYEN, KNOVYN TONNE SAME PERSONS WHOSE NAME IS DESCRIBED TO THE FOREGOING INSTRUMENT, WHO EXECUTED THE FOREGOING AS A FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN SET FORTH. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS '7 DAY OF D� (PRINT 04 �p7�� m :� , T NOTARY S NAME) NOTARY PUBLIC IN F THE STATE OF WASHINGPON ' ` `"' RESIDING AT N► % J� �s�� _ ; MI _ COMSSION EXPIRES t Z W D J O to �. J = i- N LL, W O' Ei J = CJ F W ?H H O Z 1- W U� O - D f-- W W H (J. 111 Z co O H Z n THIS Vd %LA, ..... �J, �qir t G� City of Tukw Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 July 29, 2005 Todd Powell PO Box 98309 . Des Moines, WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -270 Powell Home Builders — 40XX S 148` Street Dear Mr. Powell: This letter is to inform you that your application received at the City of Tukwila Permit Center on July 26, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: ii Buildine Department: Allen Johannessen, at 206 - 433 -7163, if you have questions concerning the I r. attached memo. I. I Please address the above 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. is ! jSierely, Brenda Holt, I' Permit Coordinator Enclosures { File: Permit File No. D05 -270 pA\Brenda\D05 -270 — incomplete Itr #Ldoc bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 @ Fax: 206 - 431 -3665 ,r Determination of Completeness Memo Date: Project Name: Permit #: Plan Review: July 28, 2005 Powel Home Builders D05 -270 Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments.PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).(Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The General Notes, Energy notes and plan details, reference outdated codes. Washington State has adopted the third printing of the 2003 IRC, IMC & 2004 Washington State Energy Codes (WSEC). !' an es of IRC changes are; () the use of 3 x 3 Examples a " " plates washers rather then 2" (Section R602.11.1), �.: P g (b) wall insulation for exterior walls is now R 21 (2003 WSEC Table 6-2). A complete review of the Code Text, details and tables should be completed and revised as necessary. t 2 In addition to item (1) above, the City of Tukwila does not recognize the City Of Seattle amendments. Review text and revised as necessary. 1 3 The site plan does not show a footing or roof drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. s i i Should there be questions concerning the above requirements, contact the Building Division at 206-431 - 3670. No further comments at this time. t . Z Z W: QQ � JU . U rn U' CO) =` N LL: W O LL Q. T- i-- _ ZO . 2 �> D o. o F-, W W ui z; Z � PERMIiC00RD Cop f PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -270 DATE: 8 -11 -05 PROJECT NAME POWELL HOME BUILDERS SITE ADDRESS 40XX S 148 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued D PARTMENTS: Bui a Fire Prevention ❑ Planning Division Public Works I'I — Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 8-16-05 Not Applicable ❑ TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: u APPROVALS OR CORRECTIONS DUE DATE: 9 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: Documents /routing sllp.doc 2 -28.02 z Z w J U. UO CO) wi J F. CO) ILL w O LL N � a H =, � z , W� U� O CO) o E- w U .. Z. w CO) O Z E,f;MIT COORD CONY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -270 DATE: 7 -26 -05 PROJECT NAME POWELL HOME BUILDERS SITE ADDRESS 40XX S 148 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: n 810 Bu Id' A i�n� Public Works Planning Division Permit Coordinator (o >�(�, 04 Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 7-28-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: - LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: 0 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 ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 8-25 -05 Not Approved (attach comments) ❑ Documents /routing sllp.doc 2.28-02 z b iz � w J U UO CO)O CO) J �_ S2 u_ wo 9 E LL , D. CO) a = w Z� zO W LLJ � o. o N. o t—. W 3:U LL ~ O ..z w UCl) O Z r REVISION SUBMITTAL City of Tukwila Steven M. Mallet, 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: hto://wtivtiv.ci.tukwila.wa.as .O' Revision submittals must be submitted in person at lire Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/PermitNumber: D05-270 ® Response to Incomplete Letter # I _ ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name POWELL HOME BUILDERS Project Address 40XX S 148 Street Contact Person Todd Powell Phone Number: ummary of Revision: &D r�s (O(z V D"/)), �/2 1-lN� l�x1� )Con—, l i �lT O F TUI(�LA AUG 1 2005 Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: P Entered in Permits Plus on 6- -v5 applications forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: (a Z W W D. HE JU U CO 0 CO LU J W 1L WO 2� LL< N D = �W s z= r~ 1--0 Z H � p U O— off WW H U: LL Z. LLi CO U =. O ~� Z . CITY OF TUKWIL4 RECEIVED Community Development Department CITY OFTUKWi1A Permit Center J U L 26 2005 16300 Southcenter Blvd,, Suite 100 Tukwila, WA 96188 PERMIT CENTER Permit Center /Buildi lq Division: 206.431 -3670 Public Works Department. 206 - 433 -0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: d j — o?� O Site address (attach map andle al description showing hydrant location and size of main): � ' "e. + ;� 2. 7 :a ,i�ft;1i �'• .t�':J�'4 ;� i?!.!!�"+�'�aP "�! ' ,r ' l 1.. ^� !'' t .G . "'4., do . a4UY%i.'i. :2 . . us1?r+k.^, . �,'�i. , rf Name:, j��Jc,�CC, gut 4W5 _ Name: O Address: 9 6° jct 1nvlrles Address Phone: ��, — �a y_ ,s1 oo t Phone: This certificate is for the purposes of: &Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): /,(/1 t e• ,- P 16 - rt - e /a S i i i t j A L a/ —mss Owner /Agent ignatur Date �w - ' ; IN + a . : {1•sK ' • G .' "� �� M' '1F'Ta��tCVh. ri � ;t �' it.3�'r �< 4'; K 1: *• R i. h a �?:�;�ixtl�:� 1. The proposed project is within k Li (City /County) f 2. gl<o improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: i (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provid d and will be available at the site with a flow of V000 gpm at 20 psi residual for a duration of 2 hours at a velocity of Z fps as documented by the attached calculations. 5. Water ailebility: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information Is true and correct. AC Agency honne By Date This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." i 0 70 Z 4 Z �W QQ JU UO N U) J . to LL W0 } g N = W Z ZO . W W V� O - OH WW LL W U= O F ` Z i s ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of-r ,�( "City' This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, express, or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before. applicant can utilize the utility service which is the subject of this Certificate. 3. - -As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Date Date d C S 9 s Z W. 2 u�D JU U O � 0 V W. J F U) U_ W O: 2� 9Q i �w z� E- O z�_ W L U U 0. O _; LU LU H CY U-10 .z w O Z KING TOWARD A 8 NVNI70AI IFN7" SEWER DIS TR I('T I I V Certificate of Sewer Availability OR W I\VAM VVY{ // P.O. Bo. 50 Tukwila, WA 98168 Phone: (200) 242 -3230 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability P art A: (To Be Completed by Applicant) Purpose of Certificate: IM Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Po we 11 0n2e3 Phone: ;ZVG --.4? Zq y©y Property Address or Approximate Lo cation: Tax Lot Number: gi o X S < ' 1-4 a t 00y l o © 0144 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1/ 1. W a. Sewer Service will be provided by side sewer connection only to an existing size sewer 0_ feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of. ❑ (1) feet of sewer trunk or lateral to reach the site; and /or L3 (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3.. ® a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 00 a. District Connection Charges due prior to connection: GFC: $ SFC: $ 19.60 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required ❑ Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from t date of ignature. / Q � �t � Title I Date Dos -2010 Z �z '~ w �U U O CO 0. CO Lu J_.. C0 LL WO LLQ = �w z� ►= O Z F-. W U O CO a F- W W LL O W U= O Z ro* ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer AvailabilitylNon- Availability and this Attachment, and fully understand the terms and conditions herein.) 895391001 1270798.01 15S Z Q w` JU U N o CO LU J = DLL w 95 1L co a = w t— _ z F- O Z I_ W w U� 0 w ui Z U CO), Z Look Up a Contractor, Electrician or Plumber License Detail Pagel of 3 Topic Index Contact Info a Search Home Safe Claims Insurances Workplace Rights Trades @ Licensing j Find a Law or Rule i Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor _..._..��..�.......�....._._,.. � .... �.._..�.....,._._... _. �. �.,.... ..�..,....�...�.,...�...__...., _ �._ .__.�..�..,�_,...,.� __..,�_._.___� A business registered as a construction contractor with L£tl 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. LicenseInformation ...,. �.,.. �, �. �....,,.. �.. ..,..,.,. �MV.. �r........,.... ...,.....�,..._,,...._..,.�.r� License POWELHB121 K3 Licensee Name POWELL HOME BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI Pr 600100892 Verify Workers Comp -Premium S tatus Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 98309 Address 2 City DES MOINES County KING State WA Zip 98198 Phone 2068246224 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/23/1988 Expiration Date 3/15/2007 Suspend Date Separation Date Parent Company Previous License LUXURH "27 5L,E Next License P AYUCL024JM Associated License Business Owner Information ,Z mo w: U. U O. N o. w= to u_ w O'. U. �d �w Z F.. ZO D p; U ;O — w W, H V.. u. F" — O. .. Z': w U CO) O ~� Z i https:H fortress .wa.gov /lnilbbip/Detail.aspx ?License= POWELHB121K3 08/22/2005 t r , 1 PROJECT DATA Owner: 10*aAo VADH6 c ���� Jurisdiction: el-t � - t,J1Lw� L04 . Phone: �0(�e 52 �, � Site Address: Address: "Pa 3cx q bW"I �5 Flo � ►..� S , �1A Job - Z D t� � � f E construction: VN Building type: R -3, U -1 Zoning: ' MQJELT Basement: 1st floor: ,2nd Floor: . 11, 4 LIVING SPACZ TOTAL: ' b l DEcKSi ST EFS: Z049 6ARAGE• �a HEIGHT c_AL.cULa�TIQ Reference datum el ev: Datum location: Average grade: H&T AE30VE AVER 6RAVE: — 1 Lot area: - roT_ iMfl�!Rvious SuRFAV(:;E: ?.,O�t t,)� roor Kitt tif I q 4�* %IMP6�VIOUS SURF�+GE TIeJC 6C �• (PO 1 c570 - 61 q 0 • � S o" - !r 0 L 1 Dam S �t E RGY VA—TA: V�LS z ' Compliance method: chapter s Option #. chapter & 0 Heat system: 4her> Minimum BTU /'KEN: SS I Maxi BTU /KW. • rjT slab p erim.: R- d Floor: R - 0�0 Abv. g r. wa lls: R 1 ce i l i ng : R- Below gr. walls: R- kNindJdoor sched. on sht.: ' kNindow manufacturer: M i Door manufacturer: a%ivvio I moe CHAPTER r2: cOMf'O -lE r PERFORMANCZ See sheet for Target UA ( M T A6 #qC C APTER (C2 LAZN Co 4L U L ATION5 sq. Ft. Option #3 Heated floor area: Maximum glazing: % Sq. ft. Proposed glazing: % Sq. ft. YNeighted U value wind.: �Neighted U value doors: VENT IL AT1ON Yihole house ventilation type: Integrated Ventilation system described sht: Whole house fan manuf.. ' Mole house fan model Whole house fan cfm: 1 4-3 i 1 1 � . • • A Lo • 41- 44�kl low r i • .�•��_• ►. I , ' 1 el . Ile ZOO' l e*100F, ICE CIO, A1 19 5 4 cj o-.. 1*0 � t it y 1 . . s1� ba �% _ s NO c•� � of WO& it P' w DhAdom Tu b;ritw Ions _ �,� a � plan su .' n renew !! W W may Ind _1 1 UPAUn PE RPM REQUM Own— man 0 .GaS Piping - ' L City Of TukWil % 0 DDIM SON t r ow E - kl- �.c wt; f tic Ar r f - i X - _ _. . ................ CrTYOFTUKWVLA y :•t.- .......... 1 • _ z U L 2 S. 2005 - } _ ....... •-. Z �w• - . _ _ D R A WINGS / .o Ex Ica - ?' P. Plot Plan - _-- ___.______ .__._____ .._�._ _ .. _..___._ 1. General notes - ;0, 7 el __ ._____ _ - .1 b. Fastener schedNIAQ- Fans �� .�- .� 1 c _ .� ? Foundation Plan Floor Plansa- - - = - --�- - 4 Floor /Roof Framin2 _ . S �. • .ir _ r � s 111 M - Extenor Elevs siz ing/ wind - 6 S hearwall Lavout/Schedule/details _ ' ! /� � - 7 T Wall Section/details L E Electfi .f Tukwia. WA r `�' `•'�"' .r•_„�,/... .1... - '•se .Jlrp. .r +air... - ��"r'�y/'_ ... _« +....•....�-wir+.... _` .. •_ 1l�M��Mq� ../r!•.7�1"".' -.D�. -!f•• �'.!' .•�•n1�.�ri�r «.- .�.��..,�� ^ ,., ,,At„r..•d�:!►^"'`"ny''�►'�•„6= �'a'_.1,,.,Y. _ _. .._ ♦ ~ - .�._. --► �.. • _ _ __ _ tom.. -.... .�. _ ,�, �� r • �► or r GENERAL NOTE5 • 1 CONTRACTOR SHALL VERIFY ALL ex5T1N6 SITE CONDiTIONS FOR WMPUANGE ATH PLANS AND 5PPEGIFICAT1ON5. SITE CONDITIONS INCLUDE, SOIL, ToroC R5ED SETBACKS AND IF APPLICABLE, THE DIMEN5ic%s OF F_XI5TiN6 STRUCTURES AND THOR 5 r''RlIGZURAI.. AND MECHANICAL GOMfv0NEIT5. TH15 SMAIIII-L Be Nol PRA To C.ON51 RUO OF DISCREPANCIES. AMBI KAITIIII 49 OM155iON5 iN THE PLANS. 2. I14RIT EN MMEN51ON5 TAKE PRECEDENCE OVER ORA44NC7 SCALE, DETAILS TAKE PRECEDENCE OVM PLAN AND ELEVATiON VIEY 3. ALL NORKMAN5HIP, MATERIALS AND INSTALLED PROVIUCT5 SHALL MEET OR EXG THE ACGEP">'ED INOU517ZY STANDARDS AND SHALL MEET OR EXGE37 THE MINIMUM REGUiREM04T5 OF THE I.B.G., !^1.5.E.G., N.T.S.,U.P.C., AMC ALL AP'�LICABL-E LOCAL (::;0DE5, WHICH SHALL TAKE PRECEDENCE OVER NOTE5, 5PBC N5 AND DRAWINGS. 4. UNLE55 A PROFE551CNAL SURVEY A 0MPAN IE5 THE PLANS, THE PLOT PLAN WA5 DRA 4 N FROM GENERAL SITE LANDMARK5 ANC 15 NOT TO BE CONSTRUED A5 A OFT55510NAL 5MVEY. THE CONTRACTOR SHALL TAKE FULL RE5PON5151UTY FOR MAINTAININ6 REQUIRED ZONING SACKS OR SHALL, AT H15 DISCRETION, REQUMT THE O WNER TO PROVIDE A MOFE5510NAL 5UR\/E`s' TO DE I MiNE 5E A�K:3 AND /OR OTHER ZONING RE5TRIGTION5. 5. THE CONTRACTOR SHALL 5EGIJRE ALL NE-CM ARY PF.RMIT5 AND INSPECTIONS AND 5HALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REV15101N5 OR ADDED REQUIREMENTS R-53 I BY THE BUILJ71N& OFFICIAL k4THIN HIS/HER JURI5DICTiON. 6. THE CONTRACTOR 5HALL VERIFY SIZE AN Lj0CATiC;N OF ALL R50UIRED OPENINGG5 IN FLOOR5, WAL15 AND ROOF YVITH PROP05ai; MECHANICAL, F...UMBING AND ELECTRICAL YVURK. PREFABRICATED ITEM5 TO BE HAN AND IN5TA P13? MANUFAC +UR5F 5 RECOMMENDATIONS. 7. THESE DRAWINGS ARE IN511:ZUMENT5 OF 5E,RVIGE AND ARE THE PROPERTY OF TH ARCHITECT. FRO TSO TED UNDER COMMON LAW, 5TA7UTORY AND OTHER RE5 5RVEV RIC -HT5. INGL.UDiNG GOPYRI&HT, REPRODUCTION OR L15E OF THE5E 5ERVIGE rJ OCoUMENT5 BEY - OND THE 5C,.OPE OF - HI5 FjlZO IEGT I PROH151"r'EI7 YVI THOUT r'� i�10N !N Y4RITIN6 FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. SITE G4NDMON5 AND SITE WORK ' - 1. iF 5011- CONDITIONS ENCOUNTERED UPON EXCAVA1100 DIFFER FROM THE 501L BE,ARIN6 GAPACl'TY OUTLINED UNDER "DE51C LOADS". OR IF E7GGE5SiVE GROUND MATS?. 15 PI5E lT, GGNTAG T THIS OFFiGE BEFORE FROG ING. ALL 55HALIL EXTEND TO BE;._C?W THE (FROST LINE AN SHALL BEAR ON UN01571URBE!7, NATIVE 501L. .2_ DO NOT BACK= UNTiL Yvatt 5 HAVE B EEN ADE(2UA i ELY BRAGE!;� OR HAVE BEEN 015516 NED TO RE55T LATERAL. EARTH PRF.55URE.. BAGKFIL._L MATERIAL C'HALL BE CLEAN. PERMEABLE AND FREE OF ORGANIC MATERIALS. I N5TAL . 4" DIAM . PVC P Fe-o RATED F IM I7RAIT�NS iA5 RF�UIREI; - i BY 51TE CONOMCNE) IN 1 :J. FT. OF LRAIN GRAVEL_:_ LINEAL FOOT, AND F ZOViDE 5EPARA T E DCMSPUUT AN eURFAGE r'RAINA6E AND /OR REIENTIOK AS REQURED BY LOCAL CADS. 4. EXCAVATED SOIL TO BE STCCA<pli.SrJ' ON SITE U.N�O. YV 10' MAX. 146T AND 1/1 H TO V 5LOPE. 1 _ CENTER ALL P05T FOOT IN&5 UNLESS NOTED AND PROVIDE 1" P4.-.r NTHS AT SLABS OR 3" PUNTH5 AT EXP05ED EARTH (6" IF P05T 15 F"RE55URE I EAT'ED). PROVIDE 6' MIN. FROM 5iLL PIA i E5 TO FiN15HED GRADE. DAMP -PROOF FOUNDATION r4ALL5 THAT R z AINN EARTH AMC ENCLOSE HA IMABLE 5PAGE.. USE 2 GOAT5 ASr''H. ALTiG EMLSiON TO THE EXTERIOR OF THE Y%lI- G. RE NFORCIN& INSTAL RBANFORCANG PER A..C1. 5TA�NDARID FI AC oICE.. 5F'L.1GE CORNER AND 60NTINUOU5 BARS PITH A MIN. OF 30 BAR DiAM �. MMiMUM BAR CXIANG -ocV TO ,SEA TH1R .7. TO EARTH 3"_ TO ,OTHER 1' . SOLTB A M004UM OF T" J -N -0 -, c" oI Y`tTHR4 1 " OF Ei`1D5. s. F��oTzNC 514Ad,L Wr W4PC.--� L.CACS ON `NE'4 OR ffXt5 G 3A ' ENT OR RE i � 6 L_:JMBER. AND . LNG t _ F'ZAMtNN6 ' ' £4: ACT. TO 1 H0t5TUlRE '" NTENT. 6 SIT. 6 FW M C - L.-JIM. OR Jr'ly'lP_A_ Ae Ap!'"....+G.N5LE_ 6fZAJM AND �.�.E PRz *4W5 P� �. G -ENOZAL NOT E55 AMC 6N1 LOAD Gi-4AiRT`. Siu.. Pl.. Anm=' .. G 5Ll - 5TR'uCnJRE5. P� --- '5 AND BEANS E .i 'C V4 ATHEZ AND ANY V4000 M coWAG- rqTH CO : SMALL BE .. - -READ VVTH ANN A71VE. GOB AND F° 55 5HAu. BE FWANM: To - rte E4o Y*T" I A j40R5r- AT -OP AND BOTTOM To A VC W IUIP`Lj� LA ERAL N POI R T FOR Be . f AND _ot5 T'S ENRACoNO •k6 R&MAIRW U 711- A41.L PsqoAANENT +C.O i IC1�3 ANi3 5 ARE MT - 3. PROVIM A JDIST 4is OF i t/-' cot r Oli - - 4. MULTi 2X BUILT -W BEAMS SHALL BE 5i KJW T06ETHM. UNLESS NOTED, USE 1od NAILS o 12" O.G. 5TAIMED . 5. SOLD BLOCK NI/ 2X A MIDPOINT OF STUDS OVER 10 FEET, BELOY`1 BEARIN6 PARTiTIONS DIGULA W. TO .JOISTS AND RAFTERS • 5UPPORT5. 6. y4000 ENI IN6 CONCRETE OR MASONRY MALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. '7. DOUBLE JOISTS UNDER PARALL BEARIN6 • PAR 111 N5 AND UNDER WINDONI GRIPPi -E5 AT CANTILEVERED FLOOR 5EGTIONS. 8. FIRESTOP AND DRAFTSTOP TO GUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS AT COLIN& AND FLOOR LEVELS, FLOOR TO ATTIC, AT 10' 1NTERVAL.9 HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS, YVITH 7 NOMINAL LUMBER. q. (5W -LAi" i BEAMS SHALL SEAR A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL AP CE" GRADE "4ERE EQ°05ED TO VIEW. E. _ M ETAL GONN ECT'ORS 1. ALL METAL CoCKNEC T OR5 SHALL. SE "51MPSOrN" OR AN APPROVED EC JIVAL NT. 2. FEE NAILING SHALL COMPLY WITH ISC R6023.0) (2) UNL295 NOTED OTHF.RY`t1SE ON FRAMING PLAN5 OR .S. SCHEDULE_ ALL NAILS SHALL BE GOMMONI MR.e NAdL5 U.N.O. 3. USE GUT P4A9H$Z5 AT BOLTED CONNECTIONS. C,QNNNEGTORS E FP09W TO YV.ATHER SHALL BE (SPAL1/AANlI2ED OR HAVE ED WATINC7. ROOFING SHALL Be FAE 1134ED Y4714 SIOH ISTANNT FASTENERS. 4. 1 !ATED r4000 tZ XMIRES THE USE OF STA3NLESS STL, SIMpgoN Z HA x OR -, OR HOT--DiPPED &ALVANI :37 FA5 TOR* AND RS. F. f'1.,. AND DiAF'HRAGM NALlNG 1. ALL pLyVv FOR STRUCTURAL U5E5 SHALL CONFORM ANN SEAR A GRADING 5TAMP OF THE AM�3Z.IGA�N pLyvw7oo AC150CAA11C" (AP AND MAIL PfR IBC 6023.0)12)_ 2 FROVIDE 0I6AJ9HRAC -+4 5HEAT1424& AKD NlAU..M6 Ab FO NOTED ON PLAWk FLOOR SHEATHM6 SHALL BE T#6 3/4' G- 0- EX't" -AFA PLYY4000 i 4TH EXT. C - A LOE P.I. 3:2/16, GLUE TO JOI5T5 AND MAIL WITH 10d A 6" 0/6 - , loci • 1o• O/C FiEl -D. ROOF SEA - MIN6 SHALL_ BE 15/32" G-- 0- 4NT -APA PL vvTH EXTEFUOR 6UJE, PI. 24/4. NAIL 0d s 6" O/C E3DC�, Sd 0 1= O/C FIELD WAd-L SNIA -L BE T 116" O5B A mo NAIL YWM ad N AiL.5 AT W O.G. PANE. ®655 AND 1.2" Q_G_ FR3-0. y 1. VE2TILATE CRAMIL 5PAG ANl? F LOORS YVITH 5GREEHE0 Ot°e X NOT Lln5 T 14ANt 1 50. FT.(%F - FRE EJ FOR EACoH 150 50. FT_ OF UPNDM FLOOR AREA DIST RMUTE OPEENiN65 APPRO)WATE.Y 5304 - ALONG THE LENGTH OF A T LEAST TV40 OFrO.Sf FE 51DE AN ONE OPENING 4HAL- BE Y47HIN 3 F=1 OF EVERY C OVffZ rf rrrI 1 /3 - C�v'�RRO5iON RE5i5 T AUNT NQRE ME5H AT CRAriL 5PAGE GP5141N.65. 2. VENTILATE A i 1C 5PAGE5 YVITH CRO55 VENTiLATION 30JAL TO 1/150TH OF THE ATTIC AREA(NET F EXC0 THE AREA MAY Be 1/=..,OOTH, r ROVIDED AT LEAST 50% OF THE RE52WRE17 VENT AREA 15 3 FT. ASE EAVES MTN ="0% OF THE , IR= VENT AREA IN THE EAVE5_ 3 . PROVIDE AN AGE ::�18 LF A i + iG •�G���' PANS... 2.� X 30" MINIMUM YVITH A CLEAR HE!&HT OF 50'. INSiJLATE ARID WEATHER- 5TRIP. 4. PROVIDE 18" X 24' A4ICE55 Tip ZU&N-I TIME FLOOR OR 16" X 24' THROUGH i HE WALL TO LMDER FLOOR AIIREA5. H. SAFETY GLA7.IN& 1. TE III! ?ED SAFETY 6LA55 SHALL BE MTALLW IN H LOCI`' LOGATiON5, NCIAMM67 AREA5 THAT ARE T TO HUMAN IMPAC T. G1r.A23N6 IN DOORS. GL ZING WITHIN A 24" ARC OF CLOSED DOOR. 6LjN= AIREA5 > a 50. FT. Y*4EN LE55 "TNAN 18" ABOVE FLOOR OR Y4NJ<l C7 SUFZFACZ AND AS D ED iK IBC R505.4. SAFETY GLATJN6 15 RF3QURE? TO BE PEZMANIENTLY MARKED lF [BG Rwo.1. !. EL ECTRICAL 1. Er 5C 7 slRJCAL CoONMR4 5HA -L EVALUATE AND ..7 NNE A05GJArCY OF E45TiN6 AMD F R.jOFP0 Ff 5C; R AL 5 ZvIcE AND PROVIDE REX51L41R AND S T A i"lE AND LIAL E NER.GY . AND MAi4JFA C s1JR R*5 , eATION5 FOR ® ;5, APw- LIA&4CE5 AND i5G _ .SE#"ARATE ZM1T R5GUIRED_ a MEC.HANiGAL i . AAR1vi AIR ' OR C-A5 Hal. 40T BE 04570 IA�NDE4 5 T A R.5 AND SHALL H AVE FI� rr VENT5 AND DIRE i OUT5IDE COMSM710N AR_ ' 6A5 APPLLAW.A4M IN 6MR.AGPEE 5HAl..L BE 014 A IW H16i i 3. AIR VUC i 5 PEtET1� 6 TO Hctne ARATIO N 5H6ft.L BE 26 OR SMALL HAVE A. DIJC� 51HAL:. M me' U .M.G. 5TANDAR70 ANC 5Y5 A RE TO BE BALA44CED. COKTRAG :'OR 5HIAL -L EsS. _ SyT 511 246. HEAT LOW 11C 4AI 7 MAMP , �•.� 5 BATA ON • 7 5. 3^7WjOOMS. LAIIRY ROOMS. ICtTCHIENS Add? SPA TQ , A7 N J► T COAPASILE OF 5 AR 04,1 HM 5 FTR HC „ 'SM Y AND AM QLWNL TY 1 O TM FCR FAN V423,041E MV K poLuM SING 1, PLUMB1N6 CONNIRAGTQR SHALL SIZE ALL UNM AND VENT5 PER U.P.G. 2. HOT YVATER TANK5 SHALL BE 51250 BY INDUSTRY 5TANNDARn5 FOR PROP05ED USE AND BE LABELED NAEGA APB ?OV W - 3 FLOW RATES TO GOMPL.Y NTH WAG 51-46 SECTION 402.0 TOILETS= 1.6 6PF(MAX), SHOWERS: 2-5 6PM(MAX), LAVATORIES/FAUCET: 2.5 6PM(MAX). 3. PROVIDE 505MIC 5TRAP5 AN ME55ME REUEF s VA LVESSO'LUMBED TO OUT510E) AT HOT YVATER TANKS. 5EpARATE PERMIT REQUIRED. L, mofSTURE CONTROL. 1, 5HOrC zS SHALL. HAVE A NON- AS50RBENT SURFACE TO A HEIGHT OF 6 ABOVE FLOOR. ,2. PROVIDE Y4ATERPROOF BOARD OR GL MESH MORTAR UN115 BEHIND TiLE AT SHOWFR 5URROUND5. TiLE 5140rl!R5 YVITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOUR5. PROVIDE MILDE^i RESISTANT CAJJLK AT ALL TiLE. AC,GE550ME5. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN AND ENGL05MES SHALL BE FULLY TEMf"FRED OR LAMINATED SAFETY 6L. 65, MiNIMUM THICKNESS = 1/5" TEMPERED, 1/4" LAMINATED. 2. FLOOR 111 AT 5HOVeR5 AND NET A4ZEA5 5HALL BE 5}X10- RE515TAN1T. 3. PROVIDE SECURE BLOGIC.ING FOR ALL 6RAB BAR--5 PF.R PLAN, CAPABLE OF SUPPORTIN6 A 304* IMPACT LOAD. N. TRUSSES 1. PRE- FAeRIGATF.D ?RUSr� SHALL_ BE DE516HE*J BY A YVA5Hlf4&TONN STATE LICENSED STRUCTURAL ENGiNNEER AND IN AoC40l I7AWoF. WITH THE PLAN RFGIJIREMENT5. SUBMIT C oMI l EM SHOP DRAY�AN65 WITH ENGiNEER5 SEAL FOR APFROV PRIOR TO FABRICATION. .. MU5T BE STAMPS BY AN APPROVED MANUFACTIJIZER OR BY A QUA417Y CONTROL AGENCY SUCH A5 YVA5HINCGT0N Y400V 71ZU55 FAS ICATORS COUNCIL. 2. C..OI N 1RAGTOR SHALL YMIFY EXACT SFANNS PRIOR TO FABRICATION. 3 _ APPROVED HANGER5 MUST BE U5EV AT ALL CoNNNEGT'i0N5 OF RAFTERS, JACX. OR Hit' 1 RU5r5E5 TO A MAN &gzr7M I Ru55. mom-SEARING PAR7tTION5 BELOW 7 )55E5 SHALL BE SEPARATED` F TRH VVM 5r STG FASTB�NEZS_ 4. 1 r551M SHALL BE SRACBD TO F REVEIT R.OTATk?N AtW PRC VVE LATERAL 5TABII..ITY AND W15TAi..LED IN AC A I! PITH THE MENVIDUAL TRU55 L/1551 6NN 1°ROVIDv By THE MANUFAOTURER_ O. ..�i<CYLIC -�1 1_ GLA N SHALL 3E iN.=..,4JLA=, FULLY 7 1" Mf RETJ, LAMINATED OL ATM MIN. .015" POLYVINYL INTER LAYER. 2_ PROVIDE A MINIMUMM 4" C)RB, FLA5HEE:7 AND GOUNT;r FLA AT TOP AND BOTTOM ANTI? 5TMF F LASH 501vF5. THE UNIT SHALL HAVE A CONDEN5ATiON 6UTTER AT THE LOY�z END. INSTALL MANIJFAGT L*ZM 5 IANSTRLJCT10N5, F �tl54 AND F LARE HELL TO CE PLANS . _ 1. EVERY 5L Mp N6 ROOM AND BASEMMT 5HALL HAVE ONE OPEqAE3LE EMER 4CY ESCAPE AND RE5C.UE OFT NM6_ THE OPE N6 SHALL HAVE A MAXIMUM 51LL. HEIC-MT OF 44" AekoVE THE FLOOR. A NET CLEAR OPENIN6 OF 5.7 50. FT., A MINIMUM CLEAR HEIG+IT OF 24 A MINIMUM GLE.AR Y40TH OF 20 AND SHALL BE OPERABLE FROM T14E irN NCE, YWTHQUT 5 5CAAL TOOL.5 OR KEY5. GRADE FLOOR O M NII`NC75 MAY HAVE A NET CeL AR MR04 M OP'ENIN6 OF 5 50 - F O. SMOKE AeLARI�s 1. SMOKE AA.ARM5 SHALL SE PROVIDE? iAN EACH 5L 6 ROOM AND SMALL BE INSTALLED PER MA WAG IRM-5 ENVA?1O45. MC7l Hrn 7 ON 114E GE31..ItMf� OR WAN1. .. EAR..i-f 5 1 1 Pfl a 1N b5 V TH MORE THAN ONE STORY OR YV H A BA ENT, A SMOKE 5HALL BE INNS T AL LE ON EACH STORY AND IAN THE BASEMENT_ IN 5PUT L EVF- ! 5TFZ LjC -,jp j!5. E 5IKE DETEG'COR5 ON U ROOMS ARE LOCH - 6 IED Ott 1._p`lO., T HEN SMOKE D=15c T ol ARE Rf ON BOT14 � ALL � �- T ORS SHALL BE ,AUD�L M S A=_ IN mom CON51i RUG MON 5HAL BE EGT Y�RE�? TO 3IJl =�6 Y4THONJT A T'ec - I Sv TCN•I OTHER THANK FOR .� pI id1l AJMD 1" T 14AVE SA i - Y BACK ALL 'G MAY BE BATTERY OPERA 's ED - 3. r ��ORE iHA�NI ONE M_AFZM �5 i�ST Be - s W AND ONE ALAjRt4 ALL ACo : iVATE AL!,-_ R 1_ P4C7VVE AT EWTRA# AND & AJZAI 10'TH A V2" DEAD SOOT lFI'TH O LE �p�" 5F'BCj 41 I�E`r5 OR A1104 FNCRT • 54'-•W OFF FLOOR A i LOW-LAZW MIRY t00R5. 3 _ p R47vloe SE OjFtff Y FOR c X7 FRO04 Imo) S. 6ARAGE SEFPA44ATION 1. 6A4RA6E, UN6 SEPARATION SHALL GON515T OIL FiRETAPED 1/2" 6YV3. APPLIED TO THE 6NtA6E 5VE OF ALL 6ARA6E 5UE?I=ACE5 ADJOINING 011 LIVIN6, ANTIC AND 5PAGL5. 2, 6 ,MUN6 WITH I jV N6 SPACE AZOVE U51N6 TJI OR = SHALL U5E Z LL'I:� 14 (5ve TYPE oxw. 3. 5TRU6T)RAL SUPPORTS FOR OveLUN6 SPACES SHALL AL50 BE N4CAPPED: INGLUDINiG VIIIIIIALI-5. P05T5. BEAMS AND 50UD - 5AM JO15T& IF 5UPPORTIN6 FLOOR ABOVE. 4. AIR DUCTS PENET RATING THE SEPARATION SHALL BE Zb 6AUCGE OR HAVE AN APPROVED CAMPED. 5. DOORS FROM 6ARAGE TO CreLUN6 SHALL 5E 1 -3/8" SOLD GORE, TiGHT FiTTi1`N6 AND 5ELF- GLO51N6. T. STAIRS AND 6UARDRAIL5 1. I=ROViDE A STAIRYNAY NYDTH OF 36" MINIMUM, RISE? HE16HT OF 'f -3/4" MAXfMUI`M, MINIMUM TREAD LE N6TH OF 10" AND A 3/0" MAXIMUM VA PJATi0N. A N05iN6 OF NOT LE55 THAN 9 4" OR MORE THAN 1 - 114" 15 REQtJRED ON STAIRWAYS WiTH SOLID RISERS UNLESS Tir:EA17 OE°T14 IS 11" OR GREAT"FR. 2_ HANMAILS SHALL BE PROVIDED ON AT 1 -EA5T ONE SIDE OF FLIGHTS YI TH 4 OR MORE RISEZ5. 3. HANDR QL5 SHALL BE I°LAGED 34" TO 38" OFF NOSINN6 AND 5PAIII6M 1 -112" MINIMUM OFF WALL "TH A 1- 1/2" TO = DIAMETER, SMOOTH GR.A5P AND A NEY`EL OR FRE MRN 1 -1/4" AT EI05. 4. PROVIDE b' -S" Mit4lM M CLEAR HEAORtOO'M ABOVE STAND NO51N6. 5. PROV i E bU L5 FOR AREAS 30" ABOVE GfzADE OR ADJACENT FLOORS, YVITH A MINIMUM HE6HT OF 36" AND INTERMEDIATE 5AIiTBz5 OR "L.5 SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. 6. ENCL05EV U5AeLE 5PACE UNDER 5TA41R5. SHALL HAVE 1/2' 6W3, FIRETAPED ON YAALL5 AND SOFFiT5_ pROV iDE, F IRE3 LOCKIANG IN GONGEA1XV 5PAGE5 8 STAIR 5TRINGER5 AT TOP AND BOTTOM OF RUN AND $ 5TULS ALONG AND iN LINE r4TH RUAN OF STAIRS. IF THE YrALL UNDER THE 5TAdR5 ARE UNFINISHED. U PER 2003 ME Co 1. EOXTERIOR JOiNT5 AROUND WINDOY`t AND DOOR F'?r AMI 5, OPENIAN65 BE7T MEEN NALL5 AND FOUNDA71ON5, BEI 4EEN AND ROOF, AND BETVIIIIIIEEEN WALL. PANES OPENINGS AT PEN :I� ATION5 OF UTIUTY SERVICES THROU&H PIAL.L5. ROOF AND FLOORS: AND OTHER SUCH • OPENIAN65 IN - n4E BUILDING ENVELUPE, INGLUDINtb ACCE55 PANES INTO UKHEATIED 5PACE5, SHALL BE SEALED. CAULKED, G OR AEAT4IIR- 5`FRIPPED TO LIMIT AIR NNPATHER -STRIP EXT IC7R DOOR5 AND DOOR5 ADJOININ6 UNHEATED 5PAGE5. EXTERIOR ope4IN65 L= .XPOSED TO WEA11.10 SHALL BE FLA514ED IN ,UCH A MANNER A5 TO MAKE THEM WEATHERt ALL F LA5HIM6 . C.QUN I F LA5H INCA AND GOM , WHEN OF ME t AN._, 5HALL BE NOT < 26 CAA CZRRO51ON RE515TANT *METAL 2. PROVIDE VAP S ARRIERS AT WARM 5570E I N AN'T OF I KWLATE 2 A55E -MBUE5 EXCE'T AT INWLA 'IEL M YVITH Wp_ YVALL BOARD AND AT sH OY�ER C�UKCS. 3. PROVIDE 6 MiL, BLACK. AND POL`; ETHYIIE GROUND C,O%/ , A T CjqAy4L SPACES. OVEP LAP 12' MINIMUM AND EXTEND TO FOUNDATION YVALL 4. I145ULA i'15 FLOORS, ;MALLS AND ROOF F ,° j AN TO ACHIEVE PROPER DEN51TIE5 AND R- VALUE 5. FACE!:) IN5uLATioN TO BE FAGS 5 T AP!_EZ2. o. INWLATE HOT AIR DUCTS IN NON -HEA T I='• 5FACE5 PAR TABLE 4--16 (R-4)_ ?- INWLA T E 24" OF PER Mt:1 OF 5LA85 AT HEATED ROOM5 VITA R -10 RIGID INWLA +10 N. S. INSULATE HOT VIATER Pt TABLE 4--it q. PROVIDE 2.5 GPM. FLOY4 RE51RICTORS AT 5HOYI!?5- 10. YVATF.R HEATERS AND HEATING EGAff"ENT SHALL M= 11g8? NAECA. 11. E! 5 G11RIG Hr4 TANKS IN NO N-- HEATFV StPAGE5 BALL BE PL.,ACW ON A NjoN, LE 5NRFAGc AND TIME FLOOR IN51JL.ATM T O R -10. 12. 14VAG EGAPMENT SHALL BE 51ZI= TO A MiN*4)M OF 100% AND MA)4 - WM OF 2049b OF THE I7E'S16NN LOAD NNO). IN5 T ALLINNCG CONTRACTOR SHALL PROVIDE SON& A W HEAT L055 GALG5. 13. R5GE55EV U6NTiNNG 514ALL BE TYPE 1C OR NON 16 i 4510E AR- T1GiMT A55EMBLY (V2' C-N4B BOX)_ 14. EXTEND MIND BAt-'F TO A POINNT 1.7 VERTICALLY ABOVE THE TOP OF IN5ULATION_ V. VENTILA iION AND tNVOOR AIR (MAII&J' Pak V'!AQ 1. IN 'i E 110*401LE HOL15E VENT 5Y5Te4 FOR i HE ROERMITTINTL OP54ATEV Rai i � A R HEATING SYSTEM - A - 5OUIRCE SP5CJ=1G N/M NMLATKC N R _ !DQ045T FAN L A04DRE5 AHD SHALL HAVE . 50 0714 • :► i^L6_ KJTC 4M45 SMALL. HAVE . GPM • ..25 i^1.+b.. 4. 00V FANN5_ 2. E�A�t+S T '7UGT ... DUCli 5 TO SE iii: ll..A i ED 70 R-& IN UNCONEXTkx4m 5PACM. SE 5ON-'90-'E..J YlTH A BACK ZNZAP"o pp . 715MMINATE <xJT5m THE 811)11 AND C 0t4P'..Y : l' TAOLE. 3.3 VU42 GCoDE_ NOTE rT BY KIt I& . Tc 945TIALl. A COfIRALLY L+CaC•A►T T FAN( l VIW A M SOW lRAIS OF 1.5 AND 5�7 !16 A�. 3-2 V�1 AND .'o THE A MOMA71C noo AND T OF �llwv L AR I �iT'O ' _ xft 5"ou 10 moo V? AaCNE '"am DESIGN LOADS WOJ INTERNATIONIW.. BUILDING GOB£ YVITH YV45HIN6TON 2003 Y*6HINGTON STAIE ENHtGY WOE. LATERAL ANALYSIS ! II��l � Q 2003 INTBZNAT10NAl. BUILDINb GORE 2 WA5GE ? -02 METHOD :2 D WFGM DE516N LOADS ROOF- 15 PI DEAD LOAD 25 P5F LIVE LOAD FLOOR: 10 P5F DEAD LOAD 40 PI LIVE LOAD . IRENFloRiCN& STEEi... 30 P5F(5LEEf:`IN67 RM) ATTIC: 10 P5F(NO STORAGE) 20 P5F(5TORA6E) DECK: 10 P51= DEAD LOAD 40 P5F UVE LOAD STAIRS: PLATES ANND 51 1 GUARD/HANDRAIL: 200* PT LOAD A THE TOP OF RAIL WiND SPA': V= 85 MPH WIND EXPOSURE CATEGORY: 5 VVW iMPORTA CE FACTOR: I = 1.0 r Y41140 DIRECTIONALITY FACTOR: Kd = 0.85 dWST FA 5EAM5 (51MPLF- SPAIN) � FOR ENCLOSURE ell 6 615509CAMN: 24F -VS L05ED I P06RAPHIG FACTOR: DECK SE A#4 _ = w - i ,- ANCE i NTERNAL RE GOE tncl i%T: 6co : = /-0.18 • OR AN1 iGBO 5Q xVAL..�lT M. RY laic USE bROUP: 1 5ELSMIG IMPORTANCE FACTOR:: 1.D G Q 5E5MiG DE5i6N1 GATE60RY: 02 MT PERIOD A4.4MJ3wA710N. -j 1.25 1 -5EC-OND A4421 3ZATIO NS: I 0. 4 S SMIC FORGE RE515TiN6 SYSIEM: 1 f K - , t ; ..- ,;� , , 0 . 3 RESi°OAN5E MOD1FlGATiON FAGTC *; 0.5 . DM=LbCMOlN AMP FACTOR: ,¢ . ; .4 ! SOIL BEARING CAPACITY A65U MEC AT 2000 FSF IN PLAN5 OR A SOILS REPORT BY A (2UAUMED SOILS ENGINEER. EARTH FRE55WE A55UMED AT 60 f'GF EQUIVALENT FLUID FlZM5URR FOR BASEMENT P ALL5 AND 30 PCF FOR GANTiL - -vER RETANNiKG VII-5. CONC 5TRENGTH OF :O NGRE'i SHAT!._ BE 2500 Psi FOR CONCRETE NOT E.X'05ED TO YVEATHER EXCEPT GARAGE. FLOOR 5LAB5. MINIMUM COMPRE551VE 5TRENGTH: 2500 P51 AT W DAY5 5 1/2 SACK CE4ENT P GJ/YD, MAX. 6 GAL. YVAT 0 PB:? q4 L.B. SACK OF CEMENT. MAX SLUMP 4 MAXIMUM AC- P&REC7ATE 5LZE 1 - 1/2" 5TRENGTH OF CONCRETE SHALL SE 3000 Psi AT 28 DAYS, 5 :2 5AGK CEMENT E'ER CU/YD, FOR CONCRETE EXPOSED TO YCATHEZ, 6ARAG5 FLOOR 5LA55 AND FORGAIE5 AND RETAINING WALL5 X05 T O YVEA T HER. EXTERIOR Y4ALK5 AND 5LA55 TO BE AIR EAITRAINED NOT LE55 THAN 5 % OR MORE THAN 1 �.lANI CE51GN, fp.S_ , l-"� POWELL • HOMES Le Farr G�nes�.s or' BIpRr,.s�a� Sao w►,rra. ST- w vWays. r., aeo�o (425) - 61"166 1115J3NNOWIX +- F Z �. S c t Nd .as• +-- mow..'O.doI _.-"fir ."" -OWI .IR'- �R�" -- .+•.�[- � - +-.. �+►+�► '"""�"'*�~ "�-y r'+�► �sJ.. _.... a R EurivED MY OF TUKWU IRENFloRiCN& STEEi... I JUL 2 b 20 A67M A-615 67RADE 44 PERLGT CENTER INCA LUMBER (UNLE55 OTH Y45E NOTE =D ON PLAN) UN,/ PLATES ANND 51 1 HF*2 OR STR !PTA GONG) 51105 HF"5TUD G- ARARE" JOMT5 AND RAPTE3FM HF*2 OR "TJ" P05T5 A 1NO HEA00 OF BF.At15 OF41 OR" PA4RALLAM 5EAM5 (51MPLF- SPAIN) 24F - 6L J-J-AM BEAMS ( AN& NG) 24F -VS DECK J0I5T5 P T. DF 92 DECK SE A#4 P.-r. OF a1 METAL �C;C��TC7R5 • OR AN1 iGBO 5Q xVAL..�lT M. RY 1ta oRTi4R: TYPE 5, I M. 1/2 LIME PrJTTY. 4 5Ai4 . 'S T �-: 6R 4C �.lANI CE51GN, fp.S_ , l-"� POWELL • HOMES Le Farr G�nes�.s or' BIpRr,.s�a� Sao w►,rra. ST- w vWays. r., aeo�o (425) - 61"166 1115J3NNOWIX +- F Z �. S c t Nd .as• +-- mow..'O.doI _.-"fir ."" -OWI .IR'- �R�" -- .+•.�[- � - +-.. �+►+�► '"""�"'*�~ "�-y r'+�► �sJ.. _.... a ASBREVIATiONS /GENE.AL GONST RUCTiCN A.B. '' 3 INCL. Aeoi. ABOVE iN ALT ALTERNATE LAM 50. BOARD L IN BLKI& BLOCKING MAX BM BEAM M .B. CANT. GANM L5V LqZ M IN G.B. CwARRIA6E BOLT INC. GDR 4SEVAR NT5 G.J. GEJUNC7 JOIST O.A. GL <:,M4 I .ALINE O.G. GLR (::;LFAR O.H . GOM COMMON O5B COOM1 CIOM P0511ION P.B.O. GONG CONCRETE PL GONT GONTIN ou5 P.T. d PENNY PIN C .B. DEADSOLT R VBL DOUBLE RELI CLAM 0IAME14 REOV E.E. EACH END R45 E.5. F., 4H 510E R.O. E.W. E, &ZH Y4AY R,_5- F.X Ea0ST N6 S.G. MXP E POSEC 5HT , E T EXTERIOR SH P 1 FiN15H ` F .G. Fi$ER6LA55 5106 0.097 - 0.099 Nail I j! FLOOR .JC15T 5M Sole late to 'oist or blocking at braced wall p anels I p l g P FLOOR LINE T FOS FACE OF 51W T4 F`P FIREPLACE T. S. FT6 FOOTM6 T.PL 6L8 c EAM TYP GL & A /6LAZIN6 TE6 6_4Z UNFFN . 6ilB 6 1 --1 CARD U.N.O. Ho HOLOOiMi V B. M17R HEAVER 8d HR HArIMAIL Y`tD N6T_ �T Y N.L HEAT LAMP W.P. 0.097 - 0.099 Nail 1';'g HOT Y4ATP.R N 6 INCLUDE iN I IOR LA414SNA I LINEN MAXIMUM MACHINE SOLT MINIMUM INCLUDE NOT TO 5GALE OVERALL ON CENTER OVERHANG ORIENTED STRAND BOARD PROV IOErJ' BY OWN PLATE ME55WE TREATES.7 PL R15M RELOCATE REQUiR� ROD AMC 5HELF ROUCEM OPENIN6 ROUGH SAWN 5ouD CORE SHEET SHELF 5KYUC -MT 5LION6 5H TREAD TIE DOIMI (x) TOV4EL BAR TOP Ps -.ATE TYt' CI)Y. TONG iX AND E LINLE55 NOTED OTHEFLYVII VAPOR BARRIER VERTICAL 6RAIN, ���64 wj-,% •• TABLE R602.3(1) ELECTRIC, 5ERVIGE METER � ` TABLE 6602.3(2) I Stapie 18 ga., !8, Its crown width I - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS U.6. 3 staoies. 1 ALTERNATE ATTACHMENTS - r t , ^ ;, t�,, I and 1 i ring or screw shank nail - minimum 1 1 NUMBER AND TYPE OF 8c i Wider than I' x 3" sheathing to each bearing, face nail 3 SPACINGC OF FASTENERS DESCRIPTION OF BUILDING ELEMENTS FASTENER&& -c -a ; SPACING OF FASTENERS NOMINAL MATERIAL THICKNESS DESCRIPTION& b OF FASTENER AND LENGTH Edges I Intermediate supports juts( to �iil ur g irder, we nail ; 3-8d --- (inch (inches) (inehesi W000 structural penes subtlow. root and wall sheathing to framing and pertieWward wall sheathing to framing (inc hes) 1 " x o" iubtloor or less to eacn joist, face nail ?-8d •- i. 4T j 0.097 - 0.099 Nail 0/ 6 12 19r. s1 :3i, and'! 1 2 1 !2 ga. (0.099) shank diameter 3_� 8. a2 a 2 p 3 '4" .. sea Ies, 1 , .. _ __._..._ -- _ . __. _�. �, t b 3 � Stapie 15 ga. I , g c Boa m of Usews Rot todudw in this table seals be basin oa Table /Z�'{1I- � 2" subtloor to joist or girder, blind and face nail 2 - 16d --- 8 Staple 16 ga. 1 i -' - = 2pv - 128 i Suie olate to joist or blocking, face nail 16d I 16" o.c. rw► - Staple 15 ga. 1'!g i 6 , 12 Too or sole slate to stud, eno nail 2 -16d I -- '.'a 1 0.097 - 0.099 Nail 1 4 10 ,_...-- .._.,_ Stud to sole otate, roe nail I 3.8d or' -16d � -- Staple !6 ga. 1'.'a � 6 i I2 ' Double scuds. nail N 1pd 2a" o.c. r5 ;Staple 15 ga. 1 6 I 12 _lace i t Double op plates, face nail �. i 0d 24" o.c. t',' 37 and 0.097 - 0.099 Nail I j! j At each bearing 0 ' Sole late to 'oist or blocking at braced wall p anels I p l g P 3 -16d 16" o.c. r Root ratters to ridge, valley or hit) rafters: ! �taoie l b ga. 1'!i o i 1.. r- -- .-- --- -- --- -- Double too plates, minimum 24 -inch offset of end joints, race nail in --. 8 -16d 150 , and ' 0.113 Mail 1'!4 Stavle 15 and 16 a. 1'!� 6 12 I coped area -- ' 4d ring - grooved underlavment nail 4 , 0.097 - 0.099 Nail 1" face nail h Blocking between joists or rafters to top plate, toe nail i 3 ' a Staoie 18 ga., 7 /g leng,'!16 crown Staple 14 ga. 1 ; 6 12 Rim juist t top plate, cot nail 4 8d 6" O.C- 6d ring - grooved underlavment nail Sta fie IS a. 1';s P g I 10 10 Too places. Laos at corners and intersections, face nail 2 -10d -- 32 and 0.097 - 0.099 Nail 1';'g 3 N 6 Built -up header. two pieces with 1 !2" spacer f 16d 16" o.c. along each edge bd ring - grooved underlavment nail + Staple 16 ga. 2 E 4 ► 8 Continued header, two pieces j 16d 16" o .c. along each edge : SU Staple 14 ga. ' ; 1.) j 10 , 1 Ceiling joists to plate, toe nail { 3-8d -- ► 0.113 Nail 2'!4, Staple 16 ga.. 1','g long '!g cr ; { Continuous header to stud, toe nail 4 i -- � 1 Staple IS a. .. 4 6 IOd common nail or 3d do :or�a ' 210 q 12 ; r - 0.099 Nail 2 98 2. i I Ceiling joist, laps over partitions, face nail 3 -1Od -- ! 120 SPACiNG`c OF FASTENERS Ceiling joist to parallel rafters, face nail 3 -1Od Rafter to plate, toe nail 2-164 I' brace to each stud and plate, face nail I " x d" sheathing to each beari face nail 2-8d 2 staples. 1 2-8d 2 stapics, 13I4N NOMINAL MATERIAL THICKNESS f Edges Body of panty (inches) DESCRIPTION" OF FASTENER AND LENGTH (Inches) ( Indies) Floor underlayrnwit: plywood- hardboard- particlebowdt Plywood , 1 1 /4 r' ng or screw shank nail -- minimum 6 ` i ► f1 and 3f 1 12 (0.099") shank diameter ; I' x S" sheathing to each bearing, face nail j ELECTRIC, 5ERVIGE METER 2 ` .� I Stapie 18 ga., !8, Its crown width I - SMOKE DE rECTOR U.6. 3 staoies. 1 W.5_L - r t , ^ ;, t�,, I and 1 i ring or screw shank nail - minimum 1 1 6 8c i Wider than I' x 3" sheathing to each bearing, face nail 3 G.O. - Sr ; 2 - 1 12 -) ga. (0.099) manic diameter - G.A.R. COLD AIR RETURN VTO VENT TO OJ'T50E M 4 SiaDiCS, 1 GABLE .JACK --- t . 1 /2 nng or screw shank nail - minimum �. -yr-- HALF �tTCI7 6 I2 Built -up corner scuds E i. 4T 10d 0 24 o.c. 19r. s1 :3i, and'! 1 2 1 !2 ga. (0.099) shank diameter 3_� 8. a2 a 1""JLL CAA *4 L16HT 165 d. Fuw- i0011- ov -*4m a 4400t- by -94dot mac is suss) be aqAieo vetuady- . c Boa m of Usews Rot todudw in this table seals be basin oa Table /Z�'{1I- 21U 1 FLOOR O' I.7 i Staple 16 ga. 1 ( 6 8 tSl�v ME3'� -' - = 2pv - 128 H EAT R.E667Se Built -up girders and beams. 2 -inch lumber layers I0d rw► Nail each layer as follows: .....rte sn 145 , foul -15U0 � 9U1 b 32 o.c. at top and (tom and ; o Hardboards 90 135 i 158 12U staggered. Two nails at ends - 135 I /2 long nng - grooved underlavment nail 6 6 1501 -2000 r5 98 and at ea splice. 0.700 4d cement - coated sinker nail 6 ,-► b ?" pianks t 2 -16d j At each bearing 140 Stapie 18 ga., �!g long (plastic coated) 3 6 r Root ratters to ridge, valley or hit) rafters: - 70 1 U5 -85 128 P 150 : toe nail OU 4 -.16c1 145 -- ' 4d ring - grooved underlavment nail 3 6 ' face nail 113 3 -I6d 135 -- a Staoie 18 ga., 7 /g leng,'!16 crown 12U iSU Rafter ties to rafters, face 203 3-8d ; - 6d ring - grooved underlavment nail 6 j 10 Wood structural subRioar. roof and wall sttesthing to fratnirvg, and particleboard void stveathing to trameng � '!8 Staple 16 ga., I t Ig lo ng, ' crown � .3 ! 6 { 165 6d common nail ( subfloo r, wail) 188 6 21U 129 bd ring - grooved underlavment nail + b IO t : 8d common nail (roof} 128 1 UU : SU ' ,g - ., 130 195 1.15 218 ) GU 240 Staple 16 ga.. 1','g long '!g cr ; 163 b .--.. 8d common nail 141 6 165 125 188 IOd common nail or 3d do :or�a ' 210 q 12 ; - For Si: t inch - =5.4 mm. 2. 185 278 . 105 158 120 a. Kali is a genera tiescriotion and may be T - wean. modified round head or round head. 135 703 150 nail 165 240 1 b. Staples snail have a minimum crown width of 7 ''i6 -inch on diameter except as noted. 195 293 6UUI -7000 115 173 130 195 SPACING OF FASTENERS � . Naiis or staples shall be spaced at not more :ban 6 inches on center at al supports where spans are 48 inches or gre itec y aiis or staples shall be spaced at not more JESCRIPTiON OF BUit_DiNG 240 Edges ( )' InteedWe .* nm than 12 inches on center at intermediate supports for floors. 285 R15 MATERIALS OF FASTENER°--• 7001 -8UUU 125 (1rtc s) s. Fasteners snail be placed in a grid pattern throughout the oodv of the panes. J. 210 "� 233 170 255 Other vial( sneadtkW 278 2W e. For 5 -piv panels. intermediate nails snail be spaced not more than 12 incites on center each way. 215 `(: ; ; ,. �:• �: : egutar cellulosic i 1 i /2" galvanized 3rooiutg nail 6d } �. 3 150 6 :. Hardboard uniierlayment shall conform to �►tV SUA �IA aI 3 5.4. 2.18 , r' �'` " �, ` 1 �1 E t i s , ...I� �C� ' fiOCrboardsneathing common nail staple 16 ga., 1 1 /2 long 195 293 21U 315 225 118 >900U str'i ural cellulosic :fiberboard 1 galvanized rooting nail 8d 218 3 ; 6 175 2631 •Sri �'!� '�► '' '7 ' fi I common nail staple 16 ga.. I long sneathing , 2U5 ! �'t ?ly`t 1l, 11TIU N ItA l ?S )--Ult AIJ. r;1tt7U1' it Ut;CtiYAN( :IEF FQUIt 51't71tIES AV11 1,1 ,5S � f n{� ' - -: structural ceilulosic t !s galvanized roofing naci 8d 3 l o 1�11tt1evtttttt nied hIn- v;nvijttt VrowlUn1Iutt ltnic':: t :ttj�ic Teri Vey 1%Ilttttl� (f�t=i►11 I F�, {J Lo 32 _ tinrrinnarti shr_m common nau staple 16 ga.. P!a ionz i AB BVZSVIATIONS/ELEGTRIG EC HANIGAL/ LI&HTiNI& E5M ELECTRIC, 5ERVIGE METER &FIG CGROUND FAULT INTERRUPT CIRCUIT ESP ELEGTRIG 5ERVIGE PANEL 50 SMOKE DE rECTOR U.6. UNDERGROUND W.5_L WATER SER UNE FYlH ELEC TRIC WALL- NEATER H.B. HOSE BOB MB El !CTRIG BASEBOARD G.O. GLEAM OJT L.P.O. LOCATE PER O MER G.A.R. COLD AIR RETURN VTO VENT TO OJ'T50E I L GABLE .JACK GFM C.iA31C FEET PER MINUTE �. -yr-- HALF �tTCI7 ! � - i TRsGAL1' M �._.H AN r AL.I UIGHT1N6 �YM�30L5 r -!,- a galvanised rooming nau, 4 { g 1 J ' tr4TG44 13cdreosccs RAG + RIG PANEL i 5LN;ZFAGE L- &HT 3 5 WAY ETCH ` �TRIC METM 2 or less 1 WALL MNT. UC-+T v Z04MIM 5rgTCH 5 COKE IWEI 5C OR 1 '!8 + long; I . /g - screws, T1 W or S RECZ55EV U6HT "IMEQ ETCH woos suvcnn -al prvees. caombirimo ' aubAoor underlayrrvervt to frsgvirvg EMA 5 t FAN a less 6d deformed nail or tad common nail t 6 C '�" DIJP'-.-_X OLITL.:^T I L GABLE .JACK 12 FL1X7ZEeCXNT �. -yr-- HALF �tTCI7 ! � - Gi iIi�E aver age oenaing ywkstsmgft asshorra: 801= (551 MPal for shame diammeter of 0.192 inch ( 20d c- ormnon nail), 901csi (620 MPa) for i. 4T 0. ! 42 ixa but sot WW than 0.177 incb, and 100 itsi (689 MPs) for soani< cianm=3 of 0.142 inch or kss- 0 F4. ONE .,;ACOK ' 1""JLL CAA *4 L16HT 165 d. Fuw- i0011- ov -*4m a 4400t- by -94dot mac is suss) be aqAieo vetuady- . c Boa m of Usews Rot todudw in this table seals be basin oa Table /Z�'{1I- 21U 1 FLOOR O' I.7 '' j" ~' 5TAT 7U tSl�v ME3'� -' - = 2pv - 128 H EAT R.E667Se 15U FLOOR DRAW rw► 130 .....rte sn 145 HOSE 1198 foul -15U0 � 9U1 75 113 r -!,- a galvanised rooming nau, 4 { g 1 J ' 6d common nail; stapie galvanized. 13cdreosccs i I i r2 long; 1 screws. Type W or S ` ;YPm sheathing 1 galvanized rooting nai i 4 2 or less 1 8 : : tad common nail; staple galvanized.. 5 . 1 '!8 + long; I . /g - screws, T1 W or S 1 : woos suvcnn -al prvees. caombirimo ' aubAoor underlayrrvervt to frsgvirvg a less 6d deformed nail or tad common nail t 6 12 1 W i 8d common na.ii or 8d deformed nail ! 6 I L m common nail or Sd deformed nail 6 12 F SI. 1 Imm = 25.4 Ann. I foot = 304.8 mm, i talk per hour = 1.609 kmib . :5M a. All auis are smooth - common box or accursed Clients catoaat wbme otherwiw stated- Nail used for i:ammg and sheathing was shall have minimum aver age oenaing ywkstsmgft asshorra: 801= (551 MPal for shame diammeter of 0.192 inch ( 20d c- ormnon nail), 901csi (620 MPa) for shank diametcts larger utan 0. ! 42 ixa but sot WW than 0.177 incb, and 100 itsi (689 MPs) for soani< cianm=3 of 0.142 inch or kss- 12U b. Staoies are ! 6 gage wire ana have a minimum 7i16 -1112Cir oo aiameta crown wio& 14 3 c. Na ll] sisals be spaced at not more than 6 inctm on caeaw at ail supports where som are 48 i nCDe3 or greater. 165 d. Fuw- i0011- ov -*4m a 4400t- by -94dot mac is suss) be aqAieo vetuady- . c Boa m of Usews Rot todudw in this table seals be basin oa Table /Z�'{1I- 21U Fier A rt=, 112 . 13cdreosccs t _____ 2 or less 1 3 4 5 6 _ 7 __ hilts. 111 nt. 8 _ �..�_........_._.. Milio, hint. hill - #tint- INIlti. 1% 1 n x. Mltt. hint. NI Ivv. Ninx. Mist. him. :5M 50 751 65 981 80 12U 95 14 3 110 165 125 1981 IHIV 21U 501 - I (MM - 55 831 7U I U5 85 128 1U0 15U 115 173 130 195 145 218 foul -15U0 60 9U1 75 113 90 135 105 158 12U 180 135 2U31 150 725 1501 -2000 r5 98 8U 12U 95 143 119- 165 125 188 140 210 155 233 2 -2 - 70 1 U5 -85 128 1UU 150 C11 5 1731 OU 195 145 218 10 240 25U1 -3000 75 113 gD 135 105 158 12U iSU 135 203 150 225 165 748 39U1 -3500 SU 12U 95 '143 110 165 125 188 14U 21U 155 233 170 255 3501 -4UUO 85 128 1 UU : SU 115 173 130 195 1.15 218 ) GU 240 175 163 4(X11 -5000 95 141 110 165 125 188 140 210 155 233 17U 2. 185 278 5001 -om 105 158 120 1 S 135 703 150 225 165 240 1 80 27U 195 293 6UUI -7000 115 173 130 195 145 218 16U 240 175 263 19U 285 R15 ?U8 7001 -8UUU 125 188 1.10 210 155 233 170 255 185 278 2W 30W 215 323 R110 -9t M 135 203 150 225 165 2.18 180 270 195 293 21U 315 225 118 >900U 145 218 160 24V1 175 2631 190 285 2U5 308 22U 3321 235 353 f. For rcglorts ltaviog basic Wind sooeo of i 10 or gRatcm 3d OeLOCated ttsus snail be ttsea for piYwvod amd woos � Pinci root sneathing to "t'pt r es ictenceT 1l +nt exceed R tretit timin fine - r mc five lttinivamilr tetluit r-ttt•.•f1 MciH_ rm R In -+tmnt.w by an midis ions fra=nq • UMn a=== a8 -iota niS9=vc Mmom pDie eaa argils. a rheas root bet is 0= sh. 2r fee- jD to 35 bees muinnun. 13 Cl'M imf i>ctitoms. - 1 l ie timxitt :arty Cl=h1 is ttittal In 1.5 Iitnta live ntitvinnntt_ g_ For iegvoea navmg �cwwd weed of 100 meat kss. pis far wing w000 s pasts roe[ � t4 em wail ft� soak be soacxc' b itvcacs :xr pesos wben ixtw �rvoo spied is g� titan 100 aroo. salves tarawcaing psoei root shiatg to Cosa � spscea 6 iacim on cer for rn mama 48 -tom diem fto rvcigm eaves =w 3aok cad waft,- = W e UK = on caner to gwk Wd wad ft=U :. • obtn aacamttag sud c cxm to AST -M C " 9 am snail be - .mmaaw sn acooreancc with GA 425 � sc+attting snail coatotm to tithe: AtIA :9� t or A."S ' C=W. WHOLE HO USE FAN SELECTION .•-- :. Soaring oii fauen=as cloorsiwathidg paoei edges apptia io oaaet eagasnoponca by aamang >< ai! 800rpenmeaasoeuf of EssK:aers ea VU; 4%AR S �� `o P P' b!' g nxmoe:s mio ak ail roof o�aoc 3bwagot root a door soeawog pasts ogees topic aemot:rasasit not oe mo■rRa eaooeaR,,t,,,accSaco= of ar�sm= coca oiai es.1~Tobr and roof oenmeserss�dl be sivoponea tr► traauat . mcatocts or solid blo�caaog. Ma illiItu ref' r ti Im R€CF.iVED CITY OF TUI(VyRA J t1 L 2 6 2005 ✓ATE �L- .-. 7 t • ` .N± .�. A • i '& w 1 - STRAP TIES/ HO SIMP50N STRONG -TIE (133 d 160) U.N.O. _t �rovu'r WA401W -ije;sr /41 -le i t� �- • ' t Z� .1 %j Y-4 vvj Y z. VVdI.�- p -f<�r WAEWEEE 6 4C,�o�4C ezi.� ovier. 4' /-.; Xw I' X t �}' -o' o -� • LINO/ t Z ;sic.... z y .!�Pe I I'i � F- +�1T�Y Fa1,4�a'r1o�l Zv V ~ -f. XI t . 1 , .•+b► N 4 • ; Y I Q top 4) f` l ong IN - - r . w J %4.i�,o- su► - - DATE - �-- -°� _ 1 00, :0. � ' ~ �-� r Z E L z "'000' i CA o c^Y46"C' M ST - 86 EDWOWS •w 40 I x -r7"-*6 PAX 77"166 U.w..�. ',- .� "� "" �+* ..�..f...�.._ .... -�� ..- : ..�i11lr.�' +�,+ a... ...�.AC .,T."_' �.�. _!+•"t71-R. +i1 ^w -+.v.. �_ ^�+.^n�w► _...�� .�'��MV•�11! +w... ,i -+r.. _ ".'.'- _ -..-. .- •'�rq.1 — Not PW �.•-�- .� .. _ - --- -- -' - ... -.... +..� • '�` 2 '�� ' ' .'. � - �! - �+....�- .�e�^�.i'.ti -s�f - "�'r -. „1t. ,�,,.Y:: ..� ^ � -•SIC �- -�"� _'�.. ��" _'per ' ►' ,l+..r':_ _ ..r. v . %rm V%W%w, tr„%,„ -- 1 F Ecaumd rva 4 c.Du as req,•d 2- Cripple wall 4 gable end same as SN above or below 5 - ie ea truss /rafter, A350 24" to able ends , 3- Deepen fdn to receive hold AS embedment rim jst or sill at fdn LTP4 4 LTP5 = A35 emu CITY OF ` • i j _ r u� U h � 1 GpPYM&W ® JAD 2004 OR USE is P'ROH Al�i� NEW TED BY l.lwl so FASTENERS MARK HOEDOWN 51RAP TIE TO 2 •07 •C1) MIN UNO FOUNDATION fWGHOR •(3.4) COMMENTS T -1 N! 574 3 o Z 2- I O T-2 E t�rt.Af T -3 Nrols EE au HrU5ic. 14" T-4 U � T -5 � -� J�17 T -6 1- LotatP hnlrfnu�n at vai_h on.i .,c �we�N.ai�ii .ti �- � -- - , _ _t �rovu'r WA401W -ije;sr /41 -le i t� �- • ' t Z� .1 %j Y-4 vvj Y z. VVdI.�- p -f<�r WAEWEEE 6 4C,�o�4C ezi.� ovier. 4' /-.; Xw I' X t �}' -o' o -� • LINO/ t Z ;sic.... z y .!�Pe I I'i � F- +�1T�Y Fa1,4�a'r1o�l Zv V ~ -f. XI t . 1 , .•+b► N 4 • ; Y I Q top 4) f` l ong IN - - r . w J %4.i�,o- su► - - DATE - �-- -°� _ 1 00, :0. � ' ~ �-� r Z E L z "'000' i CA o c^Y46"C' M ST - 86 EDWOWS •w 40 I x -r7"-*6 PAX 77"166 U.w..�. 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E'� 00, �T pT� AO � 1��OG t 4 W--- tow C 00r p 0 1*0 .2004 S iwicivm On p m I row NV lcw a RECEWW CffYOFTUKWU J U L 2 6 2005 PERMIT MfrM � G� 8 C-ATW A#4c)mw4scw • 'I ONEW PatcMTEC CP^YrCX4 ST. 86 P%k 41k► "W I. � F%4cm :)ATE ' JIV VON- Is ' fir• 2078a1 W P-,m 4 p �1 �1 i ' =E 1,6-f jt7l ....� Omni I 1' II I �i'FI I t1yt,�t�J r.21 o4 e 000 00_I* M • • EQUIPMENT �i'FI I t1yt,�t�J r.21 o4 e 000 00_I* Building component A. Niindow,5kylite Sliding a Swinging Glass Door B. opaque Door c. Roof /Gei l ing insu lation D. Wall insulation above i below grade E Floor Over Unheated Space Insulation F. 5iab On Grade Floor Perimeter insulation . Basement Floor .. H. infiltration M 2Q78al r EQUIPMENT SON6 FORM Description U or F Heat Loss Component Heat loss Value Factor Footage in BTUH Double NFRC certified .370 17.02 258.0 4391.16 5kylite uncertified 1.050 45.30 12 .0 57`i-b0 Mod 1 3/4 sc .460 21.16 + ,Wood 1 3/5 5G •, .460 II dpI 380.55 Insul. metal w /wd frame .160 "7.36 Insul. metal w /metal frame © , • , / / • • , I • / 1.66 1234.0 2043.50 R -38 .031 1.43 . \j� .� LLti'. .Y. ^L•.: ti. .'.�:• .Z• ".1•. .L .'.1 .L .05'1 \ :!.'.:' .. ' ' ;.. R -1q, wood studs � I .062 2.85 20'76.0 5920.75 R- 13,wood studs .082 3.TT R - 11 '.tir \'rl� \:' ti : ':C�•:•?� .:•�4}.`�: r:�Lti • :.ti .C\:r: .•.• •. i �•:titi'':•; ... ..v R -30 � }`�': .•.ti .ti f.• .' \ v: •.v.v.• • .tiY. • . ^ . • ti'�.•�; }: . .02q rII� 414.0 552.28 R -14 3540 24.54 I I I / R -10 • � I . f 27.60 .L "titi'�1ti�tip • \'. \. " •.1. �' ;•. •'�'` t'. i: L .L'. ':ti �J.•r \ ' \' }:1rti : : .•!•!•'. �•.L .,:ti1•. \` .,ti.� � Y� \L���1'1':•''ly' i'.���\':. V'i•..ti •.;: ^� .Y.'.'�.1'.'.•.'.i•.L•.. I i�LtiL'dLL11i `�Y.I �Vt,Lti S�� ti.i �• .ti :� L L ' �. 1 ..L•.'. •.�\ . ���� L•.`.'.'. \•.'.. •.L .. }\ . . L L;. 17 t�ti� \�S�v'y+r''l�Y''�W':.,4hS Y'�M11'` }L,��•Y.Srti'�ti '' �; :C5:'. L•{.� \•.. \: L:VL':':• •.�•. V • \• r { L' ': .L'J� 1` .�':." :i'}. ^.•.•t`.4':...i �.L : .l Design Heating Load r• - • -s LA OHL- (heated floor area) r•• :20 12 Minimum Required Equipment Size = OHL x 1.0 Building component A. Niindow,5kylite Sliding a Swinging Glass Door B. opaque Door c. Roof /Gei l ing insu lation D. Wall insulation above i below grade E Floor Over Unheated Space Insulation F. 5iab On Grade Floor Perimeter insulation . Basement Floor .. H. infiltration M 2Q78al EQUIPMENT SON6 FORM Description U or F Heat Loss Component Heat loss Value Factor Footage in BTUH Double NFRC certified .370 17.02 258.0 4391.16 5kylite uncertified 1.050 45.30 12 .0 57`i-b0 Mod 1 3/4 sc .460 21.16 ,Wood 1 3/5 5G .460 21.16 15.0 380.55 Insul. metal w /wd frame .160 "7.36 Insul. metal w /metal frame .360 16.56 20.0 331.20 R -34 .036 1.66 1234.0 2043.50 R -38 .031 1.43 R -21, wood studs .05'1 2.62 R -1q, wood studs .062 2.85 20'76.0 5920.75 R- 13,wood studs .082 3.TT R - 11 .0 4 1 1.aq R -30 .02q 1.33 414.0 552.28 R -14 3540 24.54 116.4 2881.44 R -10 -644 27.60 post 1g80 .01ax.6 AcH 0-50 17 8896.00 Design Heating Load 25476.51 OHL- (heated floor area) :20 12 Minimum Required Equipment Size = OHL x 1.0 25g76.51 Maximum Al lowed Equipment Size = OH L x 2 51q53.62 (May exceed Z00% of DHL if it has an AFUE of q0% or >) Proposed Equ i pment Size (Output) _00 iCfTY CW TUKWXA J U L 2 6 2005 �arrc�r� 6162 oe A �r .� i , '� �,,': `- 4� � :'�- 'S''`ty •� " D AYRN Sr 06 • 5. rw Ccc = 7W61" P- f TW6 i.� ��� __ ♦ '^�"(r =. _ _ mono=* '��.1. _ •'�'�wli►,,' ..T w ../ --ft. ter!- �..�•f�"► •'� ►� - _�I� �R � ."'r'M`� IP i i N .o i NII sw- T_ Past 2 � s - 11 -r' -1 � II i� II ;i it L xi J � ' i� BLS t 17 ;.}Ot ter' L - _ , .1 4 * 5f�t4�M�r� 2-12 "�io A.FS = t4A64 L.-.e7 VIx 0 1 II f N ago �ayB� o f a LL .3 iu� f eAg �14 3x \Woo `�5'.a.ic 5re�l we.w c Z�I 5TRAF TIE5/ H0LD0Y4N5 51MPBON STRON(5-TIE (133 4 160) U.N.O. HOLOOWN 15TRAP TIE FA5TENER5 FOUNDATION MARK i'(1) � 1 ANCHOR 0 (3,4) ICOMMENT5 I , MIN (UNO) ' T -1 I ! a � i i N .o i NII sw- T_ Past 2 � s - 11 -r' -1 � II i� II ;i it L xi J � ' i� BLS t 17 ;.}Ot ter' L - _ , .1 4 * 5f�t4�M�r� 2-12 "�io A.FS = t4A64 L.-.e7 VIx 0 1 II f N ago �ayB� o f a LL .3 iu� f eAg �14 3x \Woo `�5'.a.ic 5re�l we.w c Z�I 5TRAF TIE5/ H0LD0Y4N5 51MPBON STRON(5-TIE (133 4 160) U.N.O. HOLOOWN 15TRAP TIE FA5TENER5 FOUNDATION MARK i'(1) � TO 2 -5TUO ANCHOR 0 (3,4) ICOMMENT5 i MIN (UNO) ' T -1 I ! 3a - I(0 I G� T-:2 „ 1 , r i T-5 i o Cox D T -4 T--5 _ T -6 1- L ocate hold own., at each end of shearwall 4- Threaded rod d coupler as read 2- Cripple wall d gable end same as 5Y4 above or below 5 -H - 1® ea truss /rafter, A350 24" to gable ends, 3-Deepen fdn to receive holdown AB embedment rim j5t or Sill at fdn LTP4 d LTP5 = A35 5HEARY4ALL 5CHEDULE per 2306.1 5HEATHING ON 1 5HEATHNG 5HEATHING 5HEAR FLOW NAILING i 5ILL PLATE AB w MARK , 2X HF STUDS ®`EDGE 1 N I A L5 FI ELD NAI ELD L5 2 � N X N X 3/16 BA5E FLOOR TO TOP PL 2 •(2) 116" UNO 0 (10,11) I BLKD •(8,q) j •(S,q) PLATE '(S) OR FON SILL '(5) 1YIA5HER5 •(7) OIrZ wind= . l ti l / � e � G G Z L seismic= i� wind = �p l� seismic= 5Nt -3 a � � I 1 wind = seismic.= �5 ? 7 ► wind i ► 4. ,, - l �j I � 0� � - 1� �✓ - seismic ! ✓�.- w wina= seismic= ✓�' t �< :2-X I I wind = seismic= - t I 6 -Do not penetrate past flu5h g -If using nail gun, 0.131" x 3" = Sd common 7- Anchor bolts embedded min 7" into concrete 10 -There E.5. is indicated, and nailing is <6" oc, REC04M min 2 bolts per piece 2X PT min sill UNO joints to be offset to fall on diff. members, or C YOFTUK ILA 8- Common nail5:8d=0- 131 "x2- 1/2 ",10d=0.148 "x3" use min 3X mbrs and Stagger nails 12d= O.148x3 -1/4" 16d= O.162x3 -1/2 ", 11 -if 5iN de�si 9 9 n value > 4q0 #, framin members J U L 2 6 20 r 16d5i -1/4" receiving edge nailing from abutting panels to 'Zx-& NiM LO17 -r I,.- Ix 7/l& 655 (Z) be 3x(m in) stagger all joint and s ill plate nailing. 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N (�3�� -0000��� d�'1'1 'mss /M�7rn��' (�li��fa ��ll�oi /rn�ro{-i tiollgt[tGHi r � =� �►� � � �! ��yf -� xvr, ffiO6 Ag:;FLINIQ I • _ 4 to ♦ 1 I r AoW s- lw LUCA^ Ag J. v 00 Y IQ44� sloop ON� X7, ;4 fi'�� � 1I� X11 Vr � �•1l1�,ir.�'0� ., �O C , l ! , , S J'IO Ci W0r i i t YrcrNt yam,' Ari�'�''' ' 7 , 1 , 'e 2 -001 04t'I lf000�/45� IV011��S �I 61—:4 'OF _ . _— - - .. � f N � a, W. rt Q i 0 . �36 : ��,,`, tea= -; t�. do:- off-- N qtr' �. 4-01 !Q' -Won" -y- w « ? ; r.. M 6 Oil) r �'��11r�Jpr+ga 1� 1 �$ it a� = t� IL All 9 I I I 0 IS 11 N�+ N}/n 1 pll•tklttl NtltIWN1/w44N�•,vINIwIMY•. ` .. ........ ... .......... . «4w• «.•... .•....1.•.......• IF ..... •. ...•........ , • x. . ...: .1... .. . 11 ............ I....... I...... . .. J to t.. Itill.111144 ... 9114'. — 1, 1 1 .... .... ........ I. . ..... ...... ........ . . ..... I .......... . ..... . ........... .... ...... ........... ......... .. .. ....... ........ ....... I. Pit .... 1114. ....... ....... ...... .... ......................... .......... ...... ...... 33W. t. Sol— U.— ....... ... lot �r ... ....... I . ...... 1 ... ... ........ .... took %6— • �'+ tY.• Iw.• • • .. » • 1..»111. »•Iltll••t1 LA-) CN4 (40 CN Lu I LL 11 .11111 look ....... ...... to—, ... .1411 6. ooij..—tsoi. to I. • -W ff 11 11 1111» So. ........... 6,91PI1.0 ......it;....... ......... pot — Z -map It YL 4P-MIP to -4 It ....... 1 t to :,, 1..tt111..!.Itl•...t111.....111 ..It!Id.� " � - - ,.•y. .Nl.bwalp • » !IN••g 1114.. N• +'•'t}i / , •t• .. » �` � + " ...... It •.. ...•.... ........ ...•. .•, 1 —4. .. .... ..., .... I ..... . ... ......• •. . . •. • Lpal , 1 11 0 ❑ a • F File: D05 -0270 35mm Drawing #..I 1 _ = N - — o N T� Job #: Address: L- eaal: Tax: Oji-y Lot Area (� 5a v Powell Home Builders Inc. '4 - /zli!3 Impervious Summary: y5a5,6 House: i.2, C,fo Drive: 3 I fQ //, C3 Walk/ Porch: 9 15 % Coverage: Y , (TodOdES E ,a i Ot2i'v9 g oa:Tk These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not autho rize violations of <:dopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these d. ra —I ngs after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Fina] acceptance is subject to field inspection by ,lie Public Corks utilities inspector. T ?ate: By. 4) 1 70,40 � AA AUG 1 1 2005 PERMIT CENTER INCOMPLETE LTR #____� 79. a5l F-r &:, RbpF hW 0195OW230