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Permit D01-231 - SINGH RESIDENCE - NEW HOUSE
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. DO1 -231 Singh Residence 1341948 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 9, 88, 90 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. SINGH RESIDENCE 13419 48 AV S LOT 4 D01-231 Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2613200023 Permit Number: D01 -231 Address: 13419 48 AV S TUKW Issue Date: 12/11/2001 Suite No: Permit Expires On: 06/09/2002 Tenant: Name: Address: , Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contracts RAM SANTOKH 4241 S 182 ST, SEA TAC WA HARRY SINGH 222 S 152 ST, #22, SEATTLE WA H S HOMES & DEVELOPMENT INC 224 S 152 ST #45, BURIEN WA )r License No: HSHOMD1043D7 Phone: 206 243 -3023 Phone: 206 - 261 -7657 Phone: (206)261 -7657 Expiration Date: 12/04/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,388 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 40 SQ FT OF COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE AND LAND ALTERING. Value of Construction: $213,628.40 Fees Collected: $2,814.55 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Public Works Activities: 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 116 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** doc: Devperm D01 -231 Printed: 12 -11 -2001 City of fukwila � Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to regulating constructionpr the pgrformance of w Signature Print Name: All provisions of law and authority to violate or cancel the provisions of any other state or local laws I am agjthorized to sign and obtain this development permit. Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D01 -231 Printed: 12 -11 -2001 1 g Cit y of u k calla im Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2613200023 Permit Number: D01 -231 Address: 13419 48 AV S TUKW Status: ISSUED Suite No: Applied Date: 07/31/2001 Tenant: Issue Date: 12/11/2001 1: FIVE FOOT SIDE YARD SETBACK IS TO BE MEASURED FROM UPPER FLOOR, NOT FOUNDATION DUE TO OVERHANG. 2: The Land Altering Permit fee is based upon an estimated 116 cy of cut. No fill is shown on the site plans. 3: * ** Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 4: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 5: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shal I bear the seal and signature of a Washington State Professional Engineer. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (2964722). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: All mechanical work shall be under separate permit issued by the City of Tukwila. 14: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 17: For short plat development (four single family homes or less), hydrants shallbe 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 #1692). 18: 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 #1692) 19: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrants exceeds 250 feet. 20: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding doc: Conditions D01 -231 Printed: 12 -11 -2001 City of '?ukwila � Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the listing for the sprinkler type. 21: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 22: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 23: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: THESE PLANS WERE REVIEWED BY INSPECTOR 510. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)5754407. 26: 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 28: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. 29: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA Q (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 30: Driveways shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 10'. hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance o�ork. Signature: r �l Print Name: T/ Date: doc: Conditions D01 -231 Printed: 12 -11 -2001 CITY OF TU#VILA ° z Permit Center r° 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 rs`oe (206) 431 -3670 Project Number:. Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: �/® ®�j , 4�.0 —2 1- lDSd9 Value of C �ruc i n* Site Address: City State /Zip: Tax Parcel Number: Property Owner: � � � Phone: / erS Street Address: � City State /Zip: Fax Contractor: Phone: &6-Z67-7K57— l Street ddres � g City State /Zip: Fax #: Architect: °aE r') Iv �M.,A/ Phone: -Z53,77 - -3R Street Address: City State Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ppC �� Street Address:�'go • � �GU City State / �� Fax #: Description of work to be done: ozl Type of work: New Single- Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: `; Sewer ❑ Septic (King County Health Dept approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 3 sq. ft. Dwelling d1V sq. ft. Covered Deck(s) -t'",r sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For n gcsory dwelling, provide he following: tFj 1� Lot area Z 00 Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. APPLICANT REQUEST FOR PUBLIC OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (}pain to vault) #: Size(s): _ ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (inifials) 3 / -D/ - 4Z PLEASE SIGN BACK OF APPLICATION FORM ; r SFPERMIT.DOC 2113197 DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMI ED ❑ 19 r Copy of recorded Legal Description from King County ❑ 9V/1 Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 /Four (4) sets of working drawings, which include: 13 nrl Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ LyJ y, Foundation plan and details ❑ Floor plan ❑ ,L�7/ Roof plan ❑ LY Building elevations (all views) ❑ ,..,�/ Building height ❑ 15 Building cross - section ❑ Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available ��at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Lam' Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, U ❑ M r/ I Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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 OWN R OR A UTHORIZED,4 GENT. Signature: Date: Print name: 'A P onr �J� Fax���yy��7� Address: s- 2� ity /Sta e /Zip: _.._ SFPERMIT.DOC 211.3197 CITY FORM NO. 1 1912 ADOPTED RY DIVISION OF MUNICIPAL CORPORATIONS. ,LA jq CITY OF TUItWILA TREASURERS RECEIPT 0 DATE `�' 1908' \. , Received. of �> '/Y7 Dollars, FOR � j , .c.. t cam- x -ca- /„ u - -, r r ", ? /c _.,�.. %` "�i1i G 1 h TOTAL'�?<)' J 1.r - -5' BY DEPT: ;, �m�sr.-e- �earrrx.. - - ^exicar _ sc�ese _ � anvry H.S. Homes and Development Inc. (206) 261 -7657 & (206) 246 -0462 224 S. 152nd St. # 5 ` 1s- 2/1250 WA Seattle, WA 98148 Date 008904 Pay to the Order of — � I Dollars 8 W Bankof America. � ' Burien 008904 Washington .. . For WD DIANSWETYBLUEWDSL �. City of?ukwila ism% • 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200023 Permit Number: D01-231 Address: 13419 48 AV S TUKW Status: ISSUED Suite No: Applied Date: 07/31/2001 Applicant: Issue Date: 12/11/2001 Receipt No.: R03 -00078 Payment Amount: 500.00 Initials: SKS Payment Date: 01/24/2003 11:30 AM User ID: 1165 Balance: $1,500.00 Payee: H. S. HOMES AND DEVELOPMENT INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3687 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 500.00 Total: 500.00 471.4 OVA27 9710 TOTAL 500 n 00 doc: Receipt Printed: 01 -24 -2003 " �' City of Tukwila � , X k "o 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200023 Permit Number: D01 -231 Address: 13419 48 AV S TUKW Status: APPROVED Suite No: Applied Date: 07/31/2001 Applicant: Issue Date: Receipt No.: Initials: User ID: R010001534 SKS 1165 Payee: H S HOMES AND DEVELOPMENT INC TRANSACTION LIST: Payment Amount: 2,259.61 Payment Date: 12/11/2001 01:50 PM Balance: $0.00 Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3184 2,259.61 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING — RES ---------- - - - - 000/322.100 -- ------ - - - - -- 1,632.15 INSP FEE — STORM DRAIN 412/342.400 15.00 LAND ALTERING PERMIT FEE 000/322.100 54.50 LAND ALTERING PLAN CHECK 000/345.830 37.50 PLAN CHECK — RES 000/345.830 505.96 PLAN CHECK — UTILITY 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,259.61 1632 12/12 9716 MTAL 5962.40 doc: Receipt Printed: 12 -11 -2001 A,h�•�•&dt��54•A•�•� +'r���zk�• desk• �• ���slfe�•• k%• k' kititk��• drds�fi• �• �•• Az4•k dris�it��sl74ik� .a•k�ral *5t•lr�•st CITY OF TWILA, NA TRANSMIT TRANSMIT Number: R0100975 Amount„ 54.34 07/31/01 13:18 Payment Method: CHECK Notation; HS HOMES & DE:VE:L Is ij: SKS Permit No: {01-•31 Type: DEVPE:RM DEVELOPMENT PERMIT Parcel No: 261320 -002: Site Address, 13423 48 AV S Total Fees; 1°413°19 This Payment 554-94 Total ALL Pmts-. 554.94 0alance 858«25 ����n�l�, ��a��• st��• ��• ��a.• ��• a���lst��tst• ��st�• st��. �• �t• n���� •s�:t��t,l��•�•�������•�•��•� Account Code Description Amount 000/345.830 PLAK CHECK _, RES 554.94 :�t) : 7tt, 'TOTAL 1664-82 . � �. • !r INSPECTION RECORD rv�t Retain a copy with permit t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec : ,[ 6r K,v Type of Inspection: /�� Addre� �' Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. R Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 3 % 01 _ ,z30 r- I Au, s 99WOV tD UD � -%3a C moI_ D-8 ik E �MD 3- 01A " F << 10 f0g r g@4.Q0arAL M04 -tZg ANv COfA '4-vl'lreQ Al-(- �IVSP. �Mo I - I?-Ii k`E�< Roj�uepdrF�� bo ;A� Avs �M03 - 169 I -Ir4A�4 05/67/OM 1 - ss ut U s Is dtfst... A# c� -64d e , 0.9. /; p flew F7 �3 INSPECTION RECORD Z) 0/- 2 Retain a copy with permit INSPECTION NO. PER O. + CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Zl� AY Type of Inspection: Address: Date Called: 7-z7 -ate _ Special Instructions: 1 //• (�� 1�- 4�Jc.r,� Date Wanted: a.m. 7-Z 3-03 p.m. /' fin " G� Ci • Requ ester, z -a Phone No: 7 06 WApproved per applicable codes. 11 Corrections required prior to approval. COMMENTS: OY1 L 1, ro n ispector. t Date $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: INSPECTION RECORD .Retain a copy with permit INSPECTION NO. r ( -) ;' t 1 ; PERM L' CITY OF TUKWILAAUILDING�DIVISION 6300 Southcenter Blvd., #1 "00, Tukwila, WA 981 -8,$ (206)431 -3670 Pro' ct: Type of Inspecti :0 Address- D Date Called: y Specia�lris�aructions: , t -7z l Date Wanted: L � Y`v'�A a. ' N/� fix" • /( /� /% �j /�® %/ /y— (J(,/,(�— Request 1 l rf elJ /r* Phqbe No: _o -%-10/ wr rFk-h-,o ❑ Approved per applicable codes. V Corrections required prior to approval. COMMENTS: s- e 1 i , , `1 F1 $47.00'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter.Blvd., Suite 100: Call to schedule reinspection. Receipt No.: Date: i a �C i 2.,/ INSPECTION WECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter Blvd., #400, Tukwila, WA 98188 (206)431 -3670 Project: A511-) S ka Ty Inspectiion: C_. Address: -- �/ / Date-Called`; 03 Special Instructions: Qz e1 Date Wanted: a. m. equester -51 67V Phone No: Approved per applicable codes. /RCorrrections required prior to approval. Arm:, -J $47.00 REINSPECTION ,FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: N C I J .:r la « 19 1l .jw 1� ..%Anif: l�, ZA ♦ 7 _�. eg �L ,. IM- - I _ i .// Arm:, -J $47.00 REINSPECTION ,FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: N C I J .:r INSPECTION RECORD INSPECTION NO. Retain a copy with permit �.'. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 -3 4 J PERMIT NO. IV/ (206)431 - 367 Project: Type of Inspect* n: Address. � �� ,pate called: Date Special instructions: wanted: " ) a .m. �`�C. Requester: Phone: Approved per applicable codes.: FI Corrections required prior to approval. u at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: J"' . Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98185 PERMIT NO. '(206)431 -3670 P gject: ff __ Q pe f- Inspection• Addre s: 1? -1 S. Date called: Special instructions:. P0�1 it p 00 / ;Pate D wanted: ' M. � o �� p. Requester• r PhoneY� Approved per:applicable codes. ❑ Co ions required prior to approval. ( =-I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 � PERMIT NO. (206)431 -3670 Project: 5 c l 0_f1e&n e e Type of Inspection: a /mo d ddr i Date g1l e Special instructions: Date wan e�d:(J a.m. Requester: <, Y Phogg�^i0 7(O 5-7- ,\V\&Az,, 1Y r Approved per applicable codes ,. - _ INSPECTION RECORD I Retain a'c'opy with -permit bo ! °�3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING -DIVISION 630OS6uthcenter-Blvd,'#'100, Tukwila, WA 98188. (206)431-3670 Project Type of Inspection: Address: 1 141 Ot 1-1 Av Date called: IZ� Special instructions: n-7 Date wanted: a. m. -a2 p.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. N NI ft COMMENTS: r C YCA I A-) C pl) if C4 g2,0 r Q Vito 0 OIL Ize, Go "i..9 Uf QA rQ; V\-194 -ROQ r, I Or I A 11I t�L C' of A() VN -Q I V\ C WD W M 8 V\04 9Q rQA F—] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite, 100. Call to schedule reinspection. Receipt No: * I Date: / INSPECTION RECORD'`% I� f EQ Retain a copy with permit t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Proje � / Type of nspe Aionv57 Address: 9 y� .S Date called 7 :��z -Special instructions: Date wanted: a.m. p.m. Reques e : tRr Phone: &I ,Approved per applicable codes. El Corrections required prior to approval 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD O Retain a copy with permitn INSPECTION NO. rC�<� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pr }ect: r tj h Type • _Inspection: tiYYt l Ad ress• � / n � Date_ II Sp. 6cial instructions: ! F doss• h[.e � + E� �„ �{ 9fam Date an U/ Reques er: Phor�, • ��— 76O 7 �(r ' 07 VA pprov per applicable codes. a Corrections required prior to approval. COMMENTS: 0 sp ct C,4 I Date: 2 G 0O $47.00 REINSPECTION FF �RREQIIJIRED. Prior to in pection, fee mus be paid t 6300 Southcenter Blvd., le 100. Call to sched le reinspection. Receipt No: ate: INSPECTION RECORD ffPERWT Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670` ci t: Z -Eect: �w w n Type of -'9p ion: Address- 1 1`1 1 Date called: - Z--- Special instructions: Date wanted: a.m. p.m. Requester: Phone: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: I pecta : Date: - % ^Z3 ❑ 7 00 REINSPECTION FEE EQUIRED. Pri to inspection, fee must be paid at 300 Southcenter Blvd., She 100. Cal, o schedule reinspection. Rec pt No: Date: 1 q INSPECTION RECORD "NO. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 lect. N q @ Type of Inspection: CLAZr Ad ke I u p Date called: Special instructions: Date wanted: a. m. Requester: Phone: 'Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: k Date: $47.0 REINSPECTION FEEVEQUIRED. Prior to i spection, fee must be paid at 6 00 Southcenter Blvd., Sul e 100. Call to sch Jule reins ection. Re No: Date: 'INSPECTION RECORD Retain a copy with permit INSPE(AN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981488 (206)431-3670 P ct: Type qMspection: F—1 Approved per applicable codes. COMMENTS: qew IG; Corrections required prior to approval ON Address cl /kx CZ Date ealled: Da I%? Special instructions:) 07 30 Date wanted a.m. Request P 6 e: 0 a?Q 7_LP5 7 1 F—1 Approved per applicable codes. COMMENTS: qew IG; Corrections required prior to approval MMMM nl_� LM-F. i Mig 1"PAW-i 1WHIP-MCNIN 'A or: Date: V 47.00 REINSPECT' E ION REQUIRED. Prior • 0 inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to silhedule reinspection. Receipt No: I � Date: �,C INSPECTION RECORD DO I.- Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 P P * It ec : pj ' ' '�e 174 h Typ f Inspection: ALLr a Addres 5:1 - /-/Y /1Y /3L/71 Date calIQ6: Special instructions: Date wan -M - ' Requesfer;. Phone: E] Approvi6d per applicable codes. 1-4�yCorrections required prior to approval. E4191MA UVA I I U&M �' l _. _ a wiam EN1.Wff-- a w INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Prod / ,v Type nspection: Address: //7 �l/J Date cal —/6- -e Z Special instructions: w Date w _ed a.m. Reques Ph o . e: Approved per applicable codes. COMMENTS: C'At Corrections required prior to approval. Inspe?300 A Date:EINSPECTIION ME QUIRED. Prior to in/reinspection. on, fee must be paid outhcenter Blvd., Sui 100. Call to schedu R ipt No: -- Date: I a FPERMIT b ' ' INSPECTION RECORD ��..// Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION AC 6300 Southcenter-B.lvc1.4100; Tukwila, WA 98188 (206)431 -3670 ect: 11� � I _( n Type nspection: 1'2 ' dd0 LIE A-v S Date ET� D Special instructions: Date an edf D m. p.m. Reques r� CL Y l Phone: r_ FlApproved per applicable codes. R1 Corrections required prior to approval. • I �' 1W i �' iii r ii i MY _ iM _I'd PP_ . t.. -— _ - l 0 $47.00 REINSPECTION FF EQUIRED. Prior to inspection, fee must be paid , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project- #� TYPe f Inspection* J- ����!/�2/� A . , 121 � �f Date called: _ 9 Special instructions: Date waned: ,a. m. / p.m, Requester: �1 jg Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 6/ Inspecto� � Data--r' . , .1� 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: . '� a E INSPECTION RECORD FDO' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 :t Project: 1 r Ty 1 f Inspection: Vt G P to VA J �� e<` C S AV AV Datec called- M`on o` Special instructions:: Datelw4nted: a.m. 1 ^ - 09 p.m. Req Tam Phone: a ono — MLApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: Ll 7 ❑ $410 EINSPECTION FEq QUIRED. Prior to inspection, fee most be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: INSPECTION RECORD a3 Retain a copy with perm_ it INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 C ject: Type f I "spection: Approved der applicable codes. CorrectiotTs required prior to approval. u - at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Address- 4f Date call d• A (� sta instructions: I Date wan d. m. M. Requ ster: Approved der applicable codes. CorrectiotTs required prior to approval. u - at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: 4' INSPECTION REC ORD 4 F0 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670- -Project* T f I t�i�on. r i tU A 'A A) �rT s L4 Av?,S, Date called' `m �pecial in'strudtions: Date wanted. 1, Pal to m 2 Requester: Phone: V W�fl Approved per applicable codes.. E Corrections required prior to approval. COMMENTS: Inspector: Jr Date:�_/J,,,o AA A, �,41A v r] $47.04RjXSSPECT1ON REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche dule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .I.�. 09/-23/ PERMIT NO. (206)431 -3670 Project: Type of Ins ection: Address: Date called: Special instructions: "� lo % 0 Date want-,]* Requester: Phone: Approved per applicable codes. ❑ Corrections required prior to approval U at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD' Retain a copy with permit INSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670. P 'ect: In hP ode . e- Type of Inspection- fa j 1 ddres : HIS � � Date cajl'` O Special instructions: Date wanted- --) - p.m. Requ st r: , Phone\ ( 7&5-7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )4 A $ 0 REINSPECTION FEE R D. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 4 all to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain. a copy with permit INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dal - a 3 S. PERMIT NO.���� (206)431 -3670 Prvje C-t: r A ` J.,rz Typ f Ins fiction: Address: Date called: . "-Z pecid I Ins ructio s: Date wante fain. Requester Approved per applicable codes. Corrections required prior to approval. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD��_�/ �y(� Retain a copy with permit ?J INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 73670 ype T of Pr ct. Yl Pe-S d OLD r `" t Uy�' a d'1 1 gn 7 .� Addre l� I Date calle i /C�2 a' 7 G / Special instructions: Date anted: a.m. p.m. Reques r. I,, d /7 00 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FE 4QUIRED. Prior to inspection; fee must be paid at 000 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 kbo i' / ] 4� PERMIT NO 40 (206)431 -3670 Project: kAA "A�- Type o Inspecti n :( ��}���t� i2U -11 MA FCVl 1 V%4 Address: Date called: Special instructi6ns: Date wanted: a.mj 0'®i p.m. Requester: Vl Phone: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ` 1 P 1A n IP 'P Mir $47.00 REINSPECTION -EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: INSPECTION RECORD _ Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818f(206)431-3670 P oject: � Type f Inspe ! io : Apddress: r 1, . A � Date ca e c 1,2_ /C& Special ins uctit ® Dat wa d: a.m. C_ I ol rv—m-� . Requester: FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: o° Date $47.0 REINSPECTIOWfEE REQUIRED. Prior to inspection, fee must be paid at'6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 -3670 Pr ' t: 1 l T pp of Inspe do , AdZress: 0 Date called' r Special instr ctions: Date wante / m. i' . r .m rJ \ CX4 1 v1 Sol Requester: J V-\ OU �4 t AG Ph q- 24 Approved per applicable codes. Corrections required prior to approval. 0 COMMENTS: C, of i' . r VA , 0 � sneA it) VA rJ \ CX4 1 v1 Sol !njo i J V-\ OU �4 t AG ' ' • 010i .i ❑ $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: I Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION !/ 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 -3670 Project: Type of Inspe ion: 'Address': 9 Al - Date led: Special' instructions: Date w me m. 7' Reque ter: a � Phone: -) " Z co ° `7 cag 77 FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: c a C tP�en.,. G � � �i1f ♦ � 1 P� V(}4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: I Date: LA". SO INSPECTION RECORD Retain a copy with permit 1-col-da I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: SD Address: V Date Called: Special Instructions: a� 0 + Date Wanted: a. m. m. Requ � rZf � er: � )ei1Sc acs % � Phone No: Poi — Approved per applicable codes. COMMENTS: d d Corrections required-prior to appr val Inspector: / I I Date: ,I _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'at 6,300 'Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPtr-TION "RECORD Retain a copy with permit ✓/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: S0 , ® �� l Type of Inspection: �/l/ Address: d.3AIl9 4 Aver Date Called: ®�� - 403 Special Instructions: e Date Wanted- a.m. 15 — 63 P.m. Requester: �+ Phone No:206— 261_7L57 Inspector Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V"00 Approved per applicable codes. Corrections required prior to approval. COMMENTS: v 11J "0,11 , 0 .t CN Td- Inspector Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V"00 INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Prole t; �� Type of Inspection: Address: �; Date called: O Special instructions: Date wanted* ? Requester: Phone: Approved per applicable codes! Corrections required prior to approval. COMMENTS: W&--k f u )f Inspector: I Date: It � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i AMk INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING COMPUTER SOFTWARE & CONSULTING COMPUTER NETWORKING & MAINTENANCE HTTP :HMEMBERS.AOL.COM/SPEARsENG/ FILE #: DATE CUENT. �+ P[lt wrp DAILY REPORT PROJECT: INSPECTOR: CONTRAcroit SPEARS ENGINEERING & TECHNICAL SERVICES O WFATHEIt G i 1 �' .-pv► - .2 3 42 poi �3c / G/ E-7- l 2�F4,2, /1' P.O. Box 1007 PHONE: (253) 833 -7967 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 RECEIVED DEC 2 n 2001 BUILDING DEPARTMENT 9 Agft INSPECTION & TESTING SERVICES SPEARS GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & COMPUTER SOFTWARE & CONSULTING TECHNICAL COMPUTER NETWORKING & MAINTENANCE HTTP : / /MEMBERS.AOL.COM /SPEARsENG/ SERVICES DAILY REPORT - /�i� -i S' FILE #: PROJECT: f��� .� •,� - PG• r DATE ,�` 1 6 ` C7 l INSPECFOR.. CLJENT: COMRACTOIt PERMIT: WEATHER: 7� A 2/LI�i cy 0/✓ S i t 7-5? 's 3 4:21 wt 7y a w, 7 �s �ro fzv�K o/.va _ ��.✓n /mss L9�' i s f_all-, - �G'C �J 7�C� /� Gr/� i �? h.-T G v�?��� r�9�/ yy✓ l x-35' S7. r� � . G--o� �.�hz�, n/S' de/�� 7S �c EXG�1/� c�✓.✓ �r'z�r �.y1�r� �/_ %�.� -n/t/E S�z�/ y,L i9 �4i �ssv.✓ Gd`ir� w %�v /YV O��',¢�v! �.S !� - -_' _ r��ti - �r''`a.2 ls �-raG ����,4��.✓ .tea � c��,ori�� Lit �r✓O (3y. vt� / GoyfL� c .- l� �`�`2- �� G'JGL. /L C G✓C Gd On/ S i 7`-7- - e,4, dilli -00MG >, DEPARiiI�iENi' P.O. Box 1007 PHONE: (253) 833 -7967 {AUBURN, WASHINGTON 98071 -1007 FAx: (253 ) 735 -2867 nil-as OX OVM o OTC - V n� Z M ri life-Is" IM j 100 R o N- Ir—r \IS 4- Ox OIFM 4 ,11-11i . x le WO; O IL lu L 12 N J I r I? 0 M J 4 FILE COPY 7.0- that the Plan Check a pr vals, MW P.7 subject to errors and prov omissions an al ..... ..... plans does not authorize the*violatii n )f any adopted code or ordinance. Receil con- tractor's copy of approved plans ac In wledg oil By 11n Date- PermitNo. "A �'� 1'l,� ±��,� hid, 2 �Ol -Z 3/ a� Ix III is I. G=: �! AL D j� J J � DIU < IL � -3 7- LLI IL Zit P It I ------------------------------------- .0-.qG Jp ... .... .... .... .. Q �l Li 'G piVi ----- `---------------- - - - - -- • t .o --------------- 4 /76 2 -3 �Q €9C ■r��.iI1MIA�l n c�if%ct� arn,!,,,rcva1s at 2- 4-, sunji,.1ct to errors 4 y;;-iiation off any does no", au". ado-CAP' co-Je Or 01' inance. Rer-eiPt Of `0711- tractor's copy of approved -,-CknovJeQ'ged. J T EL Date' Permit No. CITY OF TUKWILA APPROVED MAY - 14 mv go,fr,ft, Kfi) AS L MONG - 20 6 /?-5 L=1 RECEIVED CITY OFTUKWILA MAY 0 3 2002 4EVIS EVISION D o 1 -z31 17 1100!' ALAN CITY OF TUKWILA APPRovED MAY - 3 2002 AS tv'j". I Lb Sq "0*4CI ,_ 11V4 _4 These . plans have been reviewed by the c Works Department for conformance with current , - pity -- standards °-.A i ce tance p s subject to errors and omissions which do' not authorize violations of v adopted standards or o responsibility ordinances. The res for the ad u p �' — �� f eq 21-Y o the design rests totally with the designQt:. Additions, deletions or revisions to these --------- - - -_ -- drawings_ after -- this -date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. . Final acceptance is subject to field inspection by Z the Public_Wgrk&_Utilities inspector. CORRECTION Date: 7` By: LT R # 09. 2 1.01 RECEIVED CITY OF TUKWILA SEP 12 2001 PERMIT CENTER Doi -z3► 797' , �J�� 0 al !o 1908 CITY OF TUKWILA Permit Center H=1 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ACTIVITY #Telephone: (206) 431 -3670 Vol V --Z!;& WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH r 1. HEAT SOURCE: !, ga oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE NO MANUFACTURER FRAME MATERIAL MODEL SIZE U-VALUE I AREA �.F. � 5 x Za zo X f ?� 5 -y Y `3 � 2- S 'X l 3`5— Z� TU I AL ULALINU AHCA (add entire column) TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING FLOOR AREA PERCENTAGE �g S.F. _ S.F. x 100 = '�99�c� The proposed glazing percentage must be less than orequal to the glazing percentage �ted under the . P 9 9P 9 q prescriptive option that is selected. ENRGYCOD.DOC 2113197 :' ii WASHINGTON STATE ENERGY CODE TABLE 6 -2 PRESCRIPTIVE REQUIREMENTS ** FOR GROUP R OCCUPANCY . CLIMATE ZONE 1 • HEATING BY OTHER FUELS Option HVAC9 Equip. Effic. Glazing Area ": % of Floor Glazing U- Factor Door 10 U- Factor Ceiling' Vaulted Ceiling' Wall Above Grade Wall* int` Below Grade Wall• ext° Below Grade Floors Slab on Grade Vertical Overt ead ' 1. Med. 10% 0.70 0.68 0.40 R -30 R -30 R -15 R -15 R -10 R -19 R -10 II. Med. 12% 0.65 0.68 0.40 R -30 R -30 R -15 R -15 R -10 R -19 R -10 ; III. Hieh 2I% 0.75 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 IV.* Med. 21 % 0.65 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 V. Low 21% 0.60 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 V1.' Med. 25% 0.45' 0.68 0.40 R -38 R -30 R -19 R -19 R -10 R -25 R -10 VII.' j Med. 30 % 0.40' 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -25 R -10 VIII. I Med. unlimited 0.25 0.40 0.40 R -30 R -30 R -19 R -19 R -10 R -25 R -10 " Reference Case ** Nominal R- values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19 %, it shall comply with all of the requirements of the 21% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25% or less; 0.45 maximum for glazing areas of 30% or less. 8. Reserved. 9. Minimum HVAC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HVAC equipment efficiency requirement for heat pumps. 'Low' denotes an HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5 -7. 10. Doors, including all fire doors, shall be assigned default U- factors from Table 16-6C. 11. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.40 or less is not included in glazing area limitations. 12. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5: 38 7/01/01 Acfllllrq:* vo i _ z3a I Washington State Ventilation O 0 Pei) eep as 1 N6* And Indoor Air Quality Code 303.3.4 Source Specific Ventilation Ducts: Source specific ventilation ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Terminal elements shall 1 l� have at least the equivalent net free area of the duct work. ,Terminal elements for exhaust fan duct systems shall be i screened or otherwise protected from entry by leaves or r dier_�nate�ial, � r 303.4 Prescriptive Whole House Ventilation Systems: Whole house ventilation shall be provided by a system that ti meets the requirements of 'erSection 303.4.1, 303.4.2, 303.4.3, or 303.4.4. A system which meets all of the requirements of one of these Sections shall be deemed to satisfy the requirements for a whole house ventilation 303.4.1 Intermittent Who House Ventilation Using Exhaust Fans: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using exhaust fans. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.1.1 Whole House Ventilation Fans: Exhaust fans providing whole house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table 3 -2. Manufacturers' fan flow ratings shall be determined according to HVI 916 (April 1995) or AMCA 210. 303.4.1.2 Fan Noise: Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (October 1995). Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. 303.4.1.3 Fan Controls: The whole house ventilation fan shall be controlled by a 24 -hour clock timer with the capability of- continuous operation, manual and automatic control. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation fan without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.1.4 Exhaust Ducts: All exhaust ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Effective 7/01 /01 303.4.1.5 Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure ati flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means where permitted by the Uniform Building Code. Doors shall be undercut to a minimum of 1/2- inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: a. Have controllable and secure openings; b. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c. Provide not less than 4 square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard (HVI 901 [November 1996] ) are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces; or garages. EXCEPTION: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that cornmunicates with all habitable rooms and the interior doors are undercut to a minimum of '/i- inch above the surface of the finish floor covering. JOB #01- 333 - STRUCTURAL CALCULATIONS ALTERNATIVE DESIGN & PLANNING FILE C0EY__,__.,,- DANIEL TYRRELL, P.E. 2121 MERIDIAN EAST, Suite #9 EDGEWOOD. WA 98371 (253) 568 - 799.1 DO lop 20,51 SCOPE OF WORK Structural analysis of a two story residence. Analysis has been based on the listed load and design parameters. DESIGN AND CONSTRUCTION NOTES JOB #01 -333 1. All work and materials shall conform to the 1997 edition of the Uniform Building Code. 2. I -joist floor system design as per manufacturer. Where conflicts arise with overall design concept, notify building engineer immediately for appropriate modifications. 3. Roof truss design and fabrication shall confirm to ANSI/TPI -95. Engineering Design and shop drawings shall be sealed by a Professional Engineer licensed in the State of Washington. As per Washington State Labor & Industries the load duration factor used to design members and connections to be 1.00. Truss engineer is responsible for all truss to truss connections as per ANSI/TPI -95. 4. Trusses shall be designed for the following load conditions: Snow Load = 25 psf Roof Dead Load = 17 psf Floor Live Load = 40 psf Floor Dead Load= 10 psf Wind Load = 80 mph, Exp D Seismic Zone = 3 5. All lumber in contact with concrete shall be pressure treated in conformance with AWPA C -2 (A Retention). 6. Concrete shall conform be 2500 psi minimum at 28 days. 7. Securely fasten 1/2" plywood or 7/16" OSB sheathing (APA rated 32/16) to the roof with 8d nails 6" oc edge nailing and 12" oc field nailing. Secure sheathing to drag strut with 8d nails 4" oc 8. Solid blocking required at all bearing points on both roof trusses and floor joists. M Daniel J. Tyrrell, P.E. �,=ulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e-mail danieltyrreli; Dmsn -com PROJECT JOB # a/- 333 PAGE Z OF 110r DATE 6, - -e/ 7 ; : / : : i 5 : tiU•1 , I Daniel J. Tyrrell, P.E. rwonsulting Engineer' 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltWell @msn.com PROJECT JOB # O/' 333 PAGE 3 OF 3 � BY /J7- DATE lv-Z0 -4/ Daniel J. Tyrrell, P.E. Gonsuliing Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieityrrell @msn.com PROJECT JOB # a/- 3 33 PAGE y OF BY O r DATE C' "Z O - a / Daniel J. Tyrrell, P.E. onsulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieityrrell@msn.com PROJECT ������• D�siy.�c- JOB# f,1-333 PAGE S OFaL BY DATE & -Zd - o/ ���✓ ; �/,�.,. /% %% ,Loa ✓' s�.c� y G✓ -�-!� G -J�.il 8 -7 - - - -- - - - : /Z 73 75 G�3 : r : Daniel J. Tyrrell, P.E. ronsultfng Engineer 2121 Meridian East Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail danie"ell@msn.com PROJECT JOB # el-M PAGE Co OF *3/ BY IJ7- DATE j -3 7-- 65 7- ----------- ---------- 6 Daniel J. Tyrrell, P.E. ri.onsulfing Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrell@msn.com PROJECT JOB # 0/- 333 PAGE -7 OF BY DATE &- 2- c? -Ca/ Daniel J. Tyrrell, P.E. PROJECT -Consulting Engineer 2121 Meridian East, Suite #9 JOB # �� �� 3 PAGE 8 OF -34- Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 BY DATE e-mail danieityrreii @msn.com Daniel J. Tyrrell, P.E. ,'onsulfing Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danietWell @msn.com PROJECT JOB # PAGE -- OF BY DATE 61 -2° `d/ �r31 5HEARWALL 5CHEDULE MARK ALLOWABLE DE5C. 5HEATHING 5HEATHING SHEAR FLOW NAIUNG' REMARKS THICKNE55 SHEAR W/ NAIL5 / BOLT5 U NAILING 3" H I G -1 Gd HEM/FIR U 5THD I ORJ 3" HF 28 -1 Ocl — STUDS 5TH 14 R 3" HF 30 -1 Gd — a �! 3 5W 1 15/32" PLYWOOD ONE 51DE 8d @ G" O.C. I Gd @ 8" O.C. H4 Q 3" 3/Z SW2 15/32" PLYWOOD ONE SIDE 8d @ 4" O.C. IGd @ 5 -1/2" O.C. _ �' 3- I/2 "1..— 51NKER5 5W3 1/2" GWB, ONE FACE 1/2" GWB, ONE FACE 5d @ 4" OZ. I Gd @ (" O.C. 55T1528` a ©� SW4 15/32" PLYWOOD ONE SIDE 8d @3' O.C. I Gd @i4" O.C. a �2� 5W5 15/32" PLYWOOD EACH 51DE 8d @ 4" O.C. I Gd @ 4" O.C. t A23 @ 14' O.C. EACH JOIST SEE NOTE 7 Q �0 SWG 15/32" PLYWOOD [Aai SIDE 8d @ 3" O.C. I Gd @ 3" O.C. t A23 @ 10" O.C. EACH JOIST SEE NOTE 7 SW7 15/32" PLYWOOD EACH 510E 3d @ 2" O.C. I I Gd @ 2" O.C. d A23 @ G" O.C. EACH J015T SEE NOTE G SHEAR FLOW NAILING 15 FROM PLATE TO RIM AND FROM RIM TO PLATES NOTES- 1 . SCHEDULE 15 BASED ON HEM -FIR STUDS @ I G" O.C. 2. PLYWOOD 5HEATHING 15 TO BE APA RATED 24 / 0 MINIMUM AND MAY BE OSB OF EQUAL RATING. 3. SHEATHING THICKNE55 MAYBE AS 5HOWN OR 3/8" OR 7/1 G' 4. ALL SHEATHING TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. ALL NAILS TO BE COMMON WIRE. G. STUDS TO BE 3" NOMINAL OR WIDER AT ADJOINING PANEL EDGES FOR SW4 AND 5W7. 7. SHEATHING PANEL JOINTS EACH SIDE OF WALL TO BE OFFSET OR 5TUD5 TO BE 3" NOMINAL OR WIDER FOR 5W5 AND 5WG. 8. SHEATHING NAILING SHOWN APPLIES TO ALL PANEL EDGES. SHEATHING NAILING AT INTERMEDIATE 5UPPORT5 TO BE OF SAME 51ZE 5HOWN @ 12" O.C. CAUTION: DO NOT OVERDRIVE NAILS. NAIL HEADS TO BE FLUSH WITH FACE OF SHEATHING. HOLDOWN 5CHEDULF MARK HOLDOWN WALL 5TUD ANCHOR (511VIP50N) BOLT THICKNE55 5PECIE NAIL5 / BOLT5 U HPAHD22 3" H I G -1 Gd -- U 5THD I ORJ 3" HF 28 -1 Ocl — H3 J 5TH 14 R 3" HF 30 -1 Gd — 51 N KER5 H4 HTT22 3" HF 32-)Gd 55TB24 _�._ _ �' 3- I/2 "1..— 51NKER5 5 65. HDBA� DFL -._(3) 7/8" 55T1528` Ir NAIL SH'rG TO BLOCKS AS FOR SHEARWALL EDGE NAIUNG TOP .PLATES W/ LS FLAT A2 BLOCKS WINDOW STRAP DETAIL B NOT TO SCALE ll3 l U6 i4i 26F3i 06:29 7703942 MIKE BLUMENTHAL _ Zo �5 �3s PAGE 06 1�3 / f tuZID+L 5 r 12 llljiht rjL-U1`Ir-rA I hAL hIA6L b r ZkMrwjzl �UL L e. p fif J n 0 • A rc� I�'ilY�t tbLU(YItN I hAL 6�%i --A �� Mme• 130' 'ri-T' IoVOi' JO�O XO �e biD '�•0 �� 417• Sir sI"' iIYS' logo r tM• a•►e aw w *n nie a+ee Al v SED EAM* Bea x ry Oyl, ._. KITGNL'N - la fff r I ]eee ...�....! -... ...�^ � rrt RA-L FO?'gR % v a • L-- c ��' GQV,]7 yQRGN �o�.amv tlOD f � t t �Trt� i s�o• ago' 1�'O 7'Q' i'o 6'�a• 1'-C ��,Qx lo•e' OWQ• no` jK HF�Z MAIN AN e•+eE* . sor a =cwa eror« SGALL: Y." . :._0• s § 9 f✓AGc U.� / 3/ S JA.12F FOOTAGE S k!Lt ±rR!' y.ae.a o7neltoa µ�Jy KppK 1000 6l. jl1�rER r(,Apll ISlA 5F. 7>7Ttk. aM/1 �r. N'kYlJltot mlr�.) 7000 5F G r.13cp 40 9P. .. 4OVRw»- rAYICt6J. xx S.P. 0-, BALL MC"W as 0,*, �L vir" Ea' fl•7.t! rnnw * 1. M/1w11� •O T� a7AQ 1fKL. mA1! IA C9Ygp OIL:i ro►'io 1>• naM MI ro. w T!f #oa OI�1� m moo. e►K� /AIR Mbr W umm Ot 4o%Au +.*klm a.wAos Mr 110114WAPFD M mom as+re ?43w^ : 06!14/2001 06:29 7703942 O 01 > MIKE BLUMENTHAL IW%.Cr 0 PAGE 04 L. 5'7Pf3 f2QDARE FOOTAGE 52!2'iAR`= vpOl 02/0120m MAIN tLOOR woo 5�r. TOTAL a Sp. ma2mm XX)o( &P, CA:pl �, 40 2,F CCYEPCP XX 5P• cr.100ALL WD71� s0' OYCRIA" aw aowm vootAm w To Tm mwm mm Comm ® To ow " RXM ="wbf,AmmcL Wpm To SON OVaw � wr w SAL"A"opw &W— w mom error "offl . 4 D 6K T", • T T FAMI,LY /LIVING rr-'rowlf V. MSTR SEVDwOQM -T -1 ODA of 4.J I acre W-4+ 7 -m:� A T� TH � 3 L-J", OPEN TO V-flmi'4 V41 4014 V.-.H4& V2' t20A.W Z211) bm=zs- iL AN --------- 0 PAGE 04 L. 5'7Pf3 f2QDARE FOOTAGE 52!2'iAR`= vpOl 02/0120m MAIN tLOOR woo 5�r. TOTAL a Sp. ma2mm XX)o( &P, CA:pl �, 40 2,F CCYEPCP XX 5P• cr.100ALL WD71� s0' OYCRIA" aw aowm vootAm w To Tm mwm mm Comm ® To ow " RXM ="wbf,AmmcL Wpm To SON OVaw � wr w SAL"A"opw &W— w mom error "offl . 4 uo. U D74< Hitt BLUMEN T HAL PAGE 05 M1,21 MINN. SWARE F09166C 5UMMAi2Y 6p-- QVW2DO tlwm M.00K 1000 srl u-rtet rLCO�e 16ee gr. YarAL 2DM sr. 6l�A� twwlnos calou, 1 9 * . Cow MoRrll{!q) 40 C,gYat s0 rATCNV xx sr. 0vImm^t L war» as .swr roonw ».w® m, a awe cr IMUd /D11M AA 00.MIIV 76M1�D M ACA{ M MLw MK /�N7o. omt ro Y�ia1 I�C� I�R p0* IIC�10e r a.trwrblo ��IWY .w rer ein� IN �s� �sNie ►wMWt i LJL;i tj m e t MIKE BLUMENTHAL I"e• 2 w- Riv<v I I CR*eNL SPACE I I om"V& 16 2 I&• 20--al LIM W.". I PAGE 02 .GREENED 10WNDAT11=11 VSNTS • .611 0Q -. 4- VENT'S W?, 60. FT. — M wAT Vc INCRENScD 91 771% PLM 7c , W.L V6�. ARElk 5QUARE EQQj6W-- 5,MMARY FwN Pine 1000 5p. '"a Sr MiAL 29&& &P. XK 2NF, ovenALL ru"I" ovvgt^Lj- Deg" Mr TZ Am mawap OWN ox:== ot Ammo. am TO ML =4� ,� MOPA� Am war alullIM w- Riv<v I I om"V& 16 J* CONC kAM ON 4 cor-r* FILL ilrp. L, . OPE 3, TO D00q-- eplK or I&• 20--al LIM W.". I PAGE 02 .GREENED 10WNDAT11=11 VSNTS • .611 0Q -. 4- VENT'S W?, 60. FT. — M wAT Vc INCRENScD 91 771% PLM 7c , W.L V6�. ARElk 5QUARE EQQj6W-- 5,MMARY FwN Pine 1000 5p. '"a Sr MiAL 29&& &P. XK 2NF, ovenALL ru"I" ovvgt^Lj- Deg" Mr TZ Am mawap OWN ox:== ot Ammo. am TO ML =4� ,� MOPA� Am war alullIM Ub /i 12001 20:13 7703942 MIKE BLUMENTHAL PAGE 03 -A 7 F,- -A .", I If V5R5A RIM pbr-IR MPK (Irlep) 5WARE FOOTA&E SUMMARY MAJX rLOOK 1000 9T. 7arAL 29" SP. SOADomw hfft/wt Onka. i X)m Ar OA AM 400 si,. C474TRWOD wcwz4ftw 40 OF C4Pv"%M ►AMN XX!5.Ft. oVtn^" rop"4 L 947 &vtm*." =YIN mfiu� rgmrrw K -V IL ,1; 41,4 1, P:! If V5R5A RIM pbr-IR MPK (Irlep) 5WARE FOOTA&E SUMMARY MAJX rLOOK 1000 9T. 7arAL 29" SP. SOADomw hfft/wt Onka. i X)m Ar OA AM 400 si,. C474TRWOD wcwz4ftw 40 OF C4Pv"%M ►AMN XX!5.Ft. oVtn^" rop"4 L 947 &vtm*." =YIN mfiu� rgmrrw K 06/17/2001 20:13 7703942 ,1 17/2, M.C..t. J015,r5 0 16" O.G. m PER ppt. FERSA IC• PER MFR. OR FOAAALAM MIKE BLUMENTHAL PAGE 02 2x6 TREA7W JOISTS ep 16" O.C. 11 '7/6 B.C.I. -JOISTS 0 16 OC. PER "11R. WALL LIKE5 gel OW I-mR5A ltlM PER milik ���18rzf. skk16ELY-- bdAjw iq gimme low TCrrjAL 8.p• a zvmcr wfthwk CoymmD l•omcho* 40 Oil- C.&Astgv I*ATO(S) xx OVl3kAA.L ►COM4 OVICRAL.1- 1Nff-r,4 to. *AND*% OW maw mft me Nwr 04 wum 6:mj*oAarwA= m'46IOD AM Wr w 0 ,a Is's it IM6 � iii PAGE 02 2x6 TREA7W JOISTS ep 16" O.C. 11 '7/6 B.C.I. -JOISTS 0 16 OC. PER "11R. WALL LIKE5 gel OW I-mR5A ltlM PER milik ���18rzf. skk16ELY-- bdAjw iq gimme low TCrrjAL 8.p• a zvmcr wfthwk CoymmD l•omcho* 40 Oil- C.&Astgv I*ATO(S) xx OVl3kAA.L ►COM4 OVICRAL.1- 1Nff-r,4 to. *AND*% OW maw mft me Nwr 04 wum 6:mj*oAarwA= m'46IOD AM Wr w 0 ,a L WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beaml.wbc WoodWorks® Sizer 97c COMPANY PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 5.00 (ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< --------------- - -- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Snow Full UDL 425.00 No 2 Dead Full UDL 289.00 No --------------- - -- MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) ------ - - - -�- 5.0 ft I ----------I------------------- Dead I 0.72 0.72 Live I 1.06 1.06 Total I 1.78 1.78 B.Length I 1.0 1.0 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x8 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs DESIGN CODE (stress =psi, deflection =in) ------------------ - - - - -- - - -- - - - -- Criterion I Analysis Value I Design Value I Analysis /Design I -------------- I ---------------- I ---------------- I------------- - - - - - I Shear fv @d = 49 Fv' = 60 fv /Fv' = 0.60 Bending( +) fb = 519 Fb' = 604 fb /Fb' = 0.86 Live Defl'n 0.03 = <L/999 0.25 = L/240 0.11 Total Defl'n 0.06 = <L/999 0.33 = L /180 0.17 ------------------ - - - - -- - ------------------------ - - - - -- - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 525 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D +S, M = 2.23 kip -ft Shear : LC# 2 = D +S, V = 1.78, V @d = 1.34 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) :-DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application.' 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:43:30 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam2.wbc WoodWorks® Sizer 97c COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 1 (253) 568 - 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 5.00 (ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< --------------------------------------------------- - - - - -- - Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Snow Full UDL 150.00 No 2 Dead Full UDL 227.00 No 3 Live Full UDL 200.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) I 5.0 ft I" ----------I------------------- Dead I 0.57 0.57 Live I 0.88 0.88 Total I 1.44 1.44 B.Length I 1.0 1.0 ############################################ # # # # # # # # ## # # # # # # # # # # # # # ## # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x8 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value I Analysis /Design I -------------- I ---------------- I ---------------- I------------- - - - - - I Shear fv @d = 39 Fv' = 80 fv /Fv' = 0.49 Bending( +) fb = 420 Fb' = 604 fb /Fb' = 0.70 Live Defl'n 0.02 = <L/999 0.25 = L/240 0.09 Total Defl'n 0.05 = <L/999 0.33 = L /180 0.14 ------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 525 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 3 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 3 ADDITIONAL DATA Bending( +) LC# 3 = D +L +S, M = 1.80 kip -ft Shear : LC# 3 = D+L +S, V = 1.44, V @d = 1.08 kips Deflection: LC# 3 = D+L +S Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:45:42 u /3, WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN BeainIwbc Woodworks® Sizer 97c June 22, 2001 14:47:36 COMPANY I PROJECT Daniel Tyrrell, PE Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568 - 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 5.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< Load I Type I Distribution 1 Magnitude I Location I Pattern I I I Start End I Start End I Load -----f--------I--------------I-----------------I-----------------I-------- 1 Snow Full UDL 425.00 No 2 Dead Full UDL 444.00 No 3 Live Full UDL 320.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) ----------------- 5.0 ft I" ----------I------------------- Dead I 1.11 1.11 Live I 1.86 1.86 Total I 2.97 2.97 B.Length 1 1.3 1.3 --------------------- - - - - -- --------------------------------- ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # ## ## DESIGN SECTION: Hem -Fir, No.2, 6x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value 1 Analysis /Design -------------- I ---------------- I ---------------- I ------- ------ - - - - - I Shear fv @d = 58 Fv' = 80 fv /Fv' = 0.72 Bending( +) fb = 539 Fb' = 776 fb /Fb' = 0.69 Live Defl'n 0.02 = <L/999 0.25 = L/240 0.10 Total Defl'n 0.05 = <L/999 0.33 = L /160 0.14 --------------------------------------------------------------------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += •675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 70 1.15 1.00 2.00 (CH = 1.000) 3 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 3 ADDITIONAL DATA --------------------------------------------------------------------------- --------------------------------------------------------------------------- Bending(+): LC# 3 = D +L +S, M = 3.72 kip -ft Shear : LC# 3 = D +L +S, V = 2.97, V @d = 2.03 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN Beam4.wbc WoodWorks® Sizer 97c June 22, 2001 14:49:18 COMPANY PROJECT Daniel Tyrrell, PE I Job #01 -333 2 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I ' (253) 568- 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 16.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< ---------------------------------- - - - - -- ---------- - - - - -- - Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----i--------I-------------- I----------------- I ----------------- I-------- 1 Snow Full UDL 100.00 No 2 Dead Full UDL 70.00 No ------------------ - - - - -- MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) --------- -� - - -- 16.0 ft I ----------I------------------- Dead I 0.56 0.56 Live I 0.80 0.80 Total I 1.36 1.36 B.Length 1 1.0 1.0 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x12 This section PASSES the design code check. ## R######################################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------- - - - - - I Shear fv @d = 28 Fv' = 80 fv /Fv' = 0.35 Bending( +) fb = 538 Fb' = 776 fb /Fb' = 0.69 Live Defl'n 0.19 = L/998 0.80 = L/240 0.24 Total Defl'n 0.39 = L/487 1.07 = L /180 0.37 ------------------------------------------------------------------ FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------- - - - - -- ------------ - - - - -- -- Fb' += 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 2 ADDITIONAL DATA --- - - - - -- - - -- Bending(+): LC# 2 = D +S, M = 5.44 kip -ft Shear : LC# 2 = D +S, V = 1.36, V @d = 1.20 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN .71 1 1 Beam5.wbc WoodWorks@ Sizer 97c June 22, 2001 14:51:10 COMPANY 1 PROJECT Daniel Tyrrell, PE I Job *01-333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 (253) 568-7991/fax (253) 568-8137 1 DESIGN CHECK - NDS-1997 Joist DESIGN DATA: material: Lumber-soft @ 12.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 5.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< Load I Type I Distribution I Magnitude I Location I Pattern I Start End I Start End I Load -------------- ----------------- I ----------------- -------- 1 Live Full UDL 600.00 No 2 Dead Full UDL 150.00 No ------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 5.0 ft ----------I------------------- Dead I 0.37 0.37 Live I 1.50 1.50 Total 1 1.87 1.87 B.Length I 1.3 1.3 #####################################44###############0########4########### DESIGN SECTION: Hem-Fir, No.2, 4x10 This section PASSES the design code check. SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- ------------------ Shear fv @d = 60 Fv' = 75 fv/Fv' = 0.60 Bending(+) fb = 563 Fb' = 1020 fb/Fbl = 0.55 Live Defl'n 0.03 = <L/999 0.17 = L/360 0.17 Total Defl'n 0.04 = <L/999 0.25 = L/240 0.15 ------------------------------------------------------------------------ FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fbl+= 850 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 FV' = 75 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 2.34 kip-ft Shear : LC# 2 = D+L, V = 1.87, V@d = 1.30 kips Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln-dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Z�3) WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN I� LBe_ as Im6.wbc WoodWorks® Sizer 97c June 22, 2001 14:54:46 COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design 13 Edgewood, WA 98371 I (253) 568 - 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Joist DESIGN DATA: ------------ - - - - -- -- --- - - - - -- -- material: Lumber -soft @ 12.0 [in] spacing service: wet lateral support: Top= Full Bottom= @Supports total length: 7.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< --------- - - - - -- - Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------i-------------- I----------------- I ----------------- I-------- 1 Live Full UDL 80.00 No 2 Dead Full UDL 257.00 No 3 Snow Full UDL 150.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- 7.0 ft I ----------I------------------- Dead I 0.90 0.90 Live I 0.80 0.80 Total I 1.70 1.70 B.Length I 1.8 1.8 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ############################################ # # # # # # # # # # # # # # # ## # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis /Design I -------------- I---------------- I ---------------- I ------------- - - - - - I Shear fv @d = 62 Fv' = 84 fv /Fv' = 0.74 Bending( +) fb = 717 Fb' = 1173 fb /Fb' = 0.61 Live Defl'n 0.05 = <L/999 0.23 = L/360 0.20 Total Defl'n 0.12 = L/682 0.35 = L/240 0.35 --------------------------------------------------------------------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fb'+= 850 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 3 Fv' = 75 1.15 0.97 1.00 (CH = 1.000) 3 Fcp'= 405 0.67 1.00 - E' = 1.3 million 0.90 1.00 3 ADDITIONAL DATA Bending( +): LC# 3 = D +L +S, M = 2.98 kip -ft Shear : LC# 3 = D +L +S, V = 1.70, V @d = 1.33 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact .0 =cons,truction) --------------------------------------------------------------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam7.wbc WoodWorks® Sizer 97c COMPANY PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 96371 I (253) 568- 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Joist DESIGN DATA: material I -joist @ 16.0 [in] spacing total length: 18.00 (ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< --------------- - - - - -- Load I Type I Distribution I Magnitude I Location I Pattern I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full Area 40.00 (16.0)* No 2 Dead Full Area 10.00 (16.0)* No 3 Snow Point 0.57 18.00 Yes 4 Dead Point 0.48 18.00 No *Tributary width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) ------- - - -� -- 16.0 2.0 ft I" ----------I---------------------------- Uplift I 0.03 Dead I 0.04 0.68 Live I 0.42 1.18 Total I 0.46 1.86 ------------------------------------------------- ------------ - - - - -- - - ###################,######################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: generic, high stg., 1.75x11.875 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs DESIGN CODE (force =kips, moment = kip -ft, deflection =in) -- - - - - -- - -- Criterion I Analysis Value I Design value I Analysis /Design I -------------- I---------------- I ---------------- I ------------- - - - - - I Shear V = 1.19 Vr = 1.64 V /Vr = 0.72 Bending( +) M = 1.62 Mr = 4.48 M /Mr = 0.36 Bending( -) M = 2.24 Mr = 5.15 M /Mr = 0.43 Live Defl'n 0.08 = L/286 0.10 = L/240 0.84 Total Defl'n 0.03 = L/829 0.20 = L /120 0.14 (a cantilever span governs deflection) ---------------- - - - - -- - - -- -- --------------- - - - - -- - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# -------------- - - - - -- - - - - - - -- -------------------- Fb'+= 0 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'- 0 1.15, 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 0 1.15 1.00 1.00 3 ADDITIONAL DATA Bending( +): LC# 2 = D+L, M = 1.62 kip -ft Bending( -): LC# 3 = D +L +S, M = 2.24 kip -ft Shear : LC# 3 = D +L +S, V = 1.19 kips Deflection: LC# 2 = D +I, FI= 350.00 million lb -in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) (Load Pattern: s =S /2, X =L +S or L -C, = no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. I- JOISTS: the attached I -joist selection is for preliminary design only. For final member design contact your local I -Joist manufacturer. June 22, 2001 14:59:52 2'/-31 WOOdWOrkS® SIZ @r SOFTWARE FOR WOOD DESIGN Beam&wbc WoodWorks® Sizer 97c June 22, 2001 15:01:58 COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design 2 Edgewood, WA 98371 I J (253) 568- 7991 /fax (253) 568 -8137 1 f/ DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= Full total length: 10.00 [ft) Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< Load I Type I Distribution I Magnitude I Location I Pattern I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 143.00 No 2 Snow Full UDL 100.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) 1 10.0 ft I" ----------I------------------- Dead 1 0.71 0.71 Live 1 0.50 0.50 Total I 1.21 1.21 B.Length 1 1.0 1.0 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs DESIGN CODE (stress =psi, deflection =in) --------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis /Design I -------------- I ---------------- I ---------------- I------------- - - - - - I Shear fv @d = 29 Fv' = 80 fv /Fv' = 0.36 Bending( +) fb = 441 Fb' = 776 fb /Fb' = 0.57 Live Defl'n 0.05 = <L/999 0.50 = L/240 0.10 Total Defl'n 0.16 = L/733 0.67 = L /180 0.25 --------------------------------------------------------------- - - - - -- - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------------------------- Fb' += 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 2 ADDITIONAL DATA Bending( +) LC# 2 = D +S, M = 3.04 kip -ft Shear : LC# 2 = D +S, V = 1.21, V @d = 1.02 kips Deflection: LC# 2 = D+S Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: _. 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN D I I Beam9.wbc WoodWorks@ Sizer 97c June 22, 2001 15:03:30 COMPANY I PROJECT Daniel Tyrrell, PE I Job #01-333 C// 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 (253) 568-7991/fax (253) 568-8137 1 DESIGN CHECK - NDS-1997 Beam DESIGN DATA: material: Glulam Simple lateral support: Top= Full Bottom= Full total length: 20.00 [ft) Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< ----------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I Start End I Start End I Load -------------- ----------------- I ----------------- -------- 1 Dead Full UDL 177.00 No 2 Snow Full UDL 150.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 20.0 ft ----------I------------------- Dead I 1.77 1.77 Live I 1.50 1.50 Total I 3.27 3.27 B.Length I 1.0 1.0 #0###########0###############################*############################# DESIGN SECTION: VG West.DF, 24F-V4, 5.125x13.5 This section PASSES the design code check. ########################0################################################## SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design 1 -------------- I ---------------- I ---------------- I ------------------ Shear fv @d = 63 Fv' = 218 fv/Fv' = 0.29 Bending(+) fb = 1260 Fb' = 2741 fb/Fbl = 0.46 Live Defl'n 0.29 = L/840 0.67 = L/360 0.43 Total Defl'n 0.79 = L/303 1.00 = L/240 0.79 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------------------------- Fbl+= 2400 1.15 1.00 1.00 1.000 1.00 0.993 1.00 1.00 2 Fv' = 190 1.15 1.00 1.00 2 Fcpl= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+S, M = 16.35 kip-ft Shear : LC# 2 = D+S, V = 3.27, V@d = 2.90 kips Deflection: LC# 2 = D+S Total Deflection = 1.50(Defln-dead) + Defln-Live. (D=dead L=live S=snow W=wind I=impact C=construction) DESIGN NOTES: ------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN BeamlO.wbc WoodWorks@ Sizer 97c COMPANY I PROJECT Daniel Tyrrell, PE I Job #01-333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 (253) 568-7991/fax (253) 568-8137 DESIGN CHECK - NDS-1997 Joist DESIGN DATA: --------------- - - - -- material: I-joist @ 16.0 [in] spacing total length: 15.50 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< ----------------------------- Load I Type I Distribution I Magnitude I Location I Pattern Start End I Start End I Load -------------- ----------------- I ----------------- -------- 1 Live Full Area 40.00 (16.0)* No 2 Dead Full Area 10.00 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 15.5 ft ----------I------------------- Dead 0.10 0.10 Live I 0.41 0.41 Total I 0.52 0.52 #,V######################################################################### DESIGN SECTION: generic, low stg., 1.75x9.5 This section PASSES the design code check. ###,V####################################################################### SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- ------------------ Shear V = 0.52 Vr = 0.61 V/Vr = 0.64 Bending(+) M = 2.00 Mr = 2.94 M/Mr = 0.68 Live Defl'n 0.37 = L/499 0.39 = L/480 0.96 Total Defl'n 0.51 = L/363 0.77 = L/240 0.66 --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fbl+= 0 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 0 1.00 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 2.00 kip-ft Shear : LC# 2 = D+L, V = 0.52 kips Deflection: LC# 2 = D+L EI= 186.00 million lb-in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. I-JOISTS: the attached I-joist selection is for preliminary design only. For final member design contact your local I-Joist manufacturer. June 22, 2001 15:05:16 "V-3r WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam11.wbc WoodWorks® Sizer 97c June 22, 2001 15:07:08 COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design } / Edaewood, WA 98371 1 I1 (253) 568- 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Joist DESIGN DATA: material Lumber -soft @ 12.0 [in] spacing lateral support: Top= Full Bottom= Full total length: 7.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--=--=--I--------------I-----------------I-----------------I-------- 1 Live Full UDL 600.00 No 2 Dead Full UDL 150.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) ------ - - - - -- I 7.0 ft I ----------I------------------- Dead I 0.52 0.52 Live I 2.10 2.10 Total I 2.62 2.62 B.Length I 1.9 1.9 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x12 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs DESIGN CODE (stress =psi, deflection =in) --------------- Criterion I Analysis Value I Design Value I Analysis /Design I -------------- I ---------------- I ---------------- I ------------- - - - - - I Shear fv @d = 73 Fv' = 75 fv /Fv' = 0.98 Bending( +) fb = 747 Fb' = 935 fb /Fb' = 0.80 Live Defl'n 0.06 = <L/999 0.23 = L/360 0.26 Total Defl'n 0.08 = <L/999 0.35 = L/240 0.24 ------------------------------------------------------------------ FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------ - - - - -- -- - - - - -- Fb' += 850 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 75 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D +L, M = 4.59 kip -ft Shear : LC# 2 = D +L, V = 2.62, V @d = 1.92 kips Deflection: LC# 2 = D +L Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Column1.wcc WoodWorks® Sizer 97c COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568 - 7991 /fax (253) 568 -8137 1 DESIGN CHECK - NDS -1997 Column DESIGN DATA: June 22, 2001 15:53:52 type: pinned base, Loadface = width(b) material: Lumber Post Ke x Lb: 1.00 x 9.00= 9.00 [ft] Ke x Ld: 1.00 x 9.00= 9.00 [ft] total length: 9.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS (force =kips, pressure =psf, udl =plf, location =ft) >>Self- weight of members has NOT been included<< --------------------------- - - - - -- - Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Axial 1.80 (Eccentricity = 0.0 in) 2 Live Axial 1.60 (Eccentricity = 0.0 in) ############################################ # # # # # # # # # # # # # # # # ## # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x4 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) ----- - - - - -- Criterion I Analysis Value I Design Value I Analysis /Design I -------------- I ---------------- I ---------------- I------------- - - - - - I Axial fc = 278 Fc' = 384 fc /Fc' = 0.72 Axial Bearing fg = 278 Fg' = 1670 fg /Fg' = 0.17 ----------------- - - - - -- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fc' = 1300 1.00 1.00 1.00 1.15 (Cp = 0.257) 2 E' = 1.3 million 1.00 1.00 0 Fa' = 1670 1.00 1.00 2 ADDITIONAL DATA Axial LC# 2 = D +L, P = 3.40 kips (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 3/, r J Q 1908 May 5, 2009 City of Tukwila Jim Haggerton, Mayor Department o, f' Community Development H.S. Homes and Development Inc 224 South 152nd Street, #45 Seattle, WA 98148 RE: Performance Refund Dear Sir: Jack Pace, Director Enclosed is a check in the amount of $2,000.00 which was posted as part of the building permit for the construction of a single family home at 13419 — 48th Avenue S, Tukwila, Washington. The authorization to release the performance bond has been approved by the Building Official. If you have any questions, please feel free to contact our office at 206 -431 -3670. Sincerely, "L,ft& Va----- Brenda Holt, Permit Coordinator encl xc: Permit No. D01 -231 HADocuments\L.etters\D01 -231 - refund letter.doc bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKWILA, WA 98188 -2544 ACCOUNTS PAYABLE CHECK NO. INVOICE`NUMBER�' DATE.. PO NUMBER DESCRIPTION - AMOUNT. ' 050409309 i i I i I 04/28/2009 * * * **-* *2,000.00 D01 -231 BOND REFUNDS 2,000.00 PLEASE DETACH BEFORE DEPOSITING - THE FACE OF THIS DOCUMENT HA - S A COLOR . ED - BACKGROUND NOT A wHITt i3AcKGk6uN'lb PAYABLE THROUGH US BANK 1919 =10 4J�,W1LA: ty - - _ 151 Andover Park East CITY 'OF= T UKWI LA TukMa. WA 98188 1250 )2 ,6200 Southcenter Boulevard Tukwila WA 98188-254 VENDOR NUMBER DATE ''` .CHECK s ':} CHECKAMOUNT3� ; 011656 05/04/2009 * * * **-* *2,000.00 I CITY OF TUKWILA i PERMIT C'Ei�ITER MEMORANDUM To: Laurie Anderson Fr. Brenda Holt W} / Re: D01 -231 Please refund the following for the above referenced permit. The project has received final inspection by Bob Benedicto and therefore the funds can be released. Please make the check out to the following and I will forward it to them: Bonds and Deposits: $500.00 $1500.00 H.S. Homes and Development Inc 224 South 152nd Street, #45 Seattle, WA 98148 Xc: File No. D01 -231 HADocumentslettersO01 -231 -refund memo.doc bh CITY FORM NO. l 1912 ADOPTED BY DIVISION OF MUNICIPAL CORPORATIONS. 1Lq.'��s CITY OF TUKWILA TREASURERS RECEIPT DATE 1908 Received of ; 3 :. z_" FOR Dollars, TOTAL:,. BY ,�; .�'� ^� DEPT: WP/C PRINTERS. INC. WHITE - Finance Deot. .. CANARY - Customer PINK - File H.S. Homes and Development Inc. (206) 261 -7657 & (206) 246.0462 �/ 224 S. 152nd St. #45 G'' 1s- 2/1250 WA Seattle, WA .9814,8 Date 008904 Pav to the Oider of. .4 AK aC-- Z-&M-V7Zet- Dollars of America -.,,,. Burien 008904 Washington For City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200023 Address: 13419 48 AV S TUKW Suite No: Applicant: Receipt No.: R03 -00078 Initials: SKS User ID: 1165 RECEIPT Permit Number: D01 -231 Status: ISSUED Applied Date: 07/31/2001 Issue Date: 12/11/2001 Payment Amount: 500.00 Payment Date: 01/24/2003 11:30 AM Balance: $1,500.00 Payee: H. S. HOMES AND DEVELOPMENT INC TRANSACTION LIST: Type Method Description Amount Payment Check 3687 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BONDS /DEPOSITS 000/386.908 500.00 Total: 500.00 M. ;, 1111`1.. •!, • -, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 8, 2003 Harry Singh 222 South 152nd Street, #22 Seattle, WA 98148 RE: Permit Application No. D01 -231 13419 48th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to January 19, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, _ Stefan Spencer Permit Technician Xc: Permit File No. D01 -231 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 11 V 1 1 • Y June 3, 2003 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Harry Singh 222 S 152nd St, #22 Seattle, WA 98148 RE: Permit Application No. D01 -231 13419 48th Avenue S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after: the work is commenced for a period of 180 days. Based on the above, you are hereby advised to:. • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. in the event you do not call for the above inspection or request and receive an extension prior to July 23, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, � J Stefania Spencer Permit Technician Xc: Permit File No. D01 -231 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 � /zy�o3 43 L/ t'Jt,LA ►`� 43 8-1 to whom i` -a,fz73 1 GAG• f4v � m o P-'/ & a � o�.���b �- Cis -s+n� all t � � Cv �m� � yOAAA Ste, LA j zt�'XA� RECEIVED CITY OF TUKWILA JAN 2 4 2003 ,'EPJOW CENTER 307 k adopted standards or ordiniances. The responsibility - - - - - - -- - - ................ _ _... ._._ for the adequacy of the design rests totally with the designdr. Additions, deletions or revisions to these drav'inI after, this 'date will void this acceptance and -!Y] - require _a.- resubmittal of revised drawings y2 for ;ulisequent approval. 11d t Find iceeptance is subject to field inspection by It °� , the Public Works utilities inspector. �l`P - v L€ z� RECEIVED CFrY OF TUKWILA CORRE TlON L T R PERMIT CEWER 0 o 114�51)w 9 - kilvl'lj V6a1a� 4 . 1,50-e) �, t /1L)Fiz"/wle o /OGc Al CU V� -I° J,16/ n 3161" � C L- ° C'it A -�� (l .7 adc - -- - _. - -- - - for M des dra arts for Fir. the ............ tea: 11 11 f J City ®f Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 6, 2001 Harry Singh 222 South 152nd Street, #22 Seattle, WA 98148 RE: CORRECTION LETTER #* Development Permit Application Number DO1 -231 Singh Residence — Lot 4 13419 — 48th Avenue S Dear Mr. Singh: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, 4katk &� Brenda Holt Permit Coordinator encl xc: File No. DO] -231 6300 Southcenter Boulevard, Suite #100 • Tukwila, IVashington 98188 • Phone: 200 -431 -3070 • Fax: 206 -431 -3665 (r August 2, 2001 0 0 City of Tukwila Department of Community Development Mr. Harry Singh 222 S. 152nd Street, #22 Seattle, WA 98168 RE: Letter of Incomplete Application #1 Development Permit Application Number DO1 -231 Lot #4 — RAM S/P 90073 Dear Mr. Singh: Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 31, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Nora Gierloff at (206)431 -3670, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision 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. Sincerely, Stefania Spencer Permit Technician end File: Permit File No. DO 1-231 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 .. PLANNING DIVISION COMMENTS DATE: August 2, 2001 PROJECT NAME: 1-I01.1se on Lot 4 of Rani Short Plat PLAN CHECK NO.: DO1 -231 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. On the site plan it is not clear if the 5' side yard setback is measured from the foundation, the upper floor overhang or the edge of the eave. It should be measured froth the furthest point of the structure (upper floor overhang) and only 18" of caves are allowed to protrude into the setback. Ifthe eaves are 24" deep the setback from the property line to the upper floor would have to be 5' 6 ". 2. The structure appears to be a duplex (separate kitchens and laundry facilities on each floor). The site is in a single family zone so only one dwelling unit is allowed unless the criteria for an accessory unit are met. The minimum lot size for a house with an accessory unit is 7,200 sr. 3. The plan set includes both the option of an unfinished but habitable basement area and a crawl space. Please specify which option }'ou plan to build on this site. 1f -you decide on the basement you must include that square footage in the floor area ratio calculation (maximum is 3333 sf for the lot including the house, porch, balcony and garage). 4. Please provide a recorded copy of short plat L99 -0073 so that the short plat file can be closed. C: \Nora's Piles \LI:'I °I'I:RS \d0I- 232.UOC * PERMIT COORD COPY + PLAN REVIEW /ROUTING SLIP DEPARTMENTS: Builc7i 11 Fire Prevention Planning Division LJ Public Works Structural ❑ Permit Coordinator _l�1 lit WA- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-1 8-02 Complete IV Incomplete ❑ Not Applicable ❑ Comments: 'ermit 'Center Use Only NCOMPLETE LETTER MAILED: LETTER OFCOMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑, Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route R(Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08-15-02 Not Approved (attach comments) ❑ DATE: Permit. Center Use Only CORRECTION' LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ - PW'❑ Staff Initials: Documents/routing sl ip.doc PERMIT COORD COPY 2 -28 -02 ill" PERMIT COORD COF0. PLAN REVIEW /ROUTING SLIP DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-07 -02 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTERMAILED': LETTER OF COMPLETENESS MAILED`: Departments determined incomplete: Bldg ❑ Fire ❑_ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 6-04-02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION' LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routingslip.doc PERMIT COORD Copy Y Ll :7 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ P blic Wor s Structural ❑ Permit Coordinator � - .o� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-13-01 Complete Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route �z Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10 -11 -01 Approved ❑ Approved with Conditions Id Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 0 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -231 P'ROIFCT NAMF'- I C1T :ffl _ HARIIFFP SITE ADDRESS: RAM _S /P L990073 Original Plan Submittal XX Response to Correction Letter #` DATE: 8 -13 -01 INCH Response to Incomplete Letter # Revision # After Permit is Issued DEPARTMENTS: Kw co Building Divi ion ® Fire Pre ention ® Planning Division ©- AW& q -x.01 "& 69,W-61 L -��-�1 Pu lic W rks_ Structural Permit Coordinator AM A k 94 )�'29--" DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-1 6-01 Complete d Incomplete Not Applicable Comments: TUES /THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS:, j CORRECTION DETERMINATION: Approved F] Approved with Conditions F] REVIEWER'S INITIALS: TRROUTE.DOC 5/99 DUE DATE 09 -13 -01 Not Approved (attach comments) u DUE DATE Not Approved (attach comments) DATE: 0 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -231 DATE: 7 -31 -01 PROTECT NAMEt LOT #4 - HARDEEP SINGH DEPARTMENTS: Building Division X1 Fire Prevention Planning Division Public Work 9 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-02-01 Complete ❑ Incomplete Not Applicable ❑ Comments: /x TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8 -30 -01 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 PROJECT NAME: i / ��` PER�ti +."M"f. "10:. Site Address: Original Issue Date: REVISION LOG Revision I Date Staff Date Staff No. Received Initials Issued ! Initials —C)aL I Summary of Revision:��� Received By: (please print) Revision I Date No. I Received ! Staff i Initials I Staff i Date I Staff Initials Issued Initials Date Staff Issued Initials Summary of Revision: Summary of Revision: –0 Z- i S' Summary of Revision: Received By: (please print) Revision No. I Date Received I Staff i Date I Staff Initials Issued Initials I I I I Summary of Revision: Summary of Revision: Received By: (please print) Revision I Date No. Received I Staff Initials I Date Issued I Staff Initials Summary of Revision: Received By: (please print) Revision I Date i Staff I Date Staff No.. Received Initials I Issued Initials I � I Summary of Revision: Received By: ulca�lc P1 it 16 • 0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 �N /12 Tukwila, WA 98188 ' - • -' (206)431 -3670 1908 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: r/ �/ Plan Check/Permit Number: // Q z Z-5'/ F-� Response to Incomplete Letter # Response to Correction Letter # Revision # � after Permit is Issued Project Name: Project Address: /, f/T Ac 4:57 S. d '/ Contact Person: 1)` //J� � Phone Number: jK - t - 7GS-7- Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on j--2-V2- AECENE fl LA C. MAY 0 3 2002 PERMIT CENTER 08/30/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 t2 Tukwila, WA 98188 �`� - -• r' (206)431 -3670 7908 ;REVISION.:SUBMITTAL 'I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L �� d ` Plan Check/Permit Number: F Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Project Name: Project k� Contact Person: ;, 4 Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on g lZ —Ol METRO- C11Y OF TUKWILA SEP 122001 08/30/00 0 0 City of Tukwila o �M I G) Department of Community Development - Permit Center 0 6300 Southcenter Blvd, Suite 100 i 2 Tukwila, WA 98188 -- --'''* (206)431 -3670 1908 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 91-NLO Plan Check/PermitNumber: 7,26l — 2--?l Response to Incomplete Letter .# Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: / �zc�'�� Project Address: Contact Person: Summary of Revision: � r L_ z99&073 Phone Number: c-7, 9 K- 2e Q- /(: 5` 533' TU"ILA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: i k� Entered in Sierra on 0/ PERMIT CENTER 08/30/00 0 4 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION`S aMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -7 1�' -, �-)7 0 Response to Incomplete Letter # Plan Check/Permit Number: VO / z ��7 / Response to Correction Letter # Revision # 2- after Permit is Issued Project Name: Project Address: , L Contact Person: ,may �/ ,y Phone Number: 04' - 76'5 7 Summary of Revision: 3 44-' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on /6 D Z .or-ACIM FED CITY OF TUKWILA JUL 1 6 Poop 08/30/00 CITY OF%. KWILA Z Permit Center 6300 Southcenter Boulevard, Suite 100, `` rsaa Telephone: (206) 431 -3670 Tukwila, WA 98188 H -11 a -.. applicant) Le Site Address (Attach moo and_gal Description showing hydrant location and size of main): ,�OwFler fiifiorinatrgrt � a< � r , .� r , Name: I Name: Address: j SZSr.�s" s Address: Phone: 2Z 6 r 2 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 meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /AgeutSigaature: Date: The proposed project is located within _F_A c !q LC i6 (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (use separate sheet if more room is needed) Bas Ad upon the improvements listed above, water can be provided and.will be available at the site with a flow of pm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 01-,*. 0 l'as+ 7 _/ z- -0 " ,_04;1 -gSL4 By Date SOUTH 07'39'49" EAST 65.51 FEET; THENCE SOUTH 48'15'03" EAST 34.94 FEET TO THE TRUE POINT OF BEGINNING. RTION OF R _4_E E__ f _N o _ OT TSOUT HEASTERLY THAT PORTION OF THE SOUTHWESTERLY MEASURED A! ONG THE 340 FEET AS NORTHEASTERLY 340 FEET, AS FOSTORIA GARDEN TRACTS, CD O 95, IN K NG J, FOSTORIA LINE OF TRACT 13, OF PLATS PAGE RECORDED IN VOL ORDED IN =GTON. PLAT THEREOF COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: THE BEGINNING AT THE INTERSECTION D TRACT 13, WITH THE 34u FEET OF NORTH SOUTH; NORTHEASTERLY NORTHWESTERLY MARGIN SAID 48ARG AVE. FEET; THENCE SAID M 41'44'57" EAST, ALONG WEST 106.94 FEET TO THE TRUE POINT OF NORTH 48'15'03" LINE BEGINNING; THENCE NORTH 07'3 �TgTOWTHE NORTHEASTERLY LINE FE UTHEASTERLY NORTH 41'44'57" EAST 57.38 120 ORTHEASTERLY 100-00 TFEET TO THE 95, IN KING OF SAID SOUTHWESTERLY LINE, 48'15'03" WEST, ALONG SAID SOUTH ;LINEE TO THE WESTERLY LINE OF SAID WESTERLY 60-00 SA THE 41'44'57" WEST, ALONG THENCE SOUTH SOUTH 48'15'03" EAST 80.00 FEET; 15'03" EAST ORTH THENCE 07'39'49" EAST 61.48 FEET; THENCE OF BEGINNING. TRUE 23.06 FEET THE TRUE POINT = :RGIN, 1 LY LINE RTH `OT SOUTHEASTERLY PORTION OF THE SOUTHWESTERLY TO HET S FEET; 'H THAT EASURED ALONG 4 D O NORTHEASTERLY 30 FEET, A THE A ACC �T LINE OF TRACT 13, FOSTORIA GARDEN 9 95, IN KING IN VOLUME PL, PLAT THEREOF RECORDED WASHINGTON, Llt:� OF THE COUNTY, BEGINNING T TERSECT INTERSECTION OF THE SOUTH NORTHEASTERLY 340 FEET OF 8THIDAVE. SOUTH; THENCE HENCE NORTH ER NORTHWESTERLY MARGIN O 256.09 FEET TO THE STESALONG WESTERLY THEASTERLY 48'15'03" WEST SAD LOT 13; THENCE NORTH 41 44 5 ET; TO THE LINE, 60.00 FEET, THENCE SOUTHI 481 T. THEN S0 SOUTH 39 49 EAST 6 MARGIN c 5, IN KING THENCE SOUTH 07 TO THE NORTHWESTERLY 48'15'03" EAST 130.00 FEET I4'57" WEST, ALONG SAID -IE 48TH EH THENCE U4 EGINNING . WSTERLYMARGIN2000 FEET To THE POINT OF B N O RTH INGRESS, EGRESS AND UTILITIES EASEMENT NCE THAT PORTION OF THE SOUTHWESTERLY ASURED A ONG THE LINE NORTHEASTERLY 340 FEET, AS THE GARDEN TRACTS CC RDGE 95,OIN KING LINE OF TRACT 13, FOSTORIA THEREOF RECORDED IN VOLUME 9 PLAT PLAT COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: OF OUT LINE OF THE BEGINNING AT THE INTERSECTION TTHE RACT WITH THE FEET OF SAID NORTHEASTERLY 340 NCE �RTH OF 48TH AVE. SOUTH; NORTHWESTERLY MARGIN FEETH EAST, ALONG SAID MARGIN, ' 41'44'57" NORTH 48'15'03" WEST 57.41 FEET T O WITH POINT FEE A R DIUSUOF 20.00 THENCE ON O F TE RucH�, -� R1 A AN OF a7 i w 00 �j1 ro0 �O D O 0 O OO- `Ssr i S- Elevation datum per City of Tuk Lot 3 OU, Sewer manhole #9 -44; inv. = 4 O A SO F rim = 56.0' O 8. 0 10' utility r 00. easement O`� Platted cent \ Lot 4 \ /���� h \`9 shed guy bt Lot U) \ 6G z Drainage S 0 Esmt.(Private) °� 10' utility cD rn easement P4Ln DO co Go cn S S�6 566,9 (LO r*i f �` .��0 existing 0S, house h� house \' / F \DSO �,S �' 13423 � Lot 1 / m SE 44.3' 10' Drainage in �er �a.elg5 :�°soCss `� S�e.�SOt. Esmt.(Private)O Qi 38.4 o 9CIO, �.o ^mss \ , 0 0- * SS -' s �L A, p cif 0" S i . 1 Ls o °s G a � o• a O / I cn edge asphalt (L) 00 paving U 0 Manhole #9 -44 i .�Q (as monumented -C 4-� 00 Monument in Case ead or Nail & Disk ug i w /cap #23604 / )e or rebar �' is • in t ; 4 o L " rx tA kt co wpm M� C) (?2) of QO.' rll LU 4u) CL U3 4�e� 10,1 Lij (P fq id 47 r S9 I w 0,0 CC- Zug m i I x 4 Lg CS3 4XD ;E :11oz ul J'06, LU IL -A--- V) C, LL V) 10 1-4 ............ m IL Ir A!.o S4— T-u 0 CIF (Y U3 ep Ll L 'n cc k z 19� (P Aj NI 13 'k W 0 LL U- 'WORKING TOWARD A BEYOR ENVIRONMENT td'Certificate of Sewer Availability OR 14816 Mill�ry Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 4A IQ ?( S 11q(77q Phone: W ( Property Address or Approximate Location: 1 34 )C7Ci .-- 4-9 A-✓ , S , Legal Description(Attach Map and Legal Description if necessary): 990cl -2 Sewer Service will be provided by side sewer connection only to an existing �o size sewer 0. -feetftvr -toe 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; rind /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. tea. 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 of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $DSO G6 SFC: $ 1900 UNIT: $ TOTAL: $ Z ^7 SC5 • �� (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /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 rzMay be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the late of signature. By Title T- Ir- of Date kaammena , • ME COMP ROOFING LAP SIDING W/ 6" REVEAL 4a TRIM (TR'i.3) 12 FRONT L!VATIOM rn m a LEFT ELEVATION I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Rona: (263} 770,4942 ALTERNATIVE DESIGN & PLANNIN PROFESSIONAL HOME DESIGNS e -ma(!: mikabnusa@netscape.net SCALE: l /4" = 1 L; r i-ILL COPY 1 APPX GRADE pol - 25 I e l evot ion not REQUIRED FOR: i'IECHANICAL [ELECTRICAL ePLUMBING LYAS PIPING CITY OF TUKWILA BUILDING DIVISION ▪ WON attar itarlonis par plan and naltedulo prtar to t - rsororNOnt rant woman a arts to nouns rta nd per to '-- spa as - i Oust moue ltt4!ffitea nt as mg at a0 attract and Opp& rot w►asatto pee vailGaitert a /MO. tostkin BROM %mai. ttteeMao or attar eaartryortoord ors to abo ospporboot dotal edge —opt dull net boor *Oat an road Irma* Froottb onthano mid glom owl aorraporii ar an sea a Via& anintartinnott g axe r as at as®rs and r ti7 admix jobl0000lpotaboaboo. SEPARATE PERMIT NOTE: CONTRACTOR 10 WON' ALL OPENS!** AV CONDITIONS PRIOR To C511WTIAV. Thesepb.os sae espyeleicbsd m a,.,.,..t with Waal statutes. 14ymont of use foe Is doe Alternative Design & Mating prior to mnstnaztlan (=cache:mutt:re tte32 haw thorn irinoL aepmdaclicby any anted of arpno, vnthe RN Svc: ea without written ?contusion from Alternative Design & Planing is e preasly prohlbltei Theme drawings and all Finis therefrom r the propetty ofAlharxwtivei7edgr.g> © 2000 ALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER 12 BACK ELEVATION RIGFtT ELEVATION SCALE: 1/4" = !'_may" SCALE: 1/4" = 1 loJ Po 1 2 t) igtiOk SAP 2 $ 2p01 1 6 VOID NOTE: cONIPACTGR 10 %SRII:Y AU. DC'S AM t MISR TO C42861NLIGI1OL These pima alb wvpyc eed &accordance watt&demi mbzbabbL Paymcnt°Fuse ice 4dnoAltcmativc Milan &e mingpiarto h far h structure haitttmwah@p'ma sq>radacdvn by any method of pert, or varintiora thereof without view; pormission from Mcmatrvo tlmtgn ± aiming is expressly prahibibad . These deawIngs end allpinta therefrom remalnt he property of Alternative Destop & Planing. © 200DALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER ` Y I- L te Is wr • 1' -0" r 12' -0" V 24 , 7x14 SCREENED VENT PER U.B.C. T-0" 15'- G AIML� SI�'AC 6 MILL V.S. 6 MILL V.E5. 36 "x24" CRAWL $PAGEI` i-li .4 4" CONC. 6L48 ON. 4" COMP. FILL TYP. SLOPE 3" TO DOORS 30' -0" - - : L -J r • :2' EDGE OE CONCRETE •r I' -IO1" , 16' -3" 20 ' -0" ao'-o" FOUNATION PLAN 3 m PATIO t '1" -- 71 I \ \ F, / I I f —U -- j,_ y 14' --O" (PATIO) n I I 11 24 I 24 "x24" a i GONG PADS (TYP) 2`-5" t•- 2 • (Si 9 1 4 I- N -I 6 ' -404" 6' -0" 15' 1© -0" 4 ' —o " GRAIAL eFAGE 6 MILL VS. SCALE: 1/4" = I1- 0ll V l ft i i -__.. _ •_ J -I 16" r 4: .a _ Do O SQUARE FOOTAGE SUMMARY Updated O2/16/2001 MAIN FLOOR 1000 S.F. UPPER FLOOR I3SS 5.F. TOTAL 23SS S.F. BASEMENT (unfit." Act calcu. ) XXXX S.F. GARAGE 400 5.F. COVERED PORCH(E5) 40 S.F. COVERED PATIO(S) XX S.F. OVERALL INI DTH 30' OVERALL DEPTH. . . 52 FOUNDATION VENTILATION 1" x 14" SCREENED FOUNDATION VENTS = .ro7 SQ FT. 925 a .6-1 10 REQ. VATS 150 PROVIDE 10 CI "x14 " ?VENTS = S2S SQ. FT. VENTS MAY BE INCREASED BY 25% DUE TO ACTUAL VENT AREA Sc UARE FOOTASE I , D TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN 1NHICH THEY ASCEND. OBI TO SELQk'( SPACES ARE NOT INCLUDED IN CALCULATIONS. &ARA6ES ARE NOT INCLUDED IN HOUSE SQUARE 1=OOTA i t olVON Tot NOM: Ct toTO VERPT AU. 011190,246 ? CONDITIONS MIR TO 02WIRCTICIN. Theseglaw are cnpyMeltted in acca dmwe with 6ederaletaemeti Payment chase fpcb CAI CIIIbvoDeer&PIo.tngprior to construction for ead% structure built from these plmu. Iteprocl by aaymetiwd of 01,p:4 or vnri al.=thereof w"$au wrfucn perm anion from Aixmativc Desi erpreest prohibited. Thaw drawinga and ail prints therefrom =41:$m pity of Altemstlive Design & Fl . Q 2000 ALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT C-- LATER I \ \, � I \� I F \ j ; f a Icy - / y `_ 1 = ��✓ - / t- -ti y y t 1 � rYf / J _J L. ` Y I- L te Is wr • 1' -0" r 12' -0" V 24 , 7x14 SCREENED VENT PER U.B.C. T-0" 15'- G AIML� SI�'AC 6 MILL V.S. 6 MILL V.E5. 36 "x24" CRAWL $PAGEI` i-li .4 4" CONC. 6L48 ON. 4" COMP. FILL TYP. SLOPE 3" TO DOORS 30' -0" - - : L -J r • :2' EDGE OE CONCRETE •r I' -IO1" , 16' -3" 20 ' -0" ao'-o" FOUNATION PLAN 3 m PATIO t '1" -- 71 I \ \ F, / I I f —U -- j,_ y 14' --O" (PATIO) n I I 11 24 I 24 "x24" a i GONG PADS (TYP) 2`-5" t•- 2 • (Si 9 1 4 I- N -I 6 ' -404" 6' -0" 15' 1© -0" 4 ' —o " GRAIAL eFAGE 6 MILL VS. SCALE: 1/4" = I1- 0ll V l ft i i -__.. _ •_ J -I 16" r 4: .a _ Do O SQUARE FOOTAGE SUMMARY Updated O2/16/2001 MAIN FLOOR 1000 S.F. UPPER FLOOR I3SS 5.F. TOTAL 23SS S.F. BASEMENT (unfit." Act calcu. ) XXXX S.F. GARAGE 400 5.F. COVERED PORCH(E5) 40 S.F. COVERED PATIO(S) XX S.F. OVERALL INI DTH 30' OVERALL DEPTH. . . 52 FOUNDATION VENTILATION 1" x 14" SCREENED FOUNDATION VENTS = .ro7 SQ FT. 925 a .6-1 10 REQ. VATS 150 PROVIDE 10 CI "x14 " ?VENTS = S2S SQ. FT. VENTS MAY BE INCREASED BY 25% DUE TO ACTUAL VENT AREA Sc UARE FOOTASE I , D TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN 1NHICH THEY ASCEND. OBI TO SELQk'( SPACES ARE NOT INCLUDED IN CALCULATIONS. &ARA6ES ARE NOT INCLUDED IN HOUSE SQUARE 1=OOTA i t olVON Tot NOM: Ct toTO VERPT AU. 011190,246 ? CONDITIONS MIR TO 02WIRCTICIN. Theseglaw are cnpyMeltted in acca dmwe with 6ederaletaemeti Payment chase fpcb CAI CIIIbvoDeer&PIo.tngprior to construction for ead% structure built from these plmu. Iteprocl by aaymetiwd of 01,p:4 or vnri al.=thereof w"$au wrfucn perm anion from Aixmativc Desi erpreest prohibited. Thaw drawinga and ail prints therefrom =41:$m pity of Altemstlive Design & Fl . Q 2000 ALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT C-- LATER e Efas ? 1 SIMPSON 5T I4 6x10 HF12 a SING -SON STHDIOR.L 12'—O" 5' -I" 51- DETAIL 1 '13" 5040 XO MEDIA ROOM S' -51" 5 16'-0" 20LO" I7xII SHEET = 50% OF SCALE SHOWN 4 1 — /_11 3 -0 11 50 0° IO'—ICA" 4' —I" 3' • 5" 5'-44" 4,1•0tt a . 2' -3M ir PANTRY REC. ROOM MAIN FLOOR FLAN I REFER la ' -6" 12` -2 1/45:10 -6tt 12 sP KIT *4ENETT $ 1 -0 " 6'O" lot-0" 1R� DETAIL /'pa u SIMP ON STHDIOR -I TR1' WWI y 2~0" SCALE: Y4" w I' -O" 9 2 ALL H4EADERS TO BE 6x5 U.N.O. SQUARE OOTAGE SUMMAR)" UpdaEod 02/16/2001 MAIN FLOOR 1000 S.F. UPPER FLOOR 1358 S.F. TOTAL 2388 S.F. BASEMENT (unflnJnot calcu. ) XXXX S.F. GARAfE 400 S.F. COVERED PORCH(ES) 40 S.F. COVERED FATIO(S) XX S.F. OVERALL WIDTH 3O' OVERALL DEPTH 52' 5OVAR1= FOOTASE 1S INSURED TO THE cuTSIR7E Or V A LL . STAIRS ARE GGUNTED ONCE TOINAIRP THE FLOOR IN WHICH THEY A5GaID. OPEN TO E!.O11 SPACES ARE NOT INCLUDED IN CALCULATIONS. 6A ARE NOT INCLUDED IN ROUSE SOUAR E roorA crr+c* EP 2-8 2ri ks LoNG 4. NOTE: C.ON R+ACtCR TO WW1' ALL DIII3ISI t .d] ] COND1TICN5 PRIOR TO OCNSTRICTION. Thew ptutt artarppiglWgl in atctc6inae tt+WWetRne++ara Paym ai.fmw at,'sdw stftetab.+u tia;pt.t tattaylvaGr w u410Yctitae wadi .t"mIat. Twat tr. wa thtdeptata R.pad.a{aa ty n11r metlad a! dL .roc toubmoatAm.t .;t hatmite, ,}aarliey:u1%.Atboatirotwip Pl teh in.frody pr alhit+; ad .7hdrdmwi1tr1n1MaaliaiteLttMMnoi mania dv p.svaANdtutimitw; [� 2000 ALTERNATIVE DESIGN & PLANING S RECEIVED CITY OF TUKWILA AUG 1 4 2001 INCOMPLETE LTA# A I 0 9 d2 1 PERMIT CENTER 9 74- .fl - -L 0 I 2 3' -5" 2 - 6' -5 MST R. BEDROOM 1 PIS I3' -4 "x10 -0" 133.4 sf 17 15 ! f ,7 BEl;RQOM cv 10 1/4" N 120.0 sf 40 X0 40E28 151 -PASS 4' -10" R/5 7' -0" �sD ' - 11' --22" ffi to 5 -5 N SEE WINDOW STRAP DETAIL 4' -0 54 SIMPSON LSTA36 STRAP I o' -a 1/2"x11'-z31/2" 122.4 sf 5040 XO U!R FLOOR PLAN 7 ' - SIMPSON LSTA36 STRAP ■•iilii IMMO ■11111 PANTR 16" SHELVES 5 1�,�u 3 - 6 DN 20' -01" (DECK) AMILY /LIVING 17'-G "x13 -I 11/4" 241.4 sf 20'_6" ISLAND I I KITCHEN 12L2 1/4 -15" I2 7.G of STOVE/OVEN V.T.O. ii tor RAISED EATING BAR REPER 0V UP 5 1 - p " 1 . 2 1 -0 . 11 5' -51" SCALE: Y4" = 3' -a" q SEE WINDOW STRAP DETAIL e SIMPSON LSTA30 STRAP NOTE: =mom TO MEOW ALL DISHE1016 a� COND ONO PRIM TO OCNOITEIZTOL X0 1-231 SIMPSON Jar TA36 STRAP ALL HEADERS 643 HP #2 U .N.O. SQUARE FOOTAGE SUMMARY Updated 02/16/2001 MAIN FLOOR . . 11000 S.F. UPPER FLOOR 1368 S.F. TOTAL 23836 S.F. BASEMENT (unFinJriot calcu. ) XX S.F. GARAGE 400 S.F. GOVEREI7 PORGWE5) 40 S.F. COVERED j' XX S.F. OVERALL WIDTH 3O' OVERALL PEPT1 -1 52' 5OLIARE FOOTASE I5 MEASURED TO THE OUTSIDE OP WALLS. STAIRS ARE COUNTED ONCE TOWARD TIME FLOOR IN WHICH THEY ASGEN1. OPEN TO SLOW SPACES NOT INCLUDED IN CALCULATIONS. 6A E f NOLLIDED IN HOUSE SQUARE POOTAGE t6 ( rtuxe gins err cvpyd dare rdan ewithdlstrlde+. Paymartof Imo kcti duo Alternative Dedgn& f+hningprlorto canstruclion for each - t- ^gi^— h+nitfrom tl+ac erns. �hym cav�ic�a Kilhou ver7N[ i pctmfe679n Fn m A$Cmailvc []g57gn do 7'ta.dog iS esprsisty pahtbttad_'alne drawbtg71 and 211 prints therefrom =maim:be ptopcay o fAlaeexlulva ➢ee<gn & Planing. Q 2000 ALTERNATIVE DESJGN $ PLANING RECEIVED CITY OF TLIto 1 II JUL 3 1 2001 PERMIT CENTER I \\ // I I \/ I \ L I \ \ \i / I I /\ I I I \ \ / / I / ` , i 30' —O 30 MAIN FLOOR FRAMING 3 12'-II" I \ / I I /\ r I// \ I SCALE: I /4" = I'-O" 1 \\ // I I \/ I I /\ I \ I/2 15.G•I..1OISTS 16" O.G, PER MFR. SPECS — VERSA RIM PER M. (TYP) SOUARE FOOTA 'E Updated 02/16/2001 MAIN FLOOR UPPER FLOOR TOTAL 1000 S.F. 1588 5.F. 2588 S.F. BASEMENT (unf rL /I1 t calcu. ) XXXX S.F. GARAGE 400 S.F. COVERED PORGI -+(ES) 40 S.F. COVERED PATIO(5) XX S.F. OVERALL 1N1DTH 50 OVERALL DEPTH. 52 SOUARE 1=OOTArSE IS MEASURED TO THE OUTSIDE OF INALL3. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH THEY' ASCEND. OPEN TO Si~LOV 4 SPACES ARE NOT INCLUDED IN CALCULATIONS. 6ARA6ES ARE NOT INCLUDED IN HOUSE SQUARe 1= ooTA6e SE? 28 ?_M AS 0E0 SUMMARY NOTE: COICRACTCR 10 VERIFY ALL DitliteCNS A V 021,111C0 MR TO Theseplg a are copyrighted ha agrorthrece With lxd letenttea. payment Inc of Poe la due Alternative Detign & Planingprlor a nr4on far eat. structure 8uatfram theaeples. II- anY megdo4 af sgpeawes wise= ihereof without written permission rim AkenuarveCtsfgn & Planing fa expressly pmhibked.Theme drawings and all pints therefrom rematrthe mopexty of Alternative Deaf &Planing. Q 2600 ALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWtLA JUL 3 1 2001 PERMIT CENTER -- ". –..ism :u -'- - ..ter. - -= -.. a` �. :� - . 7 13 ' - . Y _: i.' - -' "t i e ---- r - ::•; : n,1 n _,I " i \firi I 1 / ` I � r■ r 1� I k_ I I I I I I I I I I I i 4x4 POSTS F ] I (TIT) I IN/ 4xS POSTS I ;e s r 1 i AT SPLICES 1 i I i 1 I I I L l r I I I I I i� 1 i# 1 st - V . 4 4 1 MEC i ! -0 I 1 tV 1 i- P ZIP IV i i J � \ I r1 1 I \/ i . -t I Ii i \ \I k_ _sl �i I I i l -' 1 1 i I% 1 1 . 1 I rr { 17 I 1 , 1 I r -. - I I I I+'— I -� I ti •err 1 I / \ I I v/ I \ `I I ! 1 1 ' i 1 1 1 i 1 I i I I I ,.1=1 I I ra r. I 1 . 7 S p `o • : �' r i —_c ' 4 I + T.. ,4 1 I \\ // I I \/ I \ L I \ \ \i / I I /\ I I I \ \ / / I / ` , i 30' —O 30 MAIN FLOOR FRAMING 3 12'-II" I \ / I I /\ r I// \ I SCALE: I /4" = I'-O" 1 \\ // I I \/ I I /\ I \ I/2 15.G•I..1OISTS 16" O.G, PER MFR. SPECS — VERSA RIM PER M. (TYP) SOUARE FOOTA 'E Updated 02/16/2001 MAIN FLOOR UPPER FLOOR TOTAL 1000 S.F. 1588 5.F. 2588 S.F. BASEMENT (unf rL /I1 t calcu. ) XXXX S.F. GARAGE 400 S.F. COVERED PORGI -+(ES) 40 S.F. COVERED PATIO(5) XX S.F. OVERALL 1N1DTH 50 OVERALL DEPTH. 52 SOUARE 1=OOTArSE IS MEASURED TO THE OUTSIDE OF INALL3. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH THEY' ASCEND. OPEN TO Si~LOV 4 SPACES ARE NOT INCLUDED IN CALCULATIONS. 6ARA6ES ARE NOT INCLUDED IN HOUSE SQUARe 1= ooTA6e SE? 28 ?_M AS 0E0 SUMMARY NOTE: COICRACTCR 10 VERIFY ALL DitliteCNS A V 021,111C0 MR TO Theseplg a are copyrighted ha agrorthrece With lxd letenttea. payment Inc of Poe la due Alternative Detign & Planingprlor a nr4on far eat. structure 8uatfram theaeples. II- anY megdo4 af sgpeawes wise= ihereof without written permission rim AkenuarveCtsfgn & Planing fa expressly pmhibked.Theme drawings and all pints therefrom rematrthe mopexty of Alternative Deaf &Planing. Q 2600 ALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWtLA JUL 3 1 2001 PERMIT CENTER 11 1/5 B.C.I. - JOISTS @ 16" O.G. PER MFR. FERSA RIM PER MFR. OR i ARALAM 5 VS" x I5.5 b.L_ B: 24F -V4 6 _._----- _..�.-- - - - - -- 4x12 HP # ��----- r.= .---- _- _.- ._----- _ ---._ UPPER FLOOR FRAMIN6 x10 #t = #2 SCALE" 1/4" = 11.011 ►I 2' -O" SQUARE FOOTA Updated 02/16/2001 MAIN FLOOR UPPER FLOOR TOTAL BASEMENT (rif in inat �alcu. GARAGE • . COVERED PORCHES) COVERED PATIOS) OVERALL WIDTH OVERALL DEPTH 2x8 TREATED .1OISTS @ 16" O.G. 11 1/S S.G.I ..101 STS g 16" O.G. PER. MFR. WALL LINES SELO1til FERSA RIM PER M. OR PARALAM S 1000 S.F. 1358 S.F. 2358 5.F. ) XXXX S.F. 400 5.F. 4Q S.F. XX S.F. 30' 52' ea/ARE FOOTAt tS I-EASUREI, TO THE OUTSIDE OF FNALL5 STAiR5 ARE GOlJNTED 0NOE TOWARD Tre FLOOR IN WHICH Ti-er ASGENO. OPEN TO 3E1_014 SPACES ARE NOT INGL.UPED IN GALGULATIONS, GARAGES ARE NOT INGLUDED IN HOUSE SOLJARE 1= 2OTA6E NOTE: COMIR6CtOR TO 7 AU meal* AD worm i OONSTRICTiON. 7tmreg s are copyrighted [ nae datxe Payment of vac fca 1s due Al natlrc rxafgn & Piamngprlor fo onotroation for ceci. sarootare bunt from thaw pimu. $apmdnctim by any zoe4ad of aD,paw. etvadadons tboreof wfdaaat written pemlieatdl from rt orn:Ida* D ign & Planing i 4te y Mae ot Altana: De Pia** & & rceh'om QC 2000 ALTERNATNE DESIGN & PLANING RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER •ROOF PLAN SOALE: 1/4" = I' -O" Updated 02116/2001 MAIN FLOOR UPPER FLOOR NOTE: NOTE: ALL ROOD TRUSS DES! &N TO BE DONE BY TRUSS MFR. -TRUSS LAYOUT TO BE REVIEWED AND APPROVED I P TRU55 MANUFACTURER PRIOR TO CONSTRUCTION. ALL CHANGES AND OR ADDITIONS TO 11415 PLAN TO BE SUBMITTED AND APPROVED SY ARCHITECT FRIOR TO CONSTRUCTION. -TRUCZCS SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAYYfNGS Aht17 CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED 9TRUGTURAL ETI6INECR_ ALL TRUSS PLATES AND CONNECTORS SHALL BE I.G.5.0. APPROVED. VERIFY MECHANICAL UNIT LOADS AND LOCATIONS W1TH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW FR10R TO FABRICATION. - TRUSSES SHALL BE STAMPED SY THE MANUFACTURER OR BY A QUALITY CONTROL ASENGY H As THE WASHINGTON STATE TRUSS FABRICATORS C.OUNCIL. - NON - LEAFING WALLS SHOUL!? SE HELD AWAY FROM THE TRUSS BOTTOM CORD WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT SEAR ON THE WALL. -ALL ROOF TRUSSES SHALL DE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AND INTEGRAL PART OF THE WHOLE ROOF. TRUE SHALL HAVE r10(NT5 WELL FITTED AND SHALL HAVE ALL THE TENSION MARS WELL TIGHTENED DM ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ROOF VENT CALCULATIONS X,xxx 5Q. FT. OF ROOF AREA DIVIDED BY I SQ. FT. OF VENTABLE AREA PER SOO SQ. FT. EQUALS X_XX SOFT. PROVIDE 50% (X.X 50. FT.) OF SOFFIT VENTS AND 50% (XX 5Q. Ti F ROOF .LACKS AT MIN. 3S° ABOVE EAVE AT ROOF AREA (EXGLUDIN& THE AREA OVER COVERED PORCH), PER U.13.0. So& 1505.5. EVENLY SPACE VENTS THROUGHOUT ROOF AREA FOR BALANCED CROSS VENTILATION. SGUARE FOOTA3E TOTAL BASEMENT (Ljnl'li. /nat GAI GU. GA +RAE COVEREp 170RO (E GWVERE' FATIO(S} OVERALL WIDTH OVERALL DEPTH INSTALL SIMt'SON HURRICANE TIE HI AT EACH TRUSS/RAFTER TO PLATE INTE SECTION. SUMMARY (000 S.F. 1365 S.F. 2365 S.F. XXXX S:F. 400 S.F. 40 S.F. XX S.F. 50' 52' SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH THEY ASCEND. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. GARAGES ARE NOT INCLUDED IN HOUSE SQUARE FOOTAGE ciT1 I4 WOO stp 2 S 201 p pis; D IyG Qr051 NOTE: CONTRACTOR 10 VERIFY ALL MB'18561Ct A v COND r ON8 tit TO Ca46rl i Ifteeepianserecapyetg#ed &acc rdance with &de cal Payment of uic Ix ii due Aitehistive Dodge & Planing prior to emeructim, for =all mumsebuilthy= three Venn aeprodnnotion6yeny method ofsU,P mothrboroelorod without written permfaeion from Alternative acafgn & Months le YP -These drawings and all priors therefrom mouth the property of Alternative teaigo &Planing. 0 20OO ALTESNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER 1 K H U 0/ 0/ TAW APA RATED WALL SHEATHINGS w/ BRACT WALL NAIL SHEATHING wf 8d AT 6" o a. AT PAN L E17FaE5 AND 12' 04. IN FIELD) 2x6 RIM JOIST PER PLAN 2x6 P.T. SILL PLATE w/ 5/3" 010. ANCHOR BOLTS AT 6 04. AND 12° MAX. FROM ENDS w/ 7" MIN. EMBEDMENT R AND 2 x2 /16' PLATE TIGHTLIM STORM' DRAIN (I REWIRED) 4" do. PBP.F. FND. DRAIN (IF R .IIRET7) 51DIN6 PER ELEVATION 0/ TYVEK 0/ SH°ATHING w/ BRACED WALL PANEL PER PLAN (NAIL SHEATHING w/ 6d AT 6" 0.4. AT PANEL EDGES ANC? 12" oc. IN FIELD) RIM JOIST PER FRAMING PLAN 2x6 GONT. GAB NAILER �, TOP ES XRBITT1N6 PANEL. �� r� , PER !ELEVATION 0/ "7/16• APA RATED WALL cATHIN& w/ BRACED PLAN (NAIL PANEL w/ 8d AT 6" 04. AT PANEL EDP AND 12" o4. IN FIELD) IMO \\ \'/ FINISHED GRADE 5/4' AT 45 dog: B --1/2" GONG. SLAB SLOPE AWAY FROM HOUSE I ( PLAN) f'1 12" bLUP 4 4NA1! D SLIBFL.00ti WINORIANAWAS COMPACT FILL FROM FOOTING TO TOP OF PORCH FOUNDATION WALL SOAL.EI 8/4' 2x6 WALL STUDS O 16" 04. V2" 61'i AT WALLS R -I4 GATT WALL INSJL.ATION 2x6 WALL BOTTOM PLATE R l EAT1" FLOOR INSULATION 2x FLOOR JOIST AT 16" a.C. PER PLAN *4 VERT. BAR AT 16' 0.4. 44 CONT. HORIZ. BAR ( 0.c. BARS N.) v4/ 12" MIN. LAP I A fNTS (2) *4 CONT. IN FOOTING IV FOUNDATION 4ALL £,GAL.Mi 5/4" = 1' -0" 234 WALL STUDS 0 16' o.c. V2' OM AT WALLS R I4 BAIT WALL INSULATION 2x6 WALL BOTTOM PLATE BATT FLOOR INSULATION (DEPTH OF JDIST x 129 23/52" TS 4 NAI PLYWOOD OQR FLIDOR INGa N V2" &NB AT GEILIN6 I/2' Gds AT WALLS R-14 BATT WALL INSULATION 2x6 WALL Sf117S 0 kW 04. INALL 1 FLOOR INTERVENIN6 GcA1.E, 3/4' • 1'-.O (JOISTS PAPAW.L. TO WAIJ.) mayor METAL FLASHING SYSTEM CONC. A I FLOOR w/ CEDAR 'TRIM BOARD SLA5 AT PORCH FLOOR JOIST PER PLAN APPROX GRA17E ,r' I , // '/,.&'/ ' /./ / AV, �. '// / / \ / / / )\'' '\ 1 \ \ \\ \ \ \ , fi x / \4 / \ \/\ < re \ZV\ \ 1 rn FLOOR PER PLA 2x4 EACH SIDE ISOLATED FOOTING SGAL.E. SI'4' I EXTJSRFOR WALL NOTE$ SEE PLAN AND OTHER DETAILS FOR FLOOD FRAMING ATIONS AND FOUNDATION SPECIFIC R -I4 GATT FLOOR INSULATION 5/4 IL YV OO1 5u8FLOOR GLUED 4 itittatil Nan 4 2x SOLID BLOCK (2) 61N ANCHORS AT EACH POST PER PLAN v4./ of INTERIOR GRAM W/ 6 mtl. BLACK V1SQUEEN Y.B. NI 12" MIN. LAP AT JOINTS '% / / \/ AR PM PLAN \ \ \ \ \ \\ \\ f \ t / \ \ 15TURBED SOIL BEING AT F00TINS P-040 ti 5/S" TYPE 'X' GM w/ FIRE TAPE AT ALL PANEL EDSES. EXT©1D GM TO ROOF SHEATHING. (NAIL, w/ 5c1 GAOLER NAILS N WALL I5 BRACE �) 2x RIM JOIST PER PLAN sia"P.T. SINK et OL. AT 6'-o° o.o. AND 12° MAX. FR.014 T ENDS NI 7" MIN. EMAM AND 2 °x2 "x3/16' SLAB 6RANULAR FILL HOUSE /GARAGE FOUNDATION MALL 2x6 WALL STUD c 16° arc. K I ELEVATION 7/16' APA RATED WALL SHEATHING W/ ERACED (NAIL ' PANEL PER w/ d AT 6" o.c. AT PANEL EDGES AND 12" o.t;. IN FIELD) EU1 rINEr PANEL EDGES TO TO RIM JOIST PER PLAN FINISHED .4 TIGHTLINE STORM ,DRAIN (IF RF-QUIIZED) BITUMINOUS WALL COATING BELOW GRAPES 12" OF FREE - �IN FILL MATERIAL FR AMINE; SHEATHING. AND ALL EMT. WALLS TO BE 114 PLACE PRIOR TO BACK- FI I +V J I FOUNDATI 4" ea. rerxpeulf247) f3" 3ASE14 NT FAUN x f €iG AL.1w t 11!/4' s 1'-0+ 2x6 WALL STUDS 0 16' 04. 1/2 GAB AT MALLS R -la BAIT Y IAI. - INSULATION 2x6 WALL BOTTOM PLATE R-14 BATT FLOOR INSULATION 23/'32" T415 PLYWOOD SUBFLOOR 6I.U132 t NAILED 2x FLOOR JOIST Al' IS° o4. PER PLAN *4 VERT. BAR AT 16" 0.c.. *4 CONT. HORIZ. BAR AT 19° 04. (2 BARS MIN.) S mx" BLACK VISWEEN . \ s . \ ' /�'' / ��� � � ( ' (2) *4 GONT. IN rooms 0 1 - 231 V2" GLAID AT WALLS R -11 BAIT WALL INSULATION 2x6 WALL SOl TOt4i PLATE R -I4 BATT FLOOR INSULATION 23x32' T IS PLYWOOD SUSFLOOR GUJED 4 NAILED POOR J015T - =` PLAN (ATTACH JOIS :- • SILL PLATE w/ SIMPSO ANGLE) 2x5 P T. SILL • TE w/ 5 /E' dla. A : " - BOLTS AT . -o' o .: AND 12' MAX FROM w _ w/ •T' MIN. SA T AND 2 11 x2 11 x5A6° (TYPIG AT FULL FM. ESSMT. WALL,) T. HO RIZ. BAR O" 04. VERT. BAR AT 16" oz. 2x6 FURRED G7 AND ♦ " ZONAL - NOT so ' * ) VERT. DOWEL. 0 16" 04. FOOTING' IN ' 24" MIN. LAP) INSULATION ( 4° GONG. SLAB 0/ 6 MIL. V.S. 0/ GRANULAR PILL. CITY Of TAM APPROVED SEP 2 8 2001 AS NOTED iMLDT iG DTVT� +1 a T I ON INALL TG G0140. WALL) P -070 fN o r 1 N . EARS NOM geGIMACtalt 1O01.1. COMM IWO =DWG MCC TO COSTP=1101. The:lapis= are eopyrig'hEedla =ma:at °wfflifederalpi#ghy. Payment of we fee le due Altornsdve nalgn & Planing prior to mn:dosed= for each rtro true8"alfivrtfit=plea Repmetastixt. lay ony method of all, pa:4 or venation' thereof without written p Imi eaion hum Alterna te° Amlgn & firth g is expressly prohibited These dnWings and all prNHttherefrom re athe impe _ty &fY"n6ig ©2000 ALTEFWATIVE DESIGN & PLANING RECEIVED CITY OF TUKWII.A JUL 3 1 2001 PERMIT CENTER COMr ROOTINo 15L6 FELT PAPER It" 0.9J3•4TNING TIMES PER I'IFCs ANTED ELAC a AT ALL JOISTS VIN7L FRAME IINDW W/ N5. a.456 2x6 STUDS s" OZ. R -19 INSULATION 1 Oa$. SI EATNIN[f 1TvEK WRAP Md. LAP SIDNCs 3 4" T4G FL71110OD Gum 4 NAILED JOISTS *16° DC. (FER FLAN) UNDW I4PR FEi2 PLAN 5/4" TRIM SIFIRROUND VINYL FLAME ILNDW W/ NS. GLASS 2xs STUDS a 24" O.C. R -19 INSULATION " Tie PLYWOOD GLUED 4 NAILED JOISTS O 16" OC.. (PER FLAN) R -t9 N5ULATION 514" x TRIM SAND 2x P.T. WOOD SILL • 5/4" CEDAR FA .1A CG14TNUIOUS 1"ETAL GUTTER UNaW HDR FER PLAN -- &/4" TRIM SURRO.ND N. T 1 =11. , =-11=1.1=11=11=--.' , . 4" TIC/14TLINE FOR RCCF DRAINS - 4" FERF. FTCs. J0R.N -_ TYPICAL WALL SECTION REBAR FER DETAIL R -30 N5ULAT 6 MIL VS. —� 4 1 5I DIN& PER ELEVATION 0/ T /I6 % HOUSE P A of SHEATHING? r1/ BRACED NAiLL PANEL PER. PLAN )AIL SHEATHING vr/ Ed AT 6' 4.4. AT PANEL EDGES AND 12° a.c. IN MELD) RIM JOIST PER FRAMIN& PLAN .1TTIN& PANEL IEDSES o iaNro COMM MEMBERS 1/16" APA RATED SOFFIT. 2x4 NAILING BLOCK TOP PLATES SIDING "MASK +O ELEVATION / 0/ SHEATHING DRRAGED PALL PANEL- PER PLAN (NAIL 6" AT PANEL. MGM AND I2" o.c. IN FIELD) 246 NAL.L STUDS a 16' o.c. 1/2" 6WB AT I*IALLS R-I4 BAIT WALL INSULATION 276 PALL SCerrot4 PLATE I4 BATT FLOOR INSULATION FULL L.ENSTH OF CANT. 29/52" L S �NdAILLED C SUIBFLOOR CANTILEVER FLOOR FLOOR JOIST PER FRAMNS PLAN 1/.2" 61 AT CEILING 2x BLOCK BETWEEN EACH JOIST R-14 BATT WALL. INSULATION E/2" c5F+ 3 AT WALLS 2x6 WALL STUDS 0 I6' o.c. Ti4 rn SIMMS 1/16" APA RATED WALL SHEATHINS v4/ BRACED WALL PANEL PER FLAN (NAIL SHEATHING w/ Sd Ar 6' tax._ AT PANEL AND I2° a.G. IN FIELD) �_ JTrINb PANEL COMMON N ONTO 2x RIM JOIST PER PLAN 2x6 P.T. SILL PLATE vt/ WS" dn. Ah�HOR BOLTS AT 6'-0' or.. AND 12" MAX. FROM ENDS w/ 1' MIN. ANT AND 2 "x2"x°/16" PLATE MAC TI6HThINE REGUIRa 4' 410. FWD. DRAIN (1F REQUIRED) MFR. ROOF TRUSSES AT 24' oz. COMPOSITION SHI1LL5 PER ELEVATION 0/ I5# ISUILDIN6 PAPIER 7/16" APA RATED SHEATH vv/ 8d AT 6" o a. AT PANEL. EDOM AND 12" a.. WI FIELD 12" ABV INSULATION T v I-F / EXTEND N. CLEAR AIRSPACE 2x VENT BLOCK LP N T ANEL EXPO ED EAVE FASCIA W/ SEAMLESS isUrrER FINISHED &RADE SCALE, W4° �T L T SIMMS PER ELEVATION 0/ TYVEK HQ SE RAP o/ , '7/16 APA RATED WALL SHEATHING v4/ BR.AGED WALL PANEL PER PLAN (NAIL EHEAMING : rt/ Sd AT (2" oz... AT PANEL E AND l2' 04. M FIELD) WFAEIIITIN& PANEL O TC FRAME ONTO COMM MEMBERS £GI4..E. 5/4° s lid?" 2x6 WALL STUDS a 16" o:a. I /2° &'4S AT WALLS R -I4 BATT WALL INSULATION 2x6 WALL FOTTOM PLATE R -lq BATT FLOOR INSULATION 23/32" T4G PLYWOOD SUHFLOOR 61.1-teD 4 NAILED 2x FLOOR JOIST AT 16" 4.c.. PER FLAN DEL- 2x6 WALL TOP PLATE 2x6 WALL STUDS a 16" 04- *4 PERT. EAR AT 16" o.c. 4 coNr. fIOF2LZ. BAR AT IS oz.. (2 i BLACK 6 K VI v4/ . 12" AT Nv$ (2) *4 CONT. IN FODT1N9 8" FOUNVATION v/ POW i4ALL AlAtittlf lifiTATirfiralUTIVE . 7 1/2° SWIS AT CEILING SIMPSON HI AT EVERY TRUSS R-14 BAIT WALL INSULATION I/2' ORS AT WALLS 2x6 WALL STUDS a 16 oz. ROOP TRUSS PETAL AT !AVE Clif Of IOW SEP 28 ZOO As lip;60 NOTE aocoeman to War AIL. MUMS /OR et210110143 PISMO 0269=1151t thaseplrmaxp copyrighted Ea accords= with Waal atatoxs. Payment awe roc is sine Altmiativc Design & Planing prior to mnsInrr@an forwdiKructroc built from them pfm°c a by any method rf suPeetCormiadisns4imed without written permission from Ahornadva Deign k P4rrtag is expressly prohibite3 Thee drawings mid all prints therefrom sems ia t hepropwly"rAAternativ°Dar[gn &Planing. t 2000 ALTERNATIVE DESIGN & PLANING RECEIVED CITY OF TUKWI -P JUL 3 2001 PERMIT CENTER FAN TESTED GPM at 0,2E W.G. MINIMUM FLEX DIAMETER MAXI MUM LENGTH MINIMUM. SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I FEET 'SO 4 INCH 25' 4'INGH 70' Eft '30 51NCH - 40' 5 INCH 100' S 50 6 INCH NO LIMIT . 8.'INat NO LIMIT S J3O 4 INCH' N/A 4 INCH- : 20' 5 $0 5 INCH IS 5 INCH 100' $0 6 INCH 4DI 6 INCH - NO LIMIT 3 100 IS, ENGHP N/A 5 "INC14 . SO` 3 100 6 INCH 455' 6 INGH -' . NO LIMIT 3 125 6 INCH 15' 6 INCH ` NO LIMIT S 129 1 INCH 70' 1 INCH .: NO LIMIT 5 NUMBER OE BEDROOMS MINIMUM $MDOTH DUCT D IAMETER MINIMUM - FLEX DUCE' 17I AMETEK _ . =: MA> IMUM . : LENGTH ::. PEET - MAXIMUM NUMBER OF ELE30Y IS ' 2 OR LESS $., '1„ 20' 120 -E. Eft 20' IRO 4 0RR MORE a" 4 1C]' S BEDROOMS -GEM MINIMUM MAXIMUM 2 OR LESS BO 15 5 SO 120 100 150 5 IRO EEO WNSTRUGTION NOTES: NE RA E M BUILDING GOP REQUIREMENTS ARE TO BE PQLLOVED. 1441 EDITION AND ALL !GABLE CODES AND AUTHORITIES HAVINI6 JURISDICTION. DNNE& ONSTRUGTION TYPE VN SEISMIC ZONE. S ANDY GROUP. R - S WIND SPEED, 80 MPH B FIE. B EXPOSURE Y, RE z0 E 5UR TE 60R 'V IF I PRoVIDE TE BRAcINS AS a1 C.QN N9 CONSTRUCTION BE EN I TALL.I^i7. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND REPORT ALL ISCEZE1 ANG1'=S TO THE DESIGNER AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE GEDENGE OVER 5GALED DRAJNINSS, SITE 1'IORK GENERAL UNLESS A SOILS INVESTIGATION SY A QUALIFIED 5O1L5 ENGINEER I9 PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERA61; 501! BEARING OF 2000 ESP. EXTERIOR FOOTINGS SHALL DEAR l'6 {MINIMUM) BELOW FINISHEP GRADE. ALL FOOTIN65 TO BEAR ON FIRM UNDIETURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO DE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. FOUNDATION GENyERAL MINIMUM GLASS AND U51; FsG SLUMP SACKS /G Y. A,. FOOTINGS ANID FOUNDATIONS 2500 5 - 4 5 1/2 B. SLADE CON GRADE 2300 S - 4 5 1/2 I. AIR ENTRAINING AGENT (SSE TO 6%) TO BE USER IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. POSSOLITH 000 SERIES (4 OZ. PER 100# of CEMENT) TO BE USED IN ALL CONCRETE. S. MIX MAY BE P1:SIENEEID IN ACCORDANCE WITH THE PROVISIONS OF'SEGTION 1404 OF THE 4, WATER -- CEMENT RATIO PER IBC TABLE I4 -A-S. REINFaRGIN6 STEEL. ASTM AbIS GRADE= 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN E tPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 815. CoNGRETE COVER OF REINI°17RCING 8' CONCRETE CAST AEAINST AND PERMANENTLY EXPOSED TO EARTH. 11/2" CONCRETE EXPOSED) TO EARTH OR A ATHEER. I 1 /2' SEAMS AND COLUMNS NOT E=XPOSED TO EARTH OR WEATHER. S/4 SLABS AND WALLS NOT EXPOSE=D TO EARTH OR WEATHER. LAP COLUMN VERTICALS. GLASS 'A' CONCRETE AND MASONRY COLUMN AND MALL VER71GAL5 52 DtAivIETERS. LAP ALL OTHER REINFORGIN6 24 DIAMETERS. 5PLIG55 AT TENSION REGIONS SHALL NOT BE PERMITTED. ANCHOR BOLTS AMGHoR BOLTS ARE TO BE 5/S" dia. x 10" ASTM -A8O1 AT 6' -O° d.c. UNLESS NOTED OTHERWISE BY ENGINEER A/ 7" MIN. EMBEDMENT. SILL PLATE WASHERS TO EE 2" x 2" x 5/16 ". THERE SHALL BE A MIN. OF TWO ANCHOR BOLTS PER FOUNDATION SILL PLATE WITH ONE BOLT LOCATED WITHIN I2" OF EACH EN12 OF EACH SILL PLATE. BASEMENT WALLS ALL E3A5>=MENT HALLS BELOW FINISHED GRAVE SHALL SE DAMP- I'ROOrPED OUTSIDE SY APPROVED METHODS AND MATERIALS. CARPENTRY GENERAL ALL FRAMING TO COMPLY WITH L)8C. CHAPTER 23. NAIL SIZES AND 61 TO CONFORM TO USG TABLE 2S- R-B -I, ALL VNOOD IN CONTAGT V #TH CONCRETE TO BE PRESSURE TREATED. 6' MIN. CLEARANCE BETWEEN MOD AND EMETIC 18' MEN. CLEARANCE 8ETVlEEEN FLOOR JOIST AND EARTH. 12" MIN. GLEM ANGE BETWEEN FLOOR DAMS AND EARTH. LUMVER STRENGTH (UNITS IN F'SI) s-runs HEM- FIR S►3 STUD GRADE JOIST, RAFTERS HEM - FIR 02 BEAMS, HEA17ERS, LINTELS GIRDERS 4" NOMINAL Doi* Da - PIP 412 6" NOMINAL DOUG - FIR 0E GLUED LAMINATED TIMBERS DOUG - FIR LARCH (24F - V4) MICRO - LAM LVL DOUG - FIR LARGH WADING ROOF IT FEE DEAD LOAD FLOOR 10 PEE DEAD LOAD DECK 5 PST DEAD !OAP INTERIOR PARTITION EXTERIOR PARTITION F v 75 75 76 C4E3 85 ISO 285 F 500 850 875 1E50 2400 2600 + 25 PEE LIVE LOAD 4 40 ESP LIVE LOAD + 60 PSF LIVE LOAD WOOD S ARIN& ON OR INSTALLED WITHIN I" OF MASONRY OR GONGRETE SHALL 8E TREATED WITH AN APPROVED PRE=SERVATIVE, SOLID FLOCKING OF NOT LESS THAN 7x THIGKNE55 SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOIST'S AND RAFTERS. E !,200,000 1 ,200,000 1 500,000 1600,000 I,60O,OQO I,800poo vf0apoo = 42 PSF a '3O PSF • 65 PSF a 7 Pap ▪ 10Per PLYWOOD WALL AND ROOF SHEATHING SHALL BE 7/16' GDX PLYWOOD, UNLESS OTHERWISE SPEcIFIE P. MINIMUM AN INDE.X D E 24/� FLOO SF E A T P HINN6 SHALL SE 28/ EDGES AND T46LD Yi"IOOD UN LESS OTHERWISE SPECIFIED. FLOOR SHEATHING SHALL BE GLUED AND NAILED W SCI AT 6' ot.. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INPX SHALL SE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. 058 5HEATHIN6 PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL SE ALLOYED. STRUCTURAL GLUED - LAMINATED LUMBER SHALL BE DOUGLAS FIR FABRICATEP TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD P5 56. LUMBER SHALL BE of SUCH GRADE TO PIRoVIDE NORMAL V10RKEN6 STRESS VALUE5 OF 2400 PSI IN BENDING 1100 P51 IN TENSION, 1600 PSI IN COMPRESSION PARALLEL TO BRAIN: 560 PSI IN COMPRESSION PERPENDICULAR TO &RAIN AND I P51 HORIZONTAL SHEAR (COMBINATION 24F - V4). LAMINATED MEMBERS TO BE AITG CERTIFIED. USE WATERPROOF GLUE. WOOD TRUSSES TRUSSES SHALL. ESE DESIGNED BY A REGISTERED VVASHINSTON STATE ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. TRUSSES TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. APPROVED HANGERS SHALL. BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUES. ALL ROOF TRUSSES SHALL EE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL or OF THE VEHOLE BUILDING. ROOF TI TRUSSES TEE N I SHALL HAVE -JOINTS BEFORE AANY LOAD IS PLAGE UPON 31-E �5 ALL ANT EERY SHALL se USED TO BRACE ALL TRUSSES. INSULATION AND Alit INFILTRATION GENERAL UNLESS NOTED OTHVERVVISE, INSULATION TO BE PER W.S.E.G. TABLE 6 -2 INSULATION BAFFLES TO MAINTAIN I" VENTILATION ABOVE INSULATION SAAPLES TO EXTEND 8" ABOVE BATT INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS STAPLE FACED BATTS FRICTION FIT UNFAGED BATTS USE PVA PAINT WITH A DRY CUP PERM RATING OF I MAX. AT WALLS USE PVA PAINT WITH A DRY CUP PERM RATING OF € MAX. AT GEILINS R -LO INSULATION UNDER ELECTRIC, EATER HEATERS, SERVICE WATER PEPINE IN UNCONDITIONED SPACES TO OE INSULATED WITH R -S. INF ILTRATION CONTROL 1. EXTERIOR - JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS DETVEEN WALLS AND POUNOATIONS, BUNSEN MALLS AND ROOF AND 13ETVIEEN WALL PANELS, OPENINGS AT PENETRATIONS or UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INGLUDIN6 ACCESS PANELS INTO UNHEATED SPACES, SHALL SE_ SEALED, CAULED, 6ASICETED OR INEATHER- STRIP?EP TO LIMIT AIR LEAKAGE. 2, ALL EXTERIOR DOORS, OTHER THAN TIRE -RATED DOORS, SHALL SE DESIGNED TO LIMIT AIR LEAEGA'E AROUND THEIR PERIMETER WHEN IN A OLO5ED POSITION. VAPOR BARRIERS I GROUND - COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLE2D IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE GEILINSS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ANC AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY SE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND SAPS BETWEEN THE PACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.0069 BLACK POLYETHYLENE OR EQUIVALENT, SHALL SE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION VIALL. THE NET FREE VENTlLATIN6 AREA FOR ATTIC VENTILATION MAY SE 1/500 OP THE AREA OP THE VENTILATE)? SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING NOT EXCEEDING I IS INSTALLED ON THE WARM SIDE OF THE INSULATION. DOORS, 1"1 I NDOV4S, 4 SKYLIGHTS GENERAL_ DOORS TO THE EXTERIOR SHALL HAVE MAX. S" STEP TO MIN. 86" DEEP LANDING. ALL. GLAZING TO BE PER IH.S.E.G. TABLE 6 -2 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY E6RE55 WINDOWS MINIMUM NET CLEAR OPENING OF 5.7 SO. FT. MIN. NET CLEAR OPENABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. FRENCH DOORS TO BE DOUBLE GLAZED NON - TESTED ASSUMED U VALUE OP .EIS. (UNLESS NOTED OTHERWISE) FACTORY BUILT Y'IINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF OS CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 285.13. SITE BUILT AND MILL VVORIC SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE OUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. 511E1146 GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF OS GFM INFILTRATION PER SGUAME FOOT OF DOOR AREA. SAFETY GLAZING LOCATIONS AS PER UBC SECTION 2406.4. (SEE PLAN) 1. lNSE'.1=:r AND E:CERE95 DOORS 2. SLEDINS 6LA55 DOORS, SEIN61NG 6LA55 DO055 S. SHOWER AND BATHTUB ENCLOSURE'S 4. GLAZING W/ THE? EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL ElDEE OF A DOOR IN THE CLOSED PORTION 4 BOTTOM EPEE IS LESS THAN 60' ABOVE TEE VVALKINS SERFAGE S. GLAZING GREATER THAN 4 S.F. LESS THAN 18" ABOVE FINISHED FLOOR 6. GLAZEN6 IN GUARDRAILS SCREENS NEW NOT BE PROVIDED AT rSKYLtSHTS WHETS FULLY TEMPERED LASS 15 USED AS SINGLE: GLAZING OR IN ALL PANES INSULATING LASS UNIT AND ALL OF THE FOLLOWINS CONDITIONS ARE MET, I. THE GLAZING AREA DOES NOT EXCEED 16 SGUARE FEET. 2. THE HIGHEST PINT OF THE GLASS IS NOT TO BE MORE THAN 12' ABOVE ANY VNALKINF+ SURFACE OR ACCESSIBLE AREA. S. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 8/16 ". ME I CAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS I FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS. ALL SOLID BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS crab AND 406, U.M.C. HEATING EACH DUELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAININ$ A TEMPERATURE OF 70 DEGREES F. AT A HEIGHT OF 5' ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN SECTION S02.1 OF THE W.S.E.G. FUEL EURNING EQUIPMENT LOCATED NIITHIN THE BUILDING ENVELOPE (CONETRUOTED UNDER THE W.S,E.G) SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS, 1NEET1116 THE PROVISIONS OF SECTION TOE U.M.G. FUEL BURNIIN6 EGIJIPMENT LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF SECTION 506.1 U.M.G. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR REFERENCE SECTIONS 702 - 701 U.M.G. ALL EARN-AIR FURNACES SHALL EE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS, SECTION 804. U.M.G. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE 50 LISTED. SECTION 504 U.M.G. NO V4ARM -AIR FURNACES SHALL SE INSTALLED IN A ROOM USE OR DESIENEO TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH! SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES. SECTION 515,15. U.M.G. NO WARM -AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE LESS THAN {2 WIPER THAN THE FURNACE OR FUI.NACE& INSTALLED THEREIN WITH A MINIMUM CLEAR WORKINE SPACE LESS THAN 9' ALONE THE SIDES, BACK AND TOP OF THE P' URNACE SECTION SI3.EI UMG. L!GUIFIED PETROLEUM GAS- BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION VVHEFEE HEAVIER THAN AIR SAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPADE? OR EASEMENT UNLESS SUCH LOCATION 15 FROVITEEE2 WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED +SAE. SECTION 304.6. U.M.G. HEATING AND 000LIN& EOUIPMEILT LOCATED IN A GARAGE. AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF I6N1TEN6 FLAMMABLE VAPORS SHALL. SE INSTALLED V11TH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST I$ INGHEES ABOVE THE FLOOR LEVEL, SECTION 8082 U.M.G. HIRE DAMPERS NEED NOT BE INSTALLED IN AIR EMOTE PASSING THROUGH THE WALL, FLOOR, OR CEILING SEPARATING A RESIDENCE FROM A GAR ASE, PROVIDED SUCH PICTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LEES THAN OAICL INCH (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE SECTION 504.8 (D), U.B.G. VEARM -AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY YNITH SECTIONS Sig, 820, AND 605 U.M.G. EVERY APPLIANCE DE516NED TO ESE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER S. AND TABLES NO. 8 A AND 8-5, U.M.G. EVERY PAGTORY EUILT CHIMNEY, TYPE L VENT TYPE B GAS VENT OR T rPE SIN GAS VENT SHALL BE INSTALLED IN ACCORDANCE 1 44TH THE TERMS OF ITS LISTIN4, MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE PROV. OF SEES 603, 814 U.M.C. A TYPE B OR BG SAS VENT SHALL TERMINATE PER SEC. 8084 AND TABLE S-A U.M.G. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT VHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDDINS AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN kV OF THE VENT SECTION 8065 U.M.G. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER TABLE NO. 8 -C U.M.G. HATING EGWIPMENT REWIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF GLAZING INSTALL cl . FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE Of' GLAZING, SEE W.S.E.C. TABLE 6 -2 IN GENERAL NOTES. HYAG EGUIPMENT FOR LOVH -RISE RESIDENTIAL SHALL EE SIZE NO GREATER THAN 200% OF DESIGN LOAD. VENT. AND INDOOR AIR DUALITY GENERAL SPECIFICATIONS FOR THE 1446 J^IASHINGTON STATE VENTILATION AND €NOOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR VENTILATION SYSTEM. I. SOURCE SPECIFIC VENTILATION REWUIREMENTS A. EXHHAUST PAN 'REQUIREMENTS. I. BATHROOMS, LAUNDRIES, AND POUNDER ROOMS - SO GFM 0 0.2S" W.G. 2. HCITGHEENS - 100 GFM 0.25" Ike. RANGE HOODS AND DOWN DRAFT RANSE5 MAY BE RATED AT 100 GFM o 0.10" W.6. B. EXHAUST DUCT REQUIREMENTS MUST, I. BE INSULATED TO R-4 IN UNCONDITIONED SPACES 2. SE EQUIPPED WITH A BACK DRAFT DAMPER 5. TERMINATE OUTSIDE THE EUILDIN6 4. COMPLY WITH TABLE S-3 2. WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS 'THROUGH THE FORCED AIR HEATING SYSTEM USING THE FOLLOWING METHOD. 8. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLGVIIN6, A. DE SIZED ACCORDING TO TABLE S -5 Es. BE DUCT EP FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO 5-4 WHEN LOCATED WITHIN UN- HEATED AREAS D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTINER MATERIAL E. NOT RECEIVE FRESH AIR FROM THE POLLOWIN6 AREAS' H. VIITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THREE FEET ABOVE THE FRESH AIR INLET. 2. MERE IT VIILL PICK UP OSJEGTIONASLE ODORS, FUMES, OR FLAMMABLE; VAPORS. S. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10' PROM A VENT OPENING OF A PEE-413E16 DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST THREE FEE ABOVE THE FRESH AIR INLET. 6. ATTICS, CRANE SPACES, OR GARAGES. h • CE cEl 00 N 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE POLLOWING A. THE INLET DUCT SHALL ESE EQUIPPED WITH A MOTORIZE]? DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER, OR B. A FIXED EDAMPER INSTALLED AND SET TO i.enT MEASURED FLOE RATES AS SPEG€FIED IN TABLE 5 -2T OR C. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM N PRESSURE OF 0.7 INCHES 1NATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS GONNEGTEED TO THE RETURN AIR PLENUM. 8, VENTILATION SYSTEM CONTROLS AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL ES CAPABLE OP CONTINUOUS OPERATION ANC; HAVE AN AUTOMATIC AND MANUAL CONTROL AT THE TIME OF THE FINAL INSPECTION. THE TIMER SHALL SE SET TO OPERATE THE WHOLE HOUSE FAN FOR A MINIMUM OF EIGHT HOURS. - TEE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE 141TH VIAGC SECTION 50222 BY EITHER ON SITE FLOW 7E5E1E6 OR AN ENGINE DESIGN. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR BEFORE A GERTIPI .ATE OF OCCUPANCY WILL se ISSUED NOTE: CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN ^KITH A MINIMUM SON RATING OF 1.5 TO BE INSTALLED ANO SIZED ACCORDING TO TABLE'S -2 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILLFAG!LITATE FRESH AIR DISTRIBUTION AND .REDUCE THE POESIBILITY :OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD SE UNDERCUT ONE HALF INCH ABOVE - THE FINISHED FLOOR. - TABLE 3- WHOLE HOUSE- EXHAUST FAN PI SGRIPTIVE- REGUIREMMENTS - NOTE: THIS TABLE SHALL NOT BE USED FOR PENELLEN6 UNITS CONTAINING MORE THAN 5 BEDROOMS. TABLE S -3 PRESCRIPTIVE EXHAU aT DUCT . SIRING NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH 2. FLEX DUCTS OF THIS DIAMETER ARE NOT - PERMITTED WITH FANS OF THIS SIZE. TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORCES! AIR SUPPLY D OT SIZING NOTE' I. FOR LENGTHS OVER 20 FEET INCREASE :-DUCT DIAMETER 1 INCH. 2. FOR ELBOWS NUMBERING MORE THAN S INCREASE DUCT DIAMETER I INCH. DUCTNORLC I. DUCT SYSTEMS SHALL BE OF METAL AS SET FORTE IN TABLES NO. 6 -A, 6-S AND 6-G OR FACTORY -MADE AIR PUGTS COMPLYING WITH U.M,G. STD. NO. 6 -1 U.M.C. 2. JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRTIGHT, SECTION 601.5 (0), TABU NO. 6 -A (RECTANGULAR PUGT5) AND TABLE NO. 6 -S -( FLAT. OVAL AND ROUND DUCTS), WAG. S. INSTALLATION OF DUCT'S SHALL COMPLY WITH SECTION 605 U.M.G. 4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE KITH SECTION 604.1 +1 509.4 116,E.4. 'LUHE31 HG GENERAL WATER HEATERS ARE REWIRED TO MEET THE REQUIREMENTS OF IcIb1 NA,E.G.A, STANDARD AND BE LABELED AS SUCH. IN ADDITION, ELE=CTRIC WATER HEATERS INSTALLED IN UNHEATED SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R -10. - WATER TANK TO BE LABELED PER 1487 NA.EGA. 2.5 GPM PLOYS RESTRIGTORS ON SHOWERS, TUBS AND LAVATORIES. 3 it fq I 1 pi1u RA E DATE, d/I84 DWS SY: I'PDB. 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